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AMIE BAKERY - FOOD
AMIE BAKER' 1254 Main St. Ost. Town of Barnstable BOARD OF HEALTH John T. Norman Board of Health Donald A.Gaudagnoli,M.D. ann.NSrABLL F.P.(Thomas)Lee,. .b&& time 200 Main Street, Hyannis, MA 02601 Daniel Luczkow,M.D. Alt. Phone: (508) 862-4644 Fax: (508)790-6304 www.townofbarnstable.us Permit to Operate a Food Establishment In accordance with regulations promulgated under authority of 105 CMR 590.000 M.G.L. Chapter 94 Sections 305A, 305B, 146, 189 and 189A; Chapter 111, Sections 5 and 127A, a permit is hereby granted to: Permit No: 211 Issue Date: 01/01/2022 DBA: . AMIE BAKERY OWNER: AMIE M. SMITH Location of Establishment: 1254 MAIN ST OSTERVILLE„ MA 02655 Type of Business Permit: FOOD SERVICE Annual: YES Seasonal: IndoorSeating: 10 OutdoorSeating: 0 Total Seating: 10 FEES FOOD SERVICE ESTABLISHMENT: $250.00 YEAR. 2022 RETAIL FOOD: COTTAGE FOOD OPERATION: Permit Expires: 12/31/2022 B&B-FULL BREAKFAST: CONTINENTAL BREAKFAST: MOBILE-FOOD: MOBILE-ICE CREAM: Q� FROZEN DESSERT: Thomas A. McKean, RS, CHO, Health Agent FOR ESTABLISHMENTS WITH SEATING: PERMIT IS NOT VALID UNLESS ISSUED IN CONJUNCTION WITH A COMMON VICTUALER LICENSE Restrictions: 3 � Initials: Town of Barnstable For 0 Date Paid Amt Pd o BARN im : Inspectional Services y mass. i639- `� Public Health Division Check# Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 APPLICATION FOR PERMIT TO OPERATE AFOOD ESTABLISHMENT DATE �1 Z.I NEW OWNERSHIP RENEWAL V/ NAME OF FOOD ESTABLISHMENT: Am i G �36^C P ADDRESS OF FOOD ESTABLISHMENT: ` Z `f' v mom,✓) 6• OS-�r� MAILING ADDRESS(IF DIFFERENT FROM ABOVE):- % E-MAIL ADDRESS: TELEPHONE NUMBER OF FOOD ESTABLISHMENT: ( ) - (Do TOTAL NUMBER OF BATHROOMS: 2-- WELL WATER:YES NO X ... (ANNUAL WATER ANALYSIS REQUIRED) ANNUAL: C SEASONAL: DATES OF OPERATION:_/_/_ TO NUMBER OF SEATS: INSIDE: OUTSIDE: TOTAL: 1 CD SEATING: MUST OBTAIN A COMMON VICTUALLER'S LICENSE FROM LICENSING DIV. ***OUTSIDE DINING REMINDER*** OUTSIDE DINING,MUST BE APPROVED BY THE HEALTH DIV.AND LICENSING.AND MEET OUTSIDE DINING REQUIREMENTS. IS WAIT STAFF PROVIDED FOR OUTSIDE DINING?IS AN AIR CURTAIN PROVIDED AT WAITSTAFF SERVICE DOOR(S)? a TYPE OF ESTABLISHMENT: (PLEASE CHECK ALL THAT APPLY BELOW) FOOD SERVICE RETAIL FOOD-ONLY required for TCS foods(foods requiring refrigeration/freezer) BED&BREAKFAST CONTINENTAL BREAKFAST COTTAGE FOOD INDUSTRY(formerly residential kitchen) MOBILE FOOD FROZEN DAIRY DESSERT MACHINES ... (MONTHLY LAB ANALYSIS REQUIRED) CATERING ... (CATERING NOTICE REQUIRED BEFORE EVENT(SEE PAGE#2) *** SEASONAL,MOBILE & NEW FOOD ONLY*** REQUIRED TO CALL HEALTH DIV.FOR INSPECTION PRIOR TO PERMIT BEING ISSUED PLEASE CALL 508-862-4644 Q:\Application FormsTOODAPP 2020.doc OWNER INFORMATION: C FULL NAME OF APPLICANT M kt U M SOLE OWNER: YE /NO D.O.B OWNER PHONE # J�h o S CJS� Iw ._ ^ �� a ,k ADDRESS S lei � M CORPORATE OWNER: CORPORATE ADDRESS: PERSON IN CHARGE OF DAILY OPERATIONS: A3ffi le S vwA-1A-- List (2) Certified Food Protection Managers AND at least (1) Allergen Awareness Certified Staff All FOOD ESTABLISHMENTS must have 1 Certified Food Protection Manager PER SHIFT. **ATTACH COPIES OF CERTIFICATES** The Health Div. will NOT use past years' records. You must provide new copies and POST THE CERTIFICATES at your food establishment. Certified Food Managers Expiration Date Allergen Awareness Expiration Date 1. wt t c S►vl c ZnZ51. i�l C 5`hn ifk. 3 zo 2 2. Pa-u-� R �� c.�,i t., SIGNATURE OF APPLICANT DATE ***FOOD POLICY INFORMATION*** SEASONAL FOOD SERVICE: All seasonal food establishments, including mobile trucks must be inspected by the Health Div. prior to opening!! Please call Health Div.at 508-862-4644 to schedule your inspection. Please call at least(7)days in advance. FROZEN DAIRY DESSERTS: Frozen desserts must be tested by a State Certified lab prior to opening and monthly thereafter, with sample results submitted to the Health Div. Failure to do so will result in the suspension or revocation of your Frozen Dessert Permit until the above terms are met. CATERING POLICY: Anyone who caters within the Town of Barnstable must notify theTown by fax or mail prior to catering event. You must complete a catering notice found at httt)://M1 wNy.townotl)arnstable.us/healthdivision/`ai)plications.asp. OUTDOOR COOKING: Outdoor cooking,preparation,or display of any food product by a food establishment is prohibited. NOTICE: Permits run annually from January 1 st to Dec.3 1"each calendar year. IT IS YOUR RESPONSIBILITY TO RETURN THE COMPLETED APPLICATION(S)AND REQUIRED FEES BY DEC Ist. Q\Application FormsTOODAPP REV3-2019.doc BOARD OF HEALTH Town of Barnstable John T.Norman Board of Health Donald A.Gaudagnoli,M.D. RNWAUM Paul J.Canniff,D.M.D. 200 Main Street, Hyannis, MA 02601 F.P. Thomas Lee Alternate Phone: 508 862-4644 Fax: 508 790-6304 www.townofbarnstable.us Permit to Operate a Food Establishment In accordance with regulations promulgated under authority of 105 CMR 590.000 M.G.L. Chapter 94 Sections 305A, 3056, 146, 189 and 189A; Chapter 111, Sections 5 and 127A, a permit is hereby granted to: Permit No: 211 Issue Date: 01/01/2021 DBA: AMIE BAKERY OWNER: AMIE M. SMITH Location of Establishment: 1254 MAIN ST OSTERVILLE„ MA 02655 Type of Business Permit: FOOD SERVICE Annual: YES Seasonal: IndoorSeating: 10 OutdoorSeating: 0 Total Seating: 10 FEES FOOD SERVICE ESTABLISHMENT: $250.00 YEAR. 2021 RETAIL FOOD: COTTAGE FOOD OPERATION: Permit Expires: 12/31/2021 B&B-FULL BREAKFAST: CONTINENTAL BREAKFAST: MOBILE-FOOD: MOBILE-ICE CREAM: FROZEN DESSERT: Thomas A. McKean, IRS, CHO, Health Agent FOR ESTABLISHMENTS WITH SEATING: PERMIT IS NOT VALID UNLESS ISSUED IN CONJUNCTION WITH A COMMON VICTUALER LICENSE Restrictions: z i �tr+E ram, Initials: Town of Barnstable For Office u &UMSfABLE. : Inspectional Services � Public Health Division Check# CA FO MO• Thomas McKean,Director 200 Main Street,Hyannis,,MA 02601 ° Office: 508-862-4644 Fd-T'508-790-6304 APPLICATION FOR PERMIT TO OPERATE A FOOD ESTABLISHMENT DATE ( ?,O w K! NEW OWNERSHIP RENEWAL t � i NAME OF FOOD ESTABLISHMENT: AM 16r ADDRESS OF FOOD ESTABLISHMENT: 1 2A `i 11!.(�Gt 1 �T • V'+ N� D�77 MAILING ADDRESS(IF DIFFERENT FROM ABOVE): E-MAIL ADDRESS: a yn(& Q am (Qi 9" TELEPHONE NUMBER OF FOOD ESTABLISHMENT: ( 'f 2? /D0S NX TOTAL NUMBER OF BATHROOMS: ")_ - WELL WATER: YES NO L/ ...(ANNUAL WATER ANALYSIS REQUIRED) ANNUAL: SEASONAL: DATES OF OPERATION: l / l /ZITO jZl 911 IiI NUMBER OF SEATS: INSIDE: OUTSIDE: TOTAL: IO SEATING: MUST OBTAIN A COMMON VICTUALLER'S LICENSE FROM LICENSING DIV. ***OUTSIDE DINING REMINDER*** OUTSIDE DINING MUST BE APPROVED BY THE HEALTH DIV.AND LICENSING,AND MEET OUTSIDE DINING. REOUIREMENTS. , y IS WAIT STAFF PROVIDED FOR OUTSIDE DINING? f1P t 1 s f IS AN AIR CURTAIN PROVIDED�AT WAITSTAFF SERVICE DOOR(S). Q' ..' TYPE OF ESTABLISHMENT: (PLEASE CHECK ALL THAT APPLY BELOW) FOOD SERVICE ✓RETAIL FOOD-ONLY required for TCS foods(foods requiring refrigeration/freezer) BED&BREAKFAST CONTINENTAL BREAKFAST COTTAGE FOOD INDUSTRY(formerly residential kitchen) MOBILE FOOD FROZEN DAIRY DESSERT MACHINES ...(MONTHLY LAB ANALYSIS REQUIRED) CATERING ...(CATERING NOTICE REQUIRED BEFORE EVENT(SEE PAGE#2) • 4 *** SEASONAL,MOBILE & NEW FOOD ONLY*** REQUIRED TO CALL HEALTH DIV.FOR INSPECTION PRIOR TO PERMIT BEING ISSUED PLEASE CALL 508-862-4644 QAApplication FonnsTOODAPP 2020.doc L� OWNER INFORMATION: FULL NAME OF APPLICANT SOLE OWNER:COS NO D.O.B ("�lS'tp OWNER PHONE# SU!P S 1 ADDRESS I g S / CORPORATE OWNER: CORPORATE ADDRESS: PERSON IN CHARGE OF DAILY OPERATIONS: , List(2) Certified Food Protection Managers AND at least(1)Allergen Awareness Certified Staff All FOOD ESTABLISHMENTS must have 1 Certified Food Protection Manager PER SHIFT. r **ATTACH COPIES OF CERTIFICATES** The Health Div. will NOT use past years' records. You must provide new copies and POST THE CERTIFICATES at your food establishment. Certified Food Managers Expiration Date Allergen Awareness Expiration Date AvK 1-� snsI+I, V q I�Ls C��c COioTlI 2. oIs°n q/ 6 1,���i��f/✓IA / �l�l �i0� SIGNATURE OF APPLICANT DATE ***FOOD POLICY INFORMATION*** SEASONAL FOOD SERVICE: All seasonal food establishments,including mobile trucks must be inspected by the Health Div. prior to opening!! Please call Health Div.at 508-862-4644 to schedule your inspection. Please call at least(7)days in advance. FROZEN DAIRY DESSERTS: Frozen desserts must be tested by a State Certified lab prior to opening and monthly thereafter, with sample results submitted to the Health Div. Failure to do so will result in the suspension or revocation of your Frozen Dessert Permit until the above terms are met. CATERING POLICY: Anyone who caters within the Town of Barnstable must notify theTown by fax or mail prior to catering event. You must complete a catering notice found at http://www.townofbarnstable.us/henithdivision/api)lications.ast). OUTDOOR COOKING: Outdoor cooking,preparation,or display of any food product by a food establishment is prohibited. NOTICE: Permits run annually from January 1 st to Dec.3151 each calendar year. IT IS YOUR RESPONSIBILITY TO RETURN THE COMPLETED APPLICATION(S)AND REQUIRED FEES BY DEC 1 st. Q:\Application FormsTOODAPP REV3-2019.doe I Y1 p+Flips Town of Barnstable BOARD OF HEALTH John T.Norman Board of Health Donald A.Gaudagnoli,M.D. RARNSUBIX. Paul J.Canniff,D.M.D. MASS F.P. Thomas Lee Alternate 200 Main Street, Hyannis, MA 02601 Phone: (508) 862-4644 Fax: (508)790-6304 www.townofbarnstable.us Permit to Operate a Food Establishment In accordance with regulations promulgated under authority of 105 CMR 590.000 M.G.L. Chapter 94 Sections 305A, 3056, 146, 189 and 189A; Chapter 111, Sections 5 and 127A, a permit is hereby granted to: Permit No: 211 Issue Date: 12/10/2019 DBA: AMIE BAKERY OWNER: AMIE M. SMITH Location of Establishment: 1254 MAIN ST OSTERVILLE, MA 02655 Type of Business Permit: FOOD SERVICE Annual: YES Seasonal: IndoorSeating: 10 Outdoor5eating: 0 Total Seating: 10 FEES FOOD SERVICE ESTABLISHMENT: $250.00 YEAR. 2020 RETAIL FOOD: COTTAGE FOOD OPERATION: Permit Expires: 12/31/2020 B&B-FULL BREAKFAST: CONTINENTAL BREAKFAST: MOBILE-FOOD: MOBILE-ICE CREAM: Q� FROZEN DESSERT: Thomas A. McKean, RS, CHO, Health Agent TOBACCO SALES: j FOR ESTABLISHMENTS WITH SEATING: PERMIT IS NOT VALID UNLESS ISSUED IN CONJUNCTION WITH A COMMON VICTUALER LICENSE Restrictions: � a Initials: Town of Barnstable TAnit For Office Use Onlyi DatePaidI I b I Pl$-cm— Inspectional Inspectional Services s6 9; ` Check# 9. Public Health Division Thomas McKean,Director l I lQ (Q 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 APPLICATION FOR PERMIT TO OPERATE A FOOD ESTABLISHMENT DATE 1l 1 NEW OWNERSHIP RENEWAL ✓ NAME OF FOOD ESTABLISHMENT: t gkg1 , 1 ADDRESS OF FOOD ESTABLISHMENT: I Z�y' vyl& -n S MAILING ADDRESS(IF DIFFERENT FROM ABOVE): E-MAIL ADDRESS: Q�rVI l� aWL(e )�po TELEPHONE NUMBER OF FOOD ESTABLISHMENT: ( SOS �o- TOTAL NUMBER OF BATHROOMS: WELL WATER:YES NO)_ ... (ANNUAL WATER ANALYSIS REQUIRED) ANNUAL: X SEASONAL: DATES OF OPERATION:_.L/ I /..ZftO 1245/ NUMBER OF SEATS: INSIDE: OUTSIDE: TOTAL: C) SEATING: MUST OBTAIN A COMMON VICTUALLER'S LICENSE FROM LICENSING DIV. ***OUTSIDE DINING REMINDER*** OUTSIDE DINING MUST BE APPROVED BY THE HEALTH DIV.AND LICENSING,AND MEET OUTSIDE DINING REQUIREMENTS. IS WAIT STAFF PROVIDED FOR OUTSIDE DINING? Nl� IS AN AIR CURTAIN PROVIDED AT WAITSTAFF SERVICE DOOR(S)? TYPE OF ESTABLISHMENT: (PLEASE CHECK ALL THAT APPLY BELOW) J FOOD SERVICE RETAIL FOOD-ONLY required for TCS foods(foods requiring refrigeration/freezer) BED&BREAKFAST CONTINENTAL BREAKFAST COTTAGE FOOD INDUSTRY(formerly residential kitchen) MOBILE FOOD FROZEN DAIRY DESSERT MACHINES ... (MONTHLY LAB ANALYSIS REQUIRED) CATERING ... (CATERING NOTICE REQUIRED BEFORE EVENT(SEE PAGE#2) *** SEASONAL,MOBILE &NEW FOOD ONLY*** REQUIRED TO CALL HEALTH DIV FOR INSPECTION PRIOR TO PERMIT BEING ISSUED PLEASE CALL 508-862-4644 QAApplication FormsTOODAPP 2020.doc OWNER INFORMATION: 4 FULL NAME OF APPLICANT ► ` t (' SOLE OWNER: VES/NO D.O.B i(�p OWNER PHONE# IS/O O fAS� ADDRESS I Z S ((Y�L@ (�f4 y,-�QQ � O _ L l� / M X O� CORPORATE OWNER: TAln/1 ur S V1n.7 I In ' CORPORATE ADDRESS: PERSON IN CHARGE OF DAILY OPERATIONS: RimAvUreaa - r List (2) Certified Food Protection Managers AND at least (1)Allergen Awareness Certified Staff All FOOD ESTABLISHMENTS must have 1 Certified Food Protection Manager PER SHIFT. *ATTACH COPIES OF CERTIFICATES** The Health Div. will NOT use past years' records. You must provide new copies and POST THE CERTIFICATES at your food establishment. Certified Food Managers Expiration Date Allergen Awareness Expiration Date A /U z3 1. p mki Svc,i4, 11 2. S GNATURE OF APPLICANT DATE ***FOOD POLICY INFORMATION*** SEASONAL FOOD SERVICE: All seasonal food establishments,including mobile trucks must be inspected by the Health Div. prior to ovenine!! Please call Health Div.at 508-862-4644 to schedule your inspection. Please call at least(7)days in advance. FROZEN DAIRY DESSERTS: Frozen desserts must be tested by a State Certified lab prior to opening and monthly thereafter, with sample results submitted to the Health Div. Failure to do so will result in the suspension or revocation of your Frozen Dessert Permit until the above terms are met. CATERING POLICY: Anyone who caters within the Town of Barnstable must notify theTown by fax or mail prior to catering event. You must complete a catering notice found at http://www.townofbarnstable.us/healthdivision/ai)plications.asi). OUTDOOR COOKING: Outdoor cooking,preparation,or display of any food product by a food establishment is prohibited. NOTICE:' Permits run annually from January I st to Dec.3I't each calendar year. IT IS YOUR RESPONSIBILITY TO RETURN THE COMPLETED APPLICATIONS)AND REQUIRED FEES BY DEC 1st. Q:\Application FormsTOODAPP REV3-2019.doc �► � Town of Barnstable BOARD OF HEALTH Paul 1 Canniff,D.M.D. Board of Health Donald A.Gaudagnoli,M.D. rhaa,NSTAace. John T.Norman 64 200 Main Street, Hyannis, MA 02601 F.P. Thomas Lee Alternate Phone: (508) 862-4644 Fax: (508)790-6304 www.townofbarnstable.us t: Permit to Operate a Food Establishment In accordance with regulations promulgated under authority of 105 CMR 590.000 M.G.L. Chapter 94 Sections 305A, 305B, 146, 189 and 189A; Chapter 111,Sections 5 and 127A, a permit is hereby granted to: Permit No: 211 Issue Date: 03/28/2019 DBA: AMIE BAKERY OWNER: AMIE M. SMITH Location of Establishment: 1254 MAIN ST OSTERVILLE MA 02655 Type of Business Permit: FOOD SERVICE Annual: YES Seasonal: r. IndoorSeating: 10 OutdoorSeating: 0 Total Seating: 10 FEES FOOD SERVICE ESTABLISHMENT: $250.00 YEAR: 2019 RETAIL FOOD: COTTAGE FOOD OPERATION: Permit Expires: 12/31/2019 B&B- FULL BREAKFAST: CONTINENTAL BREAKFAST: ---- ---- - MOBILE- FOOD: MOBILE- ICE CREAM: Ga� FROZEN DESSERT: Thomas A. McKean, IRS, CHO, Health Agent TOBACCO SALES: FOR ESTABLISHMENTS WITH SEATING: I PERMIT IS NOT VALID UNLESS ISSUED IN CONJUNCTION WITH A COMMON VICTUALER LICENSE Restrictions: • t TIME r For Office Use Only-: Initials: "o Town of Barnstable : . $ � r • MASS. • Inspectional Services , A A Check# I J � Eon Public Health Division Thomas McKean,Director ' 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fag: 508-790-6304 APPLICATION FOR PERMIT TO OPERATE A FOOD ESTABLISHMENT DATE NEW OWNERSHIP RENEWAL NAME OF FOOD ESTABLISHMENT: Mir, [ (!ak" ADDRESS OF FOOD ESTABLISHMENT: Z- tir{�6'1 "'� se��le W0 MAILING ADDRESS(IF DIFFERENT FROM ABOVE): E-MAIL ADDRESS: I�1 C A M, i A Y—L- C-0 TELEPHONE NUMBER OF FOOD ESTABLISHMENT: 0 05 TOTAL NUMBER OF BATHROOMS: WELL WATER: YES NO 'k ... (ANNUAL WATER ANALYSIS REQUIRED) ANNUAL:_ SEASONAL: DATES OF OPERATION: / / TO NUMBER OF SEATS: INSIDE: OUTSIDE: TOTAL: C� , SEATING: MUST OBTAIN A COMMON VICTUALLER'S LICENSE FROM LICENSING DIV. ***OUTSIDE DINING REMINDER*** OUTSIDE DINING,MUST BE APPROVED BY THE HEALTH DIV.AND LICENSING,AND MEET OUTSIDE DINING REQUIREMENTS. IS WAIT STAFF PROVIDED FOR OUTSIDE DINING? n, ) IS AN AIR CURTAIN PROVIDED AT WAITSTAFF SERVICE DOOR(S)? TYPE OF ESTABLISHMENT: (PLEASE CHECK ALL THAT APPLY BELOW) FOOD SERVICE RETAIL FOOD-ONLY required for TCS foods(foods requiring refrigeration/freezer) BED&BREAKFAST CONTINENTAL BREAKFAST COTTAGE FOOD INDUSTRY(formerly residential kitchen) MOBILE FOOD FROZEN DAIRY DESSERT MACHINES ... (MONTHLY LAB ANALYSIS REQUIRED) CATERING ... (CATERING NOTICE REQUIRED BEFORE EVENT(SEE PAGE#2) TOBACCO SALES ... (ANNUAL TOBACCO SALES APPLICATION REQUIRED) *** SEASONAL,MOBILE &NEW FOOD ONLY*** REQUIRED TO CALL HEALTH DIV.FOR INSPECTION PRIOR TO PERMIT BEING ISSUED Q:\Application FormsTOODAPPREV2018.doc r ii PLEASE CALL 508-862-4644 OWNER INFORMATION: FULL NAME OF APPLICANT SOLE OWNER: (YES NO OWNER PHONE# S7A S 1 1.J ADDRESS S Ge r (-O—rlt , D.S [L L CORPORATE OWNER: FEDERAL ID NO. : ()`'1 - 3 - Lf-7.3 -7 CORPORATE ADDRESS: PERSON IN CHARGE OF DAILY OPERATIONS: List(2) Certified Food Protection Managers AND at least (1) Allergen Awareness Certified Staff All FOOD ESTABLISHMENTS must have 1 Certified Food Protection Manager PER SHIFT. **ATTACH COPIES OF CERTIFICATES** The Health Div. will NOT use past years' records. You must provide new copies and POST THE CERTIFICATES at your food establishment. Certified Food Managers Expiration Date Allergen Awareness Expiration Date Dg }r1 L6 2. / 2411 SIGNATURE OF APPLICANT DATE ***FOOD POLICY INFORMATION*** SEASONAL FOOD SERVICE: All seasonal food establishments,including mobile trucks must be inspected by the Health Div. prior to opening!! Please call Health Div. at 508-862-4644 to schedule your inspection. Please call at least(7)days in advance. FROZEN DAIRY DESSERTS: Frozen desserts must be tested by a State Certified lab prior to opening and monthly thereafter, with sample results submitted to the Health Div. Failure to do so will result in the suspension or revocation of your Frozen Dessert Permit until the above terms are met. CATERING POLICY: Anyone who caters within the Town of Barnstable must notify theTown by fax or mail prior to catering event. You must complete a catering notice found at http://www.townofbarnstable.us/bealthdivision/applications.asy. OUTDOOR COOKING: Outdoor cooking,preparation,or display of any food product by a food establishment is prohibited. TOBACCO ESTABLISHMENTS: All tobacco establishments must complete an Application for Tobacco Sales Permit and Employee Signature Form. NOTICE: Permits run annually from January I st to Dec.3152 each calendar year. IT IS YOUR RESPONSIBILITY TO RETURN THE COMPLETED APPLICATIONS)AND REQUIRED FEES BY DEC 1 st. Q\Application FormsT00DAPPREV2018.doc oFvNE r TOWN OF BARNSTABLE HEALTH INSPECTOR'S Establishment Name: Date: Page: ( of 'how OFFICE HOURS LIC HEALTH BARNSTABLE. • Pu62 0 MAN STREET 8:s: 0- :30A.M. Item Code C-Critical Item DESCRIPTION OF VIOLATION/PLAN OF CORRECTION Date Verified 3:3 4 0- :30 P.M. � y MASS. �. MON.-FRI. i639.ems• HYANNIS,MA 02601 508-862 asaa No Reference R-Red Item PLEASE PRINT CLEARLY rFD MPS FOOD ESTABLISHMENT INSPECTION REPORT Names, l Date 13� L e of T Inspection I0 .L O� Address �j�� �� °; � ¢ Risk odService Re-inspection I_ • _I Level a Previous Inspection Y�1 C7N Telephone Residential Kitchen Date: Mobile Pre-operation Owner HACCP Y/N Temporary Suspect Illness f Lrb d. - �' j l •� ) Caterer General Complaint r Person in Charge(PIC) ��/ �/'� f�/ ,* Time �q.,,,, Bed 8 Breakfast HACCP Inspector 9L`/� Out: OYU, C U Each violation checked requi/es an explanation on the narrative page(s)and a citation of specific provision(s)violated. Violations Related to Foodborne Illness Interventions and Risk Factors(Red Items) Anti-Choking 590.009(E) ❑ Violations marked may pose an imminent health hazard and require immediate corrective Tobacco 590.009(F) ❑ Action as determined by the Board of Health. Allergen Awareness 590.009(G) � t��/ A A If tom/V�1� 3 FOOD PROTECTION MANAGEMENT ❑ 12.Prevention of Contamination from Hands ❑ 1.PIC Assigned/Knowledgeable/Duties ❑ 13.Handwash Facilities EMPLOYEE HEALTH PROTECTION FROM CHEMICALS ❑ 2.Reporting of Diseases by Food Employees and PIC ❑ 14.Approved Food or Color Additives. ❑ 3.Personnel with Infectious Restricted/Excluded ❑ 15. Toxic Chemicals J FOOD FROM APPROVED SOURCE TIME/TEMPERATURE CONTROLS(Potentially Hazardous Foods) ❑4.Food and Water from Approved Source ❑ 16.Cooking Temperatures ❑ 5.Receiving/Condition ❑ 17.Reheating - ❑ 6.Tags/Records/Accuracy of Ingredient Statements ❑ 18.Cooling ❑ 7.Conformance with Approved Procedures/HACCP Plans ❑ 19.Hot and Cold Holding n / PROTECTION FROM CONTAMINATION ❑ 20.Time As a Public Health Control ❑ 8.Separation/Segregation/Protection REQUIREMENTS FOR HIGHLY SUSCEPTIBLE POPULATIONS(HSP) Q ���Ql- L,�l ❑ 9.Food Contact Surfaces Cleaning and Sanitizing ❑ 21.Food and Food Preparation for HSP ❑ 10.Proper Adequate Handwashing CONSUMER ADVISORY ❑ 11.Good Hygienic Practices ❑ 22.Posting of Consumer Advisories Violations Related to Good Retail Practices(Blue Items) Total Number of Critical Violations Critical(C)violations marked must be corrected immediately. (blue&red items) Corrective Action Required: ❑ No ❑ Yes Non-critical(N)violations must be corrected immediately or within 90 days as determined b the Board of Health. Overall Rating y y � � ❑ Voluntary Compliance ❑ Employee Restriction/Exclusion ❑ Re-inspection Scheduled ❑ Emergency Suspension C N Official Order for Correction: Based on an inspection today,the items ❑ Embargo ❑ Emergency Closure ❑ Voluntary Disposal ❑ Other: checked indicate violations of 105 CMR 590.000/Federal Food Code. 23.Management and Personnel (FC-2)(590.003) This report,when signed below by a Board of Health member or its agent A=Zero critical violations and no more than 3 non-critical violations. F=3 or more critical violations.9 or more non-critical violations, 24.Food and Food Preparation (FC-3)(590.004) constitutes an order of the Board of Health. Failure to correct violations regardless of the number of critical,results in an F. 25.Equipment and Utensils B=One critical violation and less than 4son-critical violations 9 (FC-4)(590.005) cited in this report may result in suspension or revocation of the food if no critical violations observed,4 to 6 non-critical violations=B. Seriously Critical Violation=F is scored automatically if: no hot 26.Water,Plumbing and Waste (FC-5)(590.006). establishment permit and cessation of food establishment operations. If 27.Physical Facility (FC-6)(590.007) aggrieved by this order,you have a right to a hearing. Your request must C=2 critical violations and less than 9 non-critical. If no critical water,sewage back-up,infestation of rodents or insects,or lack of 28.Poisonous or Toxic Materials (FC-7)(590.008) be in writing and submitted to the Board of Health at the above address violations observed,7 to 8 non-critical violations. If 1 critical refrigeration. 29.Special Requirements (590.009) receipt within 10 days of recei t of this order. violation,4 to 8 non-critical violations=C. 30.Other DATE OF RE-INSPECTION: Inspector' Sign re Print, 31.Du�mKer screened from public view s Permit Posted? ` Y N Grease Trap Previous Pumping Date Grease Rendered Y N #Seats Observed Frozen Dessert Machines: Outside Dining Y N PIC's(,gnature Print: Self Service Wait Service Provided Grease Trap Size Variance Letter Posted Y N Dumpster Screen o Y N Violations related to Foodborne Illness Violations Related to Foodborne Illness Interventions Interventions and Risk Factors(Red Items 1-22) and Risk Factors(Red Items 1-22) (Cont.) FOOD PROTECTION MANAGEMENT PROTECTION FROM CONTAMINATION PROTECTION FROM CHEMICALS 3-501.14(C) PHFs Received at Temperatures According to 1 590.003 A Assignment of Responsibility* 8 Cross-contamination Law Cooled to 41°F/45°F Within 4 Hours* ( ) g _ _ 14 Food or Color Additives 15 Cooling 590.003(B) Demonstration of Knowledge* 3-302.11(A)(1) Raw Animal Foods Separated from 3-202.12- Additives* 3-501. g Methods for PHFs Cooked and RTE Foods.* 19 PHF Hot and Cold Holding 2-103.11 Person-in-Charge Duties - j 3-302.14 Protection from•Unapproved Additives* Contamination from Raw Ingredients 3-501.16(B) Cold PHFs Maintained At or Below 41°F/45°F _ _ _ j 15 Poisonous or Toxic Substances - EMPLOYEE HEALTH 590.004(F) * - 3-302.1l(A)(2) Raw Animal Foods Separated from Each 7-101.11 Identifying Information-Original Containers* 2 590.003(C) Responsibility of the Person-in-Charge to Other* * 3-501.16(A) Hot PHFs Maintained At or Above 140°F 7-102.11 Common Name-Working Containers Require Reporting by Food Employees and Contamination from the Environment 3-501.16(A) Roasts Held At or Above 130°F i Storage** 7-201.11 Separation-Sto ge Applicants 3-302'.11(A) Food Protection* 1 20 Time as a Public Health Control 7-202.11 Restriction-Presence and Use* 590.003(F) Responsibility of A Food Employee or An 3-501.19 Time as a Public Health Control* 3-302.15 Washing Fruits and Vegetables * Applicant To Report To The Person In Charge* 7.202.12 Conditions of Use 3-304.11 Food Contact with Equipment and Utensils* 7 - 590.004(11) Variance Requirements 590.003(G) Reporting by Person in Charge* 7-203.11 Toxic Containers-Prohibitions* 3 590.003(D) Exclusions and Restrictions* Contamination from the Consumer 7-204.11 Sanitizers,Criteria-Chemicals* REQUIREMENTS FOR. 3-306.14(A)(B)Returned Food and Reservice of Food* 7-204.12 Chemicals for Washin Produce,Criteria* HIGHLY SUSCEPTIBLE POPULATIONS HSP 590.003(E) Removal of Exclusions and Restrictions Disposition of Adulterated or Contaminated g - _ Food 7.204.14 Drying Agents,Criteria* 21 3-801.11(A) Unpasteurized Pre-Packaged Juices and FOOD FROM APPROVED SOURCE 3-701.11 Discarding or Reconditioning Unsafe Food* 7-205.11 Incidental Food Contact,Lubricants* Beverages with Warning Labels* 4 Food and Water From Regulated Sources 9 Food Contact Surfaces 7-206.11 Restricted Use Pesticides,Criteria* 3-801.11(B) Use of Pasteurized Eggs* .590.004(A-B) .Compliance with Food Law* 4-501.111 Manual Warewashing-Hot Water 7.206.12 Rodent Bait Stations* 3-801.11(D) Raw or Partially Cooked Animal Food and 3-201.12 Food in a Hermetical] Sealed Container* Sanitization Temperatures* Raw Seed Sprouts Not Served* y P 7-206.13 Tracking Powders,Pest Control and 3-201.13 Fluid Milk and Milk Products* 4-501.112 Mechanical Warewashing-Hot Water Monitoring* 3-801.11(C) Unopened Food Package Not Re-Served* 3-202.13 Shell Eggs* Sanitization Temperatures* TIME/TEMPERATURE CONTROLS 3-202.14 i Eggs and Milk Products,Pasteurized* 4-501.114 Chemical Sanitization-Temp.,pH. Proper Cooking Temperatures for PHFs CONSUMER ADVISORY 3-202.16 Ice Made From Potable Drinking Water* Concentration and Hardness* 16 3-401.11A(1)(2) Eggs-155°F 15 sec 22 3-603.11 Consumer Advisory Posted for Consumption of A11601- . ean Utensils and Food Contact Surfaces f 000nacuraces o * Animal Foods That are Raw,Undercooked.or 5-101.11 Drinking Water from an Approved System* 4 ( ) Cl Eggs-Immediate Service 145°F 15 sec Equipment* Not Otherwise Processed to Eliminate 590.006(A) Bottled Drinking Water* 3-401.11(A)(2) Comminuted Fish,Meats&Game Pathogens* EI/cdw 11112001 4-602.11 Cleaning Frequency of Utensils and Food Animals-155°F 15 sec* 590.006(B) Water Meets Standards in 310 CMR 22.0* Contact Surfaces of Equipment* 3-302.13 Pasteurized Eggs Substitute for Raw Shell Shellfish and Fish From an Approved Source 3-401.11(B)(1)(2) Pork and Beef Roast-130°F 121 min* Eggs* 4-702.11 Frequency of Sanitization of Utensils and Food 3-401.11(A)(2) Ratites;Injected Meals-155°F 15 sec* 3-201.14 Fish and Recreationally Caught Molluscan Contact Surfaces of Equipment* Shellfish* 4-703.11 Methods of Sanitization-Hot Water and 3-401.11(A)(3) Poultry,Wild Game,Stuffed PHFs SPECIAL REQUIREMENTS 3-201. Stuffing Molluscan Shellfish from NSSP Listed _ _ Chemical* g Containing Fish,Meat,Poultry or 590.009(A)=(D) Violations of Section 590.009(A)-(D)in cater- Sources* 10 Proper,Adequate Handwashing ing,mobile food,temporary and residential Game and Wild Mushrooms Approved By Ratites-165°F 15 sec* 3-401.11(C)(3) Whole-muscle,Intact Beef Steaks 145°F* kitchen operations should be debited under Regulatory Authority 2-301.11 Clean Condition-Hands and Arms* 3-401.12 Raw Animal Foods Cooked in a Microwave the appropriate sections above if related to 3-202.18 Shellstock Identification Present* 2-301.12 Cleaning Procedure* 165°F* foodbome illness interventions and risk factors. * 2-301.14 When to Wash* 3-401.11 A 1 b All Other PHFs-145°F 15 sec* Other 590.009 violations relating to good retail 590.004(C) Wild Mushrooms ( )( )( ) 3-201.17 Game Animals* 11 Good Hygienic Practices 17 Reheating for Hot Holding practices should be debited under#29-Special Requirements. 5 Receiving/Condition 2-401.11 Eating,Drinking or Using Tobacco* 3-403.11(A)&(D) PHFs 165°F 15 sec* 3-202.11 PHF's Received at Proper Temperatures* 2-401.12 Discharges From the Eyes,Nose and Mouth* 3-403.11(B) Microwave-165°F 2 Minute Standing Time* VIOLATIONS RELATED TO GOOD RETAIL PRACTICES 3-202.15 Package Integrity* 3-301.12 Preventing Contamination When Tasting* 3-403.11(C) Commercially Processed RTE Food-140°F* (Blue Items 23.30) 12 Prevention of Contamination from Hands Critical and non-critical violations,which do not relate to the foodbome 3-101.11 Food Safe and Unadulterated* 3-403.11(E) Remaining Unsliced Portions of Beef Roasts* illness interventions and risk factors listed above,can be found in the 6 Tags/Records:Shellstock 590.004(E) Preventing Contamination from Employees* 18 Proper Cooling of PHFs following sections of the Food Code and 105 CMR 590.000 3-202.18 Shellstock Identification* 13 Handwashing Facilities 3-501.14(A) Cooling Cooked PHFs from 140°F to 70°F 3-203.12 Shellstock Identification Maintained* Conveniently Located and Accessible Within 2 Hours and From 70°F to 41°F/45°F Item Good Retail Practices FC 1590.000 Tags/Records:Fish Products 5-203.11 Numbers and Capacities* Within 4 Hours* 23. Management and Personnel FC-2 1.003 5-204.11 Location and Placement* 3-501.14(B) Cooling PHFs Made from Ambient 24. Food and Food Protection FC-3 .004 3-402.11 Parasite Destruction* Temperature Ingredients to 41°F/45°F 25. Equipment and Utensils FC-4 .005 3-402.12 Records,Creation and Retention* 5-205.11 Accessibility,Operation and Maintenance Within 4 Hours* 26. Water,Plumbing and Waste FC-5 .006 590.004(J) Labeling of Ingredients' Supplied with Soap and hand Drying Devices 27. Physical Facility FC-6 .007 7 Conformance with Approved Procedures/ 6-301.11 Handwashing Cleanser,Availability 28. 1 Poisonous or Toxic Materials FC-7 .008 HACCP Plans 6-301.12 Hand Drying Provision 129. 1 Special Requirements .009 3-502.11 Specialized Processing Methods* 30. 1 Other 3-502.12 Reduced-Oxygen Packaging Criteria* 8-103.12 Conformance with Approved Procedures* S:590Formback6-2doc *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. °p THE r° TOWN OF BARNSTABLE., _ HEALTH INSPECTOR'S Establishment Name: - - Date: Page: . of S OFFICE HOURS PUBLIC HEALTH DIVISION , 8:00-9:30 A.M. BARNSTABLE. ' 200 MAIN STREET 3:30-4:30 P.M. Item Code C-Critical Item DESCRIPTION OF VIOLATION/PLAN OF CORRECTION Date Verified a3q: MON HYANNIS, MA 02601 08-8 -FRI62-464 58-8 . No Reference R-Red Item PLEASE PRINT CLEARLY 4 ' �ED""P�a FOOD ESTABLISHMENT INSPECTION REPORT ( Name - IuJ Date (� �� Type of T ofInspection _ I g outine % � -+ Address )2; ', �� �,� vs� Risk Food Service) e-inspection I „ / Level Retai Previous Inspection /v�u�! Telephone Residential Kitchen Date: 31 'or h-1'We Mobile Pre-operation Owner HACCP Y/N Temporary Suspect Illness 3 D Caterer General Complaint Person in Charge(PIC)(PIC) Time Bed&Breakfast HACCP / `� In: Other- Inspector Out: . L ✓each )_ Each violation checked requires an explanation on the narrative page(s)and a citation of specific provision(s)violated. L Violations Related to Foodborne Illness Interventions and Risk Factors(Red Items) Anti-Choking 590.009(E) ❑ T Violations marked may pose an imminent health hazard and require immediate corrective Tobacco 590.009(F) ❑ o Action as determined by the Board of Health. Allergen Awareness 590.009(G) ❑ FOOD PROTECTION MANAGEMENT ❑ 12.Prevention of Contamination from Hands ❑ 1.PIC Assigned/Knowledgeable/Duties ❑ 13.Handwash Facilities CVI ��f7-C EMPLOYEE HEALTH PROTECTION FROM CHEMICALS Ir ❑2.Reporting of Diseases by Food Employees and PIC ❑ 14.Approved Food or Color Additives fl ❑ 3.Personnel with Infectious Restricted/Excluded ❑ 15. Toxic Chemicals .g 0 FOOD FROM APPROVED SOURCE TIME/TEMPERATURE CONTROLS(Potentially Hazardous Foods) Aut ❑4.Food and Water from Approved Source ❑ 16.Cooking Temperatures ❑ 5.Receiving/Condition ❑ 17.Reheating � ' b AU C/ } / ❑6.Tags/Records/Accuracy of Ingredient Statements ❑ 18.Cooling ❑ 7.Conformance with Approved Procedures/HACCP Plans ❑ 19.Hot and Cold Holding ` ;n/nY•� PROTECTION FROM CONTAMINATION ❑ 20.Time As a Public Health Control 1 V�•9 Cl }, 1.('_` ❑8.Separation/Segregation/Protection REQUIREMENTS FOR HIGHLY SUSCEPTIBLE POPULATIONS(HSP) �p� l b f✓ I ❑ 9.Food Contact Surfaces Cleaning and Sanitizing ❑21.Food and Food Preparation for HSP ❑ 10.Proper Adequate Handwashing CONSUMER ADVISORY yr r / ❑ 11.Good Hygienic Practices ❑ 22.Posting of Consumer Advisories / J �1/� �Lz Idg, __u, Violations Related to Good Retail Practices(Blue Items) Total Number of Critical Violations /t✓l�1 Critical(C)violations marked must be corrected immediately. (blue&red items) Corrective Action Required: ❑ No ❑ Yes Non-critical(N)violations must be corrected immediately or Overall Rating within 90 days as determined by the Board of Health. ❑ Voluntary Compliance ❑ Employee Restriction/Exclusion ❑ Re-inspection Scheduled ❑ Emergency Suspension C N Official Order for Correction: Based on an inspection today,the items ❑ Embargo ❑ Emergency Closure ❑ Voluntary Disposal ❑ Other: checked indicate violations of 105 CMR 590.000/Federal Food Code. 23.Management and Personnel (FC-2)(590.003) This report,when signed below by a Board of Health member or its agent A=Zero critical violations and no more than 3 non-critical violations. F=3 or more critical violations.9 or more non-critical violations, 24.Food and Food Preparation (FC-3)(590.004) constitutes an order of the Board of Health. Failure to correct violations regardless of the number of critical,results in an F. 25.Equipment and Utensils (FC-4)(590.005) cited in this report may result in suspension or revocation of the food B-One critical violation and less than non-critical violations 9 26.Water,Plumbing and Waste (FC-5)(590.006) establishment permit and cessation of food establishment operations. If if no critical violations observed,4 too 6 non-critical violations=B. Seriously Critical Violation=F is scored automatically if: no hot 27.Physical Facility (FC-6)(590.007) aggrieved by this order,you have a right to a hearing. Your request must C=2 critical violations and less than 9 non-critical. . f critical water,sewage back-up,infestation of rodents or insects,or lack of ( )( ) be in writing and submitted to the Board of Health at the above address violations observed,7 non-critical violations. If 1 critical refrigeration. 28.Poisonous or Toxic Materials FC-7 590.008 g violation,4 to 8 no -critica violations=C. 29.Special Requirements (590.009) within 10 days of receipt of this order. 30.Other DATE OF RE-INSPECTION: Inspector's Sign .ur Print: �/J� 31.Dumpster screened from public view Permit Posted? Y N Grease Trap Previous Pumping Date Grease Rendered Y N #Seats Observed Frozen Dessert Machines: Outside Dining Y N PIC's Signature Print: Self Service Wait Service Provided Grease Trap Size Variance Letter Posted Y N Dumpster Screen? Y N Violations related to Foodborne Illness Violations Related to Foodborne Illness Interventions Interventions and Risk Factors(Red Items 1-22) and Risk Factors(Red Items 1-22) (Cont.) FOOD PROTECTION MANAGEMENT PROTECTION FROM CONTAMINATION PROTECTION FROM CHEMICALS 3-501.14(C) PHFs Received at Temperatures According to 1 590.003(A) Assignment of Responsibility* F 8 Cross-contamination 14 Food or Color Additives Law Cooled to 41°F/45°F Within 4 Hours* 590.003(B) Demonstration of Knowledge* 3-302.11(A)(1) Raw Animal Foods Separated from 3-202.12- Additives* 3-501.15 Cooling Methods for PHFs Cooked and RTE Foods.* * 19 PHF Hot and Cold Holding 2-103:11 Person-in-Charge Duties 3-302.14 Protection from Uhapproved Additives Contamination from Raw Ingredients 15 Poisonous or Toxic Substances 3-501.16(B) Cold PHFs Maintained At or Below 41°F/45°F 590.004(F) EMPLOYEE HEALTH 3-302.11(A)(2j Raw Animal Foods Separated from Each 7-101.11 Identifying Information-Original Containers* * 2 Other* 3-501.16(A) Hot PHFs Maintained At or Above 140°F 590.003(C) Responsibility of the Person-in-Charge to 7-102.11 Common Name-Working Containers* * Require Reporting by Food Employees and Contamination from the Environment * 3-501.16(A) Roasts Held At or Above 130°F 7-201.11 Separation-Storage*Applicants* 31302.11(A) Food Protection* P g 20 Time as a Public Health Control 590.003(F) Responsibility of A Food Employee or An 3-302.15 Washing Fruits Restriction-Presence and Use*its and Vegetables 3-501.19 Time as a Public Health Control* Applicant To Report To The Person In Charge* * 7.202.12 Conditions of Use* 590.004 11 Variance Re uirements 3-304.11 Food Contact with Equipment and Utensils 7-203.11 Toxic Containers-Prohibitions* ( ) q 590.003(G) Reporting by Person in Charge* Contamination from the Consumer ' 3 590.003(D) Exclusions and Restrictions* * 7-204.11 Sanitizers,Criteria-Chemicals* REQUIREMENTS FOR 3-306.14(A)(B)Returned Food and Reated or of Food 7-204.12 Chemicals for WashingProduce,Criteria* HIGHLY SUSCEPTIBLE POPULATIONS HSP 590.003(E) Removal of Exclusions and Restrictions Disposition of Adulterated or Contaminated ( ) Food 7.204.14 Drying Agents,Criteria* 21 3-801.11(A) Unpasteurized Pre-Packaged Juices and FOOD FROM APPROVED SOURCE 3-701.11 Discarding or Reconditioning Unsafe Food* 7-205.11 Incidental Food Contact,Lubricants* Beverages with Warning Labels* 4 Food and Water From Regulated Sources -9 Food Contact Surfaces 7-206.11 Restricted Use Pesticides,Criteria* 3-801.11(B) Use of Pasteurized Eggs* 590.004(A-B) Compliance with Food Law* 4-501.111 Manual Warewashin Hot Water 7.206.12 Rodent Bait Stations* 3-801.11(D) Raw or Partially Cooked Animal Food and 3-201.12 Food in a Hermetical] Sealed Container* Sanitization Temperatures* Raw Seed Sprouts Not Served* Y P 7-206.13 Tracking Powders,Pest Control and 3-201.13 Fluid Milk and Milk Products* 4-501.112 Mechanical Wazewashing-Hot Water Monitoring* 3-801.11(C) Unopened Food Package Not Re-Served* 3-202.13 Shell Eggs* Sanitization Temperatures* TIMEITEMPERATURE CONTROLS 3-202.14 Eggs and Milk Products,Pasteurized* 4-501.114 Chemical Sanitization-Temp.,pH. 16 Proper Cooking Temperatures for PHFs CONSUMER ADVISORY 3-202.16 Ice Made From Potable Drinking Water* Concentration and Hardness* 3-401.11A(1)(2) Eggs-155°F 15 sec 22 3-603.11 Consumer Advisory Posted for Consumption of 4-601.11(A) Clean Utensils and Food Contact Surfaces of Eggs-Immediate Service 145°F 15 sec* Animal Foods That are Raw,Undercooked or 5-101.11 Drinking Water from an Approved System* gg Not Otherwise Processed to Eliminate 590.006(A) Bottled Drinking Water* Equipment* 3-401.11(A)(2) Comminuted Fish,Meats&Game Pathogens* sg dive 1/112001 4-602.11 Cleaning Frequency of Utensils and Food Animals-155°F 15 sec* 590.006(B) Water Meets Standards in 310 CMR 22.0* Contact Surfaces of Equipment* * 3-302.13 Pasteurized Eggs Substitute for Raw Shell Shellfish and Fish From an Approved Source 3-401.11(B)(1)(2) Pork and Beef Roast-130°F 121 min Eggs* 4-702.11 Frequency of Sanitization of Utensils and Food 3-401.11(A)(2) Ratites,Injected Meats-155°F 15 sec* 3-201.14 Fish and Recreationally Caught Molluscan Contact Surfaces of Equipment* - � Shellfish* 3-401.11(A)(3) Poultry,Wild Game,Stuffed PHFs SPECIAL REQUIREMENTS 4-703.11 Methods of Sanitization-Hot Water and StuffingContaining Fish,Meat,Poulti or 3-201.15 Molluscan Shellfish from NSSP Listed Chemical* g Y 590.009(A)-(D) Violations of Section 590.009(A)-(D)in cater- * Ratites-165°F 15 sec* in mobile food,temporary and residential Sources 70 Proper,Adequate Handwashing * g' P � Game and Wild Mushrooms Approved By * 3-401.11(C)(3) Whole-muscle,Intact Beef Steaks 145°F kitchen operations should be debited under Regulatory Authority 2-301.11 Clean Condition-Hands and Arms 3-401.12 Raw Animal Foods Cooked in a Microwave the appropriate sections above if related to 3-202.18 Shellstock Identification Present* 2-301.12 Cleaning Procedure* 165°F* foodbome illness interventions and risk factors. 590.004(C) Wild Mushrooms* 2-301.14 When to Wash* 3-401.11(A)(1)(b) All Other PHFs-145°F 15 sec* Other 590.009 violations relating to good retail 11N3-301.12 Good Hygienic Practices practices should be debited under#29-Special 3-201.17 Game Animals* 17 Reheating for Hot Holding Requirements. $ Receiving/Condition Eating,Drinking or Using Tobacco* 3-403.11(A)&(D) PHFs 165°F 15 sec* 3-202.11 PHF's Received at Proper Temperatures* Discharges From the Eyes,Nose and Mouth* 3-403.11(B) Microwave-165°F 2 Minute Standing Time* VIOLATIONS RELATED TO GOOD RETAIL PRACTICES * Preventing Contamination When Tasting* 3-403.11 C * (Blue Items 23-30) 3-202.15 Package Integrity ( ) Commercially Processed RTE Food-140°F Critical and non-critical violations,which do not relate to the Foodborne 3-101.11 Food Safe and Unadulterated* 12Prevention of Contamination from Hands 3-403.11(E) Remaining Unsliced Portions of Beef Roasts* illness interventions and riskfactors listed above,can befound in the 6 Tags/Records:Shellstock . Preventing Contamination from Employees* 1 g Proper Cooling of PHFs following sections of the Food Code and 105 CMR 590.000 13 Handwashing Facilities 3-202.18 Shellstock Identification* 3-501.14(A) Cooling Cooked PHFs from 140°F to 70°F Conveniently Located and Accessible Within 2 Hours and From 70°F to 41°F/45°F Item Good Retail Practices FC 590.000 3-203.12 Shellstock Identification Maintained* * 23. Management and Personnel FC-2 .003 Tags/Records:Fish Products 5-203.11 Numbers and Capacities* Within 4 Hours 9 5-204.11 Location and Placement* 3-501.14(B) Cooling PHFs Made from Ambient 24. Food and Food Protection FC-3 .004 3-402.11 Parasite Destruction* Temperature Ingredients to 41°F/45°F 25. Equipment and Utensils FC-4 .005 3-402.12 Records,Creation and Retention* 5-205.11 Accessibility,Operation and Maintenance Within 4 Hours* 26. Water,Plumbing and Waste FC-5 .006 590.004(J) Labeling of Ingredients' I Supplied with Soap and hand Drying Devices 27. Physical Facility FC-6 .007 7 Conformance with Approved Procedures/ 6-301.11 Handwashing Cleanser,Availability 28. 1 Poisonous or Toxic Materials I FC-7 1.008 HACCP Plans 6-301.12 Hand Drying Provision 129. 1 Special Requirements 1.009 3-502.11 Specialized Processing Methods* 130. 1 Other 3-502.12 Reduced-Oxygen Packaging Criteria* 8-103.12 Conformance with Approved Procedures* S:590Formback6-2doc 'Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. CF THE Tp� TOWN OF BARNSTABLE . ,- HEALTH INSPECTOR'S Establishment Name: Date: Page:3 of Yo OFFICE HOURS PUBLIC HEALTH DIVISION e:00-9:30A.M. BARNSTABLE. • 200 MAIN STREET 3:30-4:30 P.M. Item Code C-Critical Item DESCRIPTION OF VIOLATION/PLAN OF CORRECTION Date Verified .639.4 N0� HYANNIS, MA 02601 eos-sz 4644 No Reference R-Red Item PLEASE PRINT CLEARLY FOOD ESTABLISHMENT INSPECTION REPORT Name e Date Z T e of T e ns ec io I Q s ,Routine A Address -� � Risk Re-inspection Level Retail Previous Inspection Telephone Residential Kitchen Date: Mobile Pre-operation Owner HACCP Y/N Temporary Suspect Illness Caterer General Complaint Person in Charge(PIC) Time Bed&Breakfast HACCP �9 In: Other / Inspector "/P out: �"1 Each violation checked requires an explanation on the narrative page(s)and a citation of specific provision(s)violated. Violations Related to Foodborne Illness Interventions and Risk Factors(Red Items) Anti-Choking 590.009(E) ❑ Violations marked may pose an imminent health hazard and require immediate corrective Tobacco 590.009(F) ❑ Action as determined by the Board of Health. Allergen Awareness 590.009(G) ❑ FOOD PROTECTION MANAGEMENT ❑ 12.Prevention of Contamination from Hands 01 ,^,, ❑ 1.PIC Assigned/Knowledgeable/Duties ❑ 13.Handwash Facilities (/` EMPLOYEE HEALTH PROTECTION FROM CHEMICALS ❑ 2.Reporting of Diseases by Food Employees and PIC ❑ 14.Approved Food or Color Additives ❑ 3.Personnel with Infectious Restricted/Excluded ❑ 15. Toxic Chemicals FOOD FROM APPROVED SOURCE TIME/TEMPERATURE CONTROLS(Potentially Hazardous Foods) � / 7❑ 4.Food and Water from Approved Source ❑ 16.Cooking Temperatures ❑ 5.Receiving/Condition ❑ 17.Reheating ❑ 6.Tags/Records/Accuracy of Ingredient Statements ❑ 18.Cooling ❑ 7.Conformance with Approved Procedures/HACCP Plans ❑ 19.Hot and Cold Holding PROTECTION FROM CONTAMINATION ❑ 20.Time As a Public Health Control ❑ 8.Separation/Segregation/Protection REQUIREMENTS FOR HIGHLY SUSCEPTIBLE POPULATIONS(HSP) ❑ 9.Food Contact Surfaces Cleaning and Sanitizing ❑21.Food and Food Preparation for HSP ❑ 10.Proper Adequate Handwashing CONSUMER ADVISORY ❑ 11.Good Hygienic Practices ❑ 22.Posting of Consumer Advisories Violations Related to Good Retail Practices(Blue Violations Related to Good Retail Practices(Blue Items) Total Number of Critical Violations Critical(C)violations marked must be corrected immediately. (blue&red items) Corrective Action Required: F[:] No ❑ Yes Non-critical(N)violations must be corrected immediately or Overall Rating within 90 days as determined by the Board of Health. ❑ Voluntary Compliance ❑ Employee Restriction/Exclusion ❑ Re-inspection Scheduled ❑ Emergency Suspension C N Official Order for Correction: Based on an inspection today,the items Embargo Emergency Closure Voluntary Disposal checked indicate violations of 105 CMR 590.000/Federal Food Code. ❑ g ❑ g y ❑ ry P ❑ Other: 23.Management and Personnel (FC-2)(590.003) This report,when signed below by a Board of Health member or its agent A=Zero critical violations and no more than 3 non-critical violations. F=3 or more critical violations.9 or more non-critical violations, 24.Food and Food Preparation (FC-3)(590.004) constitutes an order of the Board of Health. Failure to correct violations regardless of the number of critical,results in an F. 25.Equipment and Utensils B=One critical violation and less than 4non-critical violations 9 (FC-4)(590.005) cited in this report may result in suspension or revocation of the food if no critical violations observed,4 to 6 non-critical violations=B. Seriously Critical Violation=F is scored automatically if: no hot 26.Water,Plumbing and Waste (FC-5)(590.006) establishment permit and cessation of food establishment operations. If 27.Physical Facility (FC-6)(590.007) aggrieved by this order,you have a right to a hearing. Your request must C=2 critical violations and less than i non-critical. . f critical water,sewage back-up,infestation of rodents or insects,or lack of ( )( ) be in writing and submitted to the Board of Health at the above address violations observed,7 to anon-critical violations. If 1 critical refrigeration. 28.Poisonous or Toxic Materials FC-7 590.008 9 violation,4 to 8non-critical violations=C. 29.Special Requirements (590.009) within 10 days of receipt of this order. 30.Other DATE OF RE-INSPECTION: Inspector's Si• a ul Print: 31.Dumpster screened from public view d Permit Posted? Y N Grease Trap Previous Pumping Date Grease Rendered Y N #Seats Observed Frozen Dessert Machines: Outside Dining Y N PIC's Signature Print: Self Service Wait Service Provided Grease Trap Size Variance Letter Posted Y N Dumpster Screen? Y N Violations related to Foodborne Illness Violation Related to Foodborne Illness Interventions Interventions and Risk Factors(Red Items 1-22) and Risk Factors(Red Items 1-22) (Cont.) FOOD PROTECTION MANAGEMENT PROTECTION FROM CONTAMINATION PROTECTION FROM CHEMICALS 3-501.14(C) PHFs Received at Temperatures According to 1 590.003(A) Assignment of Responsibility* 8 Cross-contamination 14 Food or Color Additives Law Cooled to 41°F/45°F Within 4 Hours* 590.003(B) Demonstration of Knowledge* 3-302.11(A)(1) Raw Animal Foods Separated from 3-202:12 Additives* 3-501.15 Cooling Methods for PHFs 2-103.11 Person-in-Charge Duties Cooked and RTE Foods.* 3-302.14 Protection from Unapproved Additives* 19 PHF Hot and Cold Holding - Contamination from Raw Ingredients 15 Poisonous or Toxic Substances 3-501.16(B) Cold PHFs Maintained At or Below 41°F/45°F 590.004(F) * - EMPLOYEE HEALTH 3-302.11(A)(2) Raw Animal Foods Separated from Each 7-101.11 Identifying Information-Original Containers* 2 590.003(C) Responsibility of the Person-in-Charge to Other* 7-102.11 Common Name-Working Containers* 3-501.16(A) Hot PHFs Maintained At or Above 140°F* Require Reporting by Food Employees and Contamination from the Environment 3-501.16(A) Roasts Held At or Above 130°F* Applicants* 3-302.11(A) Food Protection* 7-201.11 Separation-Storage* 20 Time as a Public Health Control 590.003(F) Responsibility of A Food Employee or An __ 3-302.15 Washing Fruits and Vegetables *7-202.11 Restriction-Presence and Use* 3-501.19. Time as a Public Health Control* Applicant To Report To The Person In Charge* 7.202.12 Conditions of Use 3-304.11 Food Contact with Equipment and Utensils* 590.004(11) Variance Requirements 590.003(G) Reporting by Person in Charge* Contamination from the Consumer . 7-203.11 Toxic Containers-Prohibitions* 3 590.003(D) Exclusions and Restrictions* 7-204.11 Sanitizers,Criteria-Chemicals* REQUIREMENTS FOR 3-306.14(A)(B)Returned Food and Rrated or of Food* 7-204.12 Chemicals for Washing Produce,Criteria* HIGHLY SUSCEPTIBLE POPULATIONS HSP 590.003(E) Removal of Exclusions and Restrictions g � ) Disposition of Adulterated or Contaminated Food 7.204.14 Drying Agents,Criteria* 21 3-801.11(A) Unpasteurized Pre-Packaged Juices and FOOD FROM APPROVED SOURCE 3-701.11 Discarding or Reconditioning Unsafe Food* 7-205.11 Incidental Food Contact,Lubricants* Beverages with Warning Labels* 4 Food and Water From Regulated Sources 9 Food Contact Surfaces 7-206.11 Restricted Use Pesticides,Criteria* 3-801.11(B) Use of Pasteurized Eggs* 590.004(A-B) Compliance with Food Law* 4-501.111 Manual Warewashing-Hot Water 7.206.12 Rodent Bait Stations* 3-801.11(D) Raw or Partially Cooked Animal Food and 3-201.12 Food in a HermeticallySealed Container* Sanitization Temperatures* Raw Seed Sprouts Not Served* P 7-206.13 Tracking Powders,Pest Control and 3-201.13 Fluid Milk and Milk Products* 4-501.112 Mechanical Warewashing-Hot Water I Monitoring* 3-801.11(C) Unopened Food Package Not Re'Served* 3-202.13 Shell Eggs* Sanitization Temperatures* TIME/TEMPERATURE CONTROLS 3-202.14 Eggs and Milk Products,Pasteurized* 4-501.114 Chemical Sanitization-Temp.,pH. 16 Proper Cooking Temperatures for PHFs CONSUMER ADVISORY 3-202.16 Ice Made From Potable Drinking Water* Concentration and Hardness* 3-401.11 A(1)(2) Eggs-155°F 15 sec 22 3-603.11 Consumer Advisory Posted for Consumption of 4-601.11(A) Clean Eggs mme Service sec Utensils and Food Contact Surfaces of E s-Immediate Sice 145°F 15 * Animal Foods That are Raw,Undercooked or 5-101.11 Drinking Water from an Approved System* * Not Otherwise Processed to Eliminate 590.006(A) Bottled Drinking Water* 3-401.11(A)(2) Comminuted Fish,Meats&Game Pathogens* ery crhr tnnom 4-602.11 Cleaning Frequency of Utensils and Food Animals-155°F 15 sec* 590.006(B) Water Meets Standards in 310 CMR 22.0* Contact Surfaces of Equipment* 3-302.13 Pasteurized Eggs Substitute for Raw Shell Shellfish and Fish From an Approved Source 3-401.11(B)(1)(2) Pork and Beef Roast-130'F 121 min* Eggs* 4-702:11 Frequency of Sanitization of Utensils and Food 3-401.11(A)(2) I Ratites,Injected Meats-155°F 15 sec* 3-201.14 Fish and Recreationally Caught Molluscan Contact Surfaces of Equipment* Shellfish* 4-703.1 l Methods of Sanitization-Hot Water and 3-401.11(A)(3) Poultry,Wild Game,Stuffed PHFs SPECIAL REQUIREMENTS Stuffing Containing Fish,Meat,Puul or 3-201.15 Molluscan Shellfish from NSSP Listed Chemical* g g � 590.009(A)-(D) Violations of Section 590.009(A)-(D)in cater- Sources* ing,mobile food,temporary and residential 10 Proper,Adequate Handwashing Ratites-165°F 15 sec*3-401.11(C)(3) Whole-muscle,Intact Beef Steaks 145°F* kitchen operations should be debited under Game and Wild Mushrooms Approved By 2-301.11 Clean Condition-Hands and Arms* Regulatory Authority 3-401.12 Raw Animal Foods Cooked in a Microwave the appropriate sections above if related to 3-202.18 Shellstock Identification Present* 2-301.12 Cleaning Procedure* 165°F* foodbome illness interventions and risk factors. 590.004(C) Wild Mushrooms* 2-301.14 When to Wash* 3-401.11(A)(1)(b) All Other PHFs-145°F 15 sec* Other 590.009 violations relating to good retail 3-201.17 Game Animals* 11 Good Hygienic Practices 17 Reheating for Hot Holding practices should be debited under#29-Special Requirements. 5 Receiving/Condition 2-401.11 Eating,Drinking or Using Tobacco* 3-403.11(A)&(D) PHFs 165°F 15 sec* 3-202.11 PHF's Received at Proper Temperatures* 2-401.12 Discharges From the Eyes,Nose and Mouth* 3-403.11(B) Microwave-165°F 2 Minute Standing Time* VIOLATIONS RELATED TO GOOD RETAIL PRACTICES 3-202.15 Package Integrity* 3-301.12 Preventing Contamination When Tasting* 3-403.11(C) Commercially Processed RTE Food-140°F* Blue Items 23-30) 12 Prevention of Contamination from Hands Critical and non-critical violations,which do not relate to the foodborne 3-101.11 Food Safe and Unadulterated* 3-403.11(E) Remaining Unsliced Portions of Beef Roasts* illness interventions and risk factors listed above,can be found in the 6 Tags/Records:Shellstock 590.004(E) Preventing Contamination from Employees* 18 Proper Cooling of PHFs following sections of the Food Code and 105 CMR 590.000 3-202.18 Shellstock Identification* 13 Handwashing Facilities 3-501.14(A) Cooling Cooked PHFs from 140°F to 70°F 3-203.12 Shellstock Identification Maintained* Conveniently located and Accessible Within 2 Hours and From 70°F to 41°F/45°F Item Good Retail Practices FC 590.000 Tags/Records:Fish Products 5-203.11 Numbers and Capacities* Within 4 Hours* 23. Management and Personnel FC-2 .003 5-204.11 Location and Placement* 3-501.14(B) Cooling PHFs Made from Ambient 24. Food and Food Protection FC-3 .004 3-402.11 Parasite Destruction* Temperature Ingredients to 41°F/45°F 25. Equipment and Utensils FC-4 .005 3-402.12 Records,Creation and Retention* 5-205.11 Accessibility,Operation and Maintenance Within 4 Hours* 26. Water,Plumbing and Waste FC-5 .006 590.004(J) Labeling of Ingredients' Supplied with Soap and hand Drying Devices 27. Physical Facility FC-6 .007 7 Conformance with Approved Procedures/ 6-301.11 Handwashing Cleanser,Availability 28. Poisonous or Toxic Materials FC-7 .008 HACCP Plans 6-301.12 Hand Drying Provision 129. 1 Special Requirements .009 3-502.11 Specialized Processing Methods* 30. 1 Other 3-502.12 Reduced-Oxygen Packaging Criteria* 8-103.12 Conformance with Approved Procedures* S:590Formback6-2doc 'Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. 'Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. 1 TOWN OF BARNSTABLE. HEALTH INSPECTORs Establishment Name: 4��yv _Date: Page. of �i OFFICE HOURS ILL, °�. PUBLIC HEALTH DIVISION 8:00-9:30'A.M. i BARNS ABLE 200 MAIN STREET 3:30-4:30 P.M. Item Code C-Critical Item DESCRIPTION OF VIOLATION/PLAN OF CORRECTION Date Verified Mbi9:a.0 HYANNIS,MA 02601 -FRI. 508-862�644 No Reference R-Red Item PLEASE PRINT CLEARLY 8-8 'E0N1�` FOOD EST BLISHMENT INSP CT N REPORT Name Date T e oInspection Rou' Address Risk o -Sery Prev* ecti nLF"10 O 1 OF Level reviou p c io Telephone. Residential Kitchen Date: Mobile Pre-.per ti 1 Owner HACCP Y/N Temporary Suspect I ess Caterer General Complaint Person in Charge(PIC) Time Bed 8 Breakfast HACCP , 44 Other InspectorV)d 7-9/Wami u Each violation checked requires an explanation on the narrati a page(s)and a citation of specific provision(s)violated. 4� Violations Related to Foodborne Illness Interventions and Risk Factors(Red Items) Anti-Choking 590.009(E) ❑ Violations marked may pose an imminent health hazard and require immediate corrective Tobacco 590.009(F) ❑ Action as determined by the Board of Health. Allergen Awareness 590.009(G) ❑ FOOD PROTECTION MANAGEMENT ❑ 12.Prevention of Contamination from Hands 1.PIC Assigned/Knowledgeable/Duties❑ g g ❑ 13.Handwash Facilities EMPLOYEE HEALTH PROTECTION FROM CHEMICALS ❑ 2.Reporting of Diseases by Food Employees and PIC ❑ 14.Approved Food or Color Additives ❑ 3.Personnel with Infectious Restricted/Excluded ❑ 15. Toxic Chemicals FOOD FROM APPROVED SOURCE TIME/TEMPERATURE CONTROLS(Potentially Hazardous Foods) ❑4.Food and Water from Approved Source ❑ 16.Cooking Temperatures ❑ 5.Receiving/Condition ❑ 17.Reheating ❑6.Tags/Records/Accuracy of Ingredient Statements ❑ 18.Cooling 77P ❑ 7.Conformance with Approved Procedures/HACCP Plans ❑ 19.Hot and Cold Holding PROTECTION FROM CONTAMINATION ❑ 20.Time As a Public Health Control n ❑ 8.Separation/Segregation/Protection REQUIREMENTS FOR HIGHLY SUSCEPTIBLE POPULATIONS(HSP) ❑9.Food Contact Surfaces Cleaning and Sanitizing ❑21.Food and Food Preparation for HSP ❑ 10.Proper Adequate Handwashing CONSUMER ADVISORY L_o _ ❑ 11.Good Hygienic Practices ❑ 22.Posting of Consumer Advisories 1 q l ao 1D Violations Related to Good Retail Practices(Blue Items) Total Number of Critical Violations Critical(C)violations marked must be corrected immediately. (blue&red items) Corrective Action Required: ❑ No Yes Non-critical(N)violations must be corrected immediately or Overall Rating within 90 days as determined by the Board of Health. ❑ Voluntary Compliance ❑ Employee Restriction/Exclusion ❑ Re-inspection Scheduled ❑ Emergency Suspension C N Official Order for Correction:Based on an inspection today,th ite s ❑ Embargo ❑ Emergency Closure ❑ Voluntary Disposal ❑ Other: checked indicate violations of 105 CMR 590.000/Federal Food Code. 23.Management and Personnel (FC-2)(590.003) This report,when signed below by a Board of Health member or its agent A=Zero critical violations and no more than 3 non-critical violations. F=3 or more critical violations.9 or more non-critical violations, 24.Food and Food Preparation (FC-3)(590.004) constitutes an order of the Board of Health. Failure to correct violations B=One critical violation and less than 4 non-critical violations regardless of the number of critical,results in an F. 25.Equipment and Utensils (FC4)(590.005) cited in this report may result in suspension or revocation of the food if no critical violations observed,4 to 6 non-critical violations=B. 26.Water,Plumbing and Waste (FC-5)(590.006) establishment permit and cessation of food establishment operations. If Seriously Critical Violation t F is scored automatically o la hot 27.Physical Facility .(FC-6)(590.007) aggrieved by this order,you have a right to a hearing. Your request must C=2 critical violations and less than i non-critical. . f critical water,sewage back-up,infestation of rodents or insects,or lack of ( )( ) be in writing and submitted to the Board of Health at the above address violations observed,7 to 8 non ritical iolations. If 1 critical refrigeration. 28.Poisonous or Toxic Materials FC-7 590.008 9 n,4 to 8 non-critical vi tion C. 29.Special Requirements (590.009) within 10 days of receipt of this order. 30.Other DATE OF RE-INSPECTION: nsp' tor' n ture nt: 31.Dumpster screened from public view n Permit Posted? Y N Grease Trap Previous Pumping Date Grease Rendered Y N #Seats Observed Frozen Dessert Machines: Outside Dining Y N PIC's Slgnatu Print: Self Service Wait Service Provided Grease Trap Size, Variance Letter Posted Y N Dumpster Screen? Y N Violations related to Foodborne Illness Violations Related to Foodborne Illness Interventions Interventions and Risk Factors(Red Items 1-22) and Risk Factors(Red Items 1-22) (Cont.) FOOD PROTECTION MANAGEMENT PROTECTION FROM CONTAMINATION PROTECTION FROM CHEMICALS 3-501.14(C) PHFs Received at Temperatures According to 1 590.003(A) Assignment of Responsibility* $ Cross-contamination 14 Food or Color Additives - Law Cooled to 41'F/45'F Within 4 Hours* 590.003(B) Demonstration of Knowledge* 3-302.11(A)(1) Raw Animal Foods Separated from 3-202.12 Additives* 3-501.15 Cooling Methods for PHFs 2-103.11 Person-in-Charge Duties Cooked and RTE Foods.* - 19 PHF Hot and Cold Holding 3-302.14 Protection from Unapproved Additives* Contamination from Raw Ingredients 15 _. Poisonous or Toxic Substances 3-501.16(B) Cold PHFs Maintained At or Below 41'F/45`F EMPLOYEE HEALTH 3-302.11 A 2 Raw Animal Foods Separated from Each * 590.004(F) * - . ( )O P 7-101.11 IdentifyingInformation-Ori mal Containers 2 590.003(C) Responsibility of the Person-in-Charge to Other* g * 3-501.16(A) Hot PHFs Maintained At or Above 140°F* Require Reporting by Food Employees and Contamination from the Environment 7-102.11 Common Name-Working Containers 3-501.16(A) Roasts Held At or Above 130`F* Applicants* * 7-201.11 Separation-Storage* 20 Time as a Public Health Control - 3-302.11(A) Food Protection 7-202.11 Restriction-Presence and Use* 590.003(F) Responsibility of A Food Employee or An 3-501.19 Time as a Public Health Control* - 3-302.15 Washing Fruits and Vegetables * Applicant To Report To The Person In Charge* 7.202.12 Conditions of Use 3-304.11 Food Contact with Equipment and Utensils* 590.004(11) Variance Requirements 590.003(G) Reporting by Person in Charge* 7-203.11 Toxic Containers-Prohibitions* Contamination from the Consumer 3 590.003(D) Exclusions and Restrictions* 7-204.11 Sanitizers,Criteria-Chemicals* REQUIREMENTS FOR 3-306-14(A)(B)Returned Food and Reared or of Food* 7-204.12 Chemicals for WashingProduce,Criteria* HIGHLY SUSCEPTIBLE POPULATIONS HSP 590.003(E) Removal of Exclusions and Restrictions Disposition of Adulterated or Contaminated ( ) Food 7.204.14 Drying Agents,Criteria* 21 3-801.11(A) Unpasteurized Pre-Packaged Juices and FOOD FROM APPROVED SOURCE 3-701.11 Discarding or Reconditioning Unsafe Food* 7-205.11 Incidental Food Contact,Lubricants* Beverages with Warning Labels* 4 Food and Water From Regulated Sources - 9 Food Contact Surfaces 7-206.11 Restricted Use Pesticides,Criteria* 3-801.11(B) Use of Pasteurized Eggs* 590.004(A-B) Compliance with Food Law* _ 4-501:111 Manual Warewashing-Hot Water 7.206.12 Rodent Bait Stations* 3-801.11(D) Raw or Partially Cooked Animal Food and 3-201.12 Food in a HermeticallySealed Container* Sanitization Temperatures* Raw Seed Sprouts Not Served* P 7-206.13 Tracking Powders,Pest Control and 3-201.13 Fluid Milk and Milk Products* - 4-501.112 Mechanical Warewashing-Hot Water 1 Monitoring* 3-801.11(C) Unopened Food Package Not Re-Served* 3-202.13 Shell Eggs* Sanitization Temperatures* TIME/TEMPERATURE CONTROLS. 3-202.14 Eggs and Milk Products,Pasteurized* 4-501.114 Chemical Sanitization-Temp.,pH. 1$ Proper Cooking Temperatures for PHFs CONSUMER ADVISORY 3-202.16 Ice Made From Potable Drinking Water* Concentration and Hardness* 3-401.11A(1)(2) Eggs-155`17 15 sec 22 3-603.11 Consumer Advisory Posted for Consumption of 4-601.11(A) Clean Utensils and Food Contact Surfaces of Eggs-Immediate Service 145°F 15 sec* Animal Foods That are Raw,Undercooked or Equipment 5-101.11 Drinking Water from an Approved System* * gg Not Otherwise Processed to Eliminate 590.006(A) Bottled Drinking Water* 3-401.11(A)(2) Comminuted Fish,Meats&Game Pathogens* effe cmc uuzooi ___ _ 4-602.11 __Cleaning Frequency of Utensils and Food Animals-155'F 15 sec* 590.006(B) Water Meets Standards in 310 CMR 22.0* Contact Surfaces of Equipment* 3-302.13 Pasteurized Eggs Substitute for Raw Shell Shellfish and Fish From.an Approved Source 3-401.11(B)(1)(2) Pork and Beef Roast-130°F 121 min* Eggs* 4=702.11 - Frequency of Sanitization of Utensils and Food 3-401.11(A)(2) Ratites,Injected Meats-155°F 15 sec* 3-201.14 Fish and Recreationally Caught Molluscan Contact Surfaces of Equipment* Shellfish* 3-401.11(A)(3) Poultry,Wild Game,Stuffed PHFs SPECIAL REQUIREMENTS 4-703.1] Methods of Sanitization-Hot Water and Stuffing Containing Fish,Meat,Poultry or 3-201.15 Molluscan Shellfish from NSSP Listed _ * g g � 590.009 A - D) Violations of Section 590.009 A - D m cater- Chemical ( ) ( ( ) ( ) Ratites-165'F 15 sec* Sources* 10 Proper,Adequate Handwashing ing,mobile food,temporary and residential Game and Wild Mushrooms Approved By _ 3-401.11(C)(3) Whole-muscle,Intact Beef Steaks 145°F* kitchen operations should be debited under Regulatory Authority 2-301.11 Clean Condition-Hands and Arms* 3-401.12 Raw Animal Foods Cooked in a Microwave appropriate the a ro riate sections above if related to i 3-202.18 Shellstock Identification Present* 2-301.12 Cleaning Procedure* 165°F* foodbome illness interventions and risk factors. 590.004(C) Wild Mushrooms* 2-301.14 When to Wash* 3-401.11(A)(1)(b) All Other PHFs-145°F 15 sec* Other 590.009 violations relating to good retail 3-201.17 Game Animals* .11 Good Hygienic Practices 17 Reheating for Hot Holding practices should be debited under#29-Special ' Requirements. 5 Receiving/Condition 2-401.11 Eating,Drinking or Using Tobacco* 3-403.11(A)&(D) PHFs 165°F 15 sec* 3-202.11 PHF's Received at Proper Temperatures* 2-401.12 Discharges From the Eyes,Nose and Mouth* _ 3-403.11(B) Microwave-165'F 2 Minute Standing Time* VIOLATIONS RELATED TO GOOD RETAIL PRACTICES 3-202.15 Package Integrity* 3-301.12 Preventing Contamination When Tasting* 3-403.11(C) Commercially Processed RTE Food-140°F* (Blue Items 23-30) * 12 Prevention of Contamination from Hands Critical and non-critical violations,which do not relate to the foodborne 3-101.11 Food Safe and Unadulterated 3-403.11(E) Remaining Unsliced Portions of Beef Roasts* illness interventions and risk factors listed above,can be found in the 6 Tags/Records:Shellstock 590.004(E) Preventing Contamination from Employees* 1$ Proper Cooling of PHFs following sections of the Food Code and 105 CMR 590.000 3-202.18 Shellstock Identification* 13 Handwashing Facilities 3-501.14(A) Cooling Cooked PHFs from 140'F to 70°17 . * Conveniently Located and Accessible Within 2 Hours and From 70°F to 41°F/45°F Item Good Retail Practices FC 590.000 3-203.12 Shellstock Identification Maintained Tags/Records:Fish Products 5-203.11 Numbers and Capacities* Within 4 Hours* 23. Management and Personnel FC-2 .003 3-402.11 Parasite Destruction* 5-204.11 Location and Placement* 3-501.14(B) Cooling PHFs Made from Ambient 24. Food and Food Protection FC-3 .004 5-205.11 Accessibility,O eration and Maintenance Temperature Ingredients to 41'F/45°F 25. Equipment and Utensils FC-4 .005 3-402. Records,Creation and Retention* P Within 4 Hours* 26. Water,Plumbing and Waste FC-5 .006 590.004(J) Labeling of Ingredients" Supplied witthhSoap and hand Drying Devices 27. Physical Facility FC-6 .007 7 Conformance with Approved Procedures/ 6-301.11 Handwashing Cleanser,Availability 28. 1 Poisonous or Toxic Materials I FC-7 1.008 HACCP Plans 6-301.12 Hand Drying Provision 129. 1 Special Requirements 1.009 3-502.11 Specialized Processing Methods* 30. 1 Other 3-502.12 Reduced-Oxygen Packaging Criteria* 8-103.12 Conformance with Approved Procedures* S:590Formback6-2doc *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. AM°F\ME r s TOWN OF BARNSTABLE HEALTH INSPECTOR'S Establishment Name: Date: /A3,/�age- Of ' '4 OFFICE HOURS PUBLIC HEALTH DIVISION 8:00-.9:30A.M. BARNSTABLE. •' -' 200 MAIN STREET 3:30-4:30 P.M. Item Code C-Critical Item DESCRIPTION OF VIOLATION/PLAN OF CORRECTION Date Verified HYANNIS, MA 02601 MON.-FRI. No Reference R-Red I em PLEASE PRINT CLEARLY rF0 MP'� 508-862-4644 ODE TAB 1 HMENT INSPECTION REPORT r O NameIn I& J Date T e o Tyne of Inspection ,92 Ooerationfsl Routine o Ul Address . V if V Risk Food Service Re-inspection t Level Retail Previous Inspection Telephone Residential Kitchen Date: Mobile Pre-operation Owner HACCP Y/N Temporary Suspect Illness Caterer General Complaint Person in Charge(PIC) Time Bed&Breakfast HACCP In: Other Inspector / Out: Each violation c ed requires an a lanation on the narrative page(s)and a citation of specific provision(s)violated. Violations Related to Foodborne Illness Interventions and Risk Factors(Red Items) Anti-Choking 590.009(E) ❑ Violations marked may pose an imminent health hazard and require immediate corrective Tobacco 590.009(F) ❑ Action as determined by the Board of Health. Allergen Awareness 590.009(G) ❑ FOOD PROTECTION MANAGEMENT ❑ 12.Prevention of Contamination from Hands -44 ❑ 1.PIC Assigned/Knowledgeable/Duties ❑ 13.Handwash Facilities EMPLOYEE HEALTH PROTECTION FROM CHEMICALS . ❑ 2.Reporting of Diseases by Food Employees and PIC ❑ 14.Approved Food or Color Additives ❑ 3.Personnel with Infectious Restricted/Excluded ❑ 15. Toxic Chemicals FOOD FROM APPROVED SOURCE TIME/TEMPERATURE CONTROLS(Potentially Hazardous Foods) ❑4.Food and Water from Approved Source ❑ 16.Cooking Temperatures v ❑ 5.Receiving/Condition ❑ 17.Reheating ❑ 6.Tags/Records/Accuracy of Ingredient Statements ❑ 18.Cooling ❑ 7.Conformance with Approved Procedures/HACCP Plans ❑ 19.Hot and Cold Holding PROTECTION FROM CONTAMINATION ❑ 20.Time As a Public Health Control ❑ 8.Separation/Segregation/Protection REQUIREMENTS FOR HIGHLY SUSCEPTIBLE POPULATIONS(HSP) ❑ 9.Food Contact Surfaces Cleaning and Sanitizing ❑ 21.Food and Food Preparation for HSP ❑ 10.Proper Adequate Handwashing CONSUMER ADVISORY ❑ 11.Good Hygienic Practices ❑22.Posting of Consumer Advisories Violations Related to Good Retail Practices(Blue Items) Total Number of Critical Violations Critical(C)violations.marked must be corrected immediately. (blue&red items) Corrective Action Required: ❑ No ❑.Yes Non-critical(N)violations must be corrected immediately or Overall Rating within 90 days as determined by the Board of Health. ❑ Voluntary Compliance ❑ Employee Restriction/Exclusion ❑ Re-inspection Scheduled ❑ Emergency Suspension C N Official Order for Correction:Based on an inspection today,the items ❑ Embargo ❑ Emergency Closure ❑ Voluntary Disposal ❑.Other: checked indicate-violations-of 105 CMR 590.000/Federal Food Code. 23.Management and Personnel (FC-2)(590.003) This report,when signed below by a Board of Health member or its agent A=Zero critical violations and no more than 3 non-critical violations. F=3 or more critical violations.9 or more non-critical violations, 24.Food and Food Preparation (FC-3)(590.004) constitutes an order of the Board of Health. Failure to correct violations B=One critical violation and less than 4 non-critical violations regardless of the number of critical,results in an F. 25.Equipment and Utensils (FC-4)(590.005) cited in this report may result in suspension or revocation of the food if no critical violations observed,4 to 6uon-critical violations=B. 26.Water,Plumbing and waste (FC-5)(590:006) establishment permit and cessation of food establishment operations. If Seriously Critical Violation=F is scored automatically if: no hot 27.Physical Facility (FC-6)(590.007) aggrieved by this order,you have aright to a hearing. Your request must C=2 critical violations and less than 9 non-critical. If no critical water,sewage back-up,infestation of rodents or insects,or lack of 28.Poisonous or Toxic Materials FC-7 590.008 be in writing and submitted to the Board of Health at the above address violations observed,7 to 8rion-critical violations. If 1 critical refrigeration. ( >( ) violation, o i al violations=C. 29.Special Requirements. (590.009) within 10 days of receipt of this order. 30.Other DATE OF RE-INSPECTION: Inspector's Si re Print: 31.Dumpster screened from public view Permit Posted ? Y N Grease Trap Previous Pumping Date Grease Rendered Y N #Seats Observed Frozen Dessert Machines: Outside Dining Y N PIC's Signature Print: Self Service Wait Service Provided Grease Trap Size Variance Letter Posted Y N Dumpster Screen Y N Violations related to Foodborne Illness Violations Related to Foodborne Illness Interventions Interventions and Risk Factors(Red Items 1-22) and Risk Factors(Red Items 1-22) (Cont.) FOOD PROTECTION MANAGEMENT PROTECTION FROM CONTAMINATION PROTECTION FROM CHEMICALS 3-501.14(C) PHFs Received at Temperatures According to 1 590.003(A) Assignment of Responsibility* 6 Cross-contamination14 Food or Color Additives Law Cooled to 41°F/45°F Within 4 Hours* 590.003(B) Demonstration of Knowledge* 3-302.11(A)(1) Raw Animal Foods Separated from 3-202.12 Additives* - 3-501.15 Cooling Methods for PHFs 2-103.11 Person-in-Charge Duties Cooked and RTE Foods.* 19 PHF Hot and Cold Holding g 3-302.14 Protection from Unapproved Additives* Contamination from Raw Ingredients 1S Poisonous or Toxic Substances 3-501.16(B) Cold PHFs Maintained At or Below 41°F/45°F 590.004(F) EMPLOYEE HEALTH 3-302.11(A)(2) Raw Animal Foods Separated from Each 7-101.11 IdentifyingInformation-Original Containers* 2 [59l'O.003(F) 0.003(C), Responsibility of the Person-in-Charge to Other* * 3-501.16(A) Hot PHFs Maintained At or Above 140°F* 7-102.11 Common Name-Working Containers Require Reporting by Food Employees and Contamination from the Environment 3-501.16(A) Roasts Held At or Above 130°F* lApplicants* 7-201.11 Separation-Storage*3-302.11(A) Food Protection* 20 Time as a Public Health Control 7-202.11 Restriction-Presence and Use* Responsibility of A Food Employee or An 3-501.19 Time as a Public Health Control* 3-302.15 Washing Fruits and Vegetables * Applicant To Report To The Person In Charge* 7.202.12 Conditions of Use3-304.11 Food Contact with Equipment and Utensils* * 590.004(11) Variance Requirements .003(G) Reporting by Person in Charge* 7-203.11 Toxic Containers-Prohibitions Contamination from the Consumer 3 590.003(D) Exclusions and Restrictions* 7-204.11 Sanitizers,Criteria-Chemicals* REQUIREMENTS FOR 3-306.14(A)(B)Returned Food and Reservice of Food* 7-204.12 Chemicals for WashingProduce,Criteria* HIGHLY SUSCEPTIBLE POPULATIONS HSP 590.003(E) Removal of Exclusions and Restrictions Disposition of Adulterated or Contaminated Food 7.204.14 Drying Agents,Criteria* 21 3-801.11(A) Unpasteurized Pre-Packaged Juices and FOOD FROM APPROVED SOURCE 3-701.11 Discarding or Reconditioning Unsafe Food* 7-205.11 Incidental Food Contact,Lubricants* Beverages with Warning Labels* 4 Food and Water From Regulated Sources 9 Food Contact Surfaces 7-206.11 Restricted Use Pesticides,Criteria* 3-801.11(B) Use of Pasteurized Eggs* 590.004(A-B) Compliance with Food Law* 4-501.111 Manual Warewashing-Hot Water 7.206.12 Rodent Bait Stations* 3-801.11(D) Raw or Partially Cooked Animal Food and 3-201.12 Food in a Hermetically Sealed Container* Sanitization Temperatures* 7-206.13 Tracking Powders,Pest Control and Raw Seed Sprouts Not Served* 3-201.13 Fluid Milk and Milk Products* 4-501.112 Mechanical Warewashing-Hot Water Monitoring* 3-801.11(C) Unopened Food Package Not Re-Served* 3-202.13 Shell Eggs* Sanitization Temperatures* TIME/TEMPERATURE CONTROLS 3-202.14 Eggs and Milk Products,Pasteurized* 4-501.114 Chemical Sanitization-Temp.,pH. L16 Proper Cooking Temperatures for PHFs CONSUMER ADVISORY 3-202.16 Ice Made From Potable Drinking Water* Concentration and Hardness* 3-401.11A(1)(2) Eggs-155°F 15 sec 22 3-603.11 Consumer Advisory Posted for Consumption of 4-601.11(A) Clean Utensils and Food Contact Surfaces of Eggs-Immediate Service 145°F 15 sec* Animal Foods That are Raw,Undercooked or Equipment 5-101.11 Drinking Water from an Approved System* * gg Not Otherwise Processed to Eliminate 590.006(A) Bottled Drinking Water* 3-401.11(A)(2) Comminuted Fish,Meats&Game Pathogens* Eff°"°°11112001 4-602.11 Cleaning Frequency of Utensils and Food Animals-155°F 15 sec* 590.006(B) Water Meets Standards in 310 CMR 22.0* Contact Surfaces of Equipment* 3-302.13 Pasteurized Eggs Substitute for Raw Shell Shellfish and Fish From an Approved Source 3-401.11(B)(1)(2) Pork and Beef Roast-130°F 121 min* Eggs* 4-702.11 Frequency of Sanitization of Utensils and Food 3-401.11(A)(2) Ratites,Injected Meats-155°F 15 sec* 3-201.14 Fish and Recreationally Caught Molluscan Contact Surfaces of Equipment* Shellfish* 4-703.11 Methods of Sanitization-Ho[Water and 3-401.11(A)(3) Poultry,Wild Game,Stuffed PHFs SPECIAL REQUIREMENTS Stuffing Containing Fish,Meat,Poultry or 3-201.15 Molluscan Shellfish from NSSP Listed Chemical* g g �' 590.009(A)-(D) Violations of Section 590.009(A)-(D)in cater-, Sources* Ratites-165°F 15 sec* ing,mobile food,temporary and residential C( 10 Proper,Adequate Handwashing 3-401.11 Game and Wild Mushrooms Approved By )(3) Whole-muscle,Intact Beef Steaks 145°F* kitchen operations should be debited under Regulatory Authority 2-301.11 Clean Condition-Hands and Arms* 3-401.12 Raw Animal Foods Cooked in a Microwave the appropriate sections above if related to 3-202.18 Shellstock Identification Present* 2-301.12 Cleaning Procedure* 165°F* foodborne illness interventions and risk factors. 590.004(C) Wild Mushrooms* 2-301.14 When to Wash* 3-401.11(A)(1)(b) All Other PHFs-145°F 15 sec* Other 590.009 violations relating to good retail 3-201.17 Game Animals* 11 Good Hygienic Practices 17 Reheating for Hot Holding practices should be debited under#29-Special Requirements. $ Receiving/Condition 2-401.11 Eating,Drinking or Using Tobacco* 3-403.11(A)&(D) PHFs 165°F 15 sec* 3-202.11 PHF's Received at Proper Temperatures* 2-401.12 Discharges From the Eyes,Nose and Mouth* 3-403.11(B) Microwave-165'F 2 Minute Standing Time* VIOLATIONS RELATED TO GOOD RETAIL PRACTICES 3-202.15 Package Integrity* 3-301.12 Preventing Contamination When Tasting* 3-403.11(C) Commercially Processed RTE Food-140°F* (Blue Items 23-30) 12 Prevention of Contamination from Hands Critical and non-critical violations,which do not relate to the foodborne 3-101.11 Food Safe and Unadulterated* 3-403.11(E) Remaining Unsliced Portions of Beef Roasts* illness interventions and risk factors listed above,can be found in the 6 Tags/Records:Shellstock 590.004(E) Preventing Contamination from Employees* 16 Proper Cooling of PHFs following sections of the Food Code and 105 CMR 590.000 3-202.18 Shellstock Identification* 13 Handwashing Facilities 3-501.14(A) Cooling Cooked PHFs from 140°F to 70°F 3-203.12 Shellstock Identification Maintained* Conveniently Located and Accessible Within 2 Hours and From 70°F to 41°F/45°F Item Good Retail Practices FC 590.000 Tags/Records:Fish Products 5-203.11 Numbers and Capacities* Within 4 Hours* 23. Management and Personnel FC-2 .003 3-402.11 Parasite Destruction* 5-204.11 Location and Placement* 3-501.14(B) Cooling PHFs Made from Ambient 24. Food and Food Protection FC-3 .004 * 5-205.11 Accessibility,Operation and Maintenance Temperature Ingredients to 41°F/45°F 25. Equipment and Utensils FC-4 .005 3 402.12 Records,Creation and Retention Within 4 Hours* 26. Water,Plumbing and Waste FC-5 .006. 590.004(J) Labeling of Ingredients' Supplied with Soap and hand Drying Devices 27. 1 Physical Facility FC-6 .007 7 Conformance with Approved Procedures/ 6-301.11 Handwashing Cleanser,Availability 28. Poisonous or Toxic Materials FC-7 .008 HACCP Plans 6-301.12 Hand Drying Provision 29, Special Requirements .009 3-502.11 Specialized Processing Methods* 30. Other 3-502.12 Reduced-Oxygen Packaging Criteria* 8-103.12 Conformance with Approved Procedures* S:590Formback6-2doc 'Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. 'Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. 'A9 7-11 4 �p SHE roy, - TOWN OF BARNSTABLE HEALTH wsPECTOR's Establishment Name: Date: '9 Page: of 1 OFFICE HOURS �� J_ PUBLIC HEALTH DIVISION 8:00-9:30 A.M. BARNSfABLE. • 200 MAIN STREET 3:3o-a:3o P.M. Item Code C-Critical Item DESCRIPTION O 9VIOLATION/PLAN OF CORRECTION Date Verified 'cb .6-5 �o� HYANNIS, MA 02601 sos 862-Fasa4 No Reference R-Red Item PLEASE PRINT CLEARLY "lE°MP�a FO ESTA LISHMENT INSPE TI N REPORT Name Date a of T s ectio / g outin Address Risk Food Sery n [/ Level Previou sp t' Telephone Residential Kitchen Date: Mobile Pre_ ti� Owner HACCP Y/N Temporary Suspect lit e s Caterer General Complaint Person in Charge(PIC) Time Bed&Breakfast HACCP Other Inspectorfill Each violation checked requires an explanation on the narrative p ge(s)and a citation of specific provision(s)violated. Violations Related to Foodborne Illness Interventions and Risk Factors(Red Items l Anti-Choking 590.009(E) �] Violations marked may pose an imminent health hazard and require immediate corrective Tobacco 590.009(F) ❑ O Action as determined by the Board of Health: Allergen Awareness 590.009(G) ❑ FOOD PROTECTION MANAGEMENT ❑ 12.Prevention of Contamination from Hands ❑ 1.PIC Assigned/Knowledgeable/Duties ❑ 13.Handwash Facilities - EMPLOYEE HEALTH PROTECTION FROM CHEMICALS ❑ 2.Reporting of Diseases by Food Employees and PIC ❑ 14.Approved Food or Color Additives ❑ 3.Personnel with Infectious Restricted/Excluded ❑ 15. Toxic Chemicals a FOOD FROM APPROVED SOURCE TIME/TEMPERATURE CONTROLS(Potentially Hazardous Foods) ❑4.Food and Water from Approved Source ❑ 16.Cooking Temperatures ❑ 5.Receiving/Condition ❑ 17.Reheating , s. ❑ 6.Tags/Records/Accuracy of Ingredient Statements ❑ 18.Cooling. hul ❑ 7.Conformance with Approved Procedures/HACCP Plans ❑ 19.Hot and Cold Holding PROTECTION FROM CONTAMINATION ❑ 20.Time As a Public Health Control ❑ 8.Separation/Segregation/Protection REQUIREMENTS FOR HIGHLY SUSCEPTIBLE POPULATIONS(HSP) ❑ 9.Food Contact Surfaces Cleaning and Sanitizing ❑ 21.Food and Food Preparation for HSP n (CllleArfy A, ❑ 10.Proper Adequate Handwashing CONSUMER ADVISORY i o -A- 7/1 r7 I / ❑ 11.Good Hygienic Practices. ❑22.Posting of Consumer Advisories 1. vwwv` 1fV din Violations Related to Good Retail.Practices(Blue Items) Total Number of Critical Violations Critical(C)violations marked must be corrected immediately. (blue&red items) Corrective Action Required: ❑ No ❑ Yes Non-critical(N)violations must be corrected immediately or Overall Rating within 90 days as determined by the Board of Health. ❑ Voluntary Compliance ❑ Employee Restriction/Exclusion ❑ Re-inspection Scheduled ❑ Emergency Suspension C N Official Order for Correction:Based on an inspection tod*thite ❑ Embargo ❑ Emergency Closure ❑ Voluntary Disposal ❑ Other: checked indicate violations of 105 CMR 590.000/Federal Food Code. 23.Management and Personnel (FC-2)(590.003) This report,when signed below by a Board of Health member or its agent A=Zero critical violations and no more than 3 non-critical violations. F=3 or more critical violations.9 or more non-critical violations, 24.Food and Food Preparation (FC-3)(590.004) constitutes an order of the Board of Health. Failure to correct violations regardless of the number.of critical,results in an F. 6=One critical violation and less than 4non-critical violations 9 25.Equipment and Utensils (FC-4)(590.005) cited in this report may result in suspension or revocation of the food if no critical violations observed,4 to 6 non-critical violations=B. 26.Water,Plumbing and Waste (FC-5)(590.006) establishment permit and cessation of food establishment operations. If Seriously Critical Violation=F is scored automatically if: no hot C= 27:Physical Facility (FC-6)(590.007) aggrieved by this order,you have a right to a hearing. Your request must 2 critical violations and less than 9 non-critical. If no critical water,sewage back-up,infestation of rodents or insects,or lack of violations observed,7 to 8 non-critical 28.Poisonous or Toxic Materials (FC-7)(590.008) be in writing and submitted to the Board of Health at the above address violations. If 1 critical refrigeration. 29.Special Requirements (590.009) within 10 days of receipt of this order. violation,4 to 8non-critical viol ions C. 30.Other DATE OF RE-INSPECTION: I is Sig t re 31.Dumpster screened from public view Permit Posted? Y N Grease Trap Previous Pumping Date Grease Rendered Y N #Seats Observed Frozen Dessert Machines: Outside Dining Y N IC' ignature Pr t: Self Service Wait Service Provided Grease Trap Size Variance Letter Posted Y N � - A Y Dumpster Screen? Y N Violations related to Foodbome Illness - Violations Related to Foodbore Illness Interventions Interventions and Risk Factors(Red Items 1-22) and Risk Factors(Red Items 1-22) (Cont.) FOOD PROTECTION MANAGEMENT PROTECTION FROM CONTAMINATION PROTECTION FROM CHEMICALS 3-501.14(C) PHFs Received at Temperatures According to 1 590.003(A) Assignment of Responsibility* 8 Cross-contamination 14 Food or Color Additives. Law Cooled to 41°F/45°F Within 4 Hours* 590.003(B) Demonstration of Knowledge* 3-302.11(A)(1) Raw Animal Foods Separated from 3-202.12 Additives* 3-561.15 Cooling Methods for PHFs Cooked and RTE Foods.* * 19_ PHF Hot and Cold Holding . 2-103.11 Person-in-Charge Duties 3-302.14 Protection from Unapproved Additives - Contamination from Raw Ingredients 15 Poisonous or Toxic Substances 3-501.16(B) Cold PHFs Maintained At or Below 41'F/45°F EMPLOYEE HEALTH 3-302.11(A)(2) Raw Animal Foods Separated from Each 7-101.11 Identifying Information-Original Containers* 590.004(F) * 2 590.003(C) Responsibility of the Person-in-Charge to _ _ _ Other* * 3-501.16(A) Hot PHFs Maintained At or Above 140°F 7-102.11 Common Name-Working Containers Require Reporting by Food Employees and Contamination from the Environment 3-501.16(A) Roasts Held At or Above 130°F* Storage* - Applicants* 3-302.11(A) Food Protection* 7-201.11 Separation g 20 Time as a Public Health Control 590.003(F) Responsibility of A Food Employee or An 3-302.15 Washing Fruits and Vegetables 7-202.11 Restriction-Presence and Use* 3-501.19 Time as a Public Health Control* 3-304.11 Food Contact with Equipment and Utensils Applicant To Report To The Person In Charge* * 7.202.12 Conditions of Use* 590.004 11 Variance Requirements 590.003(G)- Reporting by Person in Charge*- Contamination from the Consumer 7-203.11 Toxic Containers-Prohibitions* ( ) 9 3 590.003(D) Exclusions and Restrictions* 7-204.11 Sanitizers,Criteria-Chemicals* REQUIREMENTS FOR 3-306.14(A)(B)Returned Food And Reated or of Food* 7-204.12 . Chemicals for WashingProduce,Criteria* HIGHLY SUSCEPTIBLE POPULATIONS HSP 590.003(E) Removal of Exclusions and Restrictions Disposition of Adulterated or Contaminated � ) Food 7.204.14 Drying Agents,Criteria* 21 3-801.11(A) Unpasteurized Pre-Packaged Juices and FOOD FROM APPROVED SOURCE 3-701.11 Discarding or Reconditioning Unsafe Food* 7-205.11 Incidental Food Contact,Lubricants* Beverages with Warning Labels* 4 Food and Water From Regulated Sources 9 Food Contact Surfaces 7-206.11 Restricted Use Pesticides,Criteria* 3-801.11(B) Use of Pasteurized Eggs* 590.004(A-B) Compliance with Food Law* _ - 4-50-1.111 - Manual Warewashing-Hot Water 7.206.12 Rodent Bait Stations* 3-801.11(D) Raw or Partially Cooked Animal Food and 3-201.12 Food in a Hermetical] Sealed Container* Sanitization Temperatures* Raw Seed Sprouts Not Served* y P 7-206.13 Tracking Powders,Pest Control and * 3-201.13 Fluid Milk and Milk Products* 4-501.112 Mechanical Warewashing-Hot Water Monitoring* 3-801.11(C) Unopened Food Package Not Re-Served 3-202.13 Shell Eggs* Sanitization Temperatures* TIME/TEMPERATURE CONTROLS 3-202.14 Eggs and Milk Products,Pasteurized* 4-501.114 Chemical Sanitization-Temp.,pH. 16 Proper Cooking Temperatures for PHFs CONSUMER ADVISORY 3-202.16 Ice Made From Potable Drinking Water* Concentration and Hardness* 3-401.11A(1)(2) Eggs-155°F 15 sec 22 3-603.11 Consumer Advisory Posted for Consumption of 4-601.11(A) Clean Utensils and Food Contact Surfaces of Eggs-Immediate Service 145°F 15 sec* Animal Foods That are Raw,Undercooked or 5-101.11 Drinking Water from an Approved System* * gg Not Otherwise Processed to Eliminate Equipment 590.006(A) Bottled Drinking Water* 3-401.11(A)(2) Comminuted Fish,Meats&Game Pathogens* Eg°"°e 1/1n001 4-602.11 Cleaning Frequency of Utensils and Food Animals-155°F 15 sec* 590.006(B) Water Meets Standards in 310 CMR 22.0* Contact Surfaces of Equipment* 3-302.13 Pasteurized Eggs Substitute for Raw Shell Shellfish and Fish From an Approved Source 3-401.11(B)(1)(2) Pork and Beef Roast-130°F 121 min* Eggs* 3-201.14 Fish and Recreationally Caught Molluscan Contact Surf 4-702.11 Frequency Sanitization of Utensils and Food 3-401.11(A)(2) Ratites,Injected Meats-155°F 15 sec* aces of Equipment* Shellfish* 4-703.11 Methods of Sanitization-Hot Water and 3-401.11(A)(3) Poultry,Wild Game,Stuffed PHFs SPECIAL REQUIREMENTS Stuffing Containing Fish,Meat,Poultry or 3-201.15 Molluscan Shellfish from NSSP Listed Chemical* g g 590.009(A)-(D) Violations of Section 590.009(A)-(D)in cater- Ratites-165°F 15 sec* Sources* 10 Proper,Adequate Handwashing ing,mobile food,temporary and residential Game and Mid Mushrooms Approved By 3-401.11(C)(3) Whole-muscle,Intact Beef Steaks 145°F* kitchen operations should be debited under Regulatory.Authority 2-301.11 Clean Condition-Hands and Arms* 3-401.12 Raw Animal Foods Cooked in a Microwave the appropriate sections above if related to 3-202.18 Shellstock Identification Present* 2-301.12 Cleaning Procedure* 165°F* foodborne illness interventions and risk factors. 2-301.14 When to Wash* * Other 590.009 violations relating to good retail 590.004(C) Wild Mushrooms* 3-401.11(A)(1)(b) Al]Other PHFs-145°F 15 sec practices should be debited under#29-Special 3-201.17 Game Animals* 11 Good Hygienic Practices 17 Reheating for Hot Holding p P 2-401.11 Eating, Requirements. 5 Receiving/Condition g,Drinking or Using Tobacco* 3-403.11(A)&(D) PHFs 165°F 15 sec* 3-202.11 PHF's Received at Proper Temperatures* 2-401.12 Discharges From the Eyes,Nose and Mouth* 3-403.11(B) Microwave-165°F 2 Minute Standing Time* VIOLATIONS RELATED TO GOOD RETAIL PRACTICES 3-202.15 Package Integrity* 3-301.12 Preventing Contamination When Tasting* 3-403.11(C) Commercially Processed RTE Food-140°F* (Blue Items 23-30) 12 Prevention of Contamination from Hands Critical and non-critical violations,which do not relate to the foodborne 3-101.11 Food Safe and Unadulterated* r 3-403.11(E) Remaining Unsliced Portions of Beef Roasts* illness interventions and risk factors listed above,can be found in the 6 Tags/Records:Shellstock 590.004(E) Preventing Contamination from Employees* 18 Proper Cooling of PHFs following sections of the Food Code and 105 CMR 590.000 3-202.18 Shellstock Identification* 13 Handwashing Facilities 3-501.14(A) Cooling Cooked PHFs from 140°F to 70°F 3-203.12 Shellstock Identification Maintained* Conveniently Located and Accessible Within 2 Hours and From 70°F to 41°F/45°F Item Good Retail Practices FC 590.000 Tags/Records:Fish Products 5-203.11 Numbers and Capacities* Within 4 Hours* 23. Management and Personnel FC-2 .003 3-402.11 Parasite Destruction* 5-204.11 Location and Placement* 3-501.14(B) Cooling PHFs Made from Ambient 25. Food and Food Protection FC-3 .005 * 5-205.11 Accessibility,Operation and Maintenance Temperature Ingredients to 41°F/45°F 25. Equipment and Utensils FC-4 .005 3-402.12 Records,Creation and Retention with p Within 4 Hours* 26. Water,Plumbing and Waste FC-5 .006 590.004(J) Labeling of Ingredients* Supplied with Soap and hand Drying Devices 27. Physical Facility FC-6 .007 7 Conformance with Approved Procedures/ 6-301.11 Handwashing Cleanser,Availability 28. 1 Poisonous or Toxic Materials FC-7 .008 HACCP Plans 6-301.12 Hand Drying Provision 29. 1 Special Requirements 009 3-502.11 Specialized Processing Methods* 30. 1 Other 3-502.12 Reduced-Oxygen Packaging Criteria* 8103,12 Conformance with Approved Procedures* S:590Fonnback6-2doc 'Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. 'Denotes critical item in the federal 1999 Food Code or 105 CMR 590.006. �p THE fps TOWN OF BARNSTABLE. mow HEALTH INSPECTOR-s Establishment Name: �lJ � Date: Page: of OFFICE HOURS BARN STABLE. PUBLIC 6200 MAN STREET EEVTSION 3:30-4:30A.M. Item Code C-Critical Item DESCRIPTION OF VIOLATION/PLAN OF CORRECTI N. Date Verified VVV 3:30-4:30 P.M. eM `0� HYANNIS,MA 02601 508-862-464a No Reference R-Red Item. A� PLEASE PRINT prFO Pa - FO D E T BLIS MENT INSP C I N REPORT- - - Name j Date T e o Tyne of Inspection O Routine AddressME I Risk oo Se Re-inspection Level Previous Inspe i ,n I Telephone Residential Kitchen _ Mobile Pre-o Owner HACCP Y/N Temporary Suspect Illness Caterer General Complaint Person in Charge(PIC) Time Bed&Breakfast HACCP on Other Inspector Each violate checked requires an explanation on the narrativ 'page(s)and a citation of specific provision(s)violated. Violations Related to Foodborne Illness Interventions and Risk Factors(Red Items) Anti-Choking 590.009(E) ❑ Violations marked may pose an imminent health hazard and require immediate corrective Tobacco 590.009(F) Ni' Action as determined by the Board of Health. Allergen Awareness 590.009(G) ❑ FOOD PROTECTION MANAGEMENT ❑ 12.Prevention of Contamination from Hands ❑ 1.PIC Assigned/Knowledgeable/Duties ❑ 13.Handwash Facilities EMPLOYEE HEALTH PROTECTION FROM CHEMICALS Yi Id y ❑ 2.Reporting of Diseases by Food Employees and PIC ❑ 14.Approved Food or Color Additives ❑ 3.Personnel with Infectious Restricted/Excluded ❑ 15. Toxic Chemicals Y FOOD FROM APPROVED SOURCE TIME/TEMPERATURE CONTROLS(Potentially Hazardous Foods) r ❑ 4.Food and Water from Approved Source ❑ 16.Cooking Temperatures ! ❑ 5.Receiving/Condition ❑ 17.Reheating /� ❑ 6.Tags/Records/Accuracy of Ingredient Statements ❑ 18.Cooling ❑ 7.Conformance with Approved Procedures/HACCP Plans ❑ 19.Hot and Cold Holding PROTECTION FROM CONTAMINATION ❑20.Time As a Public Health Control ❑ 8.Separation/Segregation/Protection REQUIREMENTS FOR HIGHLY SUSCEPTIBLE POPULATIONS(HSP) ❑ 9.Food Contact Surfaces Cleaning and Sanitizing ❑21.Food and Food Preparation for HSPAT ❑ 10.Proper Adequate Handwashing CONSUMER ADVISORY ❑ 11.Good Hygienic Practices ❑ 22.Posting of Consumer Advisories L 41�i I , jqq, �Al 41-) A e�n A jA A 0 e) fyIN ` Violations Related to Good Retail Practices(Blue Items) Total Number of Critical Violations Critical(C)violations marked must be corrected immediately. (blue&red items) 1 b ( Corrective Action Required: ❑ No Yes. Non-critical(N)violations must be corrected immediately or J within 90 days as determined by the Board of Health. Overall Rating ❑ Voluntary Compliance ❑ Employee Restriction/Exclusion ❑ Re-inspection Scheduled ❑ Emergency Suspension C N Official Order for Correction:Based on an inspection today,the items ❑ Embargo ❑ Emergency Closure ❑ Voluntary Disposal ❑ Other: checked indicate violations of 105 CMR 590.000/Federal Food Code. 23.Management and Personnel (FC-2)(590.003) This report,when signed below by a Board of Health member or its agent A=Zero critical violations and no more than 3 non-critical violations. F=3 or more critical violations.9 or more non-critical violations, 24.Food and Food Preparation (FC-3)(590.004) constitutes an order of the Board of Health. Failure to correct violations regardless of the number of critical,results in an F. 25.Equipment and Utensils FC-4 590.005 B=One critical violation and less than 4non-critical violations 9 ( )( ) cited in this report may result in suspension or revocation of the food if no critical violations observed,4 to 6 non-critical violations=B. Seriously Critical Violation=F is scored automatically if: no hot 26.Water,Plumbing and Waste (FC-5)(590.006) establishment permit and cessation of food establishment operations. If C=2 critical violations and less than 9 non-critical. If no critical water,sewage back-up,infestation of rodents or insects,or lack of 27.Physical Facility (FC-6)(590.007) aggrieved by this order,you have a right to a hearing. Your request must 28.Poisonous or Toxic Materials (FC-7)(590.008) be in writing and submitted to the Board of Health at the above address violations observed,7 to anon-critical 'olations. If 1 critical refrigeration. 29.Special Requirements (590.009) within 10 days of receipt of this order. violation,4 to 8.non-critical viola on C. 30.Other DATE OF RE-INSPECTION: Ins tor' 'gnature Print: 31.Dumpster screened from public view Permit Posted? Y N Grease Trap Previous Pumping Date Grease Rendered Y N #Seats Observed Frozen Dessert Machines: Outside Dining Y N P 's Signat a Print: Self Service Wait Service Provided Grease Trap.Size Variance Letter Posted Y. N �-- Dumpster Screen? Y N /// ��'► v t 1. Violations related to Foodborne Illness Violations Related to Foodborne Illness Interventions Interventions and Risk Factors(Red Items 1-22) and Risk Factors(Red Items 1-22) (Cont.) FOOD PROTECTION MANAGEMENT PROTECTION FROM CONTAMINATION PROTECTION FROM CHEMICALS 3-501.14(C) PHFs Received at Temperatures According to 1 590.003(A) Assignment of Responsibility* 8 Cross-contamination 14 Food or Color Additives Law Cooled to 41`F/45°F Within 4 Hours* 590.003(B) Demonstration of Knowledge* 3-302.11(A)(1) Raw Animal Foods Separated from 3-202.12 Additives* 3-501.15 Cooling Methods for PHFs Cooked and RTE Foods.* * 19 PHF Hot and Cold Holding 2-103.11 Person-in-Charge Duties 3-302.14 Protection from Unapproved Additives Contamination from Raw Ingredients 15 Poisonous or Toxic Substances 3-501.16(B) Cold PHFs Maintained At or Below 41°F/45-F 590.004(F) EMPLOYEE HEALTH 3-302.11(A)(2) Raw Animal Foods Separated from Each 7-101.11 Identifying Information-Original Containers* Other* g g 3-501.16(A) Hot PHFs Maintained At or Above 140-F* 2 590.003(C) Responsibility of the Person-in-Charge to 7-102.11 Common Name-Working Containers* * Require Reporting by Food Employees and Contamination from the Environment 3-501.16(A) Roasts Held At or Above 130'F Applicants* * 7-201.11 Separation-Storage* 20 Time as a Public Health Control 3-302.11(A) Food Protection 7-202.11 Restriction-Presence and Use* 590.003(F) Responsibility of A Food Employee or An 3-302.15 Washing Fruits and Vegetables 3-501.19 Time as a Public Health Control* Applicant To Report To The Person In Charge* * 7.202.12 Conditions of Use* 590.00 11 Variance Re uirements 590.003(G) Reporting by Person in Charge* 3-304.11 Food Contact with Equipment and Utensils 7-203.11 Toxic Containers-Prohibitions* ) q Contamination from the Consumer 3 590.003(13) Exclusions and Restrictions* 7-204.11 Sanitizers,Criteria-Chemicals* REQUIREMENTS FOR 3 306.14(A)(B)Resumed Food and Reated or of Food* 7-204.12 Chemicals for WashingProduce,Criteria* HIGHLY SUSCEPTIBLE POPULATIONS HSP 590.003(E) Removal of Exclusions and Restrictions Disposition of Adulterated or Contaminated � ) Food 7.204.14 Drying Agents,Criteria* 21 3-801.11(A) Unpasteurized Pre-Packaged Juices and FOOD FROM APPROVED SOURCE 3-701.11 Discarding or Reconditioning Unsafe Food* 7-205.11 Incidental Food Contact,Lubricants* Beverages with Warning Labels* 4 Food and Water From Regulated Sources 9 Food Contact Surfaces 7-206.11 Restricted Use Pesticides,Criteria* 3-801.11(B) Use of Pasteurized Eggs* 590.004 A-B Compliance with Food Law* * 3-80L11(D) Raw or Partially Cooked Animal Food and ( ) P 4-501.111 Manual Wazewashing-Hot Water 7.206.12 Rodent Bait Stations * 3-201.12 Food in a HermeticallySealed Container* Sanitization Temperatures* Raw Seed Sprouts Not Served P 7-206.13 Tracking Powders,Pest Control and 3-201.13 Fluid Milk and Milk Products* 4-501.112 Mechanical Warewashing-Hot Water Monitoring* 3-801.11(C) Unopened Food Package Not Re-Served* 3-202.13 Shell Eggs* Sanitization Temperatures* TIMEITEMPERATURE CONTROLS 3-202.14 Eggs and Milk Products,Pasteurized* 4-501.114 Chemical Sanitization-Temp.,pH. 16 Proper Cooking Temperatures for PHFs CONSUMER ADVISORY 3-202.16 Ice Made From Potable Drinking Water* Concentration and Hardness* 3-401.11A(l)(2) Eggs-155°F 15 sec 22 3-603.11 Consumer Advisory Posted for Consumption of 4-601.11(A) Clean Utensils and Food Contact Surfaces of Eggs-Immediate Service 145°F 15 sec* Animal Foods That are Raw,Undercooked or Equipment 5-101.11 Drinking Water from an Approved System* * 8g Not Otherwise Processed to Eliminate 590.006(A) Bottled Drinking Water* 3-401.11(A)(2) Comminuted Fish,Meats&Game Pathogens* Eg dive/nrzool 4-602.11 Cleaning Frequency of Utensils and Food Animals-155'F 15 sec* 590.006(B) Watei Meets Standards in 310 CMR 22.0* Contact Surfaces of Equipment* 3-302.13 Pasteurized Eggs Substitute for Raw Shell Shellfish and Fish From an Approved Source 3-401.1](B)(1)(2) Pork and Beef Roast-130°F 121 min* Eggs* 4-702.11 Frequency of Sanitization of Utensils and Food 3-401.11(A)(2) Ratites,Injected Meats-155°F 15 sec* 3-201.14 Fish and Recreationally Caught Molluscan Contact Surfaces of Equipment* Shellfish* - 3-401.1](A)(3) Poultry,Wild Game,Stuffed PHFs SPECIAL REQUIREMENTS 4-703.11 Methods of Sanitization-Hot Water and 3-201.15 Molluscan Shellfish from NSSP Listed Stuffing Containing Fish,Meat,Poultry or 590.009(A)-(D) Violations of Section 590.009(A)-(D)in cater- Chemical* Sources* Ratites-165°F 15 sec* ing,mobile food,temporary and residential Game and Wild Mushrooms Approved By 10 Proper,Adequate Handwashing 3-401.11(C)(3) Whole-muscle,Intact Beef Steaks 145'F* kitchen operations should be debited under RegulatoryAuthority 2-301.11 Clean Condition-Hands and Arms* 3A01.12 Raw Animal Foods Cooked in a Microwave the appropriate sections above if related to 3-202.18 Shellstock Identification Present* 2-301.12 Cleaning Procedure* 165°F* foodbome illness interventions and risk factors. 590.004(C) Wild Mushrooms* 2-301.14 When to Wash* 3-401.11(A)(1)(b) All Other PHFs-145`F 15 sec* Other 590.009 violations relating to good retail 3-201.17 Game Animals* 11 Good Hygienic Practices 17 Reheating for Hot Holding practiceRequues should be debited under#29-Special 5 Receiving/Condition 2-401.11 Eating,Drinking or Using Tobacco* 3-403.11(A)&(D) PHFs 165°F 15 sec* 3-202.11 PHF's Received at Proper Temperatures* 2-401.12 Discharges From the Eyes,Nose and Mouth* 3-403.11(B) Microwave-165°F 2 Minute Standing Time* VIOLATIONS RELATED TO GOOD RETAIL PRACTICES 3-301.12 Preventing Contamination When Tasting* * (Blue Items 23-30) 3-202.15 Package Integrity* g g 3-403.11(C) Commercially Processed RTE Food-140°F Critical and non-critical violations,which do not relate to the foodborne 3-101.11 Food Safe and Unadulterated* 12 Prevention of Contamination from Hands 3-403.11(E) Remaining Unsliced Portions of Beef Roasts* illness interventions and risk factors listed above,can be found in the 6 Tags/Records:Shelistock 590.004(E) Preventing Contamination from Employees* 1g Proper Cooling of PHFs following sections of the Food Code and 105 CMR 590.000 * 13 Handwashing Facilities 3-501.14 A 3-202.18 Shelistock Identification ( ) Cooling Cooked and Fr from 140°F to /45 P25. Good Retail Practices FC 590.000 3-203.12 Shelistock Identification Maintained* Conveniently Located and Accessible Within 2 Hours and From 70°F to 41'F/45'F Tags/Records:Fish Products 5-203.11 Numbers and Capacities* Within 4 Hours* Management and Personnel FC-2 .003 * 5-204.11 Location and Placement* 3-501.14(B) Cooling PHFs Made from Ambient Food and Food Protection FC-3 .004 3-402.11 Parasite Destruction Temperature Ingredients to 41°F/45°F Equipment and Utensils FC-4 .005 3-402.12 Records,Creation and Retention* 5-205.11 Accessibility,Operation and Maintenance Within 4 Hours* Water,Plumbing and Waste FC-5 .006590.004(J) Labeling of Ingredients' Supplied with Soap and hand Drying Devices Physical Facility FC-8 .006 7 Conformance with Approved Procedures/ 6-301.11 Handwashing Cleanser,Availability 28. 1 Poisonous or Toxic Materials FC-7 .008 HACCP Plans 6-301.12 Hand Drying Provision 129. 1 Special Requirements 1.009 3-502.11 Specialized Processing Methods* 30. 1 Other 3-502.12 Reduced-Oxygen Packaging Criteria* 8-103.12 Conformance with Approved Procedures* S:590Formback5-2doc 'Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. 'Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. PA oFJUE► TOWN OF BARNSTABLE Ej0FFRCE NSPECTOR,s Establishment Name. Date: age: of e 4• •" HOURS nNsrne�e.o PUBLIC 2 0 MAW STREET s:30A.M. Item Code C-Critical Item DESCRIPTION OF VIOLATION/PLAN OF CORRECTION Date Veri ied �r� -4:30P.M. HYANNIS,MA 02601 N.-FRI. NOReference R-Red Item APL SE PRI LEA Y•/H/ 862-4644 'ED MPS O FOO ESTA LIS ENT INSP TI N REPORTON Name Date" e of Type of Inspection g Routine Address Risk ood Servi Re-inspection Level Previous Inspection n Telephone Residential Kitchen Date- Mobile re-operatio Owner HACCP Y/N Temporary Hess Caterer General Complaint Person in Charge(PIC) Time Bed&Breakfast HACCP Al Other Inspector V), -r v1p, Each violation checked requires an explanati non the narrative p e(s)and a citation of specific provision(s)violated. Violations Related to Foodborne Illness Interventions and Risk Factors(Red Items) Anti-Choking 590.009(E) ❑ Violations marked may pose an imminent health hazard and require immediate corrective Tobacco 590.009(F) ❑ Action as determined by the Board of Health. Allergen Awareness 590.009(G) ❑ FOOD PROTECTION MANAGEMENT ❑ 12.Prevention of Contamination from Hands ❑ 1.PIC Assigned/Knowledgeable/Duties ❑ 13.Handwash Facilities EMPLOYEE HEALTH PROTECTION FROM CHEMICALS ❑ 2.Reporting of Diseases by Food Employees and PIC ❑ 14.Approved Food or Color Additives ❑ 3.Personnel with Infectious Restricted/Excluded ❑ 15. Toxic Chemicals FOOD FROM APPROVED SOURCE TIME/TEMPERATURE CONTROLS(Potentially Hazardous Foods) ❑ 4.Food and Water from Approved Source ❑ 16.Cooking Temperatures A ❑ 5.Receiving/Condition ❑ 17.Reheating ❑ 6.Tags/Records/Accuracy of Ingredient Statements ❑ 18.Cooling ❑ 7.Conformance with Approved Procedures/HACCP Plans ❑ 19.Hot and Cold Holding f PROTECTION FROM CONTAMINATION ❑ 20.Time As a Public Health Control ❑ 8.Separation/Segregation/Protection REQUIREMENTS FOR HIGHLY SUSCEPTIBLE POPULATIONS(HSP) ❑ 9.Food Contact Surfaces Cleaning and Sanitizing ❑21.Food and Food Preparation for HSP ❑ 10.Proper Adequate Handwashing CONSUMER ADVISORY �(� ` j ❑ 11.Good Hygienic Practices ❑ 22.Posting of Consumer Advisories v l(►YV\11'J1 Violations Related to Good Retail Practices(Blue Items) Total Number of Critical Violations Critical C violations marked must be corrected immediately. &red items ( ) blue Y ( ) Corrective Action Required: ect a No Yes Q q Non-critical N violations must be corrected immediate) or � �" ( ) Y Overall Rating within 90 days as determined by the Board of Health. ❑ Voluntary Compliance ❑ Employee Restriction/Exclusion ❑ Re-inspection Scheduled ❑ Emergency Suspension C N Official Order for Correction:Based on an inspection today,the items ❑ Embargo ❑ Emergency Closure ❑ Voluntary Disposal ❑ Other: checked indicate violations of 105 CMR 590.000/Federal Food Code. 23.Management and Personnel (FC-2)(590.003) This report,when signed below by a Board of Health member or its agent A=Zero critical violations and no more than 3 non-critical violations. F=3 or more critical violations.9 or more non-critical violations, 24.Food and Food Preparation (FC-3)(590.004) constitutes an order of the Board of Health. Failure to correct violations regardless of the number of critical,results in an F. 6=One critical violation and less than 4Hon-critical violations 9 25.Equipment and Utensils (FC-4)(590.005) cited in this report may result in suspension or revocation of the food if no critical violations observed,4 to 6 non-critical violations=B. 26.Water,Plumbing and Waste (FC-5)(590.006) establishment permit and cessation of food establishment operations. If Seriously Critical Violation F is scored automatically lack of no hot 27.Physical Facility (FC-6)(590.007) aggrieved by this order,you have a right to a hearing. Your request must C=2 critical violations and less than 9Hon-critical. If no critical water,sewage back-up,infestation of rodents or insects,or la 28.Poisonous or Toxic Materials (FC-7)(590.008) be in writing and submitted to the Board of Health at the above address violations observed,7 to 8 non-critical viol tions. If 1 critical refrigeration. 29.Special Requirements (590.009) within 10 days of receipt of this order. violation,4 to 8Hon-critical viol ons- 30.Other DATE OF RE-INSPECTION: Ins cto Si ture Pi r' r /� 31.Dumpster screened from public view 1 ! Permit Posted? Y N Grease Trap Previous Pumping Date Grease Rendered Y N #Seats Observed Frozen Dessert Machines: Outside Dining Y N PIC's nature Pn t: C `�e Self Service Wait Service Provided Grease Trap Size Variance Letter Posted Y N Dumpster Screen? Y N Violations related to Foodborne Illness Violations Related to Foodborne Illness Interventions Interventions and Risk Factors(Red Items 1-22) and Risk Factors(Red Items 1-22) (Cont.) r FOOD PROTECTION MANAGEMENT PROTECTION FROM CONTAMINATION PROTECTION FROM CHEMICALS 3-501.14(C) PHFs Received at Temperatures According to 1 590.003(A) Assignment of Responsibility* 6 Cross-contamination F14 Food or Color Additives Law Cooled to 41°F/45°F Within 4 Hours* 590.003(B) Demonstration of Knowledge* 3-302.11(A)(1) Raw Animal Foods Separated from 3-202.12 Additives* 3-501.15 Cooling Methods for PHFs 2-103.11 Person-in-Char a Duties Cooked and RTE Foods.* * 19 PHF Hot and Cold Holding g 3-302.14 Protection from Unapproved Additives Contamination from Raw Ingredients 15 Poisonous or Toxic Substances 3-501.16(B) Cold PHFs Maintained At or Below 41°F/45°F EMPLOYEE HEALTH 3-302.11(A)(2) Raw Animal Foods Separated from Each 7-101.11 Identifying Information-Original Containers* 590.004(F) * 2 590,003(C) Responsibility of the Person-in-Charge to Other* _ * 3-501.16(A) Hot PHFs Maintained At or Above 140°F Require Reporting by Food Employees and Contamination from the Environment 7-102.11 Common Name-Working Containers 3-501.16(A) Roasts Held At or Above 130'F* Applicants* 3-302.11(A) Food Protection* 7-201.11 Separation-Storage* 20 Time as a Public Health Control 7-202.11 Restriction-Presence and Use* 590.003(F) Responsibility of A Food Employee or An 3-501.19 Time as a Public Health Control* I _ 3-302.15 Washing Fruits and Vegetables * Applicant To Report To The Person In Charge* 7.202.12 Conditions of Use 3-304.11 Food Contact with Equipment and Utensils* 590.004(11) Variance Requirements590.003(G) Reporting by Person in Charge* 7-203.11 Toxic Containers-Prohibitions* Contamination from the Consumer 3 590.003(D) Exclusions and Restrictions* 7-204.11 Sanitizers,Criteria-Chemicals* -REQUIREMENTS FOR 3-306.14(A)(B)Returned Food and Rrated or of Food* 7-204.12 Chemicals for WashingProduce,Criteria*` HIGHLY SUSCEPTIBLE POPULATIONS HSP 590.003(E) Removal of Exclusions and Restrictions Disposition of Adulterated or Contaminated � ) Food 7.204.14 Drying Agents,Criteria* 21 3-801.11(A) Unpasteurized Pre-Packaged Juices and FOOD FROM APPROVED SOURCE 3-701.11 Discarding or Reconditioning Unsafe Food* 7-205.11 Incidental Food Contact,Lubricants* Beverages with Warning Labels* 4 Food and Water From Regulated Sources g Food Contact Surfaces 7-206.11 Restricted Use Pesticides,Criteria* 3-801.11(B) Use of Pasteurized Eggs* 590.004(A-B) Compliance with Food Law* 4-501:111 Manual Warewashing-Hot Water 7.206.12 ' Rodent Bait Stations* 3-801.11(D) Raw or Partially Cooked Animal Food and 3-201.12 Food in a Hermetically Sealed Container* Sanitization Temperatures* Raw Seed Sprouts Not Served* 7-206.13 Tracking Powders,Pest Control and 3-201.13 Fluid Milk and Milk Products* 4-501.112 Mechanical Warewashing-Hot Water Monitoring* 3-801.1l(C) Unopened Food Package Not Re-Served* 3-202.13 Shell Eggs* Sanitization Temperatures* TIME(TEMPERATURE CONTROLS 3-202.14 Eggs and Milk Products,Pasteurized* 4-501.114 Chemical Sanitization-Temp.,pH. 16 Proper Cooking Temperatures for PHFs CONSUMER ADVISORY 3-202.16 Ice Made From Potable Drinking Water* Concentration and Hardness* 3-401.11 A(1)(2) Eggs-155`F 15 sec 22 3-603.11 Consumer Advisory Posted for Consumption of 4-601.11(A) Clean Utensils and Food Contact Surfaces of Eggs-Immediate Service 145°F 15 sec* Animal Foods That are Raw,Undercooked or Equipment 5-101.11 Drinking Water from an Approved System* * gg Not Otherwise Processed to Eliminate 590.006(A) Bottled Drinking Water* 3-401.11(A)(2) Comminuted Fish,Meats&Game Pathogens* effri-rnnoor 4-602.11 Cleaning Frequency of Utensils and Food Animals-155°F 15 sec* 590.006(B) Water Meets Standards in 310 CMR 22.0* Contact Surfaces of Equipment* 3-302.13 Pasteurized Eggs Substitute for Raw Shell Shellfish and Fish From an Approved Source 3-401.11(B)(1)(2) Pork and Beef Roast-130'F 121 min* Eggs* 3-201.14 Fish and Recreationally Caught Molluscan Contact Surf 4-702.11 Frequency Sanitization of Utensils and Food 3-401.11(A)(2) Ratites,Injected Meats-155°F 15 sec* faces of Equipment* Shellfish* 4-703.11 Methods of Sanitization-Hot Water and 3-401.11(A)(3) Poultry,Wild Game,Stuffed PHFs SPECIAL REQUIREMENTS 3-201.15 Molluscan Shellfish from NSSP Listed * Stuffing Containing Fish,Meat,Poultry or 590.009 A D Violations of Section 590.009 A D m cater- Chemical ( ) ( ) ( ) ( ) Sources* Ratites-165'F 15 sec* 10 Proper,Adequate Handwashing ing,mobile food,temporary and residential Game and Wild Mushrooms Approved By 3-401.11(C)(3) Whole-muscle,Intact Beef Steaks 145°F* kitchen operations should be debited under Regulatory Authority 2-301.11 Clean Condition-Hands and Arms* 3-401.12 Raw Animal Foods Cooked in a Microwave the appropriate sections above if related to 3-202.18 Shellstock Identification Present* 2-301.12 Cleaning Procedure* 165°F* foodbome illness interventions and risk factors. 590.004(C) Wild Mushrooms* 2-301.14 When to Wash* 3-401.11(A)(1)(b) All Other PHFs-145°F 15 sec* Other 590.009 violations relating to good retail 3-201.17 Game Animals* 11 Good Hygienic Practices 17 Reheating for Hot Holding practices should be debited under#29-Special Requirements. 5 Receiving/Condition 2-401.11 Eating,Drinking or Using Tobacco* 3-403.11(A)&(D) PHFs 165'F 15 sec* 3-202.11 PHF's Received at Proper Temperatures* 2-401.12 Discharges From the Eyes,Nose and Mouth* 3-403.11(B) Microwave-165°F 2 Minute Standing Time* VIOLATIONS RELATED TO GOOD RETAIL PRACTICES 3-202.15 Package Integrity* 3-301.12 Preventing Contamination When Tasting* 3-403.11(C) Commercially Processed RTE Food-140°F* Blue Items 23-30) 12 Prevention of Contamination from Hands Critical and non-critical violations,which do not relate to the foodbome 3-101.11 Food Safe and Unadulterated* 3-403.11(E) Remaining Unsliced Portions of Beef Roasts* illness interventions and risk factors listed above,can be found in the 6 Tags/Records:Shellstock 590.004(E) Preventing Contamination from Employees* 16 Proper Cooling of PHFs following sections of the Food Code and 105 CMR 590.000 3-202.18. Shellstock Identification* 13 Handwashing Facilities 3-501.14(A) Cooling Cooked PHFs from 140-F to 70°F 3-203.12 Shellstock Identification Maintained* Conveniently Located and Accessible Within 2 Hours and From 70°F to 41°F/45°F Item Good Retail Practices FC 590.000 Tags/Records:Fish Products 5-203.11 Numbers and Capacities* Within 4 Hours* 23. Management and Personnel FC-2 .003 * 5-204.11 Location and Placement* 3-501.14(B) Cooling PHFs Made from Ambient 24. Food and Food Protection FC-3 .004 3 402.11 Parasite Destruction Temperature Ingredients to 41017/45017 25. Equipment and Utensils FC-4 .005 3-402.12 Records,Creation and Retention* 5-205.11 Accessibility,Operation and Maintenance Within 4 Hours* 26. Water,Plumbing and Waste FC-5 .006 590.004(J) Labeling of Ingredients* Supplied with Soap and hand Drying Devices 27. Physical Facility FC-6 .007 7 Conformance with Approved Procedures/ 6-301.11 1 Handwashing Cleanser,Availability 28. Poisonous or Toxic Materials FC-7 .008 HACCP Plans 6-301.12 Hand Drying Provision 29. Special Requirements 1.009 3-502.11 Specialized Processing Methods* 30. Other 3-502.12 Reduced-Oxygen Packaging Criteria* 8-103.12 Conformance with Approved Procedures* 3 S:590Formback6-2doc *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. oF.ME rqr TOWN OF BARNSTABLE HEALTH INSPECTOR'S Establishment Name: AMY;"; Date: Page: of c_ OFFICE HOURS O` PUBLICDIVISION : -9:3A.M. BARE. 20 MAN STREET Item Code C-Critical Item DESCRIPTION OF VIOLATION/PLAN OF CORRECTION Date Verified MON 3:3030-4:30 P.M. HYANNIS, MA 02601 sos-8'21iRs44 No Reference R-.Red Item PLEASE PRINT CLEARLY prEOMA+° FOODAS-TABILISHMPNT INSP TI REPORT Name [flDate a of Tyne of Insoection r io s Routine Address IRis t Service Re-inspection Level Retail Previous Inspection Telephone Residential Kitchen Date: Mobile Pre-operation Owner HACCP Y/N Temporary Suspect Illness Caterer General Complaint Person in Charge(PIC) Time Bed&Breakfast HACCP I In: Other Inspector Out:EL -1 Each violation c ecked requires an e p anation on the narrative page(s)and a citation of specific provision(s)violated. Violations Related to Foodborne Illness Interventions and Risk Factors(Red Items) Anti-Choking 590.009(E) ❑ - Violations marked may pose an imminent health hazard and require immediate corrective Tobacco 590.009(F) ❑ Action as determined by the Board of Health. Allergen Awareness 590.009(G) ❑ FOOD PROTECTION MANAGEMENT ❑ 12.Prevention of Contamination from Hands ❑ 1.PIC Assigned/Knowledgeable/Duties ❑ 13.Handwash Facilities EMPLOYEE HEALTH PROTECTION FROM CHEMICALS ❑ 2.Reporting of Diseases by Food Employees and PIC ❑ 14.Approved Food or Color Additives w ❑ 3.Personnel with Infectious Restricted/Excluded ❑ 15. Toxic Chemicals FOOD FROM APPROVED SOURCE TIME/TEMPERATURE CONTROLS(Potentially Hazardous Foods) ❑4.Food and Water from Approved Source ❑ 16.Cooking Temperatures ❑ 5.Receiving/Condition ❑ 17.Reheating ❑ 6.Tags/Records/Accuracy of Ingredient Statements ❑ 18.Cooling ❑ 7.Conformance with Approved Procedures/HACCP Plans ❑ 19.Hot and Cold Holding AY PROTECTION FROM CONTAMINATION ❑ 20.Time As a Public Health Control ❑ 8.Separation/Segregation/Protection REQUIREMENTS FOR HIGHLY SUSCEPTIBLE POPULATIONS(HSP) ❑ 9.Food Contact Surfaces Cleaning and Sanitizing ❑ 21.Food and Food Preparation for HSP ❑ 10.Proper Adequate Handwashing CONSUMER ADVISORY l ❑ 11.Good Hygienic Practices ❑ 22.Posting of Consumer Advisories C Violations Related to Good Retail Practices(Blue Items) Total Number of Critical Violations Critical(C)violations marked must be corrected immediately. (blue&red items) Corrective Action Required: ❑ No ❑ Yes Non-critical(N)violations must be corrected immediately or Overall Rating within 90 days as determined by the Board of Health. ❑ Voluntary Compliance ❑ Employee Restriction/Exclusion ❑ Re-inspection Scheduled ❑ Emergency Suspension C N Official Order for Correction: Based on an inspection today,the items Embargo Emergency Closure Voluntary Disposal Other: checked indicate violations of 105 CMR 590.000/Federal Food Code. 23.Management and Personnel (FC-2)(590.003) This report,when signed below by a Board of Health member or its agent A=Zero critical violations and no more than 3 non-critical violations. F=3 or more critical violations.9 or more non-critical violations, 24.Food and Food Preparation (FC-3)(590.004) constitutes an order of the Board of Health. Failure to correct violations regardless of the number of critical,results in an F. 25.Equipment and Utensils B=One critical violation and less than 4non-critical violations 9 (FC-4)(590.005) cited in this report may result in suspension or revocation of the food if no critical violations observed,4 to 6 non-critical violations=B. 26.Water,Plumbing and Waste (FC-5)(590.006) establishment permit and cessation of food establishment operations. If Seriously Critical Violation t F is scored automatically o la hot 27.Physical.Facility (FC-6)(590.007) aggrieved by this order,you have a right to a hearing. Your request must C=2 critical violations and less than 9 non-critical. If no critical water,sewage back-up,infestation of rodents or insects,or lack of 28.Poisonous or Toxic Materials (FC-7)(590.008) be in writing and submitted to the Board of Health at the above address violations observed,7 to anon-critical violations. If 1 critical refrigeration. 29.Special Requirements (590.009) within 10 days of receipt of this order. violation,4 to 8 n critical violations=C. 30.Other PATE OF RE-INSPECTION: Inspe o' Sign a Print: 31.Dumpster screened from public view Permit Posted? Y N Grease Trap Previous Pumping Date Grease Rendered Y N t:i P tur Print- Self#Seats Observed Frozen Dessert Machines: Outside Dining Y N PIC' na c o Self Service Wait Service Provided Grease Trap Size Variance Letter Posted Y N Dumpster Screen? Y N Violations related-to Foodborne Illness Violations Related to Foodborne Illness Interventions Interventions and Risk Factors(Red Items 1-22) and Risk Factors(Red Items 1-22) (Cont.) FOOD PROTECTION MANAGEMENT PROTECTION FROM CONTAMINATION PROTECTION FROM CHEMICALS 3-501.14(C) PHFs Received at Temperatures According to 1 590.003(A) jAssignment of Responsibility* F 8 Cross-contamination L14 Food or Color Additives, .. _ Law Cooled to 41°F/45°F Within 4 Hours* 590.003(B) Demonstration of Knowledge* 3-302.11(A)(1) Raw Animal Foods Separated from 3-202.12 Additives* ( 3-501.15 Cooling Methods for PHFs Cooked and RTE Foods.* * 19 PHF Hot and,Cold Holding 2-103.11 Person-in-Charge Duties 3-302.14 Protection from Unapproved Additives - Contamination from Raw Ingredients 15 Poisonous or Toxic Substances 3-501.16(B) Cold PHFs Maintained At or Below 41°F/45°F EMPLOYEE HEALTH 3-302.11(A)(2) Raw Animal Foods Separated from Each 7-101.11 Identifying Information-Original Conta 7-102.11 Common Nam -Working Containers iners* 590.004(F) * 2 590.003(C) Responsibility of the Person-in-Charge to Other* * 3-501.16(A) Hot PHFs Maintained At or Above 140°F e Require Reporting by Food Employees and Contamination from the Environment 3-501.16(A) Roasts Held At or Above 130°F* 7-201.11 P g Separation-Storage* Applicants* 3-302.11(A) Food Protection* 20 Time as a Public Health Control 590.003(F) Responsibility of A Food Employee or An 3-302.15 Washing Fruits and Vegetables 7-202.11 Restriction-Presence and Use* 3-501.19 Time as a Public Health Control* 3-304.11 Food Contact with Equipment and Utensils Applicant To Report To The Person In Charge* * 7.202.12 Conditions of Use* 590.004 11 Requirements eq 590.003(G) Reporting by Person in Charge* 7-203.11 Toxic Containers-Prohibitions* ( ) Variance Contamination from the Consumer 3 590.003(D) Exclusions and Restrictions* 7-204.11 Sanitizers,Criteria-Chemicals* .,_. ,. .REQUIREMENTS FOR 90.003(E) Removal of Exclusions and Restrictions Disposition of Adulterated or . 3-306.14(A)(B)Returned Food and Rated or of Food*Contaminated 7-204.12 Chemicals for Washing Produce,Criteria* HIGHLY SUSCEPTIBLE POPULATIONS HSP 5 Food 7.204.14 Drying Agents,Criteria* 21 3-801.11(A) Unpasteurized Pre-Packaged Juices and FOOD FROM APPROVED SOURCE 3-701.11 Discarding or Reconditioning Unsafe Food* 7-205.11 Incidental Food Contact,Lubricants* Beverages with Warning Labels* 4 Food and Water From Regulated Sources 9 Food Contact Surfaces 7-206.11 Restricted Use Pesticides,Criteria* 3-801.11(B) Use of Pasteurized Eggs* 590.004(A-B) Compliance with Food Law* _ 4-501.111 Manual Warewashing-Hot Water 7.206.12 Rodent Bait Stations* 3-801.11(D) Raw or Partially Cooked Animal Food and 3-201.12 Food in a Hermetical] Sealed Container* Sanitization Temperatures* Raw Seed Sprouts Not Served* y P 7-206.13 Tracking Powders,Pest Control and 3-201.13 Fluid Milk and Milk Products* 4-501.112 Mechanical Warewashing-Hot Water Monitoring* 3-801.11(C) Unopened Food Package Not Re-Served* 3-202.13 Shell Eggs* Sanitization Temperatures* TIME/TEMPERATURE CONTROLS 3-202.14 Eggs and Milk Products,Pasteurized* 4-501.114 Chemical Sanitization-Temp.,pH. Proper Cooking Temperatures for PHFs CONSUMER ADVISORY 3-202.16 Ice Made From Potable Drinking Water* Concentration and Hardness* 163-401.11A(1)(2) Eggs-155°F 15 sec 22 3-603.11 Consumer Advisory Posted for Consumption of 4-601.11(A) Clean Utensils and Food Contact Surfaces of Eggs-Immediate Service 145°F 15 sec* Animal Foods That are Raw,Undercooked or Equipment 5-101.11_ Drinking Water from an Approved System* gg* Not Otherwise Processed to Eliminate 590.006(A) Bottled Drinking Water* 3-401.11(A)(2) Comminuted Fish,Meats&Game Pathogens* Eg crave urrzow 4-602.11 Cleaning Frequency of Utensils and Food Animals-155°F 15 sec* 590.006(B) ' Water Meets Standards in 310 CMR 22.0* Contact Surfaces of Equipment 3-302.13 Pasteurized Eggs Substitute for Raw Shell Shellfish and Fish From an Approved Source P 3-401.11(B)(1)(2) Pork and Beef Roast-130°F 121 min* Eggs* 4-702.11 Frequency of Sanitization of Utensils and Food 3-401.11(A)(2) Ratites,Injected Meats-155°F 15 sec* 3-201.14 Fish and Recreationally Caught Molluscan Contact Surfaces of Equipment* Shellfish* 3-401.11(A)(3) Poultry,Wild Game,Stuffed PHFs SPECIAL REQUIREMENTS 4-703.11 Methods of Sanitization-Hot Water and StuffingContaining Fish,Meat,Poultry or 3-201.15 Molluscan Shellfish from NSSP Listed Chemical* g 590.009(A)-(D) Violations of Section 590.009(A)-(D)in cater- Ratites-165°F 15 sec* Sources* ing,mobile food,temporary and residential 10 Proper,Adequate Handwashing 3-401:11(C)(3) Whole-muscle,Intact Beef Steaks 145'F* kitchen operations should be debited under Game and Wild Mushrooms Approved By 2-301.11 Clean Condition-Hands and Arms* Regulatory Authority 3-401.12 Raw Animal Foods Cooked in a Microwave the appropriate sections above if related to 3-202.18 Shellstock Identification Present* 2-301.12 Cleaning Procedure* 165°F* foodbome illness interventions and risk factors. 590.004(C) Wild Mushrooms* 2-301.14 When to Wash* 3-401.11(A)(1)(b) All Other PHFs-145°F 15 sec* Other 590.009 violations relating to good retail 3-201.17 Game Animals * 11 Good Hygienic Practices 17 Reheating for Hot Holding practices should be debited'under#29-Special Requirements. 5 Receiving/Condition 2-401.11 Eating,Drinking or Using Tobacco* 3-403.11(A)&(D) PHFs 165°F 15 sec* 3-202.11 PEF s Received at Proper Temperatures* 2-401.12 Discharges From the Eyes,Nose and Mouth* 3-403.11(B) Microwave-165°F 2 Minute Standing Time* V/OLATIONS RELATED TO GOOD RETAIL PRACTICES * 3-301.12 Preventing Contamination When Tasting* 3-403.11 * (Blue Items 23-30) 3-202.15 Package Integrity (C) Commercially Processed RTE Food-140°F Critical and non-critical violations,which do not relate to the foodbome 3-101.11 Food Safe and Unadulterated* 12 Prevention of Contamination from Hands 3-403.11(E) Remaining Unsliced Portions of Beef Roasts* illness interventions and risk factors listed above,can be found in the 6 Tags/Records:Shellstock 590.004(E) Preventing Contamination from Employees* 18 Proper Cooling of PHFs following sections of the Food Code and 105 CMR 590.000. 3-202.18 Shellstock Identification* 13 Handwashing Facilities 3-501.14(A) Cooling Cooked PHFs from 140*F to 70°F 3-203.12 Shellstock Identification Maintained* Conveniently Located and Accessible Within 2 Hours and From 70°F to 41°F/45°F Item Good Retail Practices FC 590.000 Tags/Records:Fish Products 5-203.11 Numbers and Capacities* Within 4 Hours* 23. Management and Personnel FC-2 .003 - * 5-204.11 Location and Placement* 3-501.14(B) Cooling PHFs Made from Ambient 24. Food and Food Protection FC-3 .004 . 3-402.11 Parasite Destruction Temperature Ingredients to 41°F/45°F 25. Equipment and Utensils FC-4 .005 3-402.12 Records,Creation and Retention* 5-205.11 Accessibility,Operation and Maintenance Within 4 Hours* 26. Water,Plumbing and Waste FC-5 .006 590.004(J) Labeling of Ingredients* Supplied with Soap and hand Drying Devices 27. Physical Facility FC-6 .007 7 Conformance with Approved Procedures/ 6-301.11 Handwashing Cleanser,Availability 28. Poisonous or Toxic Materials FC-7 .008 HACCP Plans 6-301.12 Hand Drying Provision 129. 1 Special Requirements .009 3-502.11 Specialized Processing Methods* 130. 1 Other 3-502.12 Reduced-Oxygen Packaging Criteria* 8-103.12 Conformance with Approved Procedures* S:590Formback6-2doc 'Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. *Denotes critical item in the federal 1999 Food Code or 105 CMR 590.000. 103 0 0 E3 BROWN LINDQUIST FENU. CCIO & RABER ARCHITECTS, INC. April 3, 2019 Donna Miorandi, Health Inspector Town of Barnstable Health Division 200 Main Street Hyannis, MA 02601 Via Email: donna.miorandi@town.barnstable.ma.us Dear Donna, We are the Architects of record for the Amie'& Bakery project on Main Street in Osterville, which is close to wrapping up in the coming weeks, As you are aware,there are two business condo units in the building. The larger primary tenant is the Bakery, but there is a yet to be finished out retail tenant space as well. During permitting of the project,the Beams of Health dDepartment required an additional restroom to be indicated in the tenant space, in addition to the 2 common core restrooms accessible from both the condo units. The building owner is finalizing plans to complete the buildout of the tenant space and, based on our review of relevant state plumbing codes and current local Board of Health regulations, we do not find any reference indicating where the additional restroom in the tenant space is required. We are proposing that this extra restroom be removed from the tenant space buildout and are seeking confirmation of our interpretation of the local regulations as they apply in this case. If there is a specific local regulation which would require the additional restroom, could you please provide the applicable regulation? We appreciate any assistance you can provide. Sincerely, Tim Sawyer Senior Associate/Project Manager-ftimCo)capearchitects.com) cc: Amie Smith, Nick Laaadinos 203 WILLOW STREET SUITE A 93B COURT STREET UNIT 22 YARMOUTHPORT, MA 02675, PLYMOUTH,MA 02360 508-362-8382 508-927-4127 WWW,CAPEARCH ITECTS.COM 6 I �oZ 7 dr1t���Sf 126� lNa� S( wn of arnstable �, ,. 1 * &kMSTABM ' 9� s639. ,�� Board of Health A 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawayanagi Donald A.Guadagnoli,M.D. April 6, 2018 Amended—Wastewater Restriction corrected at#1276 Mr. Matthew Eddy, P.E. Baxter Nye Engineering and Surveying 78 North Street Hyannis, MA 02601 r { JJ T] -1 - 1 }x, MLi-� 4 3 1 RE 4 1276,,1266, and 1254SMarn Street, Osterville;Parces:055 00�, 055, and 056 }on ✓3 .=1 lAyrS r5 y �,,, lF` �, •�y.t� -RYri y�`rr r 5 � Assessor's Map 119 Dear Mr. Eddy, You are granted permission to utilize nitrogen aggregation in order to construct onsite sewage disposal systems at 1254, 1266, and 1.276 Main Street Osterville, Massachusetts, on behalf of your client Benjamin J. Losordo Trustee, (hereinafter the "Owner") with the following conditions: 1276 Main Street Osterville (1) The. nitrogen aggregation credit land, identified as a 9,241 square feet area at the -- _ — easterly section at-Parcel 55-001 on Assessor's Map 119, known as 1276- Main ' Street Osterville, shall be restricted in use in strict accordance with 310 CMR 15.216 of the State Environmental Code, Title V. This identified nitrogen aggregation credit land area must remain pervious. Any impervious structure(s) shall not be allowed. This credit land shall not have any manmade sources of nitrogen, shall` not-receive any fertilization, and shall not be used for keeping, raising, or breeding animals. (2) The Owner shall execute and record at the Barnstable County Registry of Deeds a deed restriction, approved by the Town Attorney, restricting the nitrogen aggregation credit land area so that there will be no impervious pavement nor any impervious structures constructed; so that there will be no manmade sources of nitrogen, including fertilization; and so that there will be no keeping, raising, nor breeding of any animals. The nitrogen aggregation credit land is identified as a 9,241.square feet land area, at Parcel 55-001 on Assessor's Map 119, known as 12.76 Main Street, Osterville Massachusetts. A copy of the recorded deed Q:\WPFILES\Eddy NitrogenAggregation 3 LotsLosordo 1254-76 Main Street Ost 2017 Rev Apr2018.docx it kj restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) No more than 118 gallons of wastewater discharge per day are authorized to be discharged at 1276 Main Street, Osterville Massachusetts, identified as Parcel 55-001 on Assessor's Map 119. (4) The Owner shall execute and record at the Barnstable County Registry of Deeds, a deed restriction, approved by the Town Attorney, restricting the property at 1276 Main Street Osterville, identified as Parcel 55-001 on Assessor's Map 119, to a maximum daily wastewater discharge of 118 gallons per day. 1266 Main Street Osterville (5) No more than 220 gallons of wastewater discharge per day are authorized to be discharged at 1266 Main Street Osterville, identified as Parcel 55 on Assessor's Map 119. (6) The Owner shall execute and record at the Barnstable County Registry of Deeds,_ a deed restriction, approved by the Town Attorney, restricting the property at 1266 Main Street Osterville, identified as parcel 55 on Assessor's map 119, to a maximum daily wastewater discharge of 220 gallons per day. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. 1254 Main Street Osterville (7) No more than 260 gallons of wastewater discharge per day are authorized to be discharged at 1254 Main Street Osterville, identified as Parcel 56 on Assessor's Map 119. (8) The Owner-shall-execute`and record-at-the-BarnstableCounty Registryof Deeds, - a deed restriction, approved by the Town Attorney, restricting the property at 1254 Main Street Osterville, identified as Parcel 56 on Assessor's Map 119, to a maximum daily wastewater discharge of 260 gallons per day. A copy of the recorded deed restriction shall be submitted to the. Health Agent prior to obtaining . a disposal works construction permit. (9) The septic systems shall be installed in substantial conformance with engineered plans which are designed in conformance with the State Environmental Code, Title V and local Health regulations. (10) The designing engineer shall supervise the construction of the onsite sewage disposal systems and shall certify in writing to the Board of Health that the systems were installed in substantial compliance with engineered plans which are designed in conformance.with_the State .Environmental Code, Title V. .and local Health regulations. Q:\WPFILES\Eddy NitrogenAggregation 3 LotsLosordo 1254-76 Main Street Ost 2017 Rev Apr2018.docx I This permission is granted, without the necessity of granting variance relief, based upon the agreement that restrictions will be recorded limiting the maximum wastewater discharge quantities on each lot. There will be no increase in flow overall compared to the existing allowable daily wastewater discharges for these three lots combined. Also restricted nitrogen aggregation credit land, identified as a 9,241 square feet area within Parcel 55-001 on Assessor's Map 119 (1276 Main Street), will remain pervious and will be restricted from any use which would contribute manmade sources of nitrogen to the groundwater in this area. Sincerely yours, CV Paul J. a -iq Chairman QAWPFILES�Eddy NitrogenAggregation 3 LotsLosordo 1254-76 Main Street Ost 2017 Rev Apr2018.docx l I /zn O' i OF SHE TAW 1,QIJ P kI " Town of Barnstable BAwv!1 TABLE. . v� "A�- a 1639. Board of Health `gym AIfD MP'�a, 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 JunichiSawayanagi Donald A.Guadagnoli,M.D. December 21, 2017 Amended/corrected parcel numbers Mr. Matthew Eddy, P.E. Baxter Nye Engineering and Surveying 78 North Street Hyannis, MA 02601 RE: 1276, 1266, and 1254 Main Street, Osterville, Parcels 055-001, 055, and 056 on Assessor's Map 119 Dear Mr. Eddy, You are granted permission to utiliz/itrog /6, gregation/rder to construct onsite sewage disposal systems at 1254, 12and 1276 Main Street Osterville, Massachusetts, on behalf of your client Benjamin J. Losordo Trustee, (hereinafter the "Owner") with the following conditions: 1276 Main Street Osterville _ (1) The nitrogen aggregation credit land, identified as a 9,241 square feet area at the easterly section at Parcel 55-001 on Assessor's Map 119, known as 1276 Main Street Osterville, shall be restricted in use in strict accordance with 310 CMR 15.216 of the State Environmental Code, Title V. .This�identified=nitrogen .aggregation_cred it.land-area must remain pervious. Any impervious structures) shall not'be allowed _.This credit land shall t-have:any-manmade sources of� nitrogen,, shall n_ot receive any_fertilization, and shall not be used"for keeping, aishng-or-breedirig-animals. (2) The Owner shall execute and record at the Barnstable County Registry of Deeds a deed restriction, approved by the Town Attorney, restricting the nitrogen aggregation credit land area so that there will be no`impervidusipavement-nor any.impervious-structures:constructed?so that there will be no manmade sources of nitrogen, including fertilization; and so that there will be no keeping, raising, nor breeding of any animals. The nitrogen aggregation credit land is identified as a 9,241 square feet land area, at Parcel 55-001 on Assessor's Map 119, known as 1276 Main Street, Osterville Massachusetts. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. Q:WP/Eddy Nitrogen Aggregation Three Lots Losordo Main Street Osterville 2017.docx r (3) No more than� 10 gallons of wastewater discharge per day are authorized to be discharged at 1276 MaMain Street, Osterville Massachusetts, identified as Parcel 55-001 on Assessor's Map 119. (4) The Owner shall execute and record at the Barnstable County Registry of Deeds, a deed restriction, approved by the Town Attorney, restricting the property at 1276 Main Street Osterville, identified as Parcel 55-001 on Assessor's Map 119, to a maximum daily wastewater discharge of 110 gallons per day: 1266 Main Street Osterville (5) No more than 220 gallons of wastewater discharge per day are authorized to be discharged at 1266 Main Street Osterville, identified as Parcel 55 on Assessor's Map 119. (6) The Owner shall execute and record at the Barnstable County Registry of Deeds, a deed restriction, approved by the Town Attorney, restricting the property at 1266 Main Street Osterville, identified as parcel 55 on Assessor's map 119, to a maximum daily wastewater discharge of 220 gallons per day. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. 1254 Main Street Osterville L Clr�\ 9eA (7) No more tha 260 gallons of wastewater discharge per day are authorized to be discharged at Street Osterville, identified as Parcel 56 on Assessor's Map 119. (8) The Owner shall execute and record at the Barnstable County Registry of Deeds, a deed restriction, approved by the Town Attorney, restricting the property at 1254 Main Street Osterville, identified as Parcel 56 on Assessor's Map 119, to a maximum daily wastewater discharge of 260 gallons per day. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (9) The septic systems shall be installed in substantial conformance with engineered plans which are designed in conformance with the State Environmental Code, Title V and local Health regulations. (10) The designing engineer shall supervise the construction of the onsite sewage disposal systems and shall certify in writing to the Board of Health that the systems were installed in substantial compliance with engineered plans which are designed in conformance with the State Environmental Code, Title V. and local Health regulations. This permission is granted, without the necessity of granting variance relief, based upon the agreement that restrictions will be recorded limiting the maximum wastewater discharge quantities on each lot. There will be no increase in flow overall Q:WP1Eddy Nitrogen Aggregation Three Lots Losordo Main Street Osterville 2017.docx compared to the existing allowable daily wastewater discharges for these three lots combined. Also restricted nitrogen aggregation credit land, identified as a 9,241 square feet area within Parcel 55-001 on Assessor's Map 119 (1276 Main Street), will remain, pervious and will be restricted from any use which would contribute manmade sources of nitrogen to the groundwater in this area. Sincerely yours, ;P—aJ. C4an�XiffD.M.ffV Chairman Q:WP/Eddy Nitrogen Aggregation Three Lots Losordo Main Street Osterville 2017.docx McKean, Thomas From: McKean, Thomas Sent: Thursday, March 29, 2018 8:28 AM To: Houghton, David Cc: McKenzie, Mary Beth Subject: RE: 1254 Main Street Osterville David IKU We also cannot find, anywhere 'in the deed restriction document submitted, where this lot (#1276 Main Street) is restricted to a maximum of 110 gallons per day of wastewater discharge, as required. From: McKean, Thomas Sent: Thursday, March 29, 2018 8:24 AM To: Houghton, David Cc: McKenzie, Marybeth Subject: RE: 1254 Main Street Osterville 1) On the second page under'Obligations and Easement, paragraph 1. , add the words'structures and/or artificial' before the word 'surfaces' so that the phrase reads as follows: 'the use of fertilizer,the introduction of artificial structures and/or artificial surfaces...' 2) On the second page under'Obligations and Easement, paragraph L, eliminate the words'for commercial purposes" so that it would read as follows: '...the raising, breeding or keeping of animals, livestock,or poultry and the creation or introduction of land under water.' From: Houghton, David Sent: Wednesday, March 28, 2018 11:06 AM To: McKean, Thomas Cc: Weil, Ruth Subject: RE: 1254 Main Street Osterville I think you need to spell out precisely what and where the restriction has the wrong language (not what the BOH requires) and what the correct language should be. From: McKean, Thomas Sent: Wednesday, March 28, 2018 10:58 AM To: Houghton, David Subject: RE: 1254 Main Street Osterville I agree, They may need to file an additional restriction to include non-commercial farming? From: Houghton, David Sent: Wednesday, March 28, 2018 10:57 AM To: McKean, Thomas Cc: Weil, Ruth Subject: RE: 1254 Main Street Osterville 1 4• `* h Sys N?. y McKean, Thomas From: McKean, Thomas Sent: Thursday, March 29, 2018 8:24 AM To: Houghton, David Subject: RE: 1254 Main Street Osterville 1) On the second page under'Obligations and Easement, paragraph 1. , add the words'structures and/or artificial' before the word 'surfaces' so that the phrase reads as follows: 'the use of fertilizer,the introduction of artificial structures and/or artificial surfaces...' 2) On the second page under'Obligations and Easement, paragraph 1. , eliminate the words 'for commercial purposes" so that it would read as follows: '...the raising, breeding or keeping of animals, livestock,or poultry and the creation or introduction of land under water.' From: Houghton, David Sent: Wednesday, March 28, 2018 11:06 AM To: McKean, Thomas Cc: Weil, Ruth Subject: RE: 1254 Main Street Osterville I think you need to spell out precisely what and where the restriction has the wrong language (not what the BOH requires) and what the correct language should be. From: McKean, Thomas Sent: Wednesday, March 28, 2018 10:58 AM To: Houghton, David Subject: RE: 1254 Main Street Osterville I agree. They may need to file an additional restriction to include non-commercial farming? From: Houghton, David Sent: Wednesday, March 28, 2018 10:57 AM To: McKean, Thomas Cc: Weil, Ruth Subject: RE: 1254 Main Street Osterville Even if it's approvable as to legal form is it still wrong on what activities are or aren't restricted? From: McKean, Thomas Sent: Wednesday, March 28, 2018 10:54 AM To: Houghton, David Subject: RE: 1254 Main Street Osterville Health has not yet signed-off on the permit. If it is not approvable, I will let the applicant know. 1 From: Houghton, David Sent: Wednesday, March 28, 2018 10:51 AM To: McKean, Thomas Subject: RE: 1254 Main Street Osterville OK then I'll take another look. What if it isn't approvable? Haven't you said it does not contain what the BOH wanted= no net nitrogen instead restricted commercial activity? Have building etc. permits issued? From: McKean, Thomas _ Sent: Wednesday, March 28, 2018 9:02 AM To: Houghton, David; McKenzie, Marybeth Cc: Weil, Ruth Subject: RE: 1254 Main Street Osterville Hi David, Thank you for the response. I understand the applicant or her engineer failed to obtain approval from your Office prior to recording the deed restriction. My question is: Is the deed restriction (wording and form) approvable by your Department? I noticed one discrepancy in the recorded document- only a restriction for commercial farming as recorded. Residential farming should also be noted in my opinion, but the applicant failed to note that. Do you have any suggestions as to how to rectify this issue? From: Houghton, David Sent: Tuesday, March 27, 2018 5:52 PM To: McKenzie, Marybeth; McKean, Thomas Cc: Weil, Ruth Subject: RE: 1254 Main Street Osterville I find this confusing. It states Tom wants to be sure I have a cc of the variance letter. I acknowledge having a cc of the approved variance letter. It states he wants me to note the recorded deed restriction differs from what the BOH requirement which I summarize as recorded restriction says no commercial purposes BOH letter says or means to say no manmade source of nitrogen commercial or private. I so note. This was preceded by a March 7 request to approve the recorded restriction. I responded March 9 that approve/disapprove would be moot since the restriction was already on record but was the same restriction going to be used for 1276 and 1266 see attached. What if anything else does Tom want me to do? From: McKenzie, Marybeth Sent: Friday, March 23, 2018 1:36 PM To: Houghton, David Cc: McKean, Thomas Subject: 1254 Main Street Osterville Hello David, 2 Tom just wanted to make sure that you had a copy of the approved variance letter that was sent to Matthew Eddy,the person whom applied for the variance. He also wanted you to note the deed restrictions,that was registered,verbiage differs from what the Board of Health required. Please note, on the recorded deed restriction, page 2 (1) Prohibition, where it states prohibited activities....and notes for commercial purposes, .... Please note (1) and (2)on the Board of Health approval letter. It states "...any manmade source of nitrogen ...".This is different from what the Board required because they don't want the land used for commercial or private. Thanks, Marybeth McKenzie R.S. 3 eA talc. 31105 !``---j 1,3 9162 b2-26-2018 of 03=27.JP Upon recording,mail to; Bureau ofResource Protection,Wastewater Management Department of Environmental Protection [applicable Regional Office address] GRANT.OF TITLE 5 NITROGEN LOADING RESTRICTION AND EASEMENT (Grantor•owns andfestricts both the facility land and the credit land) r 310 CMR 15,216 4 This GRANT OF TITLE 5 Nitrogen Loading Restriction AND EASEMENT made as of this day of 2017 ,by * ,of Sand%rich , Barns t�abae County,iVMassaehusetts("Grantor"). *Benjamin J. Losordo, Trustee of SB Nominee Trust udt d. 7/28/17- .: WITNESSETH cert at Book 30659 Page 178 WHEREAS. Granto.r.beina the owner(s) in fee simple of that(those)certain parcels)of land identified as Lot 56,Osterville,Barnstable County, MA with the buildings and improvements thereon,pursuant to a deed from.Joan.Loring to Grantor,dated 7/28/20-i land recorded with Barnstable County Registry of Deeds in Book 3.0659,Page-180 [source of title other than by deed]and/or pursuant to Certificate of Title No. issued by the Land Registration Office of the County Registry District,said parcel(s)of land being more particularlv.bounded and described in Exhibit A,attached hereto and made a part hereof,and being shown on a plan entitled, " Plan of Land dated 1/8/1998, prepared by CapeSury recorded with Barnstable County Registry of Deeds as Plan No._ in Plan Book 555 and/or registered as Land Court Plan No. on file with the Land Registration Office of County Registry District(''Facility Land");and WHEREAS,Grantor being the owner(s) in fee simple of that[those] certain parcel(s)of. lands identified as Lot ss-1,0sterville, Barnstable County, MA;,with the buildings and improvements there on,pursuant to a deed from Joan Loring to Grantor;date 7/28/2el7, and recorded with Barnstable County Registry of deeds in Book 659,30 Page 180[source of title other than by deed]and/or pursuant to-Certificate of Tile No.—issued by the Land Registration Office of the County Registry District, said parcel(s) of land being more particulariv hounded and described in Exhibit A,attached hereto and marls a part hereof, and being shown on a plan entitled, Plan of Land dated 1/8/1998-prepared by CapeSurv,recorded with Barnstable County Registry of Deeds as Plan No.5,in. Plan Book 555 and/or registered as Land Court Plan No. ,on file with the Land Registration Office of County Registry District("Credit Landll);and WHEREAS, Grantor desires to restrict the number of bedrooms as defined pursuant to 310 CMR 15.002 and/or the wastewater discharge design flow in any improvements located on the Facility Land through the use of this Nitrogen Loading Restriction and Easement;and WHEREAS, the Facility Land has the benefit,granted hereby, of the Restriction and Easement on the Credit Land consisting of approximately, 9,241 sf as herein provided;and WHEREAS, the Nitrogen Loading Facility Aggregation Plan has been approved by the Barnstable Board of Health [insert appropriate town/city] [and, if required, the. Massachusetts Department of Environmental Protection ("MassDEP" or "Department")] in accordance with the Department's "Guidelines for Title 5 Aggregation of Plans and Nitrogen Loading;" said approval being based upon the agreceent by Grantor to incur certain obligations regarding the number of bedrooms, as defined in 310 CMR 15,002, and/or the wastewater discharge design flow•in any improvements located on the Facility Land and maintenance of the Restriction and Easement to ensure protection of the L nitrogen loading limitation of 440 gpd/acre discharge standard pursuant to 310 CMk 15.214 in nitrogen-sensitive areas or in areas serving new construction where the residential use of both on-site systems and drinking water supply wells are proposed; and to grant to the municipality acting by and through the�Barnstable Board of Health [insert appropriate town/city] a perpetual easement to ensure maintenance of the Facility Land and the Credit Land including,but not limited to, removal of any prohibited uses and in connection herewith a perpetual easement to pass and repass over the Facility Land and the Credit Land for purposes of inspection of the Facility Land and Credit Land to ensure compliance with and set forth; fulfillment of the terms of this Restriction/Easement as hereE#tes A- Bk 31105 Pg14 #9162 :;. NOW THEREFORE,pursuant to the rovi0dris of 310 CMR 15.21.6, Grantor•does hereby GRANT to P the To of Barnstable,a Massachusetts municipal corporation situated in Barnstable County, having an address at a 367 Main St, Barnstable;: MA, acting by and through its Board of Heat : .. ca Approving Authority") for nominal, non-monetary consideration, with QUITCLAIM COVENANTS, a TITLE 5 NITROGEN LOADING RESTRICTION AND'EASEME14T("Restr•iction/Easenient') in, on,upon,though,over and under the Facility Land and the Credit Land,the terms and conditions of which are as follows: PURPOSE: The purpose of this restriction is to protect and preserve the quality and,quantity of ground.water resources in.the area of the public and private wells in the Town/City_of Barnstable,Massachusetts in order to ensure a safe and healthy public and private water supply for the present and future inhabitants of:the.area. It shall also be for the specific., purpose of limiting the introduction of nitrogen and other pollutants into,and maintaining the natural uptake of pollutants and the recharge of the ground water which takes place on the Facility Land and the Credit Land for the said water SuppI v OBLIGATIONS AND EASEMENT: r 1. Prohibitions, Grantor agrees to restrict number of bedrooms, as defined pursuant to 310 CMR 15.002, in any improvements on the Facility Land to 260 GPD(insert number of bedrooms,or in cases where the design flow for the facility is not determined by the number of bedrooms, insert the applicable wastewater discharge design flow limitation . in 310 CMR 15.214). Grantor finther agrees.to maintain the Credit Land as nitrogen credit land by prohibiting activities L GS which have a detrimental effect on nitrogen loading on the Credit Land, including but not limited .to wart�ratei discharges, the use of nitrogen fertilizer, the introduction of artificial impervious s`urfaces`,, a raising, breeding`or keeping of animals, livestock or poultry for °cornmerci 1-purposes, and the creation or introduction of land under water, A change in the condition of the Credit Land hich results in the Credit Land'or a portion thereof being within a Velocity Zone or Regulatory Floodway will -ender the Credit Land or• said portion thereof ineligible for nitrogen credit pursuant to 31Q CMR 15.216. 2. Easements. In creating this Restriction and Easement, Grantor hereby grants to the Local Approving Authority its agents,contractors,subcontractors and employees a perpetual EASEMENT to enter upon and the right to bring equipment onto the Facility Land and Credit Land to do any and all acts deemed necessary to maintain the Faci[ity.Land and Credit Land in a manner which ensures protection of the nitrogen loading limitation of 440 gpd/acre discharge standard pursuant to 310 CMR 15.214 together with a right to pass and repass by foot and by vehicle over the Facility Land and Credit Land for said purposes, and for put-poses of inspecting the Facility Land and Credit Land to ensure compliance with and fulfillment of the terms of this Restriction/Easement, 3..Severability.If any court or other tribunal determines that any provision of this instrument is invalid or unenforceable, such provision shall be deemed to have been modified automatically to conform to the requirements for validity and , enforceability as determined by such court or tribunal. In the event the provision invalidated is of such a nature that it cannot be so modified, the provision shall be deemed deleted from this instrument as though it had never been included herein. In either case,the remaining provisions of this instrument shall remain in full force and effect, 4. Enforcerrient, Grantor expressly acknowledges that a violation of the terms of this instrument could result in the following: (i) upon determination by a court of competent jurisiiction,in the issuance of criminal and civil penalties,and/or equitable remedies, including, but not limited to, injunctive relief, such injunctive relief could include the issuance of an order to modify or remove any improvements constructed upon the Facility Land or Credit Land in violation of the terms of this Restriction/Easement;and (ii)in the assessment of penalties and enforcement action by the Local Approving Authority and DEP to enforce the terms . of this Restriction/Easement,pursuant to Title 5;M.G.L.c.111, §§ 17,31, 122, 124, 125, 125A, 127A through 1270,and 129;and M,G.L,c.83,§11. 5.Provisions to Run with the Land. This Restriction/Easement sets forth the rights,liabilities,agreements and obligations upon and subject to which the Facility Land and Credit Land or any portion thereof,shall be left unimproved or according to which said Facility Land and Credit Land may be improved, held, used, occupied, leased, sold, hypothecated, encumbered, or conveyed. The tights, liabilities, agreements and obligations herein set forth shall run with the Facility 10 A- Bk 31105 Pg15 #9162 Land and Credit Land,as applicable thereto,and any portion thereof anal shall inure to the benefit of and be binding upon claiming Grantor and all parties by,through or under the Local Approving Authority or Grantor. The rights hereby granted to the Local Approving Authority and its successors and assigns constitute their perpetual right to enforce this Restriction/Easement.Grantor hereby covenants for himself/herself/itself and his/herPrts executors,administrators,heirs, successors and assigns,to stand seized and hold title to the Facility Land and Credit Land,as applicable thereto,and any portion thereof,subject to this Restriction/Easement,provided,however,that a violation of this Restriction/Easement shall not result in a forfeiture or reversion of Grantor's title to the Facility Land or Credit Land,as applicable thereto. 6.Concurrence Presumed it being agreed that Grantor and all parties claiming by,through or under Grantor shall be deemed to be in accord with the provisions herein set forth and to agree for and among themselves and any party claiming by, through or under them, and their respective agents, contractors, sub-contractors and employees, that the Restriction/Easement herein established shall be adhered to and not violated and that their respective interests in the Facility Land and the Credit Land and the Restriction/Easement,as applicable thereto,shall be subject to the provisions herein set forth. 7.Inco oration into Deeds Mortgages, teases and Instruments of Transfer. Grantor hereby agrees to incorporate this Restriction/Easement,in full or by reference,into all deeds,easements,mortgages,leases,licenses,occupancy agreements or any other instrument of transfer by which an interest in and/or a right to use the Facility Land or Credit Land,or any i portion thereof,is conveyed. 8. Recordation. Grantor shall record and/or register this RestrictionBasement with the appropriate Registry of Deeds and/or Land Registration Office within 30 days of the latter of receipt from the Local Approving Authority of the approved Restriction/Easerrient or the expiration of die 60-day DEP constructive approval period pursuant to 310 CMR 15.216. Grantor shall file with the Local Approving Authority and the DEP a certified Registry copy of this i days of its date of recordation and/or registration. l as recorded and/or re S Rcstr•ictionlEasemen registered within 30 da S 9.Amendment and Release.This RestrietionX.wernent may be amended or released only upon approval by the Local Approving Authority. Release of this Restriction/Easement shall be granted by the Local Approving Authority in the event the Facility Land is connected to a municipal sewer system and the septic system serving the Facility Land is abandoned in accordance with 310 CMR 15,354 or the Facility Land is no longer located within a nitrogen sensitive area pursuant to 310 CMR 15.215. Any such amenrhnent or release shall be recorded and/or registered with the appropriate Registry of Deeds and/or Land Registration Office and a certified Registry copy of said amendment or release shall be filed with the Local Approving Authority and die DEP within 30 days of its date of recordation and/or registration. 10.Term.'rhis Restriction/Easement shall run in perpetuity and is intended to conform to M,G.L.c.184,§26,as amended. 11, Rights Resc•ved. This Restriction/Easement is granted to the Local Approving Authority in connection with the approval of a Nitrogen Loading Facility Aggregation Plan pursuant to 310 CMR 15.216 and the Department's"Guidelines for Title 5 Aggregation of Flows and Nitrogen Loading.' It is expressly agreed that acceptance of the Rcstr•iction/Easemcnt by the Local Approving Authority or constructive approval of the Nitrogen Loading Facility Aggregation Plan by DEP shall not operate to bar,diminish,or in any way affect any legal or equitable right of the Local Approving Authority or DEP to issue any future order with respect to the Facility Land or Credit Land or in any way affect any other claim,action,suit,cause of action,or demand which the Local Approving Authority of DEP may have with respect thereto. Nor shall acceptance of the Restrietion/Easement serve to impose any obligations,liabilities,or any other duties upon the Local Approving Authority. 12. Effective Date, This Restriction/Easement shall become effective upon its recordation and/or registration with the appropriate Registry of Deeds and/or Land Registration Office. wNESS the execution hereof under seal this ao day of TI 15, Grantor 11 A- ,i Bk 31105 Pg16 #9162 I COMMONWEALTH OF MASSACHUSETTS fin'$ Then personally appeared the above-named A and acknowledged the foregoing instrument to be I.A�x, free act and deed before me. .&W-I MEW"" NotaiyPublic: Ol ICTARIUIM My commission expires. A-11SI"1.9 ©, COMMONWEALTH OF MASSAGMEM MY COMMISSION EXPIRES 2J15(2019 The [insert Local Approving Authority]hereby approves and accepts this Grant of Title 5 Nitrogen Loading Restriction and Easement. Local Approving Authority Date: 12 A- r , Bk 31105 Pg17 #9162 Exhibit"A" The land and buildings thereon situated at Osterville,Barnstable County,Massachusetts, described as follows: Facility Land: Lot 56 as described on a plan of land entitled"PLAN OF LAND ON MAIN STREET BARNSTABLE(Osterville)MASS"Dated: January 8, 1988,Scale 1"=40',Prepared by: Cape Surv,Prepared for:David L.Fraser, 1266 Main Street,Osterville,MA,duly recorded in Plan Book 555,Page 5 at Barnstable County Registry of Deeds. For title,see Deed recorded with the Barnstable County Registry of Deeds in Book 30659,Page U0. Property Address: 1254 Main Street,Osterville,MA Credit Land: Lot 55-1 as described on a plan of land entitled"PLAN OF LAND ON MAIN STREET BARNSTABLE(Osterville)MASS"Dated: January 8, 1988,Scale 1"=40',Prepared by Cape Surv,Prepared for:David L.Fraser, 1266 Main Street, Osterville,MA,duly recorded in Plan - Book 555,Page 5,at the Barnstable County Registry of Deeds. For title,see Deed recorded with the Barnstable County Registry of Deeds in Book 30659,Page 1'80. Property Address: 1276 Main Street, Osterville,MA • 3t{ S REGISSR OF DEEDS Re lstec Jahn , Meade, Page 1 of 1 ;t .... ..- TOWN OF BARNSTABLE LOCATION ���' �, �" l�1��—d�--� SEWAGE# MAM ASSESSOR'SAWW&.PARCEL lj j-65-- INSTALLEX NAME&PHONE NO. -77 SEPTIC TANK CAPACITY tsznn a A coO-p(A44€c._ AA EACHING RAC ITY:(tyke) -/, _ 'oi N;, F3AIbfST, tL Gd{t �; . -4- OVdNER PFRMiT DATE: µ t COMPLIANCE.DATE:` .. . ._.. ... Separation Distance Between the: Maximum Adjusted Groundwater Table`to the Bottom oleaching Facility' 4� � Feet ['nvate Water Supply Well and Lea chmg'Faeillty.{Ifany wells existm. site or within 200 feet of leachutg facility) hlFeet gdge of Wetland and Leaching Facility:()f any wetlands existwithin.. 300 feet of leaching facility). _ N :Feet FL'MSHED BY _. �r CIO qQ Yft aW �� N +. r 0 6 2/5/2019 McKenzie, Marybeth / To: Lagcon@capecod.net Subject: RE: Smith Bakery SCP-Health Dept site and floorplan Permit Set 02-19-2018 reduced size.pdf Attachments: SCAN-FILE(2)_lof3.jpg; SCAN-FILE(2)_2of3 jpg; SCAN-FILE(2)_3of3jpg; SCAN-FILE_ lofljpg Hello Nick, I reviewed the plan and the following items need to be addressed: • Please submit all the specifications for the equipment, fixtures, finishes.The key that you have provided is not specific enough. I have attached the approved finish schedule for your referral. All equipment must be NSF, UL approved, or must meet their standards. • The 3 bay needs to have a drain board on both sides; one for clean items and one for soiled items.The bays must be large enough to accommodate their largest piece of equipment ( equipment that is not considered a clean in place piece of equipment). • You may be able to fit the dishwasher under the drain board so that will give you some extra room in this area because a hand sink will be needed in the ware washing area. The soiled linen hamper may be sized so that it can fit under the drain board. • The dish washer, if a low temp machine, must be equipped with an alarm to notify the user that the sanitizer is low or not working properly. If a high temp machine is used then the specs must show that it has a wash temp of 150 degrees and a rinse temp of 180 degrees. • All hand sinks in the facility need to be a hands free type, I have attached the town requirements for your referral. • Is any food preparation or storage being planned in the basement? Please refer to the approved finish schedule for the designated areas. • Door closures are needed on the outside doors and the bathroom doors. • Window, if opened, will need screens. Outside doors may not be propped open without screen doors in place. • The mop sink will need a partition separating it from the ware washing area. • Personal item storage needs to be addressed on the plan and chemical storage too. • Will there be an ice cream case, if so a dipping well may be required. • All ceiling tiles need to be smooth and washable. Please refer to the finish schedule. • Paint used in the kitchen/prep area must be an epoxy type.They do make water based epoxy paint. If you have any questions please feel free to contact me, Happy to help.This plan will need health department approval so please address the items as soon as possible. There is a staff meeting next Wed and I would like to present it then for approval. Regards, Marybeth McKenzie R.S. 508-862-4644 From: Lagcon capecod.net [mailto:Lagcon capecod.net] Sent: Tuesday, March 06, 2018 12:37 PM To: McKenzie, Marybeth Subject: Smith Bakery SCP-Health Dept site and floorplan Permit Set 02-19-2018 reduced size.pdf 1 i STAMP: 4. 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NTERCEPTOR PER /� .HOUR FIRE RATED WALL O M1IEP DVHi'S n. a 104 ' :a ASSEMBLY-EXTEND TO _ "Sz'';' R,' UNDERSIDE OF ROOF DECK. g STAIRS& SEE TYPICAL INTERIOR' / d A).36 N ytd-7 siB•>:'; n a.t - � LOADING AREA .PARTITION DETAIL SHEET A5.0 'e ?4 DATE ISSUED:02.12.2018 _ 1(12 I REDESCe Pno sm- . i= ✓� - OlY \ / t'-20IP (JTSI t§n N DATE -yl- . � 1 NO.EOUIP.REVS IO111B zc - - - o,B - - - -� _-�� --------------- - - ------ ----- ------ ----------- HtlHWN00 �-- I B to-1o• s-101rr I z BOH REVs.] arssne A6DVE �" Al RAMP A UP I I z-0vr Sa lrr zr 1rr ra,m da 1rr da trr ea 1rr I AlD I . Y � Alt \......... ......::•. ....•. .,t-"'^.. ......-_ . .�, ,..1-.:+ .' rs es yr rs S-r rc B•-r rc e's yr n6• 1 DRAWN BY: R� ddr dr-r 41W es-r SCALE: 1/4n o.�,_D:: i 1 2 5 FIRST FLOOR = 3,536 $ DRAWING NO.: G.S.F. FULL BASEMENT = 1,972 FIRST FLOOR PLAN G.S.F. A1 . 1 1/4 — 1-011 I y { I: 4 `rti 'S STAMP: FOOR SERVICE EQUIPMENT Model(Basis of Elec Mark Description Room:Name Count Manufacturer(Basis of Design) Design) H W D Voltage Amps Phase CW HW Waste Gas BTU's Comments 1 170lb Ice Bin SERVICE AREA 1 Manitowoc B-170 3212' 26" 28" 115V 7 1 2 Underbar Refrigeration Glass Swing Door Back Bar Cooler SERVICE AREA 1 TRUE TBB4G4-D 37" 58 718" 27 3/4" 115 V 28 1 3 Underbar Refrigeration Solid Swing Door Back Bar Cooler SERVICE AREA 1 TRUE FOOD SERVICE EQUIPMENT,INC. TBB-4 35716' 483W 30' 115V 3.5 1 4 Espresso Grinder SERVICE AREA 1 BUNN 21' 912' 16' 120V 29 1 5 Coffee Grinder SERVICE AREA 1 1 BUNN 35600.002D 30.8" B" Is' 120V 9.4 1 C 6 Pourwer Coffee Brower SERVICE AREA 1 IBUNN 17.3" 16' 18" 120 V 13.9 1 NOT PLUMBED VERSION .3 m F 7 Espresso Machine SERVICE AREA i ISIMONELU USA APPIA 11-I GROUP 22' 16" 1 21" 110.125 V 13 1 1 318" 1-121, t B v 8 Dry Storage Shelving BASMENT STORAGE AREA 2 Johnson-Rase 72' 77, 24' - - 1 9 9 Welk4n Combo Frig/Freezer 10 X 12 COMBO WALK-IN 1 US Cooler CUSTOM 4. 170" 1470' - Sae 861&62 Belo for Redwrts 0 ! M 10 Sandwich Top Prep Frig SERVICE AREA 1 ITRUE FOOD SERVICE EQUIPMENT,INC. TPP-44D-2 10" 48" 10' - 9 - U l; E o 11 Drink Rail Drainer-Recessed In Counter SERVICE AREA 1 JPdkk DRD48 412' 4612' 69/16' - - try_• („) a$ 12 2-Faucet Dispensing Head,Air Cooled w/Restrictor Leads]SERVICE SERVICE AREA 3 Per ick EA2100-2 18" T' 612' 7'ells.Counter Hole for Bw.Une Redd � 13 Gelato Case SERVICE AREA 1 Structural Concepts NR3647RSV 47115' 35314" 33" 110.120V 0.7 1 LL �! u 14 N-Raf6i;.rat.d Service Case AREA 1 Structural Concepts NR4S47DSV 39518" 473/4" 33" 11D•120V 9.6 1 L. 15 POS System SERVICE AREA 1 Shopkeep 18" 18" 24' 120V 20 1 y U' m 16 Mlcorave Wen 2 Vallrath 40830 167/8" 235/6' 28118" 240 20 1 Z 5 17 Cewecdon Wen KITCHEN 1 Blodgett ZEPHAIRE-2W-C ESDOUBLE 631/4" 36 7/B" 381/4" 115V 6 1 •3/4' 120,000 N v 18 Metro Wire Shelving BASMENT STORAGE AREA 3 Johnson-Rosa 84, 48" 24" - Z ~" w 6` : _ 19 Aluminum Racks KITCHEN _ Eagle Group OR-184D 6712 -' 21" 27114" - w' � U. Z W; '�n 20 30gt Mixar KITCHEN 1 JHDbart H1300C-4STD 49' 38" 3294" 115V 13.6 1 ?i ?'' 21 Proofar KITCHEN 1 ITmirnaster 30 Sh6' 2213116' 33 5/16'120 V 14 1 0 C C; 22 Rnch4n Solid Swing Door Refrigerator KITCHEN 1 TRUE SrA3R-3S 78 318" 78118" 29 12' 115V 6.9 1 23 ReacMin Solid Swing Door Freezer KITCHEN 1 TRUE STA2F-2S 78 3/8" 541/6' 2912' 115 V 9.6 1 ,�Q; 0 5 G 24 SBcer KITCHEN 1 Hobart HS8N-1 241/4" 26114' 241W 120 V 2 1 �L-R 3 c,N 25 Undercounter Dishmachine KITCHEN 1 Champion UL-130 333/4" 24" 4012" 115V 12 1 12' 5W vZal 27 Crisp N'Hold Food StaBon_Fryer KITCHEN 1 Pitoo PCF14 5413/37' 19 5/6' 52 5/16'208V 0.4 3/4' NO,OOD �~ R Y 28 Ul Orbit Cart KITCHEN 1 Ul Orbits CEISO 3012' 1. 67' 120V 20 1 h 29 Ul Orbits Donut Maker KITCHEN 1 Ul Orbits 551200 24 12' 37' 14' 115 V 20 1 Z 30 Sheeler KITCHEN 1 Somerset CDR-60OF 1T, 30" 29" 120 V 1 W 31 Wall-Mount Hand Sink 2 4 Vollrath K1410CS d W 32 Coweyor Toaster SERVICE AREA 1 Volfrath CT48H-2081400 1612, 16' 19, 208V 13 1 W 33 Non-RefdgeratedServi®Case SERVICE AREA 1 Structural Concepts NR3647DSV 395/8" 47314' 33" 110-120V 9.8 1 O L 34 Panini Press SERVICE AREA 1 Waring WPC250 91/7 16" 171/7' 208V 13.5 1 W I"' Lo Lo 35 Open Refrigerated Merchandiser CUSTOMER AREA/ SPACE 2 Beverage Air VM18-1-W4M 77" 51.6' 30.3" 115V 20 > F- (j) N 36 Smoothle Blender SERVICEARFJ 2 Waring MX1000XTS 161W 105/e" 11716' 120V 37 Soiled Laundry Cart KITCHEN 1 laundry Srve 13 1 W Vendor - - Q Z O 38 Napkin Organizer CUSTOMER AREA/RETAIL SPACE 2 Volirath CTNCLS 39 Condiment Holder CUSTOMER AREA/RETAIL SPACE 2 Vallrath CFIFO.2X W e e 40 Ud B Straw Organizer CUSTOMER AREA/RETAIL SPACE 1 VoBrath CTL-5 _ _ G 6 41 Aluminum Truck Dolly SASMENT STORAGE AREA 4 Eagle Group TD2448.8SP V W CD W 42 Microwave shelf 3 Eagle Group MWS2418 20" 24' 30' - - W Z N J 43 Freezer Chest BASMENT STORAGE AREA 1 Crawley 1ACH15 327/8" 55314" 27 12' 115V 5 1 2 J 44 Wall Shelf-Coffee Rep Area SERVICEAREA 1 Eagle Group - _ Q 5 ? 45 Mop Sink 2 BK Indust flex 1S" W. 29" - - 12' 12' 1-12' Zorf 46 Wall Shelves with Pot Rack KITCHEN 5 Elkay SSP,LLC Pot Rack - O n W 47 Prep Sink-Single bowl w/drain board(s) KITCHEN 1 Balky SSP,LLC Budget 441/16' 551/4" 2512' - - 12' 12' 1-12' LU 48 Food Rep Table 24x24x40 KITCHEN 2 Harris-Warren 40" 24' 24^ p fn Cn 49 Food Rep Table 24x24x36 SERVICE AREA 1 Hartis•Warten 36' 24' 24' W O 50 Food Rep Table 36x36x40 SERVICE AREA 1 Haas-Warren 40' 36" 36' 0 51 Food Rep Table32.24x40 3 Harris-Warren 40' 241 37' Q N 52 Food Prep Table 32x72x40 KITCHEN 1 Harris-Warren 40' 77" 37' CL C--- 53 Food Prep Table 20x66x40 KITCHEN 1 Harris-Warren 4D" fib' W. O 54 Food Prep Table 24x6Ox40 2 Harris-Warren 40' 60' 1. 55 Food Prep Table 24x48x4D KITCHEN 1 Harris-Warren 41T 48" 1. d 56 Food Rep Table 24x72x40 - KITCHEN 1 Harris-Warren 40" 7T 24" TITLE: S7 Food Prep Table36x36x24 KITCHEN 1 Hanis-Warren 24' 36" 36' FOOD 58 Food Service Exhaust Hood KITCHEN 1 Grr Mmir 115 V 3.9 1 114 hp Exhaust Motor Assumed 59 Freezer Condenser 10 X 17 COMBO WALK-Il•I 1 Tectonseh 13.4' 17.5 24" 208-230 V 12.56 1 SERVICE 60 Refrigerator Condenser 10 X 17 COMBO WALK4N 1 Tedumseh 15' 2T 30' 208-230 V 5.8 1 EQUIPMENT 61 Freezer Coil/Evaporator 10 X 17 COMBO WALK-IN 1 Russell 8" 48" 2611Z' 208.230 V 7 1 1-1/W cord62 Reffigeretor Coil/Evaporator 10X17 COMBO WALK-IN 1 - Russell B" 48" 2612" 115V 0.6 1 1-1/e'cord, SCHEDULE 63 Beverage Cooler/Power Pack BASMENT STORAGE AREA 1 PerIck 66 3/4' 28" 21 3/4' 120 V 5.3 1 3,800 With Optional Wall Bracket or Stand Sh vas 'Ih t a K 1 [Ell SSP,LLC Pot Rac 66 3 Bay Dish Sink w/Sideboards(both ends) RCHEIJ 1 ogle Grou 141 3.24 34 /S'• B'6" 2712" 12' 12' 67 Chemical Storage Cabinet BASMENT STORAGE AREA 1 JAdvanco Tabco m' 49" 2t" DATE ISSUED:02.12.2018 68 jDIpperWeII SERVICE AREA 1 INEMCO 77316.10 5718" 10318" 612' 9 2 y SS,LLC Pot ack 10 48 - - NQEOESQO S: bnTE Grand total:96 NOEQUIPMENTw NUMBERS26ORW t / 60M REVS. 2n9nB 2 BOH REV L2 arzB/ta B Cgk DRAWN BY: Author d SCALE: a DRAWING NO.: 5 a A1 .7 a ++ 1 it STAMP: - �tDROF+wD,1j� No 7M Y� 41wd• j A...... - ........_.. _............ ............. ............. ! _n ... F ..._... _..__. ..... C Pas^mru U I r�i . .. U -.-_.._.-.---FEZ . i _ WT+P Val CJJHCC 6PJNDEP• , ESR,E55i0 12 _ __ LL. (3)DODPIEN j CU5TOA4 M u,wa• DRaII PJJL - "" j 5CR'nCC COUNffR Nf Qj ;i .i ' (J1 n 11 - 2 y! : ] 1 12 .... COUIP.SnCL4L` P NI I. GRaB F}4 j w a d�s _ - _ Id : - ID d. o `- D eltNms ' - Z- -- I -- r " w+DAA.n . ma �aH I:. o I _ . I I t i R Q RlOO,RTPJG.D FCLfiNRE^, IOC C OD BP,E'II rWDFOVMaIN OfTOfW.PJPRIG.UIIri TrA.TER CUSTOM I.pLLNO% Z OP N[5-af6NATEPWA®fD PORCUDLPjIAE FCMRAIN SBt'.hCC COUMEP,W/ W UY?f10:l nl BASEMJJT ECV]lY.� - fRlN15-AEIE^JIaiS FWI.®CD ANPJEIC TOP - �EQ. ELEV:.SRVC AREA-2 � IOCArN]N IN PA5EMD1r BCOA'. 1 EQ. ELEV. SRVC AREA- 1 0 L 1/2 1 -0 Lo > � LO w zo -j QQ g w :E W Z r Ly !g N J O Z co w —— ---'--- —--- —— — CD W LU .................. . .. I J ........................ �-O _......_..._.._ ...._.....__ ... ..... ............� . ..... y.. I o N -._... - - . I �MER.-rgsa asPWseR... - 5 � TITLE: eRelee°✓.rEo f /` wcRovave RiCn nl 55.N'ALL Sn I MCPL ANq_ER. i nPNC SUM OISPo S?R iOUMNHEQUIPMENT / ^•-�LnANDl5ER5` ]5 I :: -- -- -- TCW TER ELEVATIONS Dplr "i I CUSTOM MLLN J: 7 16 55.'AIAP.SnOV6 �OPJW Ra: -T I rBAS'STORAR&E TCPS -. A�..i� sMNl RJ:55 ''"' I GEUMO' ,I, .•••� _P.D.S. � I, FlUD.BACALCY _., [ASE'Af INRBIE TOPSI j Mc.54VCP,Y gin ]d :_i _—... s._....- - .-..._._ -_. -'.. L-HJG.SAwrr _ ATE ISSUED:02.12.2018 ... :I I,.. :.i,,..__ REVISIONS: Q IIIII —V--[USTOM..C-A\% "'•"— —'..I 'v-- .. I SANDAiCh A,FP I c AtW91E TOPr B4<E— I ...a�-......_�:�:::::. .'' i ND SINK Na OESCNPAON PATE OmFu ltaA II I� I SLORAGE(A D 0. _ ® EQUIP.REVS. 1.1/1B ......CGuurECnrl--� I 5 ....... { '� ........ _ ._ _. I BoMREVs. N,FTa �........... I� .............._..._. C�'. '_•'A.! i RST�OOR I .M 2 BONREV5.2 —1B CUS rOM APLLIti]D; RONAA REF4G. DERCONIm . �_RVN:C COIIIRCC'Af POR WID6^J;WANDPOWT- MnRBIBTOP DPJIJfS-A--TM TC MN P 3 U]CARDNIN9 VAWr MOW. S -,--,,EQ. ELEV. SRVC AREA-4 DRAWN BY: ��Q. ELEV. SRVC AREA-3 AUlI1DT 1'-0" 1/2" = 1'4- SCALE: 1/2" 1-0.. DRAWING N04 a XXO.2 A ' I i j C STAMP: ° o ]T - Y Z �a8 LL. n EQ. ELEV. KITCHEN- 1 m Z� m r Z � C C ElO— .4]_-_-- ---_— _---__—_ w _ I-- -_ O / w ❑ ❑ � _ - _ w J 01� Lc) LO A USN Z CD-- _ L Q w. ELEV. KITCHEN-2 J Q Q 2 2E 1/211= 1'-0.1 U W LLI W Z J 04 �N/ - CD 1.l.. CJ . w04 � O .�. .......... a TITLE: tl EQUIPMENT ELEVATIONS 57 n EQ. ELEV. KITCHEN -3 59 _ REVISIONS: __ ........... NQ DESCflIPl10N DALE .. _ _ __._.,._ _ _— __ __ - I _♦�` __ � EOUIV.REV9. 1/]1/,9 _--—--— ------ 1 EOH FENS. Y18116 69 65 l 60HREV5.] Y16l,6 i T — PrfEIJfIAL _emir N _ — _ __ _ 0 ••«II 4 la - _PARFOV.ED_' n.�osw.w � It `♦ . - nnn envmmwa � —_ OGATIDN-- - �r .�_ )T ♦ _ Author - ' SCALE: 1/2"=1'-DH .m S ' DRAWING 111, 1Q. ELEV. KITCHEN-4 �� y XXO.3 4 1 STAMP: 1st FLOOR EQUIPMENT KEY Mark Description Count 1 170 lb Ice Bin 1 2 Underbar Refrigeration Glass Swing Door Back Bar Cooler 1 ,I 3 Underbar Refrigeration Solid Swing Door Back Bar Cooler 1 m 4 Espresso Grinder 5 Coffee Grinder 6 Pourover Coffee Brewer _FT 7 Espresso Machine 35 ---- -._.( D� 10 Sandwich Top Prep Frig 1 4 11 Drink Rail Drainer-Recessed in Counter 1 z '' 0 w U. is 12 2-Faucet Dispensing Head,Air Cooled w/Restrictor Leads 3 y m 13 Gelato Case 1 m z 14 Non-Refrigerated Service Case 1 z < • } CUSTOMER AREA/ ^ AT-' _ ` AT.3 �_:I U 15 POS System 1 RETAIL SPACE �/ I z 16 Microwave Oven 2 ,•s +'-v s-s 3'-o r-v r.v 3 =; t; E101] o c' 17 Convection Oven 1 -- ------- .— m Qli " 19 Aluminum Racks 2 --- �'c .._n 20 30gt Mixer 1 3 1 ■ 21 Proofer 1 i I^:;' �' ° r- ■ o T s C 22 Reach-in Solid Swing Door Refrigerator 1 ----------I i-, 6 ` - Z LLJ 23 Reach-in Solid Swing Door Freezer 1 „ 6 c�3, I CORRIDOR �. 24 Slicer.. 1 ( SERVICE AREA W r p W: 25 Undercounter Dishmachine 1 L _ �-' 3 [102] A,� _ -:',; [106] 0 w, -.. e 2 . 27 Crisp.N'Hold Food Station_Fryer. 1 n" o_ cn : W f- I- Ln z z � �.. O z f' Cn Z 26 Lil Orbit Cart 1 g y _ W CD 29 Lil Orbits Donut Maker 1 - 6 =..w crn 69 g ° Q Q 30 Sheeter 1 5 AE, : .ae C7 $ ter ?i s' r6L W 31 Wall-Mount Hand Sink 4 ,,,.,., O?°? " �_. I cr7- / : 0 W - LLI 32 Conveyor Toaster 1 �,_ l\ j 49 - - _ - - - MEN W Z N`J 33 Non-Refri erated Service Case 1 j, a _ g l 9 .6 [107D O 34 Panini Press 1 , L...._._. .... ,' a>� Z, ZOf 35 Open Refrigerated Merchandiser 2 T C) m N.LU - __._.. 36 Smoothie Blender 2 I��_ "`�"""�°' 37 Soiled Laundry Cart 1 ,., _<.. ` (16 I l 38 Napkin Organizer 2 _.. I m„„� 0 N 39 Condiment Holder 2 i " � �' I I ' — n ' r a 40 Lid&Straw Organizer 1 -' r " a_._ 42 Microwave shelf 3 t___________ �..J —1 TITLE: - - - - 44 Wall Shelf-Coffee Prep Area 1 �NHDDdANE ' KITCHEN 45 Mop.Sink 2 ®.< 46 WaICShelves with Pot Rack 5 n^^�° °6 AODEOHANDSD,K EQUIPMENT l c� 66 SCHEDULE & 47 Prep Sink-Single bowl w/drain board(s) 1 - -- - - _ 48 Food Prep Table 24x24x40 2 -- ' ....... LAYOUT 49 Food Prep Table 24x24x36 1 f1 50 Food Pre Table 3Gx30x40 1 KITCHEN h �I1 t r -='. _\ 5� [103] -t ___ DATE ISSUED:02.12.2018 51 Food Prep Table 32x24x40 3 {� T 1, 6, a ,,,—-'t -- REVISIONS: 52 Food Prep Table 32x72x40 1 •... '' T x NO.DESCRIPTION DATE 53 Food.Prep Table 20x66x4O 1 OFFICE z° """'� 30 `"�"" EwP.RE s ' 104 I6 1' ' ` 55 1' 1 EOH REVS. 119/16 54 Food Prep Table 24x60x40 2 = L °6 4 2 fiOH REVS.I 3rs u,e 55 Food Prep Table 24x48x40 1 - _._._. ...._.. . °6 - - - i6 - (4 56 Food Prep Table 24x72x40 I�?J " STAIRS&LOADING 57 Food Prep Table 36x36x24 1 i k-..T 6 A" 6 o 58 Food Service Exhaust Hood 1 T n. J R EA DRAWN BY: 3, RFT 65 Wall Shelves with Pot Rack 1 ........................— I, !' +5 m [105] a c u s s T a , SCALE: 3/8"=1'-0" 66 3 Bay Dish Sink w/Sideboards(both ends) 1 (1 �� j �` d l , .-_ 1 68 Dipper Well 1 �' Its= ? ..5.. z ` DRAWING NO.: 69 Wall Shelf 2 j h.., _.. _ >DRAI i_... . r MOP66AOOM NOLDER 1 '" —: BOARDS ADDED NANO SPoK ' Nfi0AR0.560TI°fiIDE6 W/91EIFLHOOK6 11/J A 1 .6 Grand total:79 KITCHEN ECUIPMENT PLAN ` D z' a' 6' ' 1 PROPOSED COMMERCIAL DEVELOPMENTL01 a.1._ S. B. NOMINEE TRUST 1254, 1266 & 1276 MAIN STREET OSTERVILLE, MA 02655 - y a � lx 'a. s � 5 � u . s bif - i t < f NO �, � ✓/ " ivy �" 1��c�� QPUL FEj�G rtcoT ARCHITECTS BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. o 203 WILLOW STREET SUITE A 93B COURT STREET, UNIT 22 RM 7789 O YAOUTHPORT, Co YARMO,UTHPORT, MA. 02675 PLYMOUTH, MA. 02360 MA TEL. (508) 362-8382 �rTH ps5 WWW.CAPEARCHITECTS.COM �. 01 CONSULTING STRUCTURAL ENGINEER CIVIL ENGINEERS & LAND SURVEYORS MECHANICAL, ELECTRICAL, PLUMBING CONSULTING STRUCTURAL ENGINEER, INC. BAXTER NYE ENGINEERING & SURVEYING & LIFE SAFETY ENGINEERS 53 Knox Trail, Suite 201, Acton, MA 01720 78 North Street, 3rd Floor Hyannis , MA 02601 EDS - ENGINEERING DESIGN SERVICES TEL. / FAX(978) 461-6100 TEL. (781) 771-7502 141 INDUSTRIAL DRIVE, SLATERSVILLE, RI 02876 www,cse-ma.com www.baxter-nye.com TEL, (401) 765-7659 FAX, (401) 765-2984 0 www.edesignservice.corn 0 Issued for PERMIT SET o 0 e 02 . 12 . 2018 m 7 Espresso macnine Z 3 LU I o Wall Shelf ......... ----------------- I Drink Rail Drainer- Recessed in Counter Z 12 2-Faucet Dispensing Head, Air Cooled w/Restrictor Leads 3 Z Z 13 Refrigerated Service Case 4 2 'Cio CUSTOMER AREA/ cwo 3: 14 Non-Refrigerated Service Case i I RETAIL SPACE 3 3'-(Y 51-a T-0 0 T-9 15 POS system E101:1 2 16 Microwave Oven 0 -33 0 0 (00 --_ Q 17 Convection Oven n�4 2 . ...... ........ 19 Aluminum Racks 103 0 040 cc)cc) 00 0 20 30qt Mixer 21 Proofer LU co _2 ing Door Refrigerator SERVICE AREA Reach-in Solid Sw 2 7 23 Reach-in Solid Swing Door Freezer 12 El 02�] 3 106 2 24 Slicer 15 042 i_U 12 > —2-5 undercounter Dishmachine 2 (D LU 4 106 12 26 3 Bay Dish Sink w/Sideboard 42 27 Crisp N' Hold Food Station Fryer i6 51 51 LLJ 5 7 5 0 0 3. 32 L E 1_U 28 Lii Orbit Cart L ( 29 Lil Orbits Donut Maker 40 MEN 0 30 Sheeter 408 _I 07:] ........................ 31 Wall-Mount 2 0 ,r 31 ount Hand Sink 107 32 Conveyor Toaster 1 42 33 Non-Refrigerated Service Case LU 34 Panini Press ------------ 35 Open Refrigerated Merchandiser 2 r---------- 0 2 4011 I 36 5 3 \IX 0 Smoothie Blender --------- 1 F(Z7) 208 37 Soiled Laundry Cart F ------------ 2 j TITLE: 38 Napkin Organizer 4 KITC1 2 39 Condiment Holder 8'hOOO\A5CU 0.3 man taur+eeat\ 40 5 Section Adjustable Organizer EQUIP 24d� 2W�� 3 SCHEE 42 Microwave shelf G,tom Cc� 52 . �_ p nL6 ---------------- L%e- Or" .. O 44 Wall Shelf -Coffee Prep Area LAY( ---------------- 45 Mop Sink L---------- - ---------------- 6 KITCHEN 46 Wall Shelves with Pot Rack DATE ISSUED: �10 3:1 ---------------- 67 47 Prep Sink- Single bowl w/drain board (s) REVISIONS: LIP, 2 r---------- - n5l ZANI� 47 J\ 48 Food Prep Table 24x24x4O NO.DESCRIPMON n 300 FMMR EQUIP.REVS. 49 Food Prep Table 24x24x36 1 OFFICE 50 Food Prep Table 36x36x40 EI 04 51 Food Prep Table 32x24x40 3 52 Food Prep Table 32x72x40 1 l 5 �_Ic4e7_ J A& 53 Food Prep Table 20x66x40 STAIRS &LOADING AzzAREA 54 Food Prep Table 24x6Ox4O 2 DRAWN BY: 1 46 F1 05:1 5 Food Prep Table 24x48x4O 5 5 - scALE: 3/E 56 1 Food Prep Table 24x72x4O Inn 307 10 - DRAWING NO, 57 Food Prep Table 36x36x24 .......... 0, Al 58TO Food Service Exhaust Hood Grand total: 76 ryv!90 Id 2' 4 6P!N EQUIPMENT PLAN 3/8'=P-O" rMl L ABBREVIATIONS SYMBOLS SCHEDULE OF DRAWINGS STAMP: APPLICABLE CODES GUIDELINES AND LAWS: BUILDING CODE SUMMARY Massachusetts State BuildingCode,780 CMR,9th Edition s1 Q A0. ANCHOR BOLT HGT. HEIGHT NO. Sheet Name Internafional Building Code 2015(IBC) NORTH ARROW PROJECT: PROPOSED COMMERCIAL DEVELOPMENT-S.B.NOMINEE TRUST Intemational Energy Conservation Code 2012(IECC) A.F.F. ABOVE FINISH FLOOR H.M. HOLLOW METAL rid LOCATION: 1254,1266,1276 VAIN STREET,OSTERV LLE,MA 02655 TRUST Massachusetts Amendments(MIA) ACT. ACOUSTICAL TILE INSUL. INSULATION LFr� SECTION INDICATOR XX0.2 EQUIPMENT ELEVATIONS �a No.7789 ALUM ALUMINUM INT. INTERIOR YM114!wp�artr. Massachusetts Architectural Access Board IMAABI LETTER IN TOP HALF OF CIRCLE XX0.3 EQUIPMENT ELEVATIONS American Disabilities Act(ADA) ANOD ANODIZED JT. JOINT 1 INDICATES THE SPECIFIC SECTION. THE 1-DATA MGL C14B Section 26G(MGL C148 26G)Re:Sprinklers @ AT LAG. LAG BOLT aD.1 NUMBER AND LETTER IN THE BOTTOM BSMT BASEMENT LAM, LAMINATE AO.0 COVER SHEET REGULATIONS AND STANDARDS: HALF INDICATES THE DWG.No.WHICH BIT BITUMINOUS LAN. LAVATORY A0.1 ABBREVIATIONS,DRAWING INDEX AND SCOPE OF WORK `r BLK BLOCK L. LENGTH THE SECTION APPEARS ITEM APPLICABLE SECTION TABLE PAGE NO. REQUIREMENTS/DESIGNATION PROPOSED BLKG BLOCKING MFR. MANUFACTURER Level LEVEL ELEVATION 2-CIVIL CODE BOTT BOTTOM - M.O. MIASONRYOPENING Elevalbn C0.0 COVER SHEET C B-BlNness Gmup:use of BJldhgR ShucMefR OIAce,RRfesslondR BOW BOTTOM OF WALL MAX. MAXIMUM 1Re1 C1.0 LEGEND AND GENERAL NOTES m $ n USE GROUP CLASSIFICATION IBC MA 304.1 42 serA-- a transoctbrss MUclirg stuare of muds and aacanls BM BEAM MECH. MECHANICAL - C2.0 EXISTING CONDITIONS PLAN � Q u � CIXJS1rL1CTION TYPE IBC 602.5 - 113-115 TYPE SB-UNPROTECTED INTERIOR ELEVATION NUMBERS BLDG BUILDING MIN. MINIMUM ntot i INDICATE ELEVATION NUMBER& C3.0 SITE LAYOUT&DIMENSION PLAN C ALLOWABLE BUIDINGHEIGHT IBC SOd.I 504,3 98, 40 FEET ALLOWABLE z1 FEET CPT CARPET MTD, MOUNTED LETTER INDICATES THE DRAWING C3.1 TRUCK TURNING TEMPLATE PLAN H 504,4 99 2 STORIES(NONSFRINICERED) I STORY CSMT CASEMENT NO. NUMBER t Ref WHERE THE ELEVATIONS ARE C4.0 GRADING AND DRAINAGE PLAN a CK CAULK(ING) NOM. NOMINAL LOCATED U ALLOWABLE BUILDING AREA IBC 506.1 506.2 102 ALLOW AREA9,000 GSF JABLE 506.2i 5,508 SF CLG CEILING N.I.C. NOT IN CONTRACT C5.0 SEPTIC SYSTEM AND UTILITY PLAN U o IS! NONSPF4NI6ERED BUILDING C5.1 SEPTIC SYSTEM DESIGN PROFILE&DETAILS COIL CLOSET N.T.S. NOT N SCALE ELEVATION TAG Z AUTOMATIC FIRE SMPfRESSION SYSTEM- IBC 903.2 IBC: 210-214 APPROVED AUTOMATIC SPRINKLER SYSTEMS IN REQUIJERRED SYSTEM NOT QQ(, COLUMN O.C. ON CENTER n C6.0 DETAILS PLAN w MA: 60,63 PROVIDED AND NOT L.L PROVIDED BUILDINGS THE LOCATIONS 7ESCRIBEDE wRDMDsO CONC CONCRETE OH, OVERHEAD Room name ROOM TAG C6.1 DETAILS PLAN SECTIONS LATHE LOCATIONS03.2.12EDN CMU CONCRETE MASONRY OPNG. OPENING 101 3-ARCHITECTURAL U sEcnoNs 903.z.1 nlaouGH 9oa.z.1 z psc) UNIT PVT. PAINT Z GRWPB>Iz,000sq.%.REQUITES AUTOMATIC CONET CONSTRUCTION PTD. PAINTED li DOOR TAG L1.0 LANDSCAPE PLAN m - MA 9113.2 903.2IMAI 0 CID SRLNIQER SYSIEMS(MA) AO.2 LIFE SAFETY PLANS Z � CONT CONTINUOUS PART. PARTITION O WINDOW TAG J U MGL 148 SUBSECTION 26G: CJ CONTROUCONSTR. PL. PLATE A1.0 BASEMENT FLOOR PLAN MGL C14B SECT 26G EVERY BUILDING OR STRUCTURE INCLUDING ANY Z H w ^ JOINT PLAS. PLASTER Al.l MAIN FLOOR PLAN WMAJORHICH OTLS,INTSANDAD§IA MTHERETO, 1i WALL TIDE _ „ S wHICHTOTAIs.NTHEAGGREGATBMOREnVJJ CTSK COUNTERSUNK P.LAM. PLASTIC LAMINATE A1.2 ROOF PLAN _ 7,500 GROSS SQUARE FEET INFLOCRAREA DIET DETAIL PLYWD PLYWOOD 0 C w r DIA DIAMETER P.T. PRESSURE TREATED N 90 00'00"E Al A MAIN FLOOR REFLECTED CEILING PLAN c m OCCUPANT LOAD ec o04.1 00d.1.2 z51 KITCHEN CEAT&C: PLI:215NSF/OCC BSMNr 9 Occ PROPERTY LINE TAG A7.4 BASEMENT REFLECTED CEILING PLAN Yl Q S r SEATING AREA iBC: 15 NSF/OCC FIRST FLOOR 240CC DIM DIMENSION Q.T. QUARRY TILE Distance A1.5 BASEMENT EQUIPMENT LAYOUT `-J s BUSINESS AREAS: 100 GSF/OCC TOTAL 33 occ DR DOOR REQ'D REQUIRED Name ACCESSORY STORAGE: 300 GSF IOCC DH DOUBLEHUNG REF. REFIGERATOR PROPERTY TAG/ACRES A1.6 KITCHEN EQUIPMENT SCHEDULE&LAYOUT ■r^ M f MINIMUM EGRESS DOOR WIDTH IBC 1010.1.1 - 260 32"MIN.WIDTH(18C) ALL EGRESS DOORS ARE DWG(S) DRAWING(S) REV. REVISIONS Area A2.0 EXTERIOR ELEVATIONS �� R R a MAAS/ADA 26.5 117 34"MIN'MOTH(MAAB/ADA) 36'WDTHMINIMUM DF DRINKING FOUNTAIN R. RISER A2.1 EXTERIOR ELEVATIONS MINIMUMSTPIRWAYWDTH 18C 1011.2 - 268 STAIRWAY SERVING AN OCCUPANT LOAD OF DW DISHWASHER R.D. ROOF DRAIN CONCRETE LESS THAN 50 SHALL HAVE STAIRS OF NOT LESS 48•PRO'v1DED A2.2 PARTIAL ENLARGED ELEVATIONS ExcEPncN 1 THAN 3e IN WIDTH ELEC ELECTRICAL) RM. ROOM EL. ELEVATION R.O. ROUGH OPENING �F!r` A3.0 BUILDING SECTIONS LENGTH OF EXIT ACCESS TRAVEL IBC 1017 1017.2 277 75 FEET IN BUSINESS OCCUPANCY WITHOUT LESS THAN 75 FEET ELEV, ELEVATOR SECT. SECTION ��,;. BRICK A3.1 BUILDING SECTIONS LL LU AUTOMATIC SPRINKLER SYSTEM EMER. EMERGENCY SCHED. SCHEDULE A3.2 BUILDING SECTIONS G W MINIMUM CORRIDOR WDTHS IBC 1020.1 1020.2 278,279 4W MIN.WIDTH AL CORRIDORS ARE IN EQ. EQUAL SPEC. SPECIFICATIONS " CONCRETE BLOCK A4.0 WALL SECTIONS 0 W SS O EXCEF 4B•DUD EXIST E -%<` EXISTING OR EX. STD. STANDARD A4.1 WALL SECTIONS O GC MINIMUM NUMBER OF EXITS OR ACCESS TO IBC 1006.3 10(16.3.1 255 2REQURED PER STORY FORT-500 2PROMDED E.J. EXPANSION JOINT S&P SHELF&POLE EXITS PER STORY OCCUPANTS EXP. EXPOSED STL. STEEL ,_..,,y - - PLYWOOD A5.1 TYPICAL INTERIOR PARTITION ASSEMBLY DETAILS W .:i_ x.4: Uj H- z -0 EXT. EXTERIOR $LISP. SUSPENDED A6.1 EXTERIOR PILASTER DETAILS W C.n _ .Q FIN. FINISHED THK. THICK A5.0 FLOOR,WALL,CEILING&ROOF TYPE ASSEMBLY&DETAILS Q CV PLUMBING CODE SUMMARY F.A. FIRE ALARM T&B. TOP&BOTTOM GYPSUM WALL BOARD A7.3 INTERIOR ELEVATIONS C) C] F.B.O. FURNISHED BY OWNER T&G TONGUE&GROOVE A7.1 CUSTOMER AREA INTERIOR ELEVATIONS 'Q LU C .••� BUILDING CLASSIFICATION: OCCUPANT LOAD=17 Women APPLICABLE CODES: F.E. FIRE EXTINGUISHER T.O.F. TOP OF FOUNDATION U W `^ G O Office Building 17 Men Massachusetts State Plumbing Code,248 CMR-10 F.D. FLOOR DRAIN T.O.S. TOP OF SLAB ROUGH LUMBER A7.4 INTERIOR ELEVATIONS USE GROUP:B FL. FLOORING) T.O.SH. TOP OF SHELVE A7.0 ENLARGED FLOOR PLANS&INTERIOR ELEVATIONS C z CV FLUOR. FLUORESCENT TOW. TOP OF WALL A7.2 KITCHEN AREA INTERIOR ELEVATIONS LCU W REGULATIONS AND STANDARDS: FT. FOOT T. TREAD / j; FINISH LUMBER A8.0 CASEWORK DETAIL G Q J t� FTG. FOOTING TYP. TYPICAL ITEM CHAPT./SECT./TABLE REQUIREMENTS/DESIGNATION PROPOSED A9.2 DOOR SCHEDULE&DETAILS Z FURR FOUNDATION UNFI. UNFINISHED RIGID INSULATION A9.1 ROOM FINISH SCHEDULE&DETAILS O '0 1� FURR. FURRED(ING) V.I.F. VERIFY IN FIELD m � W� U MALES: SECT.10.10,TABLE I I PER 25 OCCUPANTS=I REQUIRED 1 WATER CLOSETS FRONDED GAS GAS VAN. VI A9.3 WINDOW SCHEDULE,DETAILS&ELEVATIONS - CV WATER CLOSETS: GALV. GALVANIZED VCT. VINYL COMPOSITION I; I r.., EARTH XX0.0 KITCHEN AXON Q TOILETS FEMALES: SECT.10.10,TABLE I I PER 20 OCCUPANTS=I REQUIRED I WATER CLOSETS PROVIDED G.C. GENERAL CONTRACTOR TILE XX0.1 KITCHEN AXON Cw O 1 PER GENDER PROVIDED GL. GLASS/GLAZING VWC. VINYL WALL COVERING ;° f 4-Strucirua LAVATORIES EACH GENDER SECT.10.10,iPBLLEI IPER 50 OCCUPANTS GR. GRADING WC. WATER CLOSET g •, Gravel Q '' SO.1 STRUCTURAL GENERAL NOTES AND SCHEDULES C CV DRINKING FOUNTAIN(S) SECT,10.10.TABLE I IPER FLOOR NOT PROVIDED GWB. GYPSUM BOARD W. WIDE/WIDTH O r HIDED HARDBOARD, W/ WITH COMPACTED FILL SO.2 STRUCTURAL GENERAL NOTES AND ABBREVIATIONS SERVICE SINKS SECT.10.10,iPBLE l I SERVICE SINI(REQUIRED I SERVICE SINK PROVIDED $0.3 STRUCTURAL DETAILS iv HDWD. HARDWOOD W/O WITHOUT d HVAC. HEATING,VENTILATING,& W.W.M. WELDED WIRE MESH SOA STRUCTURAL DETAILS AIR CONDITIONING WD. WOOD SO.5 STRUCTURAL DETAILS HDWR. HARDWARE SO.6 STRUCTURAL DETAILS TITLE: PROJECT DESCRIPTION-1254 MAIN STREET BUILDING DRAWINGS ARE REPRESENTATIONAL ONLY $0.$o.8 STRUCTURALDETAILs a STRUCTURAL DETAILS ABBREVIATIONS, DO NOT SCALE DRAWINGS [S2.11.0 FOUNDATION PLAN DRAWING • SINGLE STORY COMMERCIAL WOOD FRAMED BUILDING WITH CAFE AND RETAIL TENANT SPACE- FIRST FLOOR FRAMING PLAN TOTAL FOOTPRINT OF STRUCTURE 3,536 G.S.F. 2.2 ROOF FRAMINGPIAN INDEX AND 3.1 FIRST FLOOR STUD LAYOUT AND BRACING PLAN • PARTIAL FULL BASEMENT UNDER CAFE WITH SLAB ON GRADE AREAS UNDER BOTH CAFE AND MASS,ARCH.ACCESS BOARD SCOPE OF TENANT SPACE PULL SIDE LATCH SIDE FRONT APPROACH SLIDE SIDE SLIDE SIDE TWO DOORS IN SERIES WORK •IC=36'IF"1"=60- 'Y'=5W IF DOOR HAS CLOSER q.�,. 2'-8" "u'=4z'1F•r=54•ro 59• 'r=ae•IF DOOR HAS No CLOSERr - -I L..--_..{ P- - DATE ISSUED: 02.12.2018 • REQUIRED PARKING FOR NEW BUILDING ON 1254 MAIN STREET LOCATED ON BOTH 1254& r �'�'• F - -I r REVISIONS: 1266 MAIN STREET LOTS z o � I I I NO.DESCRIP7 ON DATE I ICJ I I I I� I L -t J 141 a • NEW SEPTIC SYSTEMS FOR PROPOSED NEW CONSTRUCTION AT 1254 MAIN STREET AND EXISTING ' LI- J 7-0', L RESIDENTIAL STRUCTURE ON 1266 MAIN STREET 4'-e MIN.IF DOOR HAS W=48'IF DOOR HAS CLOSER A CLOSER&A LATCH Y=471F DOOR HAS NO CLOSER • NEW 12' POLE SITE LIGHTING WITH DARK SKY COMPLIANT HEADS AND ENERGY CODE CONTROLS PUSH SIDE SLIDE SIDE LATCH SIDE APPROACH LATCH SIDE LATCH SIDE WHERE SIDE • A.D.A.ACCESSIBILITY FROM PARKING AREAS TO SIDEWALKS AND RAMP TO FINISHED FLOOR a�a ACCESS ISPOSSIBLE DRAWN BY: 9 CENTERLINE OF W 'C=4'a WHERE ONLY Author ELEVATION DEVICEcover OR DEVICE CONTROL HANDLE I; FRONT ACCESS$ - r _COPBR'OL,11P. COMROL.IYP. � Pa"mtF SCALE: 1/$" = 1 _Qn DRAWING NO.: 2 SEMI-RECESSED FIRE PROVIDE SHELF AND $§ t•�'l EXTINGUISHER CABNET SHALL DUPLEX RECEPTAOE `1d3 Y NOT PROJECT MORE THAN 4 FOR nb EQUIPMENT //�` SIDE APPROACH FRONT APPROACH FROM FACE OF FNISH WALL (�0 1 I o CLEARANCES FOR ITEM CLEARANCES FOR ITEM FIRE EMINGIASHER CABINET ACCESSIBLE_AND TACR� FIRE ALARM PULL ACCESSIBLE ND TACTILE , ` REQUIRING H.C.ACCESS REQUIRING H.C.ACCESS E SiAR:7N $IGNAGE =r AXT T Proposed Commercial BAXTER NYE Site ® 12545 1°�266_. & 1276 Main ENGINEERING & SURVEYING � rt ri Osierv,lIe! Massachusetts Registered Professional Engineers and Land Surveyors 78 North Street- 3rd Floor .Issued for:Review-Site Plan.Review 10/10/2017 ee Trust Hyannis, Massachusetts 02601 -Issued for Construction 02/08/2018 Prepared For: SB NomineePhone- (508)771-7502 Fax- (508) 771-7622 www.buxter-nye.com Project Number: 2017-050 Applicant: Engineer/Surveyor: SB Nominee Trust BAXTER NYE ENGINEERING&SURVEYING P.O.Box 1637 Registered Professional STAMP STAMP T Sandwich,MA 02563 Engineers and Land Surveyors 78 North Street-3ni Floor,Hyannis,MA 02601 n ,; Phone-(508)771-7502 Fax-(508)771-7622 :l 14t ATTN:Matthew Eddy P 4 C&0 U L T N SITE LOCUS x- CONSULTANT Goo gle Locus Map Scale 1" = 1500' PREPARED FOR: Benjamin J.Losordo, £ Trustee of the S.B.Nominee Trust e P.O.Box 1637 Sandwich,MA 02563 [Plan Sheet Index '�• PROJECT TITLE No. Drawing Title Proposed Commercial Development I CO.0 Cover Sheet �E 1254, 1266,&1276 Main Street {Ili iu ill,ill it i ',i } C1.0 Legend and General Notes Barnstable(Osterville),MA C2.0 Existing Conditions Plan C3.0 Layout amid Dimension Plan C3.1 Truck Turning Template Plan C4.0 Grading and Drainage Plane C.5.0 Septic System and Utility Plan C5.1 Septic System Profiles and Details Plan C6.0 Details Plan AlAI UI,0.4l15 PER WATER OEPr O NENIS C6.1 Details Plan A: +1,roen P M.". 9 E PUN W AYMEN s sr Np eY DATE DESCRIPTION C6.2 ADS StormTech SC-740 Chambers Details SHEET TITLE Ilu. f Cover Sheet I I Locus Plan Scale 1" — 500' SHEET NO ■® DATE: OCTOBER 10, 2017 SCALE: NOT TO SCALE DRAWN BY: Al CHec.eU eY:EIS WE 108 N0: 2017-050 FILE: 2077-45MV..Dw TAft.. ....... x ...._ ., ,,. .t.. „v v r.. c. _...,4. .. w � A�IIW GENERAL�I PIOTEB HANDPED ACCESSIBLE. E A X T°E R NYLEGM E •(ALL REFERENCES TO'CONTRACTOR'SHALL MEAN THE GENERAL CONTRACTOR OR HIS SUB-COMPACTORS.) SLOPES ONWALKWAWALKWAYS WILL SHALL BE LESS BE THAN SR AND ALL ROSE SLOPES O POSED ;^;\;A.i N i'1'.R t V } ix `<(.}R�`1:)'IN,-, dVBT PROF(BUIX TEXT REPRESENT;-PROPOSES"INFORMATION) I= FROP(BLACK TEXT RD400TS'PROPOPFO'INFORMATION) ASAN ABANDON1.ALL WORK&MATERIALS SHALL BE IN ACCORDANCE WITH MASSOOT,HIGHWAY DIVISION. THESE ARE MAXIMUM SLOPES WITH NO TOLERANCE. ALL WORK WILL BE IN ADU AN14T STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES(MASSDOT-SSHB),AS CURRENTLY ACCORDANCE WITH THE MOST CURRENT REQUIREMENTS OFTHE U.S.ACCESS BOARD. s PROPERTY LINE DRAINAGE LIE AMENDED,UNLESS OTHERWISE NOTED.IF THERE ARE CONFLICTS IN AM OF THE AMERICANS WITH DISABILITIES ACT&COMMONWEALTH OF MASSACHUSETTS. PROTECT NOT LINE —;- OVERFLOW OWN APPROX APPROWTE SPECIFICATIONS OR PROJECT DOCUMENTS,THE HIGHER STANDARD SHALL APPLY. ARCHITECTURAL ACCESS BOARD. BARTER NYE PoCM-oF-WAY/PNCPEntt LINE ""'v'"•'— -RD- ROOF DRAIN BRAMHOUS am ALL WORK UNDER THESE DOCUMENTS SHALL ALSO CONFORM TO ALL CODES AND STANDARDS, 26. FINAL LAYOUT AND STAKING OF ALL PROPOSED FFATURES AND GRADING SHALL BE _ _ � BM an AS CURRENTLY AMENDED,WHICH ARE APPLICABLE TO THIS PROJECT. ALL WORK SHAD- RENEWED IN THE FIELD AND APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO ENGINEERING & EDIT -' S - HIE ANY SITE PREPARATION OR CONSTRUCTION. THE CONTRACTOR SHALL NOT ADJUST OR BOC BOTTOM OF CARS FURTHER CONFORM TO SPECIFIC REQUIREMENTS.SPECIFICATIONS,ORDINµCES AND _..- ---M:',r- -aW- OVERHEAD ELECTRIC TELEPHONE&WE ALARM INTERPRETATIONS OF LOCAL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. MODIFY THE LAYOUT AND STAKING OF ANY PROPOSED FEATURES MENTAL FINAL W. QAIDO✓G SETBACK -,u - -W _ Gas �'aNff DETERMINATION OF APPLICABLE CODES AND STANDARDS AND OF THE AUTHORmES HAVING APPROVAL FROM THE OWNERS REPRESENTATIVE µD ANY GOVERNMENTAL AGENCY WHICH SURVEYING STATE HIGHWAY BASELINE WATER LINE Bow DDTTOM ff WALL JURISDICTION,SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR,AS SHALL BE THE MA 7 HAVE JURISDICTION OVER CONTEMPLATED CHANGE 1pd' BASELINE -;.v-. —AP- FINE PROTECTION LINE a CONCRETE DART ANALYSIS OF AL SUCH CODES µD STANDARDS IN REGARD TO THEIR APPLICABILITY TO THE PROJECT FOR SECURING ALL APPROVALS AND PERMITS. FIR ALL ELECTRICAL(BATH PRIMARY AND SECONDARY),TELEPHONE DATA/CO THEM AND CONSTRUCTION LAYOUT G - -a - GAS LIE Cal CAR Co)ONE DEPARTMENT CONDUfiS ANON APPURTENANT FEATURE REQUIRED BY BY THE °- -°- ZONING LIRE CEE CMBL S E POSING ALL WORK WITHIN THESE PLANS SHALL BE PERFORMED AND PROVIDED BY THE CONTRACTOR APPLICABLE UTILITY COMPANY ARE TO BE INSTALLED BY THE ELECTRICAL R aR iUNDERGROUND EIECROC WTA/OOMIwIG110N5 IDES IN ACCORDANCE WITH TINE CONSTRUCTION DETAILS PROVIDED IN THIS PLAN SET WHETHER O BY THE GENERAL CONTRACTOR. TRENCHING,BACKFBLNG,CONCRETE WORK,MANHOLE Pfofe9B10lIQ)EnHOLE AND RELATED 9 gineers SHALL BE PERFO MED -T UIIOFRGRWIO DATA d CO1yUBCAIw LIES -- TORN LINE ° up ON"CONTROL BIANO NOT THE DETAIL NUMBER IS SPECIFICALLY REFERENCED, CONTRACTOR%ITE CONTRACTOR.R AL ASSOCIATED RCOSTS FOR COMPLETE EXECUTION and Land Surveyors -'1 BEY �VAWOW ---- STATE LINE EXCEPT WHERE THE PROJECT DOCUMENTS INCLUDE MORE STRINGENT REQUIREMENTS, OF THIS WORK SHALL BE INCLUDED IN THE CONTRACTORS PRICING. 78 North Street -3fd Floor FEE ALARM UaST FIOSlY16 APPLICABLE CONSTRUCTION INDUSTRY STANDARDS HAVE THE SAME FORCE AND EFFECT AS OF .............. FIRE W POLICE CABLE SO EOIUL BOUND HERETO. SUCH STANDARDS ARE MADE A PART OF THE PROJECT DOCUMENTS BY 28.RIM ELEVATIONS OF DRAINAGE µD SANITARY SEWER MANHOLES ARE APPROXIMATE FINAL Hyannis, MassaChuse{ts 02601 ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH GRADING PLANS.ADJUST ALL NOP IMP EEO ROAD -Ary_ CABLE IV FORM FOUNDATION REFERENCE OTHER RIM ELEVATIONS OF MANHOLES.GAS GATES,WATER GATES µD OTHER UTILITIES TO -- ---- EDGE N PAW]IfMT FINISHED GRADE WITHIN THE LIMITS OF THE SITE WORK. Phone-(508) 771-7502 & R PMSIED Ram DEVAnw '^ O':k ■I8 CATCH RASH(SWAB:oR ROOM CATCH BASH) 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITY ESTIMATES µD VERIFYING, Fox- (506) 771-7622 era BIUBONOUs CARS m m+aE�/x NO ALL AREAS DISTURBED OARING CONSTRUCTION SHALL BE REPLACED W KIND. SURFACES ' p mom TO HIS OWN SATISFAC110N,THAT ALL OWNTITES ARE ACCURATE FOR ALL CONSTRUCTION www.boxter-nye.com ................__._. CAPE OOD BEEN DWRE CATOII BASIN Sac aRAME OUR MATERIALS,INCLUDING CUT&FILL ESTIMATES WHICH THE CONTRACTOR MAY PREPARE BASED NOT OTHERWISE TREATED SHALL BE STABILIZED AS(AWNS.ALL LAWN ARFA3 SHALL HAVE A � m PRECAST CONG, �- WAN RAFT GE GRAMM 8)= ON INFORMATION CONTAINED WITHIN THESE PLANS. MODIFIED LOAM BORROW PLACED,SEEDED,FERTILIZED,LIMED AND MULCHED UNTIL GRASS CART n STAND 15 ESTABLISHED µD SURFACE IS STABILIZED. THE MODIFIED LOAM BORROW SMALL WAIT.DWI.CURB C9 011 GRAN MANHOLE RC HANDICAP 3.WHERE AN EXISTING U11LITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK.THE HAVE A MINIMUM DEPTH OF 6'AND SHALL BE PLACED FLUSH WITH THE TOP OF ADJACENT me AOED GRAN.am "°�" ~o� IEAOI DRAM W NON PONT LOCATION,ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT' CURB. EDGING.BERM.OR OTHER SURFACE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DELAY BY THE CONTRACTOR,AND THE INFORMATION FURNISHED TO THE ENGINEER FOR AREAS UNTIL VEGETATION HAS BEEN PERMANENTLY ESTABLISHED. SLOPES IN EXCESS OF 3A v LIMIT OF CURB TYPE - PLUG/Mue LA LANDSCAPE AREA RESOLUTIONOF THE CONVICT. SHALL BE FURTHER STABILIZED WITH EROSION CONTROL BLANKETS(ECB)OF CURLEX OR _---_ SAWCIT ra::► rKF► FLARED 0/0 SEC1100 LP LOW PONE 4.THE CONTRACTOR SMALL MAKE ALL ARRANGEMENTS WITH THE APPROPRIATE UTILITY EQUAL. MA71]11TE HEADWALL MAX MAXIMUM COMPANIES FOR OBTAINING CONSTRUCTION PERMITS AND PERFORMING ALL NEW CONSTRUCTION, 30.THE CONTRACTOR SHALL WATER,MOW,FERTILIZE OR OTHERWISE MAINTAIN ALL SODDED �J MN N01RAOM RELOCATION,ALTERATION µ0 ADJUSTMENT OR GAS.ELECTRIC(INCLUDING tmLRY POLES). AND SEEDED OR OTHERWISE STABILIZED AREAS UNTIL GRASS STANDS OR OTHER VEGETATED 0 10 COITIM STRULnUME MCC MDRUNC CONCRETE on TELEPHONE CABLE,FIRE ALARM.WATER,SANITARY SEWER,STORM DRAIN,AND AM OTHER METHODS ARE ESTABLISHED TO THE SATISFACTION OF THE OWNER OR THEIR REPRESENTATIVE S410 WHITE LINE UTILITIES.BOTH PUBLIC AND PRIVATE,AS REQUIRED. ' ..... MIOYEP OP YASS HGHWAT BDIID/FSaRIDEw PN UJO Pula ='1 ®g+l SEWER MANHOLE 5.THE LOCATION OF EXISTING UNDERGROUND SYSTEMS,INFRASTRUCTURE,UTILITIES, STAMP STAMP SCUD YOU.011'UE NC NOT N CONTRACT AT.THE CONTRACTOR SHALL RESET ALL M THE CONTRACTOR DISTURBED DURING CONSTRUCTION -ft _ UL'�. ® DISEASE TRAP CONDUITS,WELLS,AND ONES ARE SHOWN IN AN APPROXIMATE INDE WAY ONLY,MAY NOT BE AT NO LS TO ENS COST 70 THE OWNER. THE CONTRACTOR O ITS PROVIDE A SURVEY BPORTN W1YiE HIE Mrs NOT To SfWE LIMITED TO THOSE SHOWN HEREIN,µD HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE Try q pl5 70 ENSURE THHAT THE MONUMEMATION IS RESET TO ITS ORIGINAL LOCATION. PCC PECAST CONCRETE CART OWNER,THE ENGINEER,OR TIER REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE MONUMENTS INCLUDE BUT ARE NOT LIMITED M.TOWN BOUNDS,MASS HIGHWAY BOUNDS, BIRQfQI YELLOW tlE EXACT LOCATION,BOTH HORIZONTALLY µD VERTICALLY,OF AL EXISTING UTILITIES.CONDUITS, PROPERTY LINE MONUMENTS,IRON RODS,STAKES,CONCRETE BOUNDS.GRANITE BOUNDS µD { s�cRt 0 ® WATER MANHOLE PROP PROPOSED UNES,WELLS,µD OTHER BURIED INFRASTRUCTURE µD SYSTEMS BEFORE THE START OF ". SOLD YMTE OHANNEUZWG LANE STONE WALLS WITH DRILL HOLES. - arcw SOW YD1oW AIIANNEI�NC UHE • WATER GATE vro PWW PAYSWAWR WAIT ANY WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL L DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO LOCATE THE N!:43 0T IXUB E YELLOW LIKE ......^' -..� TAPING SUS£E VALVE RMOD RMmO. INFRASTRUCTURE UTIUTTES.CONDUITS AND LINES EXACTLY. THE CONTRACTOR SHALL E A-BOX RSEB REM REMOVE PRESERVE ALL UNDERGROUND'INFRASTRUCTURE AND UTILITIES AS REQUIRED. THE DCCAVA710N STOP Loa PREMISE W IDUCER WSW REMOVE AND RESET THE MUST CALL'DIG SAFE'(AT 1-888-DIG-SAFE)AT LEAST 72 HOURS BEFORE ALL EXCAVATION MUST FOLLOW OSHA MASSACHUSETTS AND LOCAL REGULATIONS FOR SAFETY. THE START OF CONSTRUCTION. ALL TRENCH EXCAVATION EXCEEDING 3 FEET OF DEPTH WILL REDARRE A TRENCH PERMIT ......................._...- v �r RAS REMOVE WART STAw 6.-- a.MFc IXYOECTIOI IN THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL AT LEASE 24 HOURS DREAD FOR FROM THE LOCAL TOWN O CITY PRIOR TO ANY EXCAVATION. ...:.....__._._:_.. � � STEEL GUARD RAIL 4S^"� i7E f1Y0RIliT JE'T fETMI INSPECTIONS BY THE APPROPRIATE AUTHORITY IN ACCORDANCE WITH THE TOWN C O N S U T A WOW WADI sm SLR wWDE EXW REQUIREMENTS,AS APPLICABLE. STOCKADE FENCE ° WATER METER MA BTATC�AIB�(TR - .......... ....................... POST INDICATOR VALVE SGC SLOPED GRAMS CURB 7.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES.PUBLIC AND PRIVATE, INCLUDING PAIN ® ® SELL Is TIE Dry IDDSTNG GRADE THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS PLAN,(SEE CHAPTER 370.ACTS OF THE CONTRACTOR WILL PREPARE AS-SUBS DRAWINGS,STAMPED BY A MA LICENSED .�.� •�Y� TIME 18E 1963,MASSACHUSETTS)PRIOR TO COMMENCING ANY WORK. PROFESSIONAL ENGINEER(PE)CERTIFYING THAT: -TO THE BEST OF THEIR KNOWLEDGE, w ynORHG YELL JUDGEMENT OP ORRT JUDGEMENT AND BELIEF.THE CONSTRUCTED WORK IS IN GENERAL CONFORMANCE WITH THE -P-' -'-'-'- OUN LIW IDICE ITT TOP OF FDADAIKIN S.BAXTER NYE ENGINEERING&SURVEYING ASSUMES NO RESPONSIBILITY FOR DAMAGES PLANS' STONE IRRIGATION CONTROL VALVE ff INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. SPRINKLER HEAD TOS TOW TOP O'WALL 9.THE TERM SIFE PROPOSED-(PROP.)MEANS WORK TO BE CONSTRUCTED USING NEW MATERIALS REUDUNG'tlllJ. o Yi GAS GATE OR,WHERE APPLICABLE,RE-USING EXISTING MATERIALS IDENTIFIED AS'REMOVE AND RESET' CONSULTANT HAT BlumTTR TMM ® GH GAS ICU U WYLSs OTHOMSE MIMI tR$R}. '--'-"""""""""""""'— 10. UPON AWARD OF CONTRACT,CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION T.CONTRACTOR SHALL COORDINATE WITH THE ENGINEER ON ALL NECESSARY INSPECTIONS AT NOTIFICATIONS µD APPLY FOR µD OBTAIN ALL NECESSARY PERMITS.PAY ALL FEES AND 48 HOURS 2 BUSINESS DAYS AHEAD OF A REQUIRED INSPECTIONS. 1tluGR CGHiOUR S.-�. ®Sol EIECIPoC yAW� K WFSY N RIO BY COIiRACIal THE PRE-CONSTRUCTION MEETING. THE CONTRACTOR SHALL NOTIFY THE ENGINES AT LEAST �w• ® EIECROC 80x VGG VERMAL GRN12 lXYRT POST ALL BONDS ASSOCIATED WITH SAME AND COORDINATE WITH THE ENGINEER AS t ) MAJOR CONTOUR REQUIRED. - TIC eH SL PE ® ELECTRIC METER J76AII 2,AT A MINIMUM,THE FOLLOWING INSPECTIONS WILL BE REQUIRED: O LIGHT POE(DEWRATM7 ADOWP ASPHALT CGATD)CORK"TED LETAL APE I I.THE CONTRACTOR SMALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED A INSTALLATION OF SNSTRUCfWENT N D EROSION CONTROLS AT LIMO OF WORK PRIOR TO BOTTOM M 9.O'E IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING 4 FLOW UG T CPP C 111`MINIMA,APE INFORMATION OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE E. BOTTOM OF EXCAVATION FOR EACH STORMWATER MANAGEMENT(SWM)FACILITY. r� C.AT COMPLETION OF INSTALLATION OF EACH SWM FACILITY PRIOR TO BACKFTL DISCOVERED,THE CONTRACTOR MUST NOTIFY THE OWNER OR ENGINEER IMMEDIATELY PREPARED FOR L k' T CP C+WT AP"- UPON DISCOVERY µ0 AT LEAST 72 HOURS PRIOR TO INSTALLATION OF ANY PORTION 0.DIMS STABILIZATION DEVICES.µ0 PLANTINGS PRIOR TO REMOVING ANY SEDIMENT µ0 BUILDING •a •a SINGLE LAAMN IRE OF THE AFFECTED WORK. EROSION"CONTROL DEVICES- Benjamin J.t_OSOfdO, OPT wNWZN TINE E BN WILL NEED TO WITNESS A REPRESFMATNE UTILITY INSTALLATION BEFORE BACKFlLL mum Doan �, FOR: Trustee of the •1T.. •'•W mUEIF��� aNP CtlYDlG.VTED METAL PPE 12.THE CONTRACTOR SHPll.REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR .N'"' 34M LNG DOCK ALL BUILDING DIMENSIONS AND CONSTRUCTION. BUILDING DIMENSIONS SHOWN HERON µE -WATER -z- -z- TRIPLE WMiNANE CONTRACTOR TO PROVIDE BN WITH WATER DEPT.APPROVED INSPECTION S.B.NOTnIRee Trust CON) CaWIXT FOR COORDINATION WITH OTHER SITE WORK ONLY µIT SHOULD NOT BE USED TO STAKE �rc. �� OVERHEAD DOOR OUAO LUMNAIRE OUT THEINGSLAT SITE CONTRACTOR SHALL SHAKE OUT ICE EXTERIOR BUILDING CORNERS RENT P.O.Box 1637 BOL/RD Mm oE/LRO-SNAX N IM FROM THE LATEST ARCHfiELTURAI.PLANS. THE CONTRACTOR SMALL NOTIFY BA%TER NYE L'T Ml OMRShA PAD ®- Z WAIL PMn( PLASM APE-SRpON INIFRm ENGINEERING&SURVEYING OF ANY DISCREPANCIES BETWEEN SITE PLAN DIMENSIONS AND F.GRAVEL BORROW SUBBASE UNDER ALL PAVED AND CONCRETE SURFACES(UNLESS Sandwich,MA 02563 $, 51PI CS GAB STOP FOR MIER� ARCHITECTURAL BURRING PLANS BEFORE PROCEEDING WITH ANY PORTION OF SITE WORK OTHERWISE WITNESSED BY A RESTING AGENCY.} s- SIGNAL ARM WHICH MAY BE EFFECTED SO THAT PROPER ADJUSTMENTS TO THE SITE LAYOUT Cµ BE G.BIN WILL NEED TO WITNESS REPRESENTATIVE INSTALLATION O VERTICAL CURBING. OOLRIIE SOW Ov ORCTeE GROW APE MADE If NECESSARY. H.BN SHALL BE PROVIDED FOR REVIEW ALL TESTING AGENCY LABORATORY MATERIAL aoAP b) 0 MANHOLE AND ON-SITE TESTING RESULTS AS REQUIRED UNDER THE PROJECT DOCUMENTS FOR PARKING PEER as DORM SOMIT 13.PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A SCHEDULE COMPLETE REQUIREMENTS,INCLUDING BUT NOT LIMITED TO: <-a} G-O UTILITY PaEI(1JY MIRE _ PARKING COUNT a--<r -a UTIM POE/OT POE E ELECTRIC µDOF OPERA IONS TO WfIHETHE O OWNER A D IT EREPR EESN OR VE. THE E CONTRACTOR SHALL NOTIFY E. ALL COMPACTION RESTING RESULTS FOR flACKflLLHARAC7ERISTCS PER SPEC PROJECT TITLE O ® -GRAVEL BORROW MATERIAL UNDER PAVING.SIDEWALK.SITE SLABS,PADS. Proposed Commercial Development + PAMaw STALLS HAND NOTE N ME W COVER 14.THE CONTRACTOR SMALL CONTACT THE ENGINEER TO SCHEDULE A PRE-CONSTRUCTION ETC.AS TO DEPTH OF MATERIAL PLACEMENT AND C FRAME COMPACTION TESTING RESULTS. P ® PULL BOf FIG FRAME AMID ORATE MEETING AT LEAST TWO(2)WEEKS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL BE CONCRETE PLACEMENT FOR PROVIDING MATERIAL SIMPLES TO µ0 12�t,1266'cYS 1276 ---- wOSSW'AU( ® AT FENCE/HAYSALE a CAS 15.THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE COORDINATING WITH THE TESTING AGENCY AS REQUIRED. Main Street DIWRRON SM/SWALE ANY FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS. ---------- FUND HAY BALE CHECK DAM HYo R,mMR Barnstable(Osterville),MA (� Cdrc.PAVEMENT � 18.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFELY AND ALL Q STANDARD IX1TY FPAVEMENTE PAVEMENT A A FONT OF INTERSECTIONINTERSECTIONINTERSECTIONID NIEMMOR GRAM CONSTRUCTION MEANS µI METHODS. BAXTER NYE ENGINEERING&SURVEYING.DOES NOT Nv NWRT RIEYAIHIN ASSUME ANY RE.AND LOCAL IN JOB SITE SAFETY FOR CONSTRUCTION METHODS USED. All. HEAVY AF H FiEXBIE PAVEMENT �STOW �I AD MAIM� FEDERAL,SPATE,µD LOCAL OSHA SITE AT ALL TINT AND REGULATIONS SMALL.BE FOLLOWED da HNNOOAP HARP BY ALL PERSONNEL ON THE JOB SIZE AT ALL TIMES. PERIMETER DRAIN RC POLYWHYL a108E NEE 17.THE CONTRACTOR SHALL REMOVE ALL STUMPS,RUBBISH,AND DEBRIS FROM THE HANOCAP PARKINGG APE PROJECT SITE. STORAGE OF THESE ITEMS WILL NOT BE PERMITTED ON THE PROJECT SITE �A VAR-ACQSS9lE HANDICAP PAIbIIC PALED WAIBNAY(PIN) AD` RENAIRCIOD, E THE CONTRACTOR SHALL LEAVE THE SITE IN A SAFE CLEAN,AND LEVEL CONDITION AT THE Wlil "N WIN STOW PROTECTION R D ROOF auAN COMPLETION OF THE SITE CLEARANCE WORK. ® CART CORRAL -- S SUCH, 18.ALL UNSUITABLE MATERIALS ENCOUNTERED WITHIN THE LIMIT OF WORK SUB GRADES Demo nD. SHALL.BE REMOVED,AS DIRECTED BY THE ENGINEER OR OWNERS REPRESENTATIVE,TO DETAIL OR SECTION REFERENCE ® JUTE MAT INSWA E STORL GRIN NATURAL STABLE GROUND BY THE CONTRACTOR. UNSUITABLE MATERIALS INCLUDE TOPSOIL, SNWet nw T VIFPROE LOAM, PEAT,ALL ORGANIC MATERIAL SNOW,ICE.CONSTRUCTION RUBBLE TRASH,AND OTHER STIES DELETERIOUS DEBRIS. •, " ""' TSMR TAPPING 9-EW VW.VE A 19.TREES AND SHRUBS WITHIN THE LIMITS OF GRADING SHALL BE REMOVED AND RESET WETLANDS L+y SER ONLY UPON APPROVAL OF THE ENGINEER OR OWNERS REPRESENTATIVE ...__..._..... SD. �DIFFER 4.7 "US UP oTTT RaE ® .KL 02IOfl/18 PER WA'TN DEPARDANT COMMENTS 20.AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE -- 100'WERA O SURER am mcp +HOP WOFEO DAY PFH CONTRACTOR'S OPERATIONS.WITHOUT PRIOR APPROVAL BY THE OWNER OR ITS ® JYl 12/21/1? BONVM.,W ADDED AT 116E MAN ST. ---............._ REPRESENTATIVE SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL. --- 2 WFTAND SUFFER L' LP LOW POINT W WATER CONDITION AT THE CONTRACTOR'S EXPENSE ARL tt/09j17 PER 9IE PLAN REVIEW LONMFNiG W' --'- -•- UNIT OF YEilAN65 lip HP RICH PONT 21.EXISTING SUBSURFACE ROCK IS NOT SHOWN ON THE PLANS. IT SHALL BE THE O BY DATE DESCRIPTION NEiWO MG CD GB GRADE BE RESPONSIBILITY AK OF THE CONTRACTOR TO MAKE THEIR OWN DETERNIMTON AS TO THE SHEET TITLE u -_-- IM YEAR FLOOD PUN r'':: r."1OC LOCATION OF SUBSURFACE ROCK. r:R •�.„ ,GP&IOTIOY°""'KIN Legend and MLIIW110N AREA LINE RAn rn FA THE FROM SMALL PROTECT AL UNDERGROUND DRAINAGE, SEWER,µ UTILITY f- °/- SPOT ELEVATION W/IEAOER - FACILITIES FROM EXCESSIVE LOADS LOADS DURING CONSTRUCTION. ANY FACILITIESE SPOT ELEVATION General Notes --- --'- EDGE ff WATER ,.,., DAMAGED BY CONSTRUCTION LOADS SHUT BE REPAIRED BY THE CONTRACTOR AT THE 53 CONTRACTOR'S EXPENSE. BaM c Lounw 23,ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE RETAINED UNLESS NOTED O! © 70EPNwf MANHOLE TEST PIT LOCA110N OTHERWISE. SHEET NO SI 0 TELEPHONE MARGIN 08KH MARK 24,JOINTS BETWEEN NEW BITUMINOUS CONCRETE ROADWAY PAVEMENT AND SAWCUT ��. R TRAFFIC SIGNAL W---a• TIE N TO DOSONG GRADE TOI sn EXISTINGPAVEMENT SHALLE 8E SAWCIlT TRUESEALED WITH MEN AND STRAIGHT.SA ALLD CRACKER DAND CKSANIED.ALL IRE Q C) SIGNAL BOX - INADEQUATE PAVEMENT MATERIAL SUBBASE MATER .SHALL BE REMOVED D FINE ALARM GIVES OR?Y Mx' REPRESENTS EASING INFORMATION _ REPLACED. DATE: OCTOBER 10, 2017 S w FIVE AUMI BOX QACX lIXT nD'RESEX75 PROPOSED INFURIATION pp '� 0 TRANSFORMER PAD G; 9 ® PHONE RIM MAIL BOX - SCALE: NOT TO SCALE TLE ' DRAWN BY: JKL CHECKED BY: SWAT J D D N O:20I7---- 2017-OSOLGIWG } Yl✓ .. .:r�....,.. ..... .....:.. .:k. ;$�f.:,.. , .F.c.._...,.. �,.;:::-. . .. :. _...-...,t,..,,,�.::,>fi.�.,.,....,m. ..�."....�:,.......,....a:. ._....._,,. .,_:.-.,4.... ....:._.._,..... ..:r.w, -..>tc..., r,.,...h..in•:::..,P`*.s,;...,,,.x..,,...T,. ,..,.,....,' .,....'i,.... ...,,...,,�,.. _.. .. ,r....,....,�..ra ,.... r ,.,.. m BAXTER NYE krtz , INt"il�,l.t,}tti: d( 4l.;It�,l1'1ti ; BAXTER NYE ✓ � = ENGINEERING $ SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street - 3rd Floor Locus Map Scale: 17=2000• Hyannis, Massachusetts 02601 Phone-(508) 771-7502 Fox- (508) 771-7622 N/T C O L DT OSTERVBIE www.baxter-nye.com MARSTONS MILLS S DISTRICT _ DEED 89 545 PC 191 _. OS 0836'34'E MA'MAJA'(AAJO NAp� PARCEL 119-039 \P M is,30` S 09'36'34- X,368 - E..... ... x 39.9 BETNpIMARK: CDDH V5 7 c1 /3�P -: GENERAL NOTES- �,. 1 c_ ^Q'' S 09.36'34 EVE¢-se.e4 \ 1. tiff NIFNT 711E RAN S ro DETAIL E7(RTDN:9fE CQ40DpN5 AT 1244,1266,@ 1278 WN 577ED S 09'3634 E a \ \ Tf z t''Q_X T9,y,T - ,ti - •: 2 LOCUS AREA IS CDWPRM OF 3 \ PER CIPIREM ASSESS(I n RECOFOS: 4 `f r \ G01�4�• c OWNER:II&MA d LOSOPDQ TRUSTEE OF THE SB NONNEE TRUST STAMP N STAMP \ 3D659 PACE C PAGE 5 S _ l - 4 J , � 34 _ OEID BOOK i8D �RRAN� , 555 , 7 PARCES 056,055,@ 053-W7 MALLON \�,•• \ `` 4. ZONING NFTRMTIOM:M SHOWN�/INS PLAN, NSiDG4.LNTBIN S WVD88 Ts' ivxl a., 3s ::` Na 4MY 66'MAIN STF4X ..___'PSI �`.V `'✓6: \ s9R1�`_ __ 28 35 �18.454 "...,fs CU1WW ZONING 7RK.T:& 4K0 �f276 MaN s1T3EE=r, Ta 2 _s4--,�_. �' C aABEWT AM- ONE . PARCEL NISI=Q55+OD1`� - _ \ MN APFA-NONE M LOT FRONTAGE-20' C TAN T 5t 13 OYERPLOW t '`Th \\ IP T WILL LOT WIDTH-NONE 20 bi 5P _ r !1.-c.a WDL YARD SE16ApC5:FRONT-20'.SIDE-NOK REAR=NONE TP-1, t`A� `•: FRONT YARD LANDSCAPE SEi6MX FRaN ROAD LOT LINE-10 FEET OV17aLow 2 \oA 4 D c WtlWN OWING FIE IT-30'OR TWO STORES.WW[1ER a LESSER WWWW LOT COVERAGE-ME OF LOT ARFA �P....4 N/P counr�TERvwc .. '.TP}.} \MARBTONS MILLS PRE 01STRICT OW UY DISTRICTS:WK SEP•ZONE:A Z N N � : \fN„ O®EEL 9P091 5. A TITLE SEAROT HLS NOT BEEN FOR THIS SITE TMRE WY 3. 4\i PAR APPROXIMATE v P' N;�� -Q I .' , BE RIGHTS Or OWIS,EASWIT•TAKINGS WORTGILES,RIGHT OF WAYS .. MXEMG -.. x-7 ,,• .F \\ (, ETC NOT OMOED.F OEE)�!✓m TO BE NECESSWY,A TITLE SEARCHEXISTIN CONSULTANT BUILDING '' \ AND 9,M0 71 BAAIER ME k w •• ... 'P g SEI .CERNES @ ±'.rn". EMRNEERp�7G k 511RVtT1NGBY INFERS LOCATION SHbwN';1 ...w �P.-'L �\ 6. TFE PROPERTY LINE 90 WiM SHOWN IS BRED ON CURRFM AYWaE RECORD P FIELD ( •I �CY-')�� m \ WFORWTION CONSISTING OF RANK AND DEEM THE E'x15TNG FEATURES SIM HEREON WERE 09TAHM FROM v , CETIDO RETA�NG w BAYTER NEE Fl!(aI�IG a GROUND Neal$ 1�,TO17. f x17. COMMUMTY PANEL NWBE, 25L1001 0544 J.EFFMW DINE JUtr 16.2014 t O -4 •�,\ \ DE FLOW ENGINEERING RATE WP OEFWES THE AREA AS ZDNE x(UN-91A'fD1 \ .;F. _F-,2 `\� DTP & PREPARED FOR: 1 / PER MASS CS OLIVER AS OF 08/08/17. Benjamin J.t_OSOrdO, N TRANS-CAPE INC, i z 6 •, :'a "'� 1 ,�(�� �, �': w \ \ • SITE DOES NOT APPEAR TO BE VIM AN AREA OF ESEWATEO HABITAT W RARE WILDLIFE AS Trustee of the i -? (DISTNC 2-BR `'- l c MAPPED ON MASS a5 WAR PER MEW'ETTWATFD HABITATS a•RARE WLO FE'FOR USE WDI C/tl SLYA @ SEVA , CEED DK 12836 PG 40 I DWELLING 9 \ S.B.Nominee Trust ExSRNG OATEN .\.•�.^ DE W IIE7IARD5 PROTECTION ACT REGLLADOAS(SI6 OLD 10)' PARCEL i1B-008 UNE 4(oWN - "'J± P.O.Box 1637 w t 3l J #1266 PUN SAFE - J 9E DOES NOT APPEAR TO BE WANK M ACED(AREA IF CRITICAL 6NWRONAENTAL CMENJ. K.t kT I EN, MARK Ncs \ Sandwich,MA 02563 SIZE DOES NOT APPEAR TO CONTAIN A GERWIED VERNAL POOL AS MAPPED ON PAST aS O1VER z 71.3 .:'9 EGARAGE \\ PER NHEP*CERTIFIED VONAL POOLS" 01254 \ Y \ . SITE DOES NOT APPEAR TO BE MINIM A PRIORITY HABITAT AS MAPPED ON MASS CAS OUVER PER ERED SPECIES HAaUii RE RAC NS(M FUR SPEaES UNNR 7FE W551DIUSEnS a SUB .•'F.*Y`C''T.rl: V36. ,T ENDANGERED 59ECE5 ACT.REGULATIONS(.4I CUR 10) PROJECT TITLE —FRONT•� _ ,•T " ' 1`'0 �.• - '- '! ��j SITE APPEARS TO BE RIM A STATE APPRM 70K 9 GROUNDWATER�CNMGE FR07EC110N Proposed Commercial Development 10 : 23.5- „31t�. ..__� ll o.^• AREA, OVERGROWN �', 1254 MAIN STREET 1254, 1266,&1276 1 - G , ''', 2 •� GRAVEL PARKING;- - PARCEL 1T9-O58 SITE APPEARS TO B}WDOt A 2CIE OF CONtPo9111(IN ro A SALTWA7IR ESRMIRY(dVN67AB1E Main Street 1246 .Tj ed * ARKING BQH REQ 3W-45 z s �(70MMY8T ix6s�MAiAor o 40bSF Barnstable(Osterville),MA R\+o —_ ra N 16'58'34'W r _ ,� d -- - -- V - 1156EE-_-. 34' / 9. UTILITY INFORMATION oA'1WTv HFRFnn I �g9.47'PLAN. ._V_..—W _. tt - _ ATER — _— Vr- .....__ y _-.__-t —W TS9.27 ZbR T�N6..-_. U MARK N� �l7 - - \ e, __ - .. -- ";,. GS V PAYED—�3— yN�AETTEa'GATE T ( SUE) M A�W 1--- y� ... NEE CCITIRACiCR SHALL CONTACT DIG SAFE Al 18BB-aG- AND UliU11'CaIPANES TO :Y' x 3'a X AtNORAIt %F= —�. i..+= ><_?•d--=—,.�— ELLEY-3Q19 LOCATE DE LOCATION OF ALL EXISTING UTILITIES.AT LEAST 72 HOURS PRIOR TO THE START OF i;, CCB S C0KIRU IM EMSaO UNDERGROUND IFRASIRUCDARE,UOUTIES,CONDUITS AND LINES ARE EXISTING GAS — ':a —` '� SNOW IN AN APF'ROMMATE WY MY.MAY NOT BE ID6TED TO THOSE SHOWN HEREIN AND HAVE 1DRANT STREET '.-_ ._I- _PF8 aK-S2EE.-- x_ \ , _. ...._.—.._ _ _ _ - t - .-.- —.__ _ _ _--F- _.... �N�' STREET �' BEEN RESEARCHED BASED ON THE AVAILABLE UTILITY IELUROS TOOTED IEIEOJ.THE CONTRACTOR -. (,MARWNGS :V ` -OZ— - -�y. - -._ ._ �COyTroRAc�TLR�s FULLY RESPONSIBLE ff sAPALDY o�FRAs�TT7UCwrw�aLm OU1ME�'S Ex�AcnaLY IF FED CAvalm er ... ATION-35.58 c2 A T `� T` 5 CONDITIONS DIFFER FROM RAN I FCPoMTIaI THE CONTRACTOR OWL NOTIFY I E QKIIIEER T, �- LtP 4(L,j6AU$- —'-�- -�— . SeSS.NtGlti. -- - SOEDIAmr FOR POSSIBLE FRO&I REDESIGN.VANSH ... e--:.:--0_..._�_ . Sp/ROE NFORNIA a/FRa1 PUNS HAS BEET aM�NED Wm OBSERVED EVIDENCE OF LAMES ro OHO—OH W...__.._-EH W-- DEYEfP A NEW OF(NOSE IBIDERtltdNID U1R11IES HONEhR,tAOOO FXC.AVADDN,71E IXACT •-•-�(SPiYi.._.: Otil'M'f4HY1=�'•^'-UW1N�'^'-OHVB 6HW--ObHNA—.__61i'N.—O UP i55/48 iRANS/METER LOCATION OF UNDERGROUND FE.RTURES CANNOT BE ACCURATELY.ON6LETELY AND RELIABLY ..- ___.. _.._ .-- .._-.—.. DEPICTED AI EXCAYAW ON 1111 ADDITIONAL 1 CEY OR WRE DETAILED NFOWTION IS REQUIRED.THE CLENT S ADVISED _ UI.LM NOTED HEREON AS 1001610'ARE 90NW BASED ON SOURCE W ORMATiaA 1� AL 02/O6ItB PER NA'TER DEP?WMMENrS%G0.•f OMM PLANS)OBTAINED FROM UTUTY DOWNES AD/1 R WNOPAIAn LOCATIONS OF r� Jxt 12/21/17 BENCMNIARX ADDED Ar 126E MAw ST. / ` 'WI89lFD"U111DES SHOWN ARE M BE C04SM D APPROXIMATE ONLY. m JKI. 11/O9/17 PER SITE PLAN RENEW COMMENTS \ . EHSING SEPTIC SYSTEM NFCRW TION SHOW AS PER FIELD LOCATED MARKINGS PROVIDED BY O BY DATE DESCRIPTION SHEET TITLE i` // \ • 0MAN WATER 7/20/YO•AND FIELD SHM LOCATED W-Y'VE�MA NWTER IXPARi1FM 9ETW o-179-N DATED Existing Conditions / GAS SERVICE SOW/rN PLAN PER WTRINAL GRID MAPPNQ AND FLED LOCATED METER d Plan N aW-SAFE MARKINGS / - • OVERHEAD SRWC(E FROM U POE IW/46-TO LD25t BMW LINE SHOW ON TO YN�SFRO/ 1W1TY POE 15S FRO LOCATED %47-TU wm ON SHEET NO •' / 07/26/17. ^92 / DATE:OCTOBER 10, 2017 ,51 20 0 20 40 / SCALE IN FEET 1'-20' / DftAWN BY:DF CHECKED 8Y: YME JOB N O:TOf 7-0SO FILE: 2017-050 FD. n •.. YJ .... , L ..._ ...... ...... a x:.,e ......i .., ' BAXTER NYE s suM Y _ ZONING TABLE I,NGIN1,FR!NG 77 IN,3 U.T.C.D. SPECIFICATION TEXT/ OUAN. ZONING oISTRIcgs):BA NUMBER OVERLAY 057RM WP,RPOD,5EP PROPOSED U�RETA11_CAFE WIDT( HEIGHT GRAPHIC ALLOWED USE; RESTAURANT.RETAIL BAXTER NYE BAS]AENT_2038 SF RI-1 24" 24" ® 2 PROP IDI FLOOR-3881 SF EXIST USE RESIDEN11AL AND SERVICE TOTZ GROSS iL00R AREA_U97 SF ENGINEERING & STATION GARAGE 1254 MAIN-CAFE/RETAL BLDG FOOTPRIN T -3 8B1 SF HCI 12 18 z EXIST EXISTGAARµAGE�BILLDDG TO E EMOCUSHE 2212 o 1286 MAIN-RESOOMAL(EXIST)-843 SF 1276 MAN BLDG FOOTPRINT 2200 SF SURVEYING PA7F1D PROP TOTAL SITE BLDG FTMTPRNT-6704 SF TOTAL PARCEL AREA: 52.878 t SF u.2t4 AC E PROVIDED LOT AREA: NONE 52,_Sr TOTAL 17,54 MAIN ST-14406 SF Registered Professional Engineers ® t2) 12M MAIN ST-18457 SF and Land Surveyors 1276 MAIN ST-20015 SF ALL SGNAGE MUST BE IN CONFORMANCE WITH THE FEDERAL B 1-N¢_ B DN 78 North Street- 3rd Floor HIGHWAY ADMINISTRATION'MANUAL ON UNIFORM TRAFFIC .._._$ CONTROL DEVICES'(NU1T:D).LATEST EDITION,ALL APPLICABLE AaK D� _?As..A FT Hyannis, Massachusetts 02601 CODES,AND LOCAL REOUIRFMENTS,ORDINANCES AND BYLAWS. SIGN INSTALLER SHALL COORDINATE SPECOnC SIGN WORDING AND PARKING SETBACK o FT 10 FT Phone- (508) 771-7502 COLOR REAIAREMENIS WITH LOCAL AGENCIES AS NECESSARY MAX.BLDG.HOGHT(SIORIES): 2 STORIES OR 30 FT 1 STORY/23t FT Fax- (508) 771-7622 (SPED NOTE TO WRIFY HANDICAP PARKING SIGN FORMAT) MAX,LOT COVERAGE SIRUCTlRES: www,boxter-nye.com •ADD'VAN ACCESSIBLE'WHERE ASTERISKED SA ZONE 35X #1254-5042 SF /1254-3881 Si 125.4 R1266-6460 S• V288- 843 SF (4.6 #1276-TOGS SF �1278-2200 SF(11. MAX SITE COVERAGE(IMPERVIOUS AREA): SOX MAXIMUM (PER CP OVERLAY DISTRICT /1254-7203 SF �1254-8974¢(48.4X7 41266-9229 SF fNR286-9121 SF'(49.4X) 01276-10009 SF }1Z76-9248 SF(46.2X) ........... 4 NATURAL STALE AREA ;Me-5537 SF •M'VApgyo N 30X MINIMUM 8-6004 SF FOR( LOTS(COABINED . _ -15.883�-+�. ST P STAMP T CAFE-10 SEATS x 1 PS/3 SEATS 3.3 SPACES 'r ' NITROGEN AGGREGATION �� PINS 1 PS PER 2 EMPTAKEOUT x 5 EAIPL 25 SPACES CREDIT LAND ��� , RETAIL_ 2002 0 SF xPLUS 5 PS PER 0 PS AREA S SPACES ^t Mf I ry H SPACES AREA-0,241 S' •\ PLUS 1 PER SEPARATE ENTERPRISE IB SPACE T V w TOTAL PARING«. 17.8 SPACES 18 SPACESE �.\sl'T•'971R3 I+ (THE PARKING SPACE COUNTS (PARItING EASEMENT TO t 11'xiF CONCRETE DUMPSIER Flbl \' REWIRED AND PROVIDED INCLUDES BE PROVIDED FROM 1266 t';fSti,X3 F µties° 12'x12'CONCRETE PAD WITH FENCED ENCLOSURE THE ACCESSIBLE SPACE COUNT) MAIN ST.LANDOWNER) WMPSTER PAD wTH PER DETAIL/442-A \ ACCESSIBLE PARKING(TOTAL/VAN) 1 SPACE 1/1 SPACE FENCED ENCLOSURE \ \ 12W MAIN STREET. SMGIF-FAMILY RFSOfNIY' 2 SPACES 2 SPACES(DRIVEWAY) CONSULT T I 0.0' 1276 MAIN STREET. RETAIL-2000 Sr Sr x(1 PS/200 SF) 10 SPACES 10 SPACES• 100 SF MEONANICAL/SiONAGE ACCESSIBLE PARKING(TOTAL,/VAN) 1/1 SPACE 1/1 SPACE .•1• ® D 10' O O �' •+ ••\ PARKING STALL SIZE -9' A I` SO PARKING LAYOUT 20 x 9' 2a x 9• R-S, � a CIE AASI MIT OF 11P LIMIT OF PAVING BINYINWS CONCRETE n ' 2 S'BITUMINOUS ` MCCEStlBLE P/Ni1NRC SPACES ARE INCLUDED AS PART a 1TE TOTAL PARING REDLARED/PROMDED COUNT. PAYING ro SURFACE PER DETAIL iB ' O CONSULTANT PHASE 2 i PHASE 1 k 0 SIDEWALK I N��i9F4 ACCESSIBLE CURB CUT ,V• RAMP PER DETAIL/40 > k CF ATE A N/1 OQTI O P 44.:,•`r' O 1 J L R Toms L oiymc, I 4iRLL 1'9 PC; al �1 1.ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH"Noss.TOWN ORDINANCES. 20' 10.7 HC RFAUIREMIENIS.AND S'ECF=TOHS. T - SITOMWWS I 2.THE CONTRACTOR SHALL CONTACT THE ENGINEER TO SCHEC'JLE A PRE-CONSTRUCTION MEETING ro .y TAINT G SIDEWALK EW _ �� AT LEAST TWO(2)WEEKS PRIOR TO COMMENCING CONSTRUCTION. PREPARED FOR: ACCESSIBLE CURB OUT PROPOSED RETAINING ^. . 3.THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE ANY Benjamin J.Losordo, P PER DETAIL HC+ WALL WITH STAIRS PER SLAB ON GRADE +F: FABRICATION OR Ot7JVERY OF PRODUCTS OR MATERIALS.2e.5' ARCHITECT '.T Trustee of the p 4.ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE. ALL PROPOSED RUNNING �'�Tfl-Ex15TING CONCRETE STEPS ro 1 SLOPES ON WALKWAYS SHALL BE LESS THIN SX AND ALL GROSS SLOPES<2X. THESE ARE S.B.Nominee Trust ANO RETAINING WALL. ^� \ UYA MAXIMUM SLOPES W�NO TOLERANCE ALL WORK IN ACCORDANCE WITH THE MOST iWHO ro BE RE10YID C RCO ALTH OF_OF THE ACCESS D, FA, CITIES a P.O.Box 1637 \�T RIT RE 1EEI1 J L r--.... CW �.� -' i S+ 108 ♦cy `\ &OEMMCUSH/k MOVE TALL EXISTINGOTHERWISE oT oS,FOT NDA USETTS.ARCHITECTURAL ACCESS, CO CRERESETDS FENCES AND A 02563 { 94 Sandwich,M EMS SS N H ?%tk-. .ARE INC. • BLAZING-Z200 OF \� —II BUILDPNC `\ 8 EXISTING PAVING EDGE SOUL BE sAWCVr TO CREATE A CLEAN EDGE WHERE R IS 70 BE TIED C 5� P A M JA OHO +713` F- ' C CO X 28 6 EX:SRNO 2 F,i? COLUMN 'BAI��UNIT OF FlA1 INTO NEW PAVING,OR WERE ASPHALT 5 REMOVED ADJACENT TO ASPHALT WHICH IS TO REMAIN. f 1R!T.I* 3A6• OWF.I„•tG \. G p BROKEN OR UNSTABLE PAVEMENT$HMI BE REMOVED AND SUBBASE REPLACED WRH SUITABLE 10' COMPAL'IED MATERIAL PER PAVEMENT SECTION DE7A8.NEREN. ANY SAWCUT LINES SHOwN ON THE PLANS ARE APPROXIMATE ONLY. THE EXACT EDGE OF SAWCUT SHALL BE DETERMINED BY PROJECT TITLE CAPE\, I1N��TNY THE CONTRACTOR IN THE FIELD TO PROPERLY BLEW TO THE SURROUNDING GRADES. PROPOSED AND FETAL ASPHALT SHALL BE PROPERLY BUTTED AND BLEKDED TO SURROUNDING ASPHALT WHICH IS TO Proposed Commercial Development GRAVEL -a 91P REMAIN. THE BLENOm TRANSITION BETWEEN PROPOSED MID EXISTING ASPHALT SHALL BE WITH 1254 1266 &1276 DRIVEWAY y •:,CVO. •;\ AN APPROXIMATE l.i1F GRADE UNLESS OTHERWISE WnIFlED. THE JOINT , ,JOINT SHALL NOT BE ABRUPT. li 7.DIMENSIONS SHOWTN ARE TO OUTSIDE FACE OF FOUNDATION OR FACE OF CURB WHERE Main Street Lx -' Barnstable( stervli ),MA AND SK41L FOLLOW ......_-•. __....._.._._. IJr __ .., -_...._ .____.__..._2__' '.L"!Da?'Ii _...... .�• . • - •\\ ` OM STRIPING y UrCD STANDARDS. TYPICAL TINEC W IOTI FOR LANE PARKIN SfN1 5fPoHNO SHALL BE 4NCHEs UNLESS pTHERWSE NOIID PARKING STALL COLOR SHALL BE WHITETYPiCAl UNLESS OTHERWISE NOTED ED ....._...... N "v::Rt 9.BUNTING AND SITE SIGNAGE SHALL MEET REQUIREMENTS OF TOWN ZONING AND/OR SKIN ? _ 20 GRWNO .{ AWNING OVERHANG.TVP. ORDINANCES. ^ _ um MAW BE PYLONSIGN �.Y 10.INF SITE -SEE ELECTRICAL DRAWINGS IN ARCHITECTURAL PLAN SET FOR DETAILED I n N. - U04 MAIN DE. ..4 I , / I' 5:ARDRA:.C3RI-T a RI-11T 1 i _. .... .._ ti ..... -_.. _ _ .._. ....... _ ` ...... _..--— Il�� .. .:--- `PROPOSED SAWCUT �.. ....._. -.- - - - PROPOSED SAWg/TJ _._ --MAIN— __ STREET LINE iW UN_TYP. - _ 02/08/18 PER OATEN OD+T CGNMU+TS I CB'. . ....... ......... ......... ......... ......_ . ....... ........ .... _.. ......... ........._........-. --... ......... -....... ....__ ...- ® AL I7/2I/I7 BENDIMARN ADDED AT 1266 NAM St, REMOVE EXISTING PER SITE RAN REWEW COMMENTS O BY DATE DESCRIPTION AND BINYDIWS P�VEAHENT AE COD BWNO� .O. -'' MMNTADI Ex NG OUTTERUNE FLOW SHEET TITLE __. _--7—_ ---- — -a -- Site Layout and Dimension Plan n SHEET NO 4 C3.0 DATE:OCTOBER 10. 2017 r- I> 20 0 20 40 ,,� / SCALE IN FEET 1 § SCALE:1"-20' DRAWN BY:JIG CHECKED BY: MINE Z !O e N O:2017-050 FILE: 20,7-4W OW.dq ' P W' ,...w ...,v'S..m,,.m�.....:sr:.�.i)"ai�r _,,.....�. ...,,en..-. ........ ........_.z,. ,,..w.:..:.a.e..w�u+ nwtax3:�a,xw'.wwoLBww,�fl�r,:✓ .s ka__,. ,.._.. F k..,.�5 - ,'w�C' ,,.««:�:: .....-....•, .._,,,,,.:��a.` `. -....�:.. .b.:..ba'S,'�a,.. BAXTER NYE BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street- 3rd Floor Hyannis,Massachusetts 02601 Phone -(508) 777-7502 Fox- (506) 771-7622 www.boxter-nye.com = sa Wit/ PATi,0 16C7� ..._.-.._.___-.- / Y NA 4A/N / �"�....-�.___ / 'b• STAMP STAMP MTROGEN AGGREGATION �_ '' /1NT Y�'^, CREDIT LAND AREA D 8,241 SF [\/ C CLWWL T N r • • _ \ a PIAIiMY QriNaRRCF WSA G1KZ0 O.EARAM2 1Y A(b'9V.IIa ]Lt'IM R Or AL30 SNAR,) ® �D % �;, HYANNIS F.D.TOWER TRUCK R1AE2 CONSULTANT - APVRJkfRAf.1E O NVA :191TRF;T T rr'C CR a.K v;,let � \ HAROEL II'-Cr;y PREPARED FOR: Benjamin J.Losordo, � ea Trustee of the �' EAriR oT I3JR wm ,�, S.B.Nominee Trust I P.O.Box 1637 ' ---2 7/~\J/ Sandwich,MA 02563 , FVrUE IETAL ..... _..:..T ;--- N.1' R N CAPE INC. BULCM-2700 ap D x=IYA, 1 I r%IS J)_"JR UEE')P i' f•G ti I I I 1)Iq N] I �' I ;'\ � (,.Zn•-r. / PARCE ')CCY C£'�'IR L___ \\ — -- —""-- PROJECT TITLE € AND ,,. Proposed Commercial Development -.�,em eF .,�, `'� 1254,1266,&1276 I Main Street Barnstable(Osterville),MA _. ... _.. 41 , 1270 MAN BC � 1208 eT. - 1254 MAN BE 1... ... .....,c"ARp:AI _ PASHIO V U I 1 1 .. .... _ _••_ -1-. .... �- IC � U/ - - -'- -- ..- --..... .- .................._. -. ..............- - ----'-- - ---- --- - -'- - -- -- - - ��� 02Jp8/18 PER'WA MR DE➢T L0.bYENTS/G0.'a IL 12/2I/,2 BEN'ORAARK ADDED AT 1266 WIN 61. s81T8m _ _... ..-_ ......_ ........ d!L 112B/1] PER SITE PLAN RMW LDMMENT$ +r NO 8Y DATE DESCRIPTION a ............... SHEET TITLE -- --- — Truck Turning s \ Template Plan \ SHEET NO l CM QT D A T E:OCTOBER 10, 2017 F / 20 0 ,20 40 0 S - SCALE IN FEET ESCALE:1'=20' .¢ DRAWN BY:JNL CFILCKCU BY: RfBC JOB N0: 2017-0'JO F�IIE: 'IDRT'O6p Tr F v �. ... .., ._.. r s ......._ �-k..., ,., .... .. _.. ._ _.._ ...... ...... „ . . xi_. ,,. a ......-fir _ � .:.......h, f EXCAVATION/FILL-NOTES GRADING AND DRAINAGE NOTES BAXTER NY 1.SIDE SLOPES OF TRENCH ECGVATONS DEEPER THAN t FEET SHOULD 1.THE PROPOSED F1R5T FLOOR ELEVATION-38.5 BE FLATTENED(AS REQUIRED BY SITE CONDITIONS)To AT LE45T IH:IV OR THE PROJECT ELEVATIONS ARE BASED ON NAVD VERTICAL GTULL t-N G I NI F.l:t i':\�1 & S LI K V);Y?ti(i SUPPORTED WITH TRENCH eox OR SIMILAR DEVICE.ALL WORK SFIAEL BE PERFORMED SAFELY ARD IN ACCORDANCE WITH OSHA AND MOSIA 2 DEBRIS.STUMPS.EXCESS,AND UNSURAS E MATERIALS FROM THE .. REQUIREMENTS.CONTRACTOR SHALL OBTAIN 7RENCM PERMIT AS REOUQIffD. CLEARING k DEMOLITION OPERATIONS SHALL BE REMOVED FROM THE 2 AFTER R=AL OF TOPSOIL AND INADEQUATE MATERIALS,GENERAL FILL CONTRA CTOR LIAR DISPOSED 6 IN A LEGAL MANNER BY THE SUB('RAOE SHOULD BE PROOF-ROLLED WITH A LOADED 10-WHEEL BAXTER NYE TSHOEM-MILE DUMP TRUCK,THE PROOF-ROLLMG SHOULD BE PERFORMED 3,DISTURBED AREAS SHALL BE PROTECTED AT ALL TIMES TOENGINEER.NO ENGINEERING & AS DI T1E��SUBGRADEE6 APPROVED BY DEOTEDNN CAL DIONEEt. CONTROL SEDIMENT TRANSPORT BEYOND THE LIMIT OF WORK. BORROW MATERIALS FOR FILL OPERATIONS FOR GENERAL SITE GRADING 4 DISTURBED AREAS SHALL BE TREATED WITH WATER DURING SURVEYING SHOULD MEET AASHTD DESIGNATION A-2-4(CLASS W)OR MORE EXCAVATION,OR APPROVED ALIERNATTE,TO CONTROL THE OUST. G IJNULAR AND BE APPROVED BY A GWTECHNICAL ENGINEER.ALL FILLS SHOULD BE CONSTRUCTED IN 8'IDOSE LIFTS AND COMPACTED AS 5.THE SITE SUBCONTRACTOR SHALL PROVIDE ALL EXCAVATION, FOLLOWS,UNLESS OTIIFAWISE NOTED IN PROJECT SPED CADONS: BACKFILL AND COMPACTION NECESSARY TO ACHIEVE THE FINISH FILLS SUPPORTING FQUNGTGNS AND FLOOR STABS,95X OF ASTM GRADES SHOWN ON THE PLANS AND FOR INSTALLATION OF o-15s7(AASHHrO r-T80) BUILDING STRUCTURES,PAVING,STORMWATER MANAGEMENT AND Registered Professional Engineers -TOP 24 INCHES OF ROADWAY SUBGRADE AND SUBBASE 95X OF ASTM ALL UTILITIES(INTERIM AND EXTEPoOR),SITE CONTRACTOR TO e9 0-1557(AASHT0 T-180) REFER TO SITE ELECTRICAL MEP AND LANDSCAPE PLANS FOR and Land Surveyors -RETAINING WALLS AND FILLS WITHIN ROADWAY(BELOW TOP 24 INCHES ADDITIONAL INFORMATION AND DETAIL. OF Fl�GRRAOE AND IN GREEN��E).92X OF ASTM ASTM D-1D-1557557 ASf1STf 0-,T-1B0) EXISTING PAVING EDGES SMALL BE SAW CUT TO CREATE A CLEAN 78 North Street-3rd Floor -FILLS UNDER AND AROUND STRUCTURES,MANHOLES.TANKS,VAVM EDGE WHERE R IS TO BE TIED INTO NEW PAVING.OR WHERE Hyannis, Massachusetts 02601 Em AND PIPE EMBEDMENT(BEDDING.HAUNCN EN HONING AHED INITIAL BACK FILL). ASPHALT IS REMOVED ADJACENT TO ASPHALT WHICH IS TO REMAIN. 95E OF ASTM 0-,337(MSNTO T-180) BROKEN OR UNSTABLE PAVEMENT SHAWL BE REMOVED AND SUBBASE REPLACED WITH SUITABLE COMPACTED MATERIAL PER PAVEMENT SECTION DEIA& Phone- 5oe HEREIN.ANY SAWCUr UNES SHOWN ON THE PLANS ( ) 771-7502 CONSTAt1C'TION OUE ARE APPROXIMATE ONLY. THE EXACT EDGE OF SAWCUT SHALL BE Fax- (508) 771-7622 I.A INSTALL SILT iFNCINC/NAY BALES 70 ESTABLISH 111E LIMIT WORK DETERMINED BY THE CONTRACTOR IN THE FIELD TO PROPERLY BLEND TO THE SURROUNDING GRADES, PROPOSED ASPHALT SHOAL y& OT I..s STALLHOWN ON PUN. WWW.ba%Ref-T C BE PROPERLY BUTTED AND BLENDED TO SURROUNDING ASPHALT 2.CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCES AT POINTS OF WINCH IS TO REMAIN.THE BLENDED TRANSITION BETWEEN PROPOSED EGRESS FROM THE SITE DURING CONSTRUCTION. AND EXISTING ASPHALT SHALL BE ACCOMPLISHED WITH AN APPROXIMATE 1.51E GRADE UNLESS aMERWSE IDENTIFIED.THE i DISCHARGES FROM DEWATERNG OF EXCAVATIONS SMALL NOT BE JOINT SHALL HOT BE ABRUPT. DIVERTED DIRECTLY INTO ANY WETLANDS OR EXISTING STORM DRAWS WTHOUT PRETREATMENT NA SETTLING BASKS S.ALL DISTURBED AREAS NOT OTHERWISE TREATED SHALL BE STABILIZED WITH 4'LRAM.�.&MULCH. THE CONTRACTOR . STORM NW OF )S RI WI• 4.CLEAR AND(RUB STE WITHIN THE LIMIT OF WORK. SHALL BE RESPONSIBLE FOR AREAS UNTIL VEGETATION HAS BEEN 28(4 BONS OF 7)STORMIECN PERMANENT.Y ESTABLISHED. SLOPES IN EXCESS OF 3:1 AND SC-740 H-20 CHANGERS WITHIN S CONSTRUCT SWIM FAWITES TO GRADES SHOWN ON PLAN.AND AREAS THAT SHOW SIGNS OF EROSION FROM CONCENTRATED FLOWS -_ N 20.51V a 5228E STONE FIELD ..._..-._. 4 4 PROTECT FROM SILTATION. SHALL BE NRTHER STABILIZED WITH EROSION CONTROL BLANKETS `._.®'- _.-._. 4/NOAND NAp t_)_1� P�3B3G3B (FOIL)OF QJRLEx DOUBLE NET-QIRLEX a.98 BY AMERICAN lw h ROUGH SUB GRADES FOR PARKING MDT AND SUKDWO REQUIRED E®9 AND PROPERLY P STAMP ._ 80T79M OF NE-313R5�3O3B 8.ESTABLISH EXCELSIOR COMPANY OR EQUAL IT SHALL BE THE RESPONSSILITY BOTTOM OF CHAMSERS- PLATFORM. OF ME CONTRACTOR TO PROVIDE REON STAMP A M . 4�_,-.._ __ ON PORT PER R CONSTRUCTION.INSTALL BASE COURSE S _ ' B WITH ONE INSV(C71 Ow ...... 7.PERFORM BUILDING AND SITE COI STABILIZE ALL AREAS OF THE SITE TJ "- -- --- --� DF PAVING AS SOON AS PRACTICAL 7.ANY USE OF WOOD MULCH SHALL BE KEPT A MINIMUM OF 20' (- �tJ'38 :DIN ' 3I_._._ ------ .._ _. aFl _ c_.'.=Sfi.d4 \. &INSPECT AND MAINTAIN EROSION CONTROL MEASURES AFTER RAINFALL OFF ALL BUILDING FACES ,/ EVENTS AND A MINIMUM OF ONCE PER WEE(. LV 537 k�TICE AT LIMA'OF WORK Tj'"- - \\ INSTALLED FOR M-20 LOADING. ANO PIPING SHALL BE DESIGNED AND PER'DE7AIL C-821`-.,- •y�^ -- -- ` 9.REMOVE SEDIMENT BUILDUP AT EROSION CONTROL OEVICES AS NEEDED. �• - •.PROVIDE^'R�'PRO7§CitON 1 REDISTRIBUTE MATERIAL OVER SITE IN CONFORMANCE WITH EARTFWDRK R3.&T .IDIE,Ila rO SETTING Of CATCH BASINS AND MANN(YE SIR STALL BE.JO SPEQFlCATIONS. MINOR ADJUSTMENTSITH IC TO CO FIX.'IOFFSET9 TOPS tEDNOR i b 08 38 , 1 _ UTILITIES OR OTHER STRUCTURES. THE GRATE OR MANHOLE COVER E.. _ C_ - \` FABRIC AND STONENOR MAY STRUCTURES AR NO ALL NEW ISTNUCCTTURES AND `• 3.7"-.__IN W ," JGTD SHALL ALSO BE ADJUSTED OVER THE STRUCTURE TO NOT CONFLICT V' \ ` 37-J--�� I`-L�3B _ MAINTAIN THEM ALL O PAVEMENT A IN PLACE AND VEGETATION IS E IN =N A� N A 38 J6,1p \. ESTABUSHIED. ALL OUT FALLS SMALL BE STABILIZED WITM STONE WITH STEPS INSIDE THE STRUCTURE l=.10.77 1NANBERS a •T� PROIErnON AS REQUIRED. S U A N T _ \ 5f', 9.A 25'MINIMUM SEPARATION SHALL BE MAINTAINED BETWEEN ALL I'� STORM WATER MANAGEMENT WFHLTRAIION FACILITIES AND SANITARY _ `\ u 'N' ` 6 ,I :,�]'-�,' '::'_'''O'."-S•o a. •:�S \ K I i ` 11.ALL CUT AND FILL SLOPES SHALL BE TEMPORARILY STABILIZED WITH SEWER DISPOSAL AREAS AND HAZARDOUS STORAGE. -7r`- ' - +2Ndyyy°C"i"' , \ MAINTAIN QA><W TOP SOL.SEED AND MULCH OR CURLEX AS REWIRED IF CONSTHUCTIOI __ _ e..v -.. 3-(f 1[p� ''> t�'..•;=Re:+ear.,°3g °`I l; A BE ACTIVITY CEASES ON SAID SLOPES FOR A PERIOD OF 14 DAYS OR MAINTAINED LBETW ,0 FEET MINIMUMWATER R MANAGEMTIONENT SHALL LT ALP DIIffrnONS WITHIN GREATER ALL SLOPES SHALL BE PERMANENTLY STABILIZED AS REQUIRED WINfNNED BETWEEN ALL STORY WATER MRWAGE4EMNT INFIURAnON f,R i SHADED\EA wMEOIATELY UPON COYPLETON OF FiHAL GRADING TA AND SANITARY SEWER/SEPTIC LINES,MANHOLES AND TANKS. 12 PROVIDE SILT FENCE FOR TAT ALL PROTECTION,WFATAAnON I0.CONTRACTOR TO VERIFY IN FIELD,WITH ENGINEER PRESENT, i'iL' L,i•E3'•A.-'w'�%` HJi `7'' \ AREAS SHALL BE PROTECTED AT ALL TIMES FROM COI/STRUL'TiON TRAFFIC„EROSICT CON I4 lF 2 CPP ANO SETXMENT DURING CONSTRUCTION. SOIL INFILTRATION RATE AND GROUNDWATER ELEVATION PRIOR TO �..11 12'CPP AT 0.5% ,7g.67 COMMENCEMENT PER OETAI-C- B\ANKETa .. YAfJIF]%D AT 0 ROOFDRAIN 23 4 ` ORDERING OF MATERIALS 8.27 INCHE.S/HRSR,INFILTRATION RATE).IF RATE VARIES ARI ES ti COMPLETE FINISH GRADING AND STABILIZATION OF SITE. PLACE FINAL (p�UMH TE7• CONSULTANT ' ��9 .3..• COLLECTOR.TYP. ,r 1Ba PAVING COURSE FROM ASSUMPTION OR GROUNDWATER 5 PRESENT.SYSTEM MAY ',' !r\�', •• T\N ... - HAVE To 8 RE13EMGNED AS DETERMINED BY THE ENC Zez /' H / \ MATERIALS ORDERED OR CONSMUCTWN COMMENCED PRIOR 4NEERTO THIS a „^ c*,•-.. .%,?4 r/ JA {O \ /4.REMOVE SEDIMENT FROM ALL DRAINAGE STRUCTURES.DRAIN OCCURRING 6 AT Tiff CONTRACTORS OWN RISK. \ MANHOLES.AN O PIPES AFTER COMPLETION OF CONSTRUCTION. REMOVE AND REG TEMPORARY BEAMS SWAI.ES CHECK DAYS.ETC. STABILIZE UNSUITABLE MATERIALS ENCOUNTERED ADJACENT TO SOB. ' "Jl u Ei•`,LF AREAS. INFILTRATION LAYERS SHALL BE REMOVED FOR 5 FT AROUND THE EA.RiMY VFI F'n..O15T7'CI 5,, ,ysP p DEED 8K 545 PG 1S.CLEAN OUT ALL SEDIMENT FROM SWIM FAQUTIES AND OUTLET LEACHING STSIEYS/FACIUTIE9 AND REPLACED WITH SAND BORROW STRUCTURES REGRADE TD CONTOURS PER OEM., INSTALL FINAL PER M.M,1.04.0 TYPE B. MATEMALS FOR STORMWAIER MANAGEMENT AREAS STABILIZE ALL SLOPE II.OPP-HIGH DENSITY POLYETHYLENE CORRUGATED PIPE WITH AS REQUIRED.OI •_. `--.`v� - :J7. 7 +b A \ SMOOTH INTERIOR WALL 70 MEET ADS N-12 PIPE SPECIFICATION OR ' I / l T AND APPROVAL EWN.CPP U BE NOTED.WITH A PREPARED FOR: �_.� ......, I BY THE ENGINEER.REMOVE MAY BALES A GROUND STABILIZE ALL OIWEEER UP TO AND INCWOING 24'.BACK FILLING CPP OUST - - - '7 7 AREAS WHEm MAYSALFS WHffRE REMOVED Benjamin J.Losordo, 1 MULLEIN EXERCISED(SS pECOM PRODUCT NS AND SPECIAL CARE 3 Q o \ Mus7 E7HERctsED SEE ADS PRooucr NmE a„s>, Trustee of the IZ ALL ROOF ooWNSDDItIS sHAu-BE TOAD INTO ROOF DRAINS S.B.Nominee Trust REFER TO TS. CONTRACTOR RI.SHALL FOR ALL LOCATIONS 4 TOW O i\ DOWNSPOUTS. CONTNS, OI SHALL PROVIDE lff-LE TO ALL - DOWNSPOUT LDCA,noNs ROOF DRAWS TO BE AT LEAST 8'HIP P.O.Box 1637 -J8 a AT 1.00%SLOPE MINIMUM,UNLESS OTHERWISE NOTED ON THE PLAN. MINIMUM TYPICAL COVER SHALL BE 2 FEET.U.O.N. Sandwich,MA 02563 s7,JB IB ,`'•; ' (NtElE�lETAL' RH _ " _. Tf�' ..' /_?' •[ 13.ALL PIPE INSTALLATIONS SMALL FOLLOW PROJECT TIC \\ t I xLXkl $+�TLT✓¢ `- 0110 N3 \'L'�/ I'Lxi: ��� a\ SPECIFICATIONS NID PIPE MANUFACTURER RECOMMENDATIONS. 48 0 I A&rSILIA I ' , 14.ALL GRADING WORK SHALL BE DONE IN A WORKMANUKE AR0.1 '7 00d �G tir r + '� C \.•a.Es �, MANNER ACCOMPLISHED P DOUN 1D CREATE POSITIVE DRAINAGE AND q L_--- K ` \ ELIMINATE ANY PUDDINo OR PONDING. WHERE N07 OiNEWNSE PROJECT TITLE f{ •aj `L - 1 ? Ek Fi ElEV�J8.94 y `,CPP RIOM ,\ BBLE�NDED TO DAYLIGHT AT OR DIEFINED ON COSTINNG GRADE WI ALL CUT TH AF"3:1 SMALL BE Proposed Commercial Development CAPE AND RETAL ?W w wy MLOM- 601OF Y pWT 1254, 1266,&1276 SURRW AR P OMN_ AT 1a 4 15.7Fff CONTRACTOR SMALL NOTIFY THE ENGINEER WITH ANY GRADE �TE '/a��pT„ 7a- iF ELL'A•3&34 \, ISSUES OR OUES7IDN5 PRIOR TO PERFORMING THE FINISH.RIDING (XHATE _....___ _.Ty NIU41 l .."G'. WORK. Main Street FA TYPICAL S OTHERWISE REVISE N TORE 8 INCHES(TOR VERTICAL Barnstable(Osterville),MA I (H FACE)UNLESS CURB (DOC)E NOTED 9r TOP OF THE (TOR)AND 2' I \ Q1 "�' , \ 80T70M OF CURB(BOG)ELEVATIONS WHERE TIRE ARE NOTED THE CONTRACTOR SMALL RENEW TO PROVIOE REQUIRED REVEALS _ TAPER ^4,+ // !1�I I,•P , ME CURB AND FINISH GRADE J ' , THE TYPICAL 8 INCH REVEAL OR TOO BOG LABELS ARE Nor NK To I(.,�. ,�� . r.. _._ .• / I SHOWADJAC.A L EL 7.9J FACES ARE BOTTOM OF CURB WHEN 120l MAN 9E J 17.STORAWATER MANAGEMENNTT FACILITIES SHALL BE PROTECTED t 38 FROM SEDIMENT AND SILTATIO " „ . t _. _ iI , a� J� COMPLETION,THE SITE SUBCONTRACTOR SHALL PERFORM A FINAL ALL IDIM JUST PRIOR TO NT SYSTEM. ALL SEDIMENT AND SILTATION SHALL BE REMOVED .AND THESE AS V`ARi1RAb / 't BEPvCFMARN91AU BE SHAPED 70 A �SAlL�BE yTApI ASµrEDCESSARyOIIO 1�1EA7�H __ PLAN.ALL .. ._ ... �- `..--_ WATEfr TE SATISFACTION OF THE ENDING, PRICK TO PLACING FINAL TOPSOIL, + n n n n -_-� ---�\- . L_ --'-_-BRp,;- �'1 .... ....._ '.-r _ ..__✓/ �r.LLy. 3'.78 YULCM.VEGETATION.SEEDING EiF ?� �NCiiiJA'R ZLEG .M. f:YORAt 3'R"EY ara- / 1COUANT CONSTRUCTION PROCESS SHALL ATEPoNC OCCURS0i THE a r- ZMEG r STREET STRu ALL DEWA `a E'FYAn04 �9:rE, > O --"- _...,-.. THROUGH A PROPER DEWATERNG BASIN STOW,FILTER FABRIC COMMENIS/ID.', -- WATER DEFT.� _.....-.... 4(L 02/08/18 PER W • , "O _ .._.._ ... _,. .-..,,,._....... - AND HAGS FROM OR OTHER ACCEPTABLE YEARS PRIOR TO ....:>•,__._ .._._ DISCHARGE FROM TIE SITE ® .ALL 12/21/17 BFNOHMARx ADOEO At 1286 MAW r � .... ...._ _ .. ...- ___ _. _..__ .._ -. _ ........ ........ - ® AL 11/09/17 PER SITE PLAN REVIEW COMMENTS p- OF.Y DATE DESCRIPTION ' - SHEET TITLE _.....__ Grading and �.\ Drainage Plan g a `: \\ SHEET NO C4.0 4 ' 8 % DATE:OCT08ER 10. 2017 o - 20 0 20 40 p�p E ' - SCALE IN FEET 4 SCALE: 1'=20' DRAWN BY:AL CHECKED BV: YWE I F lJOB NO:2017-M FILE: 2N7-050 GD F M 4 �t .._...:........,, r,7 x "., .. ::..:..., y, . ...:: ,. .., x.. t.. .m .� ... ..:., ..... _ ..,........ ......... ..,, .:,.._ ,. .,..,.. .. � l.. .. ... .. .x:. �. ...y `,�'a..t„ ..,a.................,r.x '4..-..,.,-,-r;.»_:�<,..,.rsc_��,s _ -w.A.o..�; <,.:,......,,�R,. � ,_,.,_-..,-.. r,"_..':� .:::."_....,.., ,..,.:.�.-»,,.:.csde:�,.zv'c�A..rs�«..,✓,::_,�'^,'a�,. ate,_ ,.•,,.a#„s/.u»b», 5, .,»,u ` a, .,dam-...,�5,�,,.�'r�_-.. a ,__-�.,v..,. �.n.w..,.•.,._ ,.x�Ltalv°lZ„tMn.?[% ,a-.,,.e.._.,......_:.8,,. _,.... ................................................... ................................. .......... PtSQH IMME-0114111112017 8CL LOOS P-6100 DATE-OVWW IDATE I 000111w BAXTER NYE up MAN 91FIBET BARNSTABLE IM MAIN BRIEN BARNSTABLE 'Alm. BARNSTABLE E N1 G,i N I;I,It I N G &. J k V J-y I 1V SOIL EVALUATOR.' BOARD OF HEALTH AGENT. SOIL EVALUATOR. BOARD OF HEALTH AGENT, SOIL EVALUATOR., BOARD OF HEALTH AGENT: NITROGEN I DADTmG LowrIATIOM 440 GPO PER 40,000 SE 1254 WIN ST SIEVE WILSON,P-F- DON DESMARAIS SERVE WILSON, RE DON DESMARAIS STEVE WILSON,P.E. DON DESMARAIS (TO BE DEED RESTRICTED TO 26D GIRD): TEST PIT I G.S.E.-38.9 TEST PIT 3 TEST PIT 4 TESTTEST PIT 2 PIT TEST PIT 2 TEST PIT J TEST PIT 4 1266-EXISTING 2 BEDROOM HOUSE IS GRAINDFATHERED RETAIL 1200 SF 50 GPD11000 SF-60 GPD PIT I T7 SE. �U 5 G.S.F -35.8 1 r.S 1.-21.1 S E--27.0 308 CAFE 10 SEATS 20 (No CHANGE IN DESIGN FLOW) T 200 VIET 0 MOSC SIDE AND BRICK FILL MW SOME AM BROCK FILL 0 0 0 0 0 0 0 ALLOWED FLOW AS FOLLM: �W&O AL= 60 wa BARTER NYE e MIN AS) Jx_ma-x�JaLauxaz- ,f-Y,A 51(FIN nt) J.M- M-33.4) EY 2&n 3'IDN 315) 12,94 AWN ST 14,406 SF x 440 158.4 GPD 1266 MAIN ST(TO BE DEED RESPRECEED TO 220 GPDY ENGINEERING & 0 IDW 416;TAMMY SAND 11;IM 514;LAAW SAND 8;IM 4/4 LOW SONG 8;10 ITO 4/4:UQQOTV SOD E;fm 6/1 LOAMY Sw E;low 512;Law SONG AP;IM 5/4 LOW SONG E;IOTW 0/2;LOAMY SAND AP TOM 5/3 LOWY UND E;IM 7/2 UMMY SONG 1276 MAIN ST n 20,017 SF.440 m 220,1 CPD RESIDENTIAL, 2 BEDROOMS� 110 GPOIIBEDROOM-220 GPIP III M"Mot 14'NIEV 318) 12'(MV 31LO) 12'IFUN�51 7'DDEV JZ9) fi*(ELEV 35.3) 0'(MV 27.01 !V(ELEV 33.31 7-1111V 2114) S,MAY x3) TOTAL COMBINED ALLOWED FLOW 378.5 CPO -(EXISTING RESIDENTIAL USE GRANDFATHERED AT 220 GPD TOTAL) SURVEYING C 10 YR ;10 YR 0 LOAMY SWIT) 0:I TOTAL PROPOSED FLOW ON 1254& 1276 370 DEPOT 7/0 MM SAID C:10 YR 7/2 MED.EAND C;10 M 714 MOM,SAND C;10 YR 7/4 MM SAND a;10 YR 413 LOW SAM 8 10 YR 5/6;LOAMY SAM 8;10 YR 0 UMMY SAW 9;10 M 516;LOWY SIM 9 0 YR 5/4 LOW SAND (PROPOSED FLOW OKAY AS LESS THAN ALLOWED FLOW) 1276 MAIN Sr(To BE DEED REsEWTED To 118 GpBX- M"219) 132-(ELEV 2&0) 132-(ELCV 211.0 132-Ou"285) 14-OIEV 323) 12,(BEY SAS) TO-(ELEV 2&7) to,(CLEY M.9) it-(w 2&1) it-(ELEV 29.9) Appi Y NITROGEN AGGREGATION TO f276- RETAIL: 2200 SF�50 GM/1000 SF- 110 GPO Registered Professional Engineers C1;10 YR 6/6 M&D.SWC GO 10 TIT 6/4;MED.SAW CI;10 OR @/&;MED-FINE GO:tom 6/4;MED.SW CI;10 OR 615;WIN, Of;10 YR 5/8 MM SONG 1254 REQUIRES ADDITIONAL CREDIT and Land Surveyors WOO 260 GPO-158.4 GPO- 101.6 GPD IN CREDIT PROPOSED - 1254 crRFEr• TOO-(0"2&0) W(ELEV 210) 60-M"2&7) W-(EIEV 22.8) 03-(ED 25.6) 101,6 GPD.40000 SF/440 GPD-9,236 SF 78 North Street- 3rd Floor C2;10 Tit 7/4 MO. CI WX YR CZ 10 6/3.HIED-FWE C2 10 YR,7/4;MED.SAME C2;TO YR 6/4:HIED-RIVE C2;10 YR 7/3 UM SONG APPLY CREDIT LAND RESTRICTION OF 9,236 SF OVER 1276. PERC RATE- <5 MIN./IN Hyannis. Massachusetts 02601 SAND SAND LIAR m 0.74 GPD/SF(CLASS 1) ,112 120"(ELEV 17.5)STRUM 120'O0.EV 217) (110,1") 126-(ELV 20JU Z_aA - ON 1276 THIS LEAVES AREA FOR SEPTIC FLOW OF., MIN.LEACHING AREA OF S.A.S.REQUIRM, No 48 a"- 2&0)-N0-W-AM-F`W--1W-MZ7WT NO OUR TO 120-DULLV 1-7.57- NO MTER TO 12IF D3JEV I 12VIVII-I 20,017 SF-9,236 SF-10.781 SF Phone-(508) 771-7502 &70 No WGIWJ� 1117.12E! PERC 40� MTNj�&Ll) PEN' 260 GPIT/0.74 GM/SF.-�52 SF MIN. ROE-2 MW/jr,) W�Ei= 10,781 SF.440 GPQ/40000 SF- 118A GPI PROPOSED Fox (508) 771-7622 CLASS I SOB CLASS I SOIL CIASS 0 SOL FLOW OF ONLY 110 GPD PROPOSED ON 1276 WHICH IS 2-8.51.4.83'W LEACHING CHAMBER UNITS www.boxter-n)e.com I CERTIFY THAT ON-I HAVE PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE LESS THAN THE ALLOWED 118.6 GPD WITH 2'OF STONE ON SIDES,4'OF STONE AT ENDS DEPARTMENT OF amnowwrx PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME SIDEWALL AREA:(8.83'+2.9),2 x 2'DEPTH-135 SF CONSISTENT WITH THE REQUIRED TROUTING.DOPERTISE AND EXPERIENCE DESCRIBED IN 310 CUP 15.017 BOTTOM AREA, (EL83',251 22LSF SIGNATURE ANTE TOTAL EFFECTIVE LEACHING AREA 356 SF SYSTEM DESIGN CAPACITY:356 SF 0.74 GPD/SF-263 GPO>260 OK. VARIANCES SEPTIC TANK S17JNG:FIRST COMPARTMENT-260 GIRD.2005 520 GAL TITLE V SECTION 370 CUR 0-203:SEWAGE SYSTEM FLOW DESIGN CRITERIA SECOND COMPARTMENT-260 GPD IT 1003 260 GAL 48 HIT AND 24 NR-520+260- 780 GAL MINIMUM SEPTIC COMPONENT SIZEING FOR SYSTEM DESIGN: REQUIRED- tOOO GPD USE 1500 GALLON H-20 TANK,MINIMUM PROVIDED-260 GPO (ACTUAL SEPTIC DESIGN FLOW FOR BUILDING USED,PER DEP POLICY WITHIN ZONE 2) GREASE TRAP SIZING; TO SEATS x IT 150 GALLONS STAMP STAMP USE 7000 Zcr=TRAP.MINIMUM A, PROPOSED SYSTEM- 1266 MAN STREET, :8 1 PERC R47E_ <5 MIN./INCH LIAR=0.74 GPD/SF(CLASS 1) 4i 2 BEDROOMS-220 GPO OEM FLOW. e SCH 1 41 220 GPD/0.74 CPCT/SF-2973 SF MIN. NITROGEN WTOT A TLAMD--, 4?, P%=HIVAL AM 36 -.9441 SF PROPOSED CO�rS U L T -j-,i 2-8.51 X 443V LEACHING CKAMBER UNITS --- 251 b WITH 2'OF STONE ON,IDES,2'OF STONE ADDS CHAMBER -s 't STORMINATER-AtkNAGEMERT- SIDEWAU AREA,(8.83'+21).2.2'DEPTH 119 SF 39 1'P'Ty BOTTOM AREA, (&83',211 185 Y3 -SE 65 TOTAL EFFECTIVE LEACHING AREA- 304 SF '2 SYSTEM CAPACITY=304 SF x 0.74 GPD/SF-225 GPD>220 CPO, ...... SEPTIC TANK SONG: 720 GPD,20OX-440 GALLONS CONSULTANT USE 1500 GAILON SEPTIC STANK MINIMUM ALLOWID f, RESTS SAS UP,r GARBAGE GRINDERS(T 1 NOT INCLUDED) NIA P4:4`A ,SOD TRAP PREPARED FOR: (3)EXIS NO C, 1. COMPAR Q. 4�. 310 TAN UTLM Benjamin J.Losordo, PUTTED 1-4-CAST IRON NA COU71-OS'-�LLE . ..... 36 Y"E To ROOF" \LIARSTONS ML�!FIRE-,I, I CAUTION'THE CON SHALL CONTACT DO SAFE LITT TY COMPANIES To LOCATE ALL EXISTING UTILITIES.AT LEAST Trustee Of the TR.CMR AT I=SIG ONE THE EXACT LOCA .BOTH HORIZONTALLY AND VER CALLy.2 Lr 72 HOURS PRIOR TO THE START OF CONSTRUCTION.THE CONTRACTOR 4�rDITMM TION,4'CAST I" S.B.Nominee Trust ToTCH" P�R,EL I�l-009 OF ALL EXISTING UTUTIES BEFORE THE START OF MY WORX.THE LOCATION OF EXISTING UNDER(ROUND SYSTEMS.INFRASTRUCTURE.UTILITIES, AT C, CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY,MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER,THE ENGINEER,OR ITS REPRESENTATIVE-THE CONTRACTOR AGREES TO BE FULLY RCSPONS13LE FOR ANY AND ALL DAMAGES P.O.Box 1637 WHICH MIGHT Be OCCASIONED BY THE CONTRACTORs FAlLURE To LOCATE SAID SYSTEMS.INFRASTRUCTURE AND UTIUTES EXACTLY.IF ELEVATION Sandwich,MA 02563 IWOWA71ON DIFFERS FROM PLAN INFORMATION.THE CONTRACTOR SHALL NOWT THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN.AT UTILITY G&VERIFY IN FIELD THE LOCATION AND INVERTS OF WATER,!ELECTRIC.GAS,RIJEPHONE&DATA/COMM AND RELOCATE OF CONFLICTING WITH w 3- OR CAST 10 LF 4-CAST OR OSSN PROPOSED INVERTS PER THE D40NEERS DIRECTION.THE CONTRACTOR 94ALL PRESERVE ALL UNITERGIR"D SYSTEMS.INFRASTRUCTURE AND UTILITIES 1500" \ -x AS REOUIRED. SANITARY SEWER�T 29CH E"- 44UL. 2-Or MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN ALL UTILITY CROSSINGS Wffl 21- y. LEACHj a I A MINIMUM 10'HORIZONTAL SEPARATION BE MAINTAINED BETW PROJECT TITLE D-BOX SHALL ANIED EEN WATER AND SEWER LINES.WHERE WATER LINES CROSS SEWER LINES.THE SEWER LINE SHALL RE LOCATED MTN A MINIMUM VERTICAL CLEARANCE OF 18*BELOW THE WATER LINE INC SEWER LINE JOINT$SHAUL BE LOCATED CHI BER X/ C." Proposed Commercial Development EQUIDISTANT AND AS FAR AWAY FROM THE WATER LINE AS POSSIBLE-WHEN TO IS IMPOSSIBLE TO ACHIEVE HORT AL I-OR VERTICAL SEPARATION AS STIPULATED ABOVE,807H THE WATER UNE AND SEWER LINE AT THE CROSSING LOCATION SHALL BE CONSTRUCTED WANMOE04MCAL JOINT CEMENT-LINED DUCTILE OTON PIPE FOR ONE FLU 20'PIPE LENGTH OR MOTHER EQUIVALENT THAT IS WATERTIGHT AND STRUCTURALLY SOUND. 1254,1266,&1276 "A JOINTS FOR BOTH PIPES SHALL BE LOCATED AS FAR AWAY FROM IRE CROSSING AS POSSIBLE BOTH PM SHOULD BE PRESSURE TOESTIST,To 150 PSI Nc. J RAW GF;` Z-\ THE Main Street TANS C�PE �1 ONG N3 L/0 S!LVA k 511,A TO ENSURE THAT THEY ARE WATERTIGHT PC 40 Barnstable(Osterville),MA 4,THE ON-SITE WASTEWATER TREATMENT FACILITIES(SEPTIC SYSTEMS)RAW BEEN DESOGNED,AND SHALL BE CONSTRUCTED.IN ACCORDANCE NTH 310 16 CMR ON-STATE ENMRONMENTAL CODE TITLE V. IER 010-- 5.ALL WATERLINE MATERIALS AND WORKMANSHIP To CONFORM To THE RULES.REGULATIONS AND CATIONS Of INE C-C-MMI WATER SUPPLY -R-C, DIVISION A COWMCTSSPECIFI EN CAPE AND FETAL S AMENDED 70 PRESENT.DIVISION HAS AUTHORITY TO"END PLANS,IF ANY WITH TINE CONTRACT DOCUMENT OCCUR THE HIGHER BILDIMIDO EMBER OF N L �7 STANDARD SHALL APPLY.THE WITTEN SPECTIFICATICOVIS OF THE WATER(XVISION ARE HEREBY MOULDED By REFERENCE AND ATTACHED AS AS SEPARATE DOCUMENT. '14 IF. SON V� 6. VAL.VE BOXES AND CURB BOXES SHALL BE BUFFALO OR PIONEER AND SHALL BE FURNISHED AND WSTALUM FOR ALL VALVES. THEY SHAL-BE "NO' 1C MAW= CAST".TAR COATED-SUDING TYPE ADJUSTABLE VALVE BOXES TOGETHER WITH CAST INCH CaMM SEE WATER DIVISION REGULATIONS WV OUT AT 34 T.TYPICAL COVER OVER WATER LINE SHALL BE 6.F LESS THAN 4'OF COVER IS PROVIDED,INSLXAYE WATER LINE A4,AWST FRECONG, T E U IL C-0-HIM WATER SUPPLY DIVISOW APPROVED WATER SU13CONTRACTOR AND INSPECTOR REQUITED.COST OF THE INSPECTOR SHALL BE BORN By THE 774ij N ir C! CONTRACTOR/TVATER SUBCONTRACTOR. PROPOSED MID OATH SERMCOES ........ TELEPHONE.CtOlr -iji GAS SERVICE ALL LABOR.WORK,EQUIPMENT AND MATERIALS FOR INSTALLATION 9.GAS.ELECTRIC.DATA/COMM IS SHOWN SCHEMATICALLY HEREON. U7GJM SHALL HE OWNED AND PERFORMED BY THE CONTRACTOR. UTILITIES SHALL 13E INSTALLED WITH A MINIMUM COVER OF 3 FEET G.'G.TNHEMSE W"Ail OTHERWISE DIRECTED BY INC CONTROLLING UTILITY COMPANY.CONTRACTOR SHALL COORDINATE ALL FINAL LAYOUTS AND DETAILS WITH APPLICABLE 3813r. -� 'PARK -,/ 1 WA SED U71UTY COMPANY. Lk, I I ST. C; TO-POWER AND COMMUNICATION DUCT BANKS SHALL BE INSTALLM)IN ACCORDANCE MTN DETAIL OIC-BIZZ2. MERE A DESIGN By THE UTILITY COMPANY wl"-1-, 0/08/18 DEPT CJWIVENTS CO.'s w-- 1� L-AL - • X.--7-.;5� w \011 MEP ENGINEERS ARE PROVIDED THOSI HALL SUPERCID, -M JO J PC TV WA 1,2121117 120ROWMARK AODW Ar 1266 MAW ST. It.ALI.COMMERCIAL UGHTING SHALL DIRECT ALL LIGHT SO AS 1%)KE ALL LICH VA-MIN 5 Or LOT. ALL COMMERCIAL NO=SZVE 'AILEP TING UM LIGHT ;ARD .......n,n THE FIXTURE HEIGHT SET AT 20!MAMMUM HEIGHT ABOVE GRADE. LIGHTING DESIGN SHALL MEET THE RECLAREMENTS OF THE CAPE. .....;�...... TB-95-OM"EXTERIOR LIGHTING DESIGN*. COD VI.1 11/09/11 IPER STE PLAN RENEW ColM.&NTS ELEY-38.7B 01 BY I GATE I DESCRIPTION F�SIWG .AS C0.9 APR, M I - ' -F �, 7H I C 17 ALL UTILITY CUTS THROUGH IDaSTWC CONCRETE OR BITUMINOUS CONCRETE PAVED SURFACES SHALL BE SAW CUT, BACK FILLING OF HYDRANT'�MEET SIO TRENCH SHALL SHEET TITLE a', INCLUDE 12"IN DEPTH FLOWABLE FILL TO THE BASE COURSE OF THE SURFACE TREATMENT. THE SURFACE TREATMENT BE R ET BOLT PER MAIN SHALL THEN REPLACED IN EV TIM_35 58 A FEE $TREET IUND. 13.SITE CONTRACTOR TO DOWN ALL EXCAVATION,TRENCHING.&BACIOILLING FOR ALL UTILITIES AND MMCEULMIEOLLS VAOFIK INCIDENTAL TO THE SCOPE C. OF THE PROJECT AND CONTRACT OOCuqVCHr, CONTRACTOR SHALL REFER To MEP AND LANDSCAPE PLANS By OTHERS FOR Septic System and -LOP AS APPLICABLE. Utility Plan .. ............4,-,- - ... ......I �.fl- ADDITIONAL INFORMATION -;*. . .... 1A ALL WORT MINIM THE-SE 't KKIPUPINO0 PROMOTED BY THE CONTRACTOR IN ACCORDANCE VAIN THE STRU mom ",... .... ED IN THIS PLAN SET WHETHER OR NOT THE DETAIL NUMBER IS SPECIFICALLY REFERENCED. PLANS SHALT.L IT CON CTION OffAU 11*ALL COVERS.CURB BOXES.GRATES,AND DINER FINISH SURFACES SHALL ITIE RESET TO THE *IV"NISH GRADEE. SHEET NO IS THE FIRST 10 FEET FROM THE BUILDING FACE FOR STORM DRAM.SVACR AND WATER PIPING SMALL FOLLOW THE PLUMBING CODE THIS INCLUDES Dl THE FIRST 11)FT OF.OR"AND SEWER PIPE TIT BE CAST 11011 MATERIAL REFER To PLUMBROG PLANS BY .S AS APPLICABLE. C5,0 "'WHEERC "J APPURTENAUTIUTIES CALLED Our To BE ABANDONED IN PLACE OR REMOVED AS NEEDED CONTRACTOR SMALL OWN RTMCNWG PIPE AND LACES AS NEEDED WHERE THEY CONFLICT WITH PROPOSED WORK D A T E OCTOBER 10. 2017 0 2 40 20 0 SCALE IN FEET S C A L E:1'-20' A14% DRAWN a Y:JQ. CHECKED BY: MX L A J-4 7 J` 'T P t al 0_ Ox n BAXTER NYE .� 1254 MAIN STREET-SEPTIC SYSTEM PROFILE RRN♦'GAET° tNWc NOTE-ALL MATERIALS SHALL MEET H-20 LOADING REQUIREMENTS. V@R IIDFPpeaallM1Y ON Wll•J00 aF RLWGINO OR (ALL WORK PER Y DIN. BAXTER NYE PERR FDaNaING Do 24'FPNSIS AND GGVEBS AT F Sur Room Fwm ENGINEERING & OF FINISH RDDR-M.B3 NNSX OPAOfrlacs a LITERS G FNWFD tluOE OF R�``°""s�"`�°'�" VERY SURVEYING 24Y 4'CI 24Y -MINUS!To OAOE WITH a' SET COVER ro FYa91 CODE 4'H A w PVC SCREEN FINISHED GAME-37DS VENT 9" SETTER BRIG WITH 3/4•CEMENT �SH ww-39.93 WITH AIOAIK SCREIII t� 2- t 1FE ND,rIAP W1FRRaGNC e1rSOE \ RBFA d OTFA SHALL BE WATEAIIAR Z _. ZE .. ' T MN.AR GAP ... ... KIT04EN SEWER DM CA Am I _� 4 V 4'EON TOP of TA 35.2D BF FINISH��� Registered Professional Engineers 13 LF r CAST IRON AT u MY N•3uy IY w PNC AT 2- Y YRA FW91 GAm-x23 SHOAL BE WAIFAIpM and Land Surveyors INV OUT 3480 Iry GUT-3430 s ro GREASE TRAP .... ..._ 4•SCH B PVC w tF,1Mx.{•SCH DIP.PIPE NruLN a--�• A. w we Ar z1F FEAaYULN GWm tEHGRHc SEMI'uloum wHe — '• W2r;N FmL uufecR "M'� �' �'' ���'�'� 78 North Street- Jrd Floor rwTFxrcart-Tw,raR a•-a• b"�+n RauvT smucnlRs (2)9e wse2o.... N °arnEx 24•mn livi° a•-0• IRO N ournBsLEVEIjro wsm FFea 9 mtn Cover supTARr SEWER DsuRE PROPER Hyannis, Massachusetts 02601 IG lF 4'CAST RON AT 2% D®DRS Nor''T'WIYRD1 T K M 7EE ( ) PIPE CONNECRION-x.wANCHOR lFP ro a.SRO.DAMP a DP.BOLT ON UO110 I i u ` T Ly,W.%.4•%N Ot iBRR FARkC3 (max)Cover O SEPTIC YANK �'/ wANL 1 INSIDE W T N TYP.S NTH ANTS NEVTL / -' awnz 1" _ 10 P'� zW —BERS W 1• Phone- 508 771-7502 B'wrN13-�' j : a- CONCRETE LEACH=CRWBEA6 1 P/C ( ) sua-z9.ss ,� .. .. ._ ! 4�' GAS I iII� Rd•wuoB INv our-stee w fax - 508 771-7622 GAJ-I. µC a __._+. -_ ON NIA CA6Nm RFDIFaR®COMOLTE BARIE \� r—� RV R-TL74 0 0 o p� 0 0 o www.boxter-nye.com FOOlBNF I •.•'.• ..•. p UNDBNRBDT WONJ 9•tMG .T�! ^,.—^!'x,r n, •r• C� [� O O BOTTOM OF S'-]'M0E ::.•.•:,•,•�,..•_::i•ten7. STONE ^UNSUITABLE SOTS F ENLaUNTaTfD eEIAW •X.-1%. ELEV-3°.74 STONE B'CRUSHED THE PF/STO NE ON _ BASE (T__OF 345.SHALL BE s•MIN WO -�GFEAW P IZON'AS REOUERED 600 OALl.fltl TiND-COLPARIIBR�IIC TANG R�SEE CONSTRUCTIONVED TM NOM 05 HE Ne Gramd.Rmr OObba'a�N�ae a ERR-22.5 DURIMN Box sx E'aEs soo-xw lw EQUAL SO`% BE To FBE MS 61m�C�NRNiwLY 10 BE ISIN=ON A t£al STA"Bl� War ro SINE NOTES: (I'♦-ZOO 80L A..•..-. BtSI@I t8A9I Len�E•� A2_® A GREASE TRAP WELL BE SET ON A LEVEL STABLE BASE. B.GREASE TRAP WILL CONFORM TO H-20 LOADING SPECIFICATIONS. - 100 C.ACCESS COVERS WITH 24'COVERS SHALL BE CONSIRUCIED TO GRADE OVER INLET AND OUTLET PREs. 4' -H S T A M P D.GREASE TRAP SHALL BE INSPECIEO MONTHLY D SHALL BE CLEANED WHEN 4° ` 4 0' (R I-20) - ...,, STAMP AN THE UVII OF GREASE IS 25X OF THE E ' FFECTNE DEPTH OR AT LEAST EVERY - •. 20'DIAL-- 3 MONTHS. 3/4'-1.5DOUBLE WASHED E.EXISTING GREASE TRIP TO BE PUMPED OUT AND FILLED WITH CLEAN SAND. ® ® ® ® ® ® REUSE IXIS/MG MANHOLE FRAMES AND COVERS IF NOT DAMAGED. 8.83 B.S'- ...4.83'2 CHAMBERS 3' ® ® ® ® ® ® ® ® j 20 r .® ® ® �1 ® ® -1—T f" 7NR4�A - 25.0..: ...I ' - 102' .. I ' CONSUL NT P1J4tt OF B01_A880F(PIION 8Y8IBA WIiX 500 OALLEIp PRECAHT LiEACff10 CHAI®18 War ro salE CONSULTANT SEE SEPTIC SYSTEM AND UTILITY PLAN, SHEET C5,0, FOR SEPTIC SYSTEM DESIGN REOUIREMENTS AND SOIL TEST INFORMATION PREPARED FOR: Benjamin J.Losordo, Trustee of the S.B.Nominee Trust P.O.Box 1637 Sandwich,MA 02563 1266 MAW STREET-SEPTIC SYSTEM PROFILE NOTE-ALL MATERIALS SfWLL MEET H-20 LOADING REQUIREMENTS. PROJECT TITLE Proposed Commercial Development ExmwG DELLNG-126E MAR Sr, 1254, 1266,$1276 EXISTING FINISH FLOOR Aft Main SUeet CRW -37 ft SET �sM msH G%2 r 'IT MuaLE PINE e S H Aa w VIDI Barnstable(OsterviAe),MA a C01ER ro ERIMI T OF m GUOE d COCOA a fXuoe(tDaOB1J7 WITH SCH w PVC ONr F@BI WVDE-SE3 REPS a CORERS SNNL SE EMIERRAn Z l,iB®1 ORFpE13365 SET Rile a eOHm / RMLL ff WN T o IMM/pe• RISEN , N GRADE IILF 4' w MAau SEPTIC CONSTRUCTION NOTES: :':.. _3. 3 lF 4•SCH w uLl GER LFAGRR'ST5701.311 IX.FV OIFF-14. B YR PVC AT 22: 2'OF%•-0"DOUaE ENSURE PROPER 1.ALL SiA�7F SANITARY CODE SHALL H LLB INSTALLED IN B,ACCORDS CE WITH TILE V IV✓w-34SB lO IRA. BY DUr�417 FIRST 2'OU BE LE W �'V'�4� T m))cover PIPE CONNECTION a FamN FAIfEC (nN)Cover BETWEEN ALL THROUGH THE DATE OF THIS PLAN.a ANY LOCAL RULES a REGULATIONS y _ NV OUT-0{.to 'l / APRJCABLE IX.91H-70.93 MY R.M.27 •SUMP 20 LF.MAX.4'SCH 40 LYAVGPEIE LENQDNG CINIEEItS ` ( 2.ANY CHANGE 10 THIS PLAN MUST BE APPROVED IN WRITING BY TIE ENGINEER. Na PVC AT 2x i� APPROVAL INFORMATION NOT BE CHANGED N17NWT NRITTEN PRiGt RDNF0IN®CO16ElE W CRUSHED W ENGINEER. SIWE 8lR ,,,. r RV 9✓-A.90 pOp I� o 80�°BFR& � 3.WHEN CONSTRUCTION Is C011PLETED,PRIOR TO BACKFlWNG NOTIFY THE BOARD OF KALTI AGENT AND ENGNEER FOR INSPECTION. B'CR6NFD Y UNSUITABLE SOILS.F ENCTOP OF AS).RED BELOW F1EV-31.90 y ALL SANITARY DISPOSPL sY57FAt RING TO 9E{'SCHEDULE 40 PVC.UNLESS S70NE&SE THE VED ONE EIEV HOP OF SAS),SHALL SE 5'MIN /C.D.'a REMOVED TO ME'C HaR2oN•As REGIIRFD OON�.E WASHED STONE J L 0 IB PFP4 NYA TER�COMMENTS OHIBBRION BOX�2D -SEE COHSIRUCTION NOTE/s HEREON. Ne GrwNndWOLK�sv.Yed O Elev-zxa OTHERWISE NOTED HEREIN. (3, 2/1i0/ A A AT 1'& i ] ARK 0CE0 10E 4 V NOT ro SCALE Warm— S EXCAVATE UNSUITABLE MATERIAL AS NOIID,10 THE C HORIZON',FORA ® L I1/2/1 B(NOW A .,(. AB90FPIIOtI BE8FB1 tBAeI L£AfSND d1iW:F9 t}.x0 sl H NORM DISTANCE OF 5'SURROUNDING THE LEACHING FIELD,AND REPLACE WITH ER® JKL II/09/17 P ATE PLAN REW'W COMNENn NOT To SCALE CLEAN SAND PER 310 CZAR 15255 TO THE TOP ELEVATION OF TIE SAS. - O BY JDATF I DESCRIPTION 6.INSULATE ALL PIPES AGAINST FREEZING AS REQUITED WHEN LESS THAN 3'OF a 100 COVERSHEET j y�AWE . ..;2.0 `., ... z.o• (B i-20) 20'01AI 7.TES SEPTIC SYSTEM THE DESIGN oafs NOT INCLUDE GARBAGE aNNOEP DISPOSALS. Se LiarTSystem Design .. '3/4--1S BLE WASHED'STONE. 20'. `"L °' AND uEI¢Nn COIHPANIEs rooL.00ATTE ALL FaiSTTIiNCG UnuiESt Ar LE/,I sTI7z XwRs P 4' SAM AT ® ® ® / � THE START OF CONSTRUCTION.THE CONTRACTOR SHALL DETERMINE 1HE Profile& Details u \�� ® ® ® 1 a EXACT LOCATION.BOTH HORIzoNTALtY AND VERTICALLY,OF ALL EXISTING d5' 4 83'2 CHAMBERS 3' ® ® ® ® ® ® UTILITIES BEFORE THE START OF Any WORK.THE LOCATION OF E10511NG UNDET2GROUN0 UTUTES ARE SHOWN IN AN APPROXIMATE WAY ONLY,MAY NOT SHEET NO ® ® � ® < BE UMi11M TO THOSE SHY THE OWNER OWN HEREON AND HAVE NOT BEEN INDEPENDENTLY 2.0 ® ® ��.'I ® ® (� ® BE FUVERIFILLLLYBRESPONSIBLE FOR IANY ANC D�DAMAGEs MICX MIGHT BACAX`E ATE TO T—FOCCASIONED BY THE CONIRACIOR'S FAILURE 70 LOCATE 1HE UTILITIES EXACTLY. ��� ■ IS IF EIEVATION I I - 102' SHALL NOTIFY THHEENGINEERTION i IMMMEOIATFLY FOR POSSIBLE REDESIGN,AT FROM PLAN INFORMATION.THE u CONTRACTOR DZ r 21.0' CROSSINGS.VD WY IN FIELD THE LOCATION/IN IS OF ELECTRIC,GAS, . rj TELEPHONE a DATA/COMM AND RELOCATE F CONFUC71 N7T11 PROPDSED'D DATE:OCTOBER 10, 20T7 tj.AN OF 90-ASSORF"SYMM Y111ft INVERTS PER THE ENGINEERS DIRECTION.THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UMU71ES AS REOURED. T`. NOT TO SCWE LAYOUT THE SMALL.PROPOSED AS DEIERMMED BY TE APPROPRIIATRIIE U TUTT COMPANY.FINAL SCALE: NOT TO SCALE DRAWN BY:USt CHECKED BY: WERE - FILE: 17-050 PS JOB NO:2017 20 s. #... u ............................................................................. ................. .......... ................... ............... B XTER NYE VN 61 N F;_R IN".." N., SURVFYiNU AT M4_ —CATO' BARTER NYE SO MG cow=.P TwnrartDET ENGINEERING & •SHALL ,Te"E SURVEYING SHALL 5 ST SI.IUSN"I w1A1 YARDS V'RIES Registered Professional Engineers rEt-Fdi 1 1 sa and Land Surveyors AROSS"T'n-SEE_ASU, 92 T� NOTE 5— =FOR 78 North Street- 3rd Floor unu,"eaLUBLE D Hyannis, Massachusetts 02601 OR mu. fT. AL eI Phone-(508) 777-7502 46' MARH QASII -a.. • — . -1. -7622 4 TA,""IB Fox ol (508) 771 OUTLETeDu www.baxter-nye.com Imao TU ARORREVnI-—- ==-17=A =01 To _AGR%S Su...I=/ K A ST CPPt ............... a�—Acna` U_I BOMOW 4"S FD , . u =1 Mr. � -IN r FIRIFILK 1 — U=P:Kti�nwA :_A:: FWAL, TW,. txwPACTFD To (—)IN Ir LIFTS D'AA) SANTARY SE,0,PANS,S'SEDONC —BE SAO'FILLRa STAMP STAMP 1MwS1r zI 1.YRA e HPH DIAIIIETER(SEE PIAN9 RxI""E SaSNQ), CATW BAW(CM WH OM TRAPKTs. r7i UOM 7FENW NM RDOF DRAM LTL ,0. tin HIS L _JC7ETAIL L2U uZZ31M '. CONCRETE COLLAR (TO BE USED ONLY WHEN I CURBC1944MULUNT STOP sox Is SUBJECT TO VEHICULAR c I..DRIVEWAYS.PARISNG PROPERTY I SET FLUSH LOTS.ROADWAYS EM.) LINE--I GR H FINISH ADE Y',IIES FDRSH GRADEi. SuRFADE Sn"'IHOUS sqaa._� T PAW �Aat aUItS PSO v— Dx_Q aH,&IRS, SEE m.III'. ADJUSTABLE PCaNG ODIN1 ft'.O'rT CONSULTANT Mesa STOP B O—S) CURB STOP ROD SHALL BE INSTALLED TO WTHIN 10'TO 14' OF FINISH MADE _00NOW31t pm.) STANDARD BRONZE (_ 0. CURB STOP ASSEMBLY 88 � to .1 -.1 .�'' ' WATER SERVICE LINE&MATERIAL 1P -1 PER WATER DWARWENTaFB u,, PLAN FOR SERVICE LINE SIZE I. 0-I -SEE PREPARED FOR: 0 PL --w r Benjamin J.Losordo, A, CORPORA moms- secToNs. Trustee of the =Hous, AcoDISI.aS"m~�� uNDIsTuRe T OUT SAIC 1. A.— BASE S.B.Nominee Trust ASSEMBLY EARTH 1 AS, T(3 SE 1.AT�S Al. P.O.Box 1637 WATER _ADR — —TS AT IR: Sandwich,MA 02563 ALL,CONNECTIONS TO BE FLARE TYPE. .I A ADES'. L—Ts 010,IIISIx UNITS SHALL.N YIMTL1 A=' re IT I' 0/w aa�IaNn`D AS NEOUSARY. SE-(.11_).ELEVATION S, IR FTET SMALL I,—I'DE BROW I—N III SMALL --IF ANY I-- .—HITS. P�..�TC .."—)—S F.a1m Twe. PROJECT TITLE 7. 1W U_W N Gam E e Proposed Commercial Development 1254,1266,&1276 CURB RAW-TYPEN PRECAST CONCRETE CLM QW) N.M. Main Street 8MLE WATER SERACE OONNECTION Kra CAPE OOD EM(CCB) ftla ACCEEISELE KM F-El metalM Barnstable(Osterville),MA LJ metal r 1MCN CONCRETE SOMALI,(la Be THICK IN FRONT T CISIOREIT CUAS OF oK NEAC Dows AND AREAS CURB IF REQUIRED ........ VARIES sUBLECT To PAWNEXT (SEE VeNicLz LOADING) FINISH Adel ;-A-- s� wAIX "tY FfT�ASU%TPSUF�ACE PRELIED4 EXPANSION INDIRD WURSE RA JOINT TABLE A Raw.CONC.SLAS SEALANT _T W/6 X 6 W 1.4 X W 1.4 (ME. COS ISSIII TABLE A REQ`D) PER AT DRAVEL SOR—M-1 IV—WL L C SIR IL 02101111 ER GRAVEL BORROW 9RxS,1DK_w DEPT COUVENIS C.D.'s OR -NY SIS. (COMPACTED) ... •....... FOR AL WCS.AT 1.SHALL PASS 12/21/17 BENCNVAN ADDED AT 1266 0—$T. PRO MmES 71;;9/17 R STEPLAN REVIEW COWMENTS N STANDARD OUTY FLEXIBLE.PAWNENT O,ACRSI Sumw TROA DATE I DESCRIPTION MEGR 00HORES!CURS T,,BESSW PS AT to DAYS. _TI_ TRANSTIMI'HEM SHEET TITLE W. So —E AT VW.IS r.,T OC.W1N CONCRETE COMP037M AND COMPACTION ACCEPTANCE TESTS _ED JONt FlLTEa.. SIDEWALK rm. 11Y PREFORMEDDAN 1.DSTAIN SAIII,,ES—IA.ANT.INS MAX�_ RI J.— TT WMMY Details Plan CAM CUD SON 'O.TS Ar e EXPANSION JOINT....... _W ODNIV`f —T POISTY TESTAII0 AS OUTIOWD IN IAL".- ML 0`_ , N. =1Z BLOC FACE OR —— —— ————— I AU.SANIKES To Se TA,,EN IN� N THE ASSDOT SKOVIC-A". PE� FIXED OBJECT lO CURB. 1 4 SHEET N 0 -ISSAL" —THE IN OR DINT DETAIL_Y,aSAL'NID THE SURFADE C6,0 Or.COURSE. S. 7—==1=—I D A T E OCTOBER 19, 2017 S. FOR RASE 40 20 0 20 1 BRIM I&T.S. s L E: .SCALE IN FEET 0 O.A VERTICAL CLFS m BEFOA TRANsTioN KT.S. mom CONCRETE FAVE)AENT SECM OONCRETE 13DEWALY PAVNG APPLICATION BY:XL CHECK BY Cft-rAJL- 415 CX=�AJL_ EDIE-TrAR- Vx" W rm .6 A;a L L'�'- - , , 'm , A AM �kiyt 1;Al Koff 10 U T x. 9a4�P0�9 SmB µ Np T E NYE FOR H gas i ^wBOTlai ff RAa®ro Af�B1[D^1[,WY DWItES w�ApL fl1LL N1D SEE HANUiFOR PLACEMENT salt a wSTAYm SIRAOa A,p 1EE, Alt PP31$Ax0 SAPS Di RANP�9' t:N l•1 1W.. t i SEE PUN FOR SEENA PAwL¢.upm c"t Be MITI C Pu+Nut wu wuN. eu.R,.av swt eE ):•.l',1 h Cb. i..'ki V k:i"1*i ;HNAILS FOR PAMP(SEE RAMP A Nt HWDrAIE 2• •VON'AP SPACES PAC C DETAILS iTN APPROPRIATE DETAIL) SOUL BE Bala!ap IIDT FILYAA�D. HANDICAP • 5QR STaNNG A BAXTER NYE t o•s.e'O.C.o.c _ _-T+ f' i `' •, w .. 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AO9 GEOSYNTIETf:36fI1TNOH-VIOVENOEOTOO4E ALL I-�BDTALTUK LENODH-�-[ BBK INSTALLED Le- ARWNO IXEAN.CRUSNEO.A1gI1Nft 9T]Ne N AS B uYEHS I I ILA PAVEMENTLAYER I o-BULLO ROW IN TMI60WECTN)N� PER&I FE SIO (-6EE NOTE e) Th.',' e'� .° d' ''�`3�e yy:t'# `v' .D ro'�i.r•� . ... _ -r r ` I I I C - 6'MN BTAHT END ; EXCAVATXXI WALL O i 1. ! PREPARE❑ FOR: (CAN BE 9LOPE0 OR VEATGL) i ".- NEXT CM- -.- AM NERE wERS LDRRAATON, B�enjamin J.Losordo, F A 1 ACCEVT9 4.6QH W FYC NPE FOR.-IOR PORT, Trustee of the FOR{•IPEg�yLARDERTNA114•LIPTOIPUSE A S.B.Nominee TrustI ERTA TEE CONNECTgFI CEIY ci�D ONACMAMBER CRe LRsr WRRUDATIDH E ... - S DEVTI OF 9TOME'E'MIN P.O.Box 1637 ti MN EHpT� SUBGRMESOILS LON61' IS TYv j, I Sandwich,MA 02563 (SFP Nmeq [II NOTES: FITllnl(II xaT mo' 1. SC-740 CHAMSERSSHaLL WNFORMTO TREE REQUIREMENTS OFASTM FHIA'STANDARDSPEC-TIONFOR POLYPROR'LNETF)COPRWATEOWPLL STOIWWATERCOLLEC110NLHAMB@iY, OR ASTM P181]'STANDARO 5FEC61CATON FOR PIXYETHYLENE(PE)CORRUGATED WgLL STORMWATER COLLECTION OHANEERS. 1 1 $-oCfw®ERB SHntl OE DESIGNED INMLORDANCE WTM A8TAI FBTB)9TANOMO PRACTICE FOR STRUCTURAL DESIGN Ol TMEPAIOPIASiICCORRUWTED WALL 9101A1WATERCIXLECIIM 111•--� 4- 4--45,g� I�5- PROJECT TITLE Qut6SeRs. A 'ACCEPTABLERLLIMTERLLLB'TABLEABOVEPNYv®fSMATEPoIV.LOLAT1p56.DEBCRIPTOMB,O11A0ATIONS,ANOODMPNCTx)NREpUIREAEN18FpiFOUNDLTIOMEMBEOMETT.NUFBL Proposed Commercial Development NAT-. 6UEI%NXMI MED LENGTH'';'S 6-X]OA-X 11 - 1254,1266,&1276 4. THE SRE OESION ENGINEER DREBPoNSIBLE fOR A95ESSWG THE BEAWND RE6ISTPNGEfpLLOWPBLEfIEAPoNO GPAGRY)OFTIE 9UBGRAOE SQL9 ANO THE OEPTN OF FOIEIDaTpNSI01ff CHAMBER STORAGE liSC1101C FEET MIHRIMM iMSTAl1EO6TORAGE' T4,BCUBIC FEET Main Street WITH COHSIDEMTON wRTE RANGE OF EXPECTED SOIL LKX9IUIE CQ'40111ONS WEIGHT T&O kN 5. PERIMETERBTONEMUSTBEEXTENDEDNORMONTALLYTOTNEEXUVATIONWPLLwR HVENTf DM DE VAMNW & '"SSUMESO-STOKEABWE.BE-.AND BEMfE CHAMBERS " r "-'i Barnstable(Osterville),MA 4 ONCE LATERC IS PLACED.ANY SDWWITENN CAN 8E PLACED IN IAYER'D'UP TO THE FINISHED GAME.WBT PAVRAEIRSUBBASE 300.3 CAN 8E USED TO REPLACE THE MATERLV. REGUNeMENTB OF LAYER G'OR Tl ATTHE SITE DEIRGR ENGINEER5 DISLRETSQL 1 STANDARD CROSS SECTION STORMTECH SC-740 - B 1 (NOT TO SCALE) T 66 Mass AT mP of ENO CAR FOR VA�Rr WkS RCS ENDING I C PAWE STUB A B C PE6BTPo IF(150 mmI 10.P C1TTPEOBBPC EOBTPC SCT40EPEOBBEOBBPC e'p00 mm)LIOIPC 10'(T50 mm) -s mm) EtOBPC E1lIPC 1T 1]OOmm)EI2BPC_tSTPoE55BPo 16'(]TS mm) 18./-146i mmI - �mm) � JCL 0I108118 PER NA TER DEPAflSMi)IT COMMENTS SCT40EFE1ST/SC)WEPETBTPC AO•I1GT mm) - q - 19•(4S0 mmI 1B.i-(SW 12.�11f1? BEIid/MARK PDDEO AT:2E6 MAW$i. : SCT40EPE1SB lSGT40EPE188Po - tA'NIBPHU BCIWEPEG/B• H•(6p0JML IT/OBfI? Pal SITE PLAN RENEW CWMENF ALL STUBS,ENCEFT FOR THE SUQEP048 ARE PLACED AT BOTTOM OF B✓DCM SUCH THAT THE OLaStOE D[ANETER OF THE STUB IS FWSH WITH THE BOTTOM OF THE E AP.FOR ACOITIONK NFIXiIM1pH WNTAC!BTORN ED,AT NO e Y DATE DESCRIPTION t2BBdBY-16B4, SHEET TITLE u •fOR TIE sc-TER-ER-SHHI TIE za-(qOD mm)srll8 ues BELdV THE SOTTON OFTHE QOGP APPRO%WATELv t.i6•{Y nen� BAQ6ILL-TER- OULD BE REMOVED FROM BELOW THE W1E SNB 50 TUT TIE FRTNG BnS LEVEL .: NOTE:NLONIEN610NSARENOMINAL ADS StormTech SCN740 ; TECHNICAL SPECIFICATIONS ADS STORMTECH SC-740 Chamber Detail Sheet 8 (NOT TO SCALE) i O SHEET NO C6,2 DATE: OCTOBER 31.2017 0 3 - [SCALE: NOT TO SCALE t9zDRAWN BY: AIL CHECKED 8Y: UK F JOB NO: =7-wo FILE: ID17-040-Sr DrdII 8 XC , .. _,.., ...F ...._>. .,.. .,.. ., „ .. ,. ._„ :,, ,, ._.,. .....:: :.,. r,...:: ,' .x.. , ...,.,.n _..0 .. ., a .. , ,r ink t. fi ,..,, ,. 77, ,. .I;: ,r,. ... s y .:. I� .�, � ,., ._,,. ,.. ..,,xm;F,.» ,.:<�w„�afw..,,,,:,.�... ,,,,.,.zr:,.w. .,..,.as¢,,,µ STAMP: e '.. epULc��' s^111770�b s� rnn�dlnlaoar w P• F�sN.Oiu 9 LU m �$ n 06 O �o ! 1 U o� I 1 ! Z o 1 EXISTING TREE f w 1 EXISTING TREE TO REMAIN t L.L I TO REMAIN - 1 I i 1 I PRIVATE DRIVE Z! Q N LLI I i I z U Planting List Schedule LU I i 1 Z �_ a CauN Type COMMON NAME SCIENTIFIC NAME :Sze Comments 2 EVERGREEN&FLOWERING TREES U) 3 AH AMERICAN HOLLY JILEX AMERCANA 67 M. :.BIB HEAVY I C 2 KD KOUSA',DOGWOOD ;, ,- CORNUS KOUSA 8.9 Hf. "' B+B MUUISTEM CLUMP I m Q 3 SHRUBS 1 - ! 1 zz n 5 LH iACECAP HYDRANGEA HYDRANGEA MACROPHYLUS MARIESII #5 POT CONTAINER 4 R O.C. I ' i 0 S 2 PJM DNARE.ODODECRANB DRONURNUM VIBUR_RHODODENDSUM RON MPACTUM' #SPOT, CONrAINER4 R.O.C. 2 PJM PJMREODODENDRON.' RHODODENDRON PJM #S POT'. CONTAINER d-S R.O.C. Z L------------------------------------------------------------------------ 5 L RC PASTURE ROSE ROSA CAROLINA #5 POT CONTAINER d R.O.C. �� ■ SJW DENSE''.ST.JOHNS WDRi HYPERICUM DENSFIORUM #SPOT CONTAINER 4-5 R.O.C. ——————————————————————— —� ������������� CONCRETE RAMP W1 EXISTING. 1 3 L—baray Poplar 50' :: ., J.7 ————— -- -------------------- —————— i 1 z ROUGH SURFACE -----WPL`FNPV—•--- --� ILLI ol ac #ems ® oL WPxRPv : 1_ t I W OPERENNALS I I �� ® '.. ! O Lv TYPE COMMON NAME SCIENTIFIC NAME SIZE COMMENTS W N LO Type#1 Stella D Oro DaLO ytlly Hemerocalts #2 Pot 50/50 Mix @ 18"O C.Stella In front of red token (61 SJW i N w. King Alred Daffodil Narcissus Bulbs &100 Daffodil Der Dlantina In natural drifts. I I �'••'• 4 ! 1 � Ly O - J � G r # Blacke d Susan Rudbeckia hirta #2 Pot 50 50 Mix 24"O.C.B.E Susan&Daisies �i- � Q T 2 / I Q Ye n. .. W YPe •...-Y't `�+, Shasta Dalsu Leucanttlemum x superbum #2 Pot In natural grouping. W I - ' z t F N r ,L• . 1LU LU h AOAcorNCRErE : ' cuTe CUT � I c� O 6-6S NOTES J. TYPE#2 r-• .1 4� - _ '° C z .. a I. PROVIDE CONTINUOUS 18"WIDE x b"DEEP DRAINAGE STONE TRENCH(WHERE INDICATED ON PLAN)W/3/8"NATIVE PEA STONE. PERENNIALS 2.ALL PLANT LOCATIONS TO BE STAKED OR POSITIONED ON SITE FOR REVIEW BY ARCHITECT AND OWNER PRIOR TO INSTALLATION. - `0 5, m w MULCHED PLANTING BEDS BOARDWALKS TO BE LOANED&SEEDED AS U N 3.ALL DISTURBED AREAS NOT COVERED IN PAVEMENTS,BUILDINGS OR ULC ED LAN _ ♦ Uj r C/D SPECIFIED. '" Yi - - EC ED I _ _r� 0 2 RC / / 4.ALL SHRUB AND PERENNIAL BEDS SHALL HAVE 9°LAYER OF SPECIFIED LOAM/BACKfILL MIX AND 3°LAYER OF SHREDDED PINE BARK MULCH. I ( ) •`�TONE+, ��_ � LU 0 5. LANDSCAPE CONTRACTOR SHALL COORDINATE THEIR WORK WITH WORK BY OTHERS. I .PATIO+, - - '_-_ ♦ L0 b.ALL SHRUBS AND PERENNIALS TO BE PLANTED IN STAGGERED NATURAL GROUPINGS BASED ON QUANTITIES INDICATED AND APPROX.SPACING ' tE•'`~' O© ♦/ O NOTED,TO BE POSITIONED IN FIELD IN CONTINUOUS MULCHED PLANTING BEDS.LIMITS OF BEDS TO BE CONFIRMED IN FIELD. DRAINAGE N z �.•x .-•"-�,. .'. P> PY� STONE AREA / W 7.ALL SHADE TREES SHALL BE STAKED AS DETAILED BELOW. ' ' ,�^• W / I : 8.CONTRACTOR SHALL PROTECT EXISTING TREES AND PLANTINGS TO REMAIN IN ALL AREAS OF WORK IN A MANNER APPROVED BY TOWN AND I g 1,:•`.).,t AH / C ARCHITECT. I ;'�, 44 _1• .:u+"P —� /♦/ 9. PROVIDE MULTI-ZONE YARD IRRIGATION SYSTEM WITHIN BASE COAST. p .1 -J.•� _ / LU A, •f LU TYPE#2 ® oPR AH ♦/ TITLE: PERENNIALS Sa F�L: + & b0 c / ND 1 N LA SCAPE f E Ma n KD (3)RC + ♦/ PLAN (1)DCV MIX OF TYPE#1& / TYPE 12 PERENNIALS (2)PJM 5E f.N1N / I. / ♦ PRUNE AS FIELD DIRECTED BYTHE I / LANDSCAPE ARCHrracrs TO IMPROVE I ♦ �X PEARANCE(RETAIN NORMAL TREE SHAPE) DRAIT I /GE M DATE ISSUED: 02.12.2018 STONERENCH YLOM�p,S 1 REVISIONS: THREE 2'.4're'WOODEN.STAKES,STAINED BROWN WITH /♦ �T'I �G NO.DESCRIPTION DATE TWO STRANDS OF WIRE TWISTED TOGETHER.STAKES SHALL I / BE PLACED AT 120'TO ONE ANOTHER.WIRE SHALL BE / THREADED THROUGH BLACK RUBBER HOSE COLLARS. / TRUNK FLARE JUNCTION: / J` PLANT TREE V-2' EK15TING GRADE 3'LAYER SHREDED PINE EBARK MULCH TO OUTER '��F?OP EDGE OF SAUCER KEEP MULCH 2'FROM TRUNK pG 005ING GRADE ;•=z:.._.`:>x<: ...;:;,.::.: DRAWN BY: S i .. ;L-:: :•, ._ CUT AND REMOVE BURLAP FROM TOP I/3 OF ROOT ALAtIOT ?:..: ... EMTING TREE BALL IF NON-BIODEGRADA&E,REMOVE COMPLETELY TO REMAIN SCALE: A s indicated e - _ `. SLOPE SIDES OF MOLE d !........ ... BACKFILLASSPECIFIED DRAWING NO.: THREE 11ME5 WIDTH OF ftOOi BAIL DO NOT EXCAVATE BELOW ROOT BALL - ��. TREE PLANTING DETAIL N.T.S. . 2 TREE�-F PLANTING DETAIL 1 LANDSCAPE PLAN L1 . 0 � STAMP: �t h Na.77H9+;. Kr�YMW11�t w I c co �3 O 0R U 0 � U Z LU L.L_ cn � U Q Z j Z H I U LEGEND Z Y. 0 C W ALL EXTERIOR WALL ASSEMBLIES ARE NOT RATED m Q CONSTRUCTION,U.N.O. 0 S a REFER TO STRUCTURAL DRAWINGS FOR LOAD ■�'- a a BEARING WALL LOCATIONS •� REQUIRED EXIT 60 DOOR RATING/INDICATED IN#OF MINUTES z W W EXIT LIGHTED EXIT SIGN,REFER TO REFLECTED m C )Z( CEILING PLAN AND ELECTRICAL DRAWNGS O J N W W CD � CV • I 1 , I I J F--£ I i • •; .. i i i i i i j £ 1 £ i i i i i l ? \` Q W II . II . i I W 3 } EXIT r— c z N W Jcc G O J EXIT z l _ ! EXIT TOTAL MAX.TRAVEL O w I DISTANCE = 54 FEET EXIT I -- - cn LU O cn if CV ? �_; i � EX�--- --- EXIT O o �. L l EXIT """'" vE` LIFE SAFETY -------- ' ''�y PLANS jpSP�MPX• �5 FEEL """"""-" I � � --- _ `� GEE. r , - I DATE ISSUED: 02.12.2018 TOTAL MAX.TRAVEL `��Fl REVISIONS: ` DISTANCE = 48 FEET m No.DESCRIPTION DATE - --------------------- - � `\ :--T-- I i I i EXIT I / 0 or77i DRAWN BY: Author SCALE: 3/16' = 1'-0" ` �$ :�.,:.:�.«�.:�..•,..t:�..,�.-M.. .,_. . m.,,„..,., �.,•�.:...,:«: DRAWING NO.: BASEMENT FLOOR LIFE SAFETY PLAN FIRST FLOOR LIFE SAFETY PLAN AO 2 �%s 2 3/1 b" = 1'-0" 3/1 b" = 1'-0" STAMP: �3 eWLPs�,'es- c`!a NR..7789 P •"� �Y Mwuuvartt 2 3 4 5 7 8 41'-0' I 4'-0"/ I 12'-0' I 25'-r i i s 7• �� zs'-,r c 1 DO DO A3.o A2.0 \ - �- I - A3 OAG �a b lyyl \ I Z caNc REIE STEPS' G( UNF' a A3.2 SIPB ON GRADE FOR BAY .. AREAWAYS j: LL 40 1 • 1 1 PERSSAA�DWGS 35 I _ - C11 — o,s F \ Z / D U I ' Z LU < � I mot- 3 x 10'X 12'COMBO o c r § W H WALK-IN SLAB ON GRADE 'j , _.I :. suecN GRADE•' ° Er w/THK*EN EDGE I ■ 5 .O•+ r A3.2 [003] j ■ g J / G 12'CONCRETE FOUNDATION ` A3:1 .'WALL PER STR DWGS.TYP. — o/ E L-- m� ppLu 1 Z / Lu —7 - - 'I. STRUCTIM COLUMN W / t EDLIPMENIT BY OTHERS GC.TO I:. 4 PER SIR DwG$lYP \ / SLAB ON' ' .COORDINATE,POWER,BLOCKNG AND / ( Z 'Q GRADE I PNYINTERCONNECTIONSASRE99 _ D R' j : .. Q 'CV FOR BAY;.F •. : T/PIGLSIABCNGRADE� - \1 TM COMMONAREAOF SIABWWID BE POURED. CCD 2 (38'-0' I '. .11,`•--- SHE,B.ATHROOMS AND CORRIDOR:S § Q a WITH D _ I 1 W cc TYPE WPLL :. A U W G I? m Z CV NT r J BASME STORAGE C �27ADEA:. - - -- O o2S LL A3.1 .TYPICAL SLAB ON GRADE` C/) 014 E m. uj / THIS SLAB AREA TO BE POURED PER (/) — — —— / I : ,1 sTaucTURALcauMN "j TENANT DIRECTION.FUTURE UNDER SLAB O L0 DATA ETC.WOULD BE PLACED: a• R`PRIORTOFOURING':'.asO.owGs m POWER, CV / --- C / a n UTILITY ROOM:,.., [002] BASEMENT EQUIPMENT BY OTHERS.G.C.TO _ COORDINATE.POWER.BLOCKING AND _ _ FLOOR PLAN HOT WATER HEALER .. ANY INTERCONNECTIONS AS RE09 ��PER MEP W.GS' a1s A — — — - - DATE ISSUED: 02.12.2018 0 o O O ------------ __ ____________ _________�12 ___�--------------- -- ____------------ ———— -------------- REVISIONS: BUILDING SETBACK LINE -- R 'CONCRETE FOUNDATION WALL NO.DESCRIPTION DATE W/SHELF PER STR.D.hG'3,TIP. .,A EQUIP.REVS. 1/31/18 A3.0 , 41 6 A2.1 86'-7' 1 2 5 8 g' BASEMENT FLOOR PLAN DRAWN BY: RET ' SCALE: 1 14" _ P-0" �F DRAWING NO.: � 9 f - Al . 0 _T » �.�1 � �� �( ( Cf 6 �� �� `� �a vo ..� s^'�"- c� ! 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MENU BOARD FRAME SUSPENED W"" SUSPENDED ITNCftAR FROM SIRUCNRE PBOVE : O C CEILINGTIES m O DOWNLIGHf RECESSED CAN .J N ,^ OO DOWNLIGHf PENDANT CAN Lu Lo IV I DIRECT/INDIRECT 2#'LIGM FIXTUREQ � i N CORRIDOR _ J \�l CD n 106 Q W `O Q .'•'•io'=a' SERVICE AREA � � pafcr/INgaECrzX4'tGMFIXTURE 21 Lu LU •'.% OMEN O VALUED GWB- ?Ll�=:; - LINEAR Z > CEILING ®MEN 108 CD CEILING LIGHT O 107] Lu EXIERKM WALL MOUNTED UGHT FIXTURE Cn / \ O L - E -8 FOOD SERVICE EXHAUST 2#LAY-0N CEILING HOOD BY OTHERS.REFER TO TILE N A3.1 8 S giCHEN EQUIPMENT PJuV AND :r,C'E�:•:'-•':"' O r CHEDUIE. 36Y30'CEILING ACCESS HATC - KITCHEN -o.i RENTAL OFFICE OR 103 ETAIL SPACE WOOD PUNK CEILING [109 TITLE: STARS&LOADING GM.CEILING,PANTED MAIN FLOOR FuruRE 2a2 SUSPENDED - REFLECTED NSF COMPLWNr 2# l OS A.C.T.BY TENANT N.I.C.) ----SUSPENDED A.T.CEIUNG PAN COIL NIT "�•.' -; ® CEILING PLAN FLUSH MOUNTED ai �-73 101/2 OFFICE ,t, 104 -:: +..:,.?•? %:..;.'--•:.: SUPPLY DIFFUSER • r•q t DATE ISSUED: 02.12.2018 RErURN GRILL REVISIONS: -;t�•,_ ..�,,,r,;' NO.DESCRIPTION DATE ATTICACCESS EQUIP.REVS. 1/31/18 ® EXHAUST FAN ILIGM COMBINATCN EXR SIGN 9 DRAWN BY: RFT_ FIRST FLOOR REFLECTED CEILING PLAN ,(� �' SCALE. 114° _ P-o° DRAWING NO.: Al . 3 STAMP: r _I ��YFroan+nrobm, F��IN.OiN c m Q off € C U Z D C LLLJ q3,0 A3.0 t~/7 Z gg Z H i I � U Z a K 0 = Ns 3.2 � 0. C W REFLECTED CEILING PLAN LEGEND ■� li O DOWNUGHr RECESSED CAN i O DOWNIGHf PENDANT CAN z ' w H DIRECT INDIRECT 2U'UGHT FIXTURE C w A3.2 ® L u ® J Lo - DIRECT/INDIRECT 2M4'LC 4 FIXTURE LLu Lo LLJ� ~ z J �. C C Q O cc F— G QLINEAR CETUNG LIGHT Lu ,p Q �. U w F c z N A9 I EXTERIOR WALL MOUNTED LIGHT FIXTURE L u r Lu J co J j 2#LAY ON TILE CEILING O Lr U N N � WOOD PLANK CEILING 0 Lu O --- -- CV O GWB.CEILING,PAINTED Of E � A3.1 TITLE: FAN�L UNR :,�T:• FLUSH MOUNTED BASEMENT REFLECTED `_'�;:`r'•' ® SUPPLY DIFFUSER CEILING PLAN �,'��--.'•'y' Fo RETURN GRILL ;ONE HOUR' ''}:� ,.-,CEILING ASSEMBLY.a" _ - AT-- i ISSUED: 0 18 ATE I 2 12 20 D 'i EXHAUST FPN xH coMawA KxN REVISION - NO.DESCRIPTION DATE „`'i" ,CEILING ASSEMBLY'.'•: i*/.r - .`�; i'i:�;.•::. - EAT SIGN 9 DRAWN BY: Author BASEMENT FLOOR REFLECTED CEILING PLAN SCALE: 114" = �I_p-- DRAWING NO.: AlA '_. .i�..''.�..:�I:�....'''..�.�1�i-,,1.,"�.��:,..'..I.-.,.�.�..�.�,..:,*I.�_.-..,..�.I..�..'..i,:�.��,�.'�:.v..�....'I:-�..�-.*.-�I,..�:I�,"'...d.�:��.'�.,I,'iI:. *..�..I�:.'...I..�;�..-':. ..[",..4.-�..-1ti - '.:i.s- 1.1 STAMP: �' ,-,.*'.:'L--..-_-.f-7._!.'-'",,".. r.: 'r' ,. r .::: i. s 0 7799 BASEMENT EQUIPMENT KEY �fiv,liff rniwwnawRc Mark Description Count . ;. - 8 Dry Storage Shelving 2 . r-�;Ijr%',..�.,,'.,.w..�,+':..+j".�.-.�''+.+r...'-.......�.-....%',*.j.r.6...rr."`-.+r..-+r1;I�V.r",..6.6.r...1.�:+."v�;..V.-.:�r..:�.I.':I:I6.I I I�....:.r;.I 6.,11V."I+v�.',,,Ir,%..-r..,:,,r +'6,,1,....�.::,:_�I6:,::rI�-�I.:I,.-j r'..:I..�..1..jr:..`I-+'.I-.:,.....�..:I:I:...6'�1..,..r,:.....�!tr.:��:,....:�1..:16.;.-.j+.'.r.j;�.1�a:'..%1.I.:I.+:.6�r,1,..,....:I.::.���.I:..I,�.+.-..........I...,.I..::�.',1-!.'���.r�..e 1 I..'+I...."..,.'..:+''.j I.I.++...,,.I:....I�..,.'.�,.,:%,:."m'.'....r:.-..:rr.:.I'I.'......I:,-I I.,..:1+::.+.I�.:.+...+'..�.-.:r:...:.�:,,II.:..::...'+.I'.-.r1.,;�.�1�.�,I�..'I.:....'.,.;..r I,:..,,I.,:�,.I I+:I�.,,_;...,1r..�.,.:-:.'L._..'.r-q..:.:r�.:�-..I...r 7,,..r:�:....j:.��.':.-_.�'.,r�..v 1..6..v.rII'I...'r�......r�'j,.6..I.,,...-.t�V.I-�.�-I..:......'.��.6�,...,F--�,1."�....j..'�.r:�:....,I:r.6�.�jv....I-.jj.....6 6 V�1,T�..6.'.....\6�,I.�:-�:�+.,:.:,.,�.16._.'jj.-..:'.V..'�...-�r r,r:.+_.1.'6'.,6 1...j...,,r.;�--j:.6.6..I:-I.6...II.r,:.;��,,.,1r..:..+v.:.,j.'+.,,-..:...:._,1�-�.'I.I��I I. 9 Walk In Combo Frig/Freezer 1 80 18 Metro Wire Shelving 3 a 62 c M W Q] w 2 n 41 Aluminum Truck Dolly 4T C =_ " 9 43 Freezer Chest 1 59 Freezer Condenser 1 R0 . .�ga �� j u 60 Refrigerator Condenser 1 ��t "n bl Freezer Coil/Evaporator 1 Z : W ; 61 L i- C 62 Refrigerator Coil/Evaporator 1 59 ". 63 Beverage Cooler/Power Pack 1 p o z Grand total: 16 z ,�°�' w , - 41 e e U . s3 r c I td ❑. ' O' O O: a'. . `- o - , - � c r�U .. /,�`((a ( 41 ``77 ((�� w . , . . 2 w a. w O c -.. -. ., J L0 .r.': -': ..... ... j 0 Q N I .; :: :. a1 --------- ---- - W J Q 4:�w>—C::_�00�53(-I_—O i — _______________ _ +� w z Cv w . :. _______________ c Y J lr zi c G W G . _O ✓v -.r _________ _ ___ •r :....: . .. . ... C .'- _ O 0 --- r� NU . o - - ------- --- . O LO N - --- r-- . , .: 43 -- ---------- 1 O :,.. ------ ------- .' TITLE: - w --------------- BASEMENT . --------------- " I , ,. E T -- -- - - „ _ LAYOUT . a L�";:.,.�.'-.....-....�.........e+.:.:.:...�,...,.''.'.I....:.�'.....I...':._.'t,"'.:''......;...'.�...:.:;-!..'....��...'.'�.�:.....!'�.'....:...�_w;..%.�+.:.+.:.1%.:;,%...:.:..�.--......I+.-,.i 1 1.!.i..,I�a1..::;,-,.,..,.I..:�.vj�I..I I+:.I,.:......r4.'�.%.ry.k�:III...I,...''*I I..�v...�.;I.,.16I....:,.I.6 1-1,.-1 v+.':'..,':.-6'..1....�...*'IF.'+..jI�+I�.,�.vv.1...r..'0"1.:'j'q..-"j,.j.I:�,.,:1r,.6 v''6�.:I+_.r.:�r..j:.+.."I Ir'..�+!j.,�-I_:�.,:.Ir,:,-:.j,.1:.:.��-+,6z:1'r1..:rI..,.v:'-:,:'..�:'�6.Ir.:-'�V�.. - - - - . .. --- Ct DATE ISSUED: 02.12.2018 :. .' .7 - . .® REVISIONS NO.OESCRIFMON DATE 'si wow ... : ' . Ofi O EQUIP.REVS. 1/31118 . .. _ . !. 0., .. :.'. pq/ a Q. i i DRAWN BY: Author . SCALE: 3/8° = 11-01 . .. .. DRAWING NO.: x..I BASEMENT EQUIPMENT PLAN Q z' 4' A 5 i — 3/8" 1'-0" - STAMP: 1 st FLOOR EQUIPMENT KEY Count " 76Q s -, Mark Description 1 170 lb Ice Bin 2 Underbar Refrigeration Glass Swing Door Back Bar Cooler 1 3 Underbar Refrigeration Solid Swing Door Back Bar Cooler 4 Espresso Grinder 1 O O m 5 Coffee Grinder 1 - C;5 6 Pourover Coffee Brewer 1 s 39 ...39 40 35 35 O O i 7 Espresso Machine 1 38 G 38 0 10 Wall Shelf 3I I] ................. ................ _....... .........._................................_........___............................_........_........_...._................._.........._................................._.........._...........................___.........._....._................................_................__.................._............. LU 11 Drink Rail Drainer-Recessed in Counter 1 .......................... ................._...................._.........................................__................................._........................._.........._..................-................................................................................................._......, 12 2-Faucet Dispensing Head,Air Cooled w/Restrictor Leads 3j� z 13 Refrigerated Service Case 1 - \� o — 14 Non-Refrigerated Service Case 1 j C STOMER AR 4*2 z ~ A7.3 z w a^ F= W 15 POS System 1 hE.TAIL SP 3'.G' 3 s-v 5-93'.a 5'-0' 3'-a 16 Microwave Oven 2 [101] ry c mg ; Q ... ■ .:17 Convection Oven 1 __ 33 0 0 0 ■ f o :: . 19 Aluminum Racks 2 _ �c 20 30gt Mixer 1 ®� 14 �0 21 Proofer 1 L 22 Reach-in Solid Swing Door Refrigerator 1 + 0 Z 23 Reach-in Solid Swing Door Freezer 1 SERVICE AREA „ O CORRIDOR w 24 Slicer 1 _ Z 3 [102] A7.3 A,.4 [106] LL O 25 Undercounter Dishmachine 1 +? ° 42 LULID 26 3 Bay Dish Sink w/Sideboard 1 A„ 0 N 27 Crisp N'Hold Food Station_Fryer 1 O 5 A7., 56 O ° 5, Q W Q 36 51 ' \ 5 r s. �Ly_, .., ,mr. , .;. 34 32 EEE U w L 28 Lii Orbit Cart 1 36 g 7 5 6 29 Lil Orbits Donut Maker 1 d9 - I L Z N 30 Sheeter 1 ..... .. F 49 MENQ � 31 Wall-Mount Hand Sink 2 3 3........ .man 3, l07 z > 10 32 Conveyor Toaster 1 _ L OU N CLI LU 33 Non-Refrigerated Service Case 1 m 42 C) LU 34 Panini Press 1 U) - 35 Open Refrigerated Merchandiser 2 = 6 O 04 r -- 04 36 Smoothie Blender 2 ---------------- 9s--n 37 Soiled Laundry Cart 1 LILI 9 ___ ____ - - .man I O 53 38 Napkin Organizer 2 I - ------------ TITLE: i 39 Condiment Holder 2 _ 40 5 Section Adjustable Organizer 1 6 HO°DADOVe KITCHEN 6.3 \ y' EQUIPMENT 42 Microwave shelf 3 � � --------- 44 Wall Shelf Coffee Prep Area 1 5z 0 0 54 56 ;,<,: ,9 - - --- SCHEDULE & _._ . 45 Mop Sink 2 - - - - - LAYOUT „ „ .-,-. , 46 Wall Shelves with Pot Rack 6 - - -------- - - KITCHEN --- 47 Prep Sink-Single bowl w/drain board(s) 1 103 o ------ 48 Food Prep Table 24x24x40 2 - .. 57 [ ] _ -" O DATE ISSUED: 02.12.2018 ____r J 51 ____ _ _ __ REVISIONS: 49 Food Prep Table 24x24x36 1 L��Y 47 �36 \ — NO.DESCRIP71ON DATE 50 Food Prep Table 36x36x40 1 \ OFFICE z4 - ° [ ] a6 .. 55 104 51 Food Prep Table 32x24x40 3 - - 46 ___ _ __ _____ R EQUIP.REVS. i/37/,8 52 Food Prep Table 32x72x40 1 - i 5 .... d6 .... ... .46 53 Food Prep Table 20x66x4O 1 54 Food Prep Table 24x60x40 2 6 STAIRS&LOADING AREA s 55 Food Prep Table 24x48x40 1 ' 46 [105] DRAWN 8Y: RFT 56 Food Prep Table 24x72x40 1 3EEI�] SCALE: 3/8" — 1'-0° 57 Food Prep Table 36x36x24 1 -- u Vk' 58 Food Service Exhaust Hood 1 _..... DRAWING No.: m c Grand total: 76 i � p�8 HEN EO UIPMENT PLAN 0 2' a' 6' Al 1 . 6 R STAMP: FOOR SERVICE EQUIPMENT cQw�F 'c Coun Elec tia,R " Mark Description Room: Name t Manufacturer Model H W D Amps Phase CW HW Waste Gas BTU's Comments 1 170 to Ice Bin SERVICE AREA 1 Manitowoc B-170 32 1/2" 26" 28" 7 1 2 Underbar Refrigeration Glass Swing Door Back Bar Cooler SERVICE AREA 1 TRUE TBB-2CGLD 37" 58 7/8" 27 3/4'1 2.1 1 " - 3 Underbar Refrigeration Solid Swing Door Back Bar Cooler SERVICE AREA 1 TRUE FOOD SERVICE EQUIPMENT,INC. TBB-4 35 7/8" 48 3/8" 30" 3.5 1 4 Espresso Grinder SERVICE AREA 1 BUNN 25" 9 1/2" 18" 2.9 1 5 Coffee Grinder SERVICE AREA 1 BUNN 35600.0020 30.8" 8" 18" 9.4 1 1 w 6 Fourover Coffee Brewer SERVICE AREA 1 BUNN 17.3" 16" 18" 13.9 1 NOT PLUMBED VERSION Q 7 Espresso Machine SERVICE AREA 1 SIMONELLI USA APPIA II-1 GROUP 22" 16" 21" 13 1 3/8" 1-1/2" Lv a 8 Dry Storage Shelving BASMENT STORAGE AREA 2 Johnson-Rose 72" 72" 24" --- 9 Walk-In Combo Frig/Freezer 10'X 12'COMBO WALK-IN 1 US Cooler - CUSTOM 76" 12'0" 10.0" - See#61&62 Below for Req'mnts - „o a 10 Wall Shelf 3 10" 48" 10" 1 --- U 11 Drink Rail Drainer-Recessed in Counter SERVICE AREA 1 Perlick ORD48 4 1/2" 46 1/2" 6 9116" -- 1/2" - m 12 2-Faucet Dispensing Head,Ar Cooled w/Restrictor Leads SERVICE AREA 3 Penick EA2100-2 18" 7" 6 1/2" --- 2"dia.Counter Hole for Bev.Une Req'd. .1 a 13 Refrigerated Service Case SERVICE AREA 1 Structural Concepts NR3647RSV 47 1/8" 35 3/4" 33" 0.7 1 14 Non-Refrigerated Service Case SERVICE AREA 1 Structural Concepts NR4847DSV 39 5/8" 47 3/4" 33" 9.6 1 U 15 POS System SERVICE AREA 1 Shopkeep 18" 18" 24" 20 16 Microwave Oven 2 Vollrath 40830 16 7/8" 23 5/8" 28 l/8" 20 1 Z 17 Convection Oven KITCHEN 1 Blodgett ZEPHAIRE-200-G-ES-DOUBLE 63 114" 36 7/8" 38 1/4" 6 1 3/4" 120,000 Z U 18 Metro Wire Shelving BASMENT STORAGE AREA 3 Johnson-Rose 84" 48" 24" --- Z w^ 19 Aluminum Racks KITCHEN 2 Eagle Group OR-1840 671/2" 21" 27 114- -- O 20 30gt Mixer KITCHEN 1 Hobart HL300C-4STD 49" 38" 32.94" 13.6 1 c Q w N 21 Proofer KITCHEN 1 Toastmaster 30 5/16" 22 13/16" 33 5/16" 14 1 m 22 Recch-in Solid Stang Door Refrigerator KITCHEN 1 TRUE STA3R-35 78 3/8" 78 1/8" 29 1/2" 6.9 1 23 Reach-in Solid Swing Door Freezer KITCHEN 1 TRUE STA2F-2S 78 3/8" 54 1/8" 29 1/2" 9.6 1 eQ 24 Slicer KITCHEN 1 Hobart HS8N-1 241/4" 26 114" 24 1/8" 2 1 25 Undercounter Dishmachine KITCHEN 1 Champion UL-130 33 3/4" 1 24" 40 1/2" 12 1 1/2" 5/8.. 26 3 Say Dish Sink w/Sideboard KITCHEN 1 John Boos 43PB2028-1 D24L 44" 74 3/4" 27 1/2" --- 1/2" 1/2" 1-1/2" 27 Crisp IN Hold Food Station_Fryer KITCHEN 1 Rtco PCF14 54 13/32" 19 5/8" 52 5/16" 0.4 3/4" 110,000 z 28 Ul Orbit COO KITCHEN 1 UlOrbits CE150 30 1/2' 24" 67' 20 1 W 29 Ul Orbits Donut Maker KITCHEN 1 UlOrbits SS1200 24 1/2" 37" 14" 20 1 t j 30 Sheeter KITCHEN 1 Somerset CDR-60OF 17" 30" 29" 1 Lu 31 Wall-Mount Hand Sink 2 Vollrath K1410CS 10" 14" 10" --- 1/2" 1/2" 1-1/2" O C 32 Conveyor Toaster SERVICE AREA 1 Vollrath CT48H-2081400 16 1/2" 16" 19" 13 1 W C~/) 33 Non-Refrigerated Service Case SERVICE AREA 1 Structural Concepts NR3647DSV 39 5/8" 47 3/4" 33" 9.8 1 > I z � 34 PaninlPress SERVICE AREA 1 Waring WPG250 91/2" 16" 17 1/2" 13.5 1 Q Q C' 35 Open Refrigerated Merchandiser CUSTOMER AREA/RETAIL SPACE 2 Beverage Air VM18-1-W-LED 77" 51.6" 30.3" 20 J Fes-- C Q 36 Smoothie Blender SERVICE AREA 2 Waring MX1000XTS 16 1/8" 10 5/8" 11 7/8" 13 1 Q F_ �O 37 Soiled Laundry Cart KITCHEN 1 Laundry Srvc.Vendor --- / , w CC 38 Napkin Organizer CUSTOMER AREA/RETAIL SPACE 2 Vollrath CTNCLS --- vLv Z N G 39 Condiment Holder CUSTOMER AREA/RETAIL SPACE 2 Vollrath CFIFO-2X --- LJJ r lui J 40 5 Section Adjustable Organizer CUSTOMER AREA/RETAIL SPACE 1 Vollrath CTL-5 -- O C ___I 41 Aluminum Truck Dolly BASMENT STORAGE AREA 4 Eagle Group TD2448-BSP -- 42 Microwave shelf 3 Eagle Group MWS2418 20" 24" 30" --- O z 0 C 43 Freezer Chest BASMENT STORAGE AREA 1 Croseley WCH15 32 7/8" 55 3/4" 27 1/2" 5 1 U m '0 PU 44 Wall Shelf-Coffee Rep Area SERVICE AREA 1 Eagle Group -- Q N 45 Mop Sink 2 BK Industries 16" 20" 20" 1/2" 1/2" 1-1/2" Cw O 46 Wall Shelves with Pot Rack KITCHEN 6 Elkay SSP,LLC Pot Rack --- 47 Rep Sink-Single bowl w/drain board(s) KITCHEN 1 ElakySSP,LLC Budget 441/16" 551/4" 25 1/2" --- 1/2" 1/2" 1-1/2" 0 L0 N 48 Food Rep Table 242440 KITCHEN 2 Harris-Warren 40" 24" 24" O .- 49 Food Prep Table 24x24x36 SERVICE AREA 1 Harris-Warren 36" 24" 24" Ly 50 Food Prep Table 36x36x40 SERVICE AREA 1 Harris-Warren 40" 36" 36" 11 51 Food Prep Table 32x24x40 3 Harris-Warren 40" 24" 32" 52 Food Rep Table 32x72x40 KITCHEN 1 Harris-Warren 40" 72" 32" TITLE: 53 Food Prep Table 20x66x4O KITCHEN 1 Harris-Warren 40" 66" 20" .. 54 Food Prep Table24x60x40 2 Harris-Warren 40" 60" 24" FOOD SERVICE 55 Food Rep Table 24x48x40 KITCHEN 1 Harris-Warren 40" 48" 24" EQUIPMENT 56 Food Rep Table 24x72x40 KITCHEN 1 Harris-Warren 40" 72" 24" 57 Food Rep Table36x36x24 KITCHEN 1 Harris-Warren 24" 36" 36" SCHEDULE 58 Food Service Exhaust Hood KITCHEN 1 Grrenheck 3.9 1 114 hp Exhaust Motor Assumed - 59 Freezer Condenser 10'X 12'COMBO WALK-IN 1 Tecumseh 13.4" 17.5 1 24" 1 12.56 1 60 Refrigerator Condenser 10'X 12'COMBO WALK-IN 1 Tecumseh 15" 22" 30" 5.8 I 61 Freezer Coil/Evaporator 10'X 12'COMBO WALK-IN 1 Russell 8" 48" 26 1/2" 7 1 1-1/8"cond. 62 Refrigerator Coll/Evaporator 10'X 12'COMBO WALK-IN 1 Russell 8" 48" 1 26 1/2" 0.6 1 1-1/8"cond. 63 Beverage Cooler/Power Pock BASMENT STORAGE AREA 1 Perlick 16 3/4" 28" 21 3/4" 5.3 1 3,800 With Optional WDII Bracket or Stand DATE ISSUED: 02.12.2018 Grand total:92 REVISIONS: NO.DESCRIPTION DATE 8 DRAWN BY: Author SCALE: y DRAWING NO.: 4 Al 7 3 - / \ 1 e / STAMP: N.77R9 W 4 c m � Y A B A2.2 E F "EHA3.1 A3.1 65 --_. —._._._.—.—. I I I 0 o € i 47 HEIGHT PVC A3.2 o ROOF SCREEN z m Lu m FIBERGLASS ARCHITECTURAL I H ROOF SHINGLES,TYPICAL I I Cn I Z FIBERGLASS ARCHITECTURAL 1 ROOF SHINGLES.TYPICAL •O z r PRE FINISHED COMMERCLALGRADE 6.1 I J U 'r STYLE ALUMINUM GIRTER z a TOP PLATE W I x12 PVC FASCIA PAINTED TYPICAL EL.52'-6' 2 h S I x12 PVC FASCIA,PAINTED TYPICAL 12'PVC SHEET PANEL,PAINTED TYPICAL I I I m 3 g FYPON MLD240 CONTINUOUS ___ _ BAND,PAINTED TYPICAL______ ___ %POW MUYZdO COIMNl10l1S L`r DOS o _-______ -___TYPICAL _ "G BAND,PANTED TYPICAL I ALUMWUM DOWNSPOUT TO SIZE DRAINAGE I r� RESOUARED&REBUTTED PRE b STAINED WHITE CEDAR SHINGLES PVC PILASTER PAINTED TYPICAL - PVC PIASTER Lu PAINTED TYPICAL 03 04 08 G w 6'HEIGHT PVC SCREEN L-u b PVC WATER TABLE. \ \ PVC WATER TABLE, O Of CONCRETE RAMP& I PAINTED TYPICAL 001 I 002 I PAINTED TYPICAL J N Lo WAIXWAV m ?...e,.: FIRST LOOK gag i ". I . I 1;: I .I ....I.I I I I I I !. I I Lf.::: o Q LL1 ,o Q ' 2 EXTERIOR EAST ELEVATION z c Lu La Oz � > O 'O 0-1Lu U N N 0 cn c � O 8 A3.0 / V A3.0 5 A3.0 q0,0 � A3.2 Q � T O N I 42'HEIGHT PVC I G I ROOF SCREEN BUISSNES SIGN&PJC A3.1 FIBERGLASS ARCHRECIUTAL F1FRAME•PAINTED ROOF SHINGLES,TYPICAL I 1\ti TITLE: -FISEPCLSSARCHITECTURPL EXTERIOR W-tt_1F SHINGLES,TYPICAL I� N m _- - ^ — ;,? f/PON MLD457 ORDAIN ° ELEVATIONS PRE FINISHED COMMERCIAL G � MOULDING,PAINED RADE R'STYLE ALUMINUM GUTTER Is. it Ira _TOP PLATE ---- --- EL.52'-6' IM 2 PVC FASCA PAINTED TYPICAL ��'a••'¢ y 1.12 WC FASCIA,PAINTED TYPICAL 12'P/C SHEET PANEL,PRIMED TYPICAL a I a ANODIZED ALUMINUM PANEL/CUSTOMIZE PATTERN TO MATCH OWNERS PATTERN W/ FYPON MLD240 CONTINUOUS PRMED PVC iRM BOPRDS BAND,PANTED TYPICAL - -------- ---------- -------- --------- -_________� �_________ _________� F/PON MID240 COMIMICUS a DATE ISSUED: 02.12.2018 8M1D,PAINTED TYPICAL EXTERIOR LIGHT FIXTURE I EXTERIOR LIGHT FIXTURE REVISIONS: STAINED WHITE CEDAR RESQUARED&REBUTTED PRE %XED CANAVPS AWNINGS § NO.DESCRIPTION DATE SHINGLES RESQLW7ED&REBUTTED PIg EQUIP,REVS. 1/31118 ALUMINUM DOWNSPOUT TO SITE DRAINAGE p i STAINED WHITE CEDAR SHINGLES p 07 I 09 10 11 12 PVC PIUSI c ER PAINTED TYPICAL OS 08 PVC PILASTER PAINTED TYPICAL ETAL ONCRE E roof— �� tPr �f f: O memnnw, r ° � �, • f L1Ax1�i q# gp , PVC WATER TABLE. I (I I t l 1 e:( ' I 1 1 I' ( ¢ II FVC WATER TABLE PLANTED 1V%CAL cONCRETE wAII(WArT.kl - yl .Jkl __-- _ -- _---- :: l ldl � J.I -.6 �l. L IiJL.1 JB � Idi.ue( Ju•14v t-J C� �d.I:i i9 F%R (� �I ,: � _ _ __ _ _ '�_ - i I T -.. ___ _._ MEDTL.3B'C L. ! (`. PAI FI l... :. .., ..... ...... '' .I DRAWN BY ..:.......... ::. �1' RFT _ CONCRETE RAMP& METAL RAILING 58'/ir•12' SCALE: 1/4" = 11-01. � EXTERIOR NORTH ELEVATION DRAWING NO.: A2 ,0 STAMP: t> Na.7789- >u f'.Y4pTlOfl�IT, . o bt 4S M f�1�N.Of 1} 5f i H Fb E H G A3.2 — D--- A5.0 ---�— �--- A3.1 q Iz A2.2 Lyl I dROOFEsc HT PVC p W A3.z U r U o � � U w a FIBERGUSS ARCHIIECMlAL L.L FIBERGLASS ARCHITECTURAL ROOF SHINGlFS.1Y%ChL ROOF SHINGLES,TYPICAL Z FYFON MLD457 CROdM PRE FINISHED COMMERCIAL GRADE _ MOULDING,PAINTED '1C STYLE ALUMINUM GUTTER 0 _________TOPPLATE Z H 1x12 PVC FASCIA, EL 52'-b° I x12 P/C FASCN PAINTED TYPICAL J U PAINTED TYPICAL a 1 PNODI2ED ALUMINUM PANEL/CUSTOMI7E Z ~ BAND.ANnTED CONIINWUS IE, FIT] II a PATTERN TO MATCHOWNER'S PATTERN W/ U y s BAND.PANTED ttPICP1 BAKER• IJ 1I•--�� ...�jl PAINTED PVC TRIM BOARDS OC W N C FYPCN MLM40 CONTINUOUS b m Q c BAND,PAINTED TYPICAL ■` O g w PVC PILASTER PANTED TYPICAL / / \ $ Y § ■ 3 PVC PILASTER PANTED TYPICAL ■.� n x RE59UMED®REBUTTED PRE STAINED WHRE CEDAR SHINGLES WATER ' TALUMINUM O SITE DRAINAGE�SPO'T 17 118 18 \ 20 \ / 21 I 22 23 24 25 PPNMED TYPICALE#2, z 1— Lu I I HAC EQUIP.PER P TYPICAL MECH.DMG5 ` wPVC WATER TABLE#2. G FIRST FLOOR a• w .•' '. -._ .;:::n-r�'n., x sr.nRN:,,,:.,n a..,.,:.:, .r N ;r,.-_,::;-..,, a,,:.:.,::::: N ,. .. ,rx.=.rs....�,�ux: a: .. co Lu J L0 z Lo \—CONCRETE RA 10 , 0 = Q CV METAL RAILING C ,C Q EXTERIOR WEST ELEVATION Q ; `0 Q 2 1/4 P-0" c z N " = O 66 j O 'O c U m N ►Lu — o cn N ' O 1 2 3 4 o O 5 B $ O L0 K A3.0 A3.0 A3,0 A3.0 a N A3.2 O r C I I I G 47 HEIGHT PVC ROOF SCREEN FIBERGLASS ARCHITECTURAL A3.1 ROOF SHINGLES,TYPICAL TITLE: O UE"TRIM EXTERIOR ELEVATIONS FYPJN MLD457 CROWN C I PRE FINISHED COMMERCIAL GRADE 'iC'SNLE ALUMINUM GUTTER MOULDING,PAINTED TOP PLATE 412 INC FASCIA.PAINTED YPICAL— _ _ _ ----- —'-- r �1x12 PVC FASCIA PAINTED n%ULL 1/2'M SHEET PANEL PAINTED INPICAL I I I �v 1/1'PVC SHEET PANEL PAINTED TYPICAL L� P D2d0 COMNUOUSBOND. FYPON MLD240 CONTINUOUS b DATE ISSUED: 02.12.2018 PANTED n%CAL NTED ________ BAND.PAINED TYPICAL N r -- _ -- ----- ------ ---- -------- REVISIONS: EXTERIOR LIGHT FIXTURE •'i 01 02 SINNED EWHITE CEDAR SHINGLES NO.DESCRIPTION DATE FIXED CANAVAS AWNINGS 28 29 �% ALUMINUM DOWNSPOUT TO SRE DRAINAGE § EQUIP.REVS. 1131118 RESQUARED B REBUTTED PRE 013 P/C PILASTER PAINED TYPICAL SINNED WHIT CEDAR SHINGLES - 1 6-0'HEIGHT PC SCREEN,SHOWN WC PILASTER PANTED TYPICAL a 3 7RANSPPREM FOR CLARITY 26 27 j " METAL RAILING BEYOND PVC WATER TABLE.PAINTED TYPICAL f� (\� gg I F�jjj E € PP}NONIED iV%CAL F ..... .. .. - s DRAWN BY. _.i: ..:.... ::... i:-:. I 1 i `_'1 :..I: I_, 1 i '..i'i I. i i i i 1 i....:'i i ...i 1 - -i i' ...:'�'. i.I1 ..� i ..:. i 1•i : :. : r :. .. .. ..... -.. . ... - ._..__... .. . is i RPT CONCRETE RAMP 8 METAL RANNG SCALE: 1/4 IL _ l l-On ,� EXTERIOR SOUTH ELEVATION DIRAWNGNO: _ $ A2 . 1 STAMP: LF .eta N.7789.a`t�. YAnmm�kr, w oF'a c m � Sn c zs < 0 0 € U 'off ZLu V u o N � z z —j U Z � <� O iE ■c s I C A5,0 A3.1 q A3.2 I t— z Lu Lu 42•HEIGHT PVC I Lu ROOF SCREEN O C _J N BULSSNES SIGN a 1.MIU236 I.E.PAINTED w F— L0 cf) z_ 3 2 e � � � O FIBERGLASS ARCHITECTURAL HBERGIlSS ARCHRECIUix1 Q W 'o CQC .�' ROOF SHINGLES,TYPICAL ROOf SHINGIEs.1YPCAL U L-u � G of z e C O Y J FYFON MLD457 CROVM CC 06 J 17i�x l MOULDING.PANNED G z > O � C PRE FINISHED U C 5 C\j F- COMMERCIAL GRADEK r (/) STYLE ALUMINUM GURERLu O TOP PLATE _ , TOPP5i L EL.52'L N _____ _____________________________________________ 1`E AK�PJ 1x12 PVC FASCIA, O r PAINTED TYPCk C 1x12 PVC FASCA ANODIZED ALUMINUM PANEL PAINED TYPICAL 1'_b' S, /CUSTOMIZE PATTERN TO MATCH OWNERS PATTERN W/ 12'PVC SHEET PANEL, PAINTED PVC TRIM BOARDS PAINTED TYPICAL TITLE: PARTIAL FYPON.MLD24000NT. SAND, MLNTEDlp iNRNUAIS EE BAND,PAINTED TYPICAL BAND,PAINED 1YPIGL ENLARGED ALUMINUM DOWNSPOUT ELEVATIONS TO SITE DRAINAGE , • \ RESDWRED a REBUTTED FIXED CMIAV7S PRE STAINED WHITE _ AWNINGS BEYOND / / :]E\ CEDARSHINGLES - / / EXTERIOR LIGHT FDGURE1E DATE ISSUED: 02,12.2018 REVISIONS: L 'T PVCPUVSTER b S -PAINTED RE59l1MED fl REBUTTED NO.DESCRIPTION DATE PAINTED TYPICAL a TYPICAL PRE STAINED WHITE \ \ CEDAR SHINGLES PVC PLASTER \ \ / PANTED IYRCPI I I TYPICAL P/C WATER b PVC WATER TPBLE TABLE PAINED TYPICAL 1'-6' PAINED TYPICAL a ..:. ,.•.. - _x __— _t______—i I I I ! I DRAWN BY: A -1 fhOR — - ________ ___ 1-712 ______ _____ —F_ EL RAMP a I I 1 SCALE: ?u I DRAWING NO•.� PARTIAL ENLARGED EAST ELEVATION 2 PARTIAL ENLARGED NOR H ELEVATION 3 PARTIAL ENLARGED WEST ELEVATION /nll /211 � � L STAMP: H ROOf EQUIPMENT F E /L E F ROOF EQUIPMENT A3.1 #"� A A3.1 SCREEN TYPICAL H G fl G SCREEN-TYPIGLL A32 61 0� .. A3.2 A3.1 A3.1 �}QwLF(�� TPO MEMBRANE ROOFING WROOFE-PMENIF ROOF EQUIPMEM SCREEN TYPICAL SCREEN-TYPICAL is OVER ROOF DECX PLYWOOD I OVER ROOF DECK PLYWOOD �xraiXrnm�ar o w TYPICAL aooF TYPICAL ROOF F,;TYPICAL ROOF ASSEMBLY ASSEMBLY J ASSEMBLY TYPICAL ROOF N A3.2 ASSEMBLY �1_ � � I I h ENGINEERED Ial.55Es PER STR.DAGS TYPICAL EAVE ENGINEERED TRUSSES TYPICAL fAVF m ick EAVE BOX DETAIL#1 lYPK•AL PER STR.DWG5 C BOX DETAIL#1 BOX DETAIL#I I m r BOX DETAIL#I Lu TOP PLATE I E., ^TOP PLAT r ^ CEILING PER REFLECTED GIRDER TRUSS EL 52d� EL.52'-0• C j 5/8'GWB.ON GIRDER mU55 ONE ROUE RATED CEWNG 5/8•GWB.ON of $ CEILING PLAN PER Sm.DWGS BOTTOM CHORD PER STIR.D WGS I I EXTERIOR FRAMED PER REFLECTED CEILING PLAN BOTTOM CHORD 1? EXTERK)R FRAMED O y O I I f WALL TYPICAL U c WALL,TYPICAL ,'.9' Q z x:z`:xx:.:::•:x:: ::x::z:: R II I Z CNRFLECTED lLSIGNPGE/MENU R : :� Wa1MWMED LIGHT FIXTURE BOARD SOFFIT CEUNG PINd UGHTFIXWRES ul a c F- WINDOW OPENING _ _ CUSTOMER AREA/ b RETAIL OSl SPACE SERVICE j REA- ,MNoow OPENING KID,p�N a ...�..x_ P I 'Y STAIRS&LOADING CUSTOMER AREA/ Z MEN a CORRIDOR Q — "' 102 I AREA b 107 a [106] RETAIL SPACE Z H b x'x.:c [7 05] .`9••..'.. .__ ._. [101] METAL GUARD RAIL —1 U METALGUARDRAIL _z�..i i.N..-A.-..G...:E•,Dd'..C.E:O..R..iNI•_..'C.a...-PP•:..-'R..Y O.v:.E.5.C.--2.TN—.:-0E`7 WI iIl'E S.'•+SIAD L;..A T.;BTY.E'....R:..PIW.�:.T CA Piii..lBA.I LL(.W E.1•,.AY::._..'.:.....:.:_/1.Y.IiII^.q_.:Il;IIIIi...:......-D\II.'ATY:SPI.(II(S.�E.,,'..1/.MY..../..y..B..:.L.I,�R:.Y I,�yO(.,1 .:.:..;,.....;...I(I.. '.....L.....III......I._.. ...()I....A.3.E. I.:•III�_..'_.`-::I::I/:_ ... :_•.i,._........M.•.......�.�.I.�IIiI.I( OPENING, PENING, . S......:Iii A.3..1) ._..':.-.. "I(II L a (IEIIIII'� ....:. I.-.CW. LUU. ESEE L.3 .SOPN.DO.P8 EA.O.: T.AA6;..f�LI7 L ENING, TYPICAL .'.- .^:�::�:.:.. OFzCCJWaC�m■��■— zSEE DETAILS AS - 4CONCRETE SLAB TYPICAWALKWAY OVER FLOOR SEMBLY RLO TCOMPACTED FILL Q 38 77/77 OPENWEB SRC71.16 BEAM STRUCTURAL BEAM SiR1CNRAI BEAM OPENWEB WOOD JOISTS ER SIR.DW '. STRUCTURAL BEAMPER SIR.UWGS, WOOD JOISTSBASMENTSTORAGE PER STR.UNG'S. AREA CON� CONCRETEREia WALLPRRDG . BA$MENTSTORAGE p ] WALL PER SM.DNGS. STRUCTURAL COLUMN ' STRUCTURAL COLUMN TYPICALAREA CHl1NGAS5EM8LY PER Sm.DWG..TYPICAL CONCRETE STEPS TO GRADE PER Sm.DWG5 TYI CAL [001] � R" . CONCRETE FO TAJ Lu �j = QCLFm'`r / awwyoS'N ^sSE LLJ NrrWWALR STIR. TYPICAL Ln 'WALL PER Sm UWGS.TYPICAL SEE Sm.DWG5 TYPICALLAB NUMCORESLA GRADE RDETAILS DRAINAGE TO SITE DRA n ON NC CONCRETE FOOT G SC RNR W... _ FOT NG I . _ : ._: t C!) 10 PER STR.UWGS.TYPICAL..: ffR Sm.UVG5.TYPICAL PERS R.DWGS CONCRETE FOOTING Q NCOmWTY : PE G5C : 111 .: O: I BUILDING SECTION "D11 BUILDING SECTION "CI Lu N 1/4" = 1 -01 1/4" = 1 -0 N w Lu 2 -0� > O �H SERIES INSULATED ALUMINUM 3xttoBILco HIGH SECURITY A32 v GnROOF ACCESHATCH MODEL AF ROOF EQUIPMENT Q NO.S 50cl SCREEN-TYPIAL N O ROOF EQUIPMENT TPO MEMBRANE ROOFING LC4SCREEN-TYPCAL OVER ROOF DECKPLYWOCO O N vavtz• vav1r mPl BROOF ASSEMBLY O ENGINEERD FSENGINEEREDRAlGSES : TYPICAL EAVE PER5m.UWGZ TITLE:TYPICAL EAVE PER STIR.DADS 1 89 AIL#1 BOXDETAIL#1 BOXDETAIL#1 E BUILDINGTOP�� TvE 26U2'1 5/8•GWB.ON TYPICAL CHASE WALL TYE B � SECTIONS V•EXTENT TO UNDESIDE 81 BOTTOM CHORD OF ROOF DECK TYP. Aa.O EXROR FRAMED EXTERIOR FRAMED ALUMINUM SUDING LADDER WALL,TYPICAL WALL DOWNS�'TYPICALCEILI CEILING PER REFLECTED 3GaSDCf1UJG CEWNG PER REFLECTED HEIGHT CELING PLAN HATCH CEILING PLAN of rvEmscREEN VESTIBULE 6' WOMEN CORRIDOR I[100] RENTAL OFFICE OR WINDOW DATE ISSUED: 02.12.20 1 8 RENTAL OFFICE OR RETAIL SPACE OPENING,IYPI[108] a REVISIONS:RETAIL SPACE b a [109] R [109] m NO.DESCRIPTION DATE DOOROPEMNG. A TABLE, ' 4'CONET SLAS �WAY EQUIP,REVS. 1131118 TYPICAL SLAB ON CVER OVER TYPICAL SLAB ON COMPACTED FI L COMPACTED FILL GRADE DETAIL FIRST FLOORFIRSTFL EL 3Bb' 1:50� LL.3"" U FOUNDATION_.. ..... ALL PER S .DVG5.nwa. oNcaEEFOOLnN_ . `CEONSm DWGS.TYPICAL I I m .P . G5. PIRHVACEQUIPMEMON6C DRAWN BY; RIFTSIABOVERCOMPACTEDRLL I {. I SCALE: O, BUILDING SE A DRAWING NO.: .,i': I -_ I Ri L A3 . 0 ,•e BUILDING SECTION 11B" 1/411 = 11-0" q p STAMP: 1 2 3 K 4 D ROOF EQUPMEM C S B 6 8 Qp lifR A3.2 A3.0 SCREEN TYPICAL A3.0Y Nu.77B9 fi!y. , "1 it TPO MEMBRANE ROOFING YA MRr,I y1 a G TYPICAL Y OVER ROOF DECK PLYWOOD .1 ASSEMBLY 1/4'/1Y A FI / TPO MEMBRANE ROOFING A3.0 � �A3 6 1/ OVER ROOF DECK PLYWOOD ASSEMBLY ^___ 6 ENGINEERED MUSSES ...,.. ,x2• L" I( PER Sm.DP/GS ENGINEERED TRUSSES ILI m $ N TYPICAL EAVE, A5.0 TYPICAL EAVE ELI BOX DETAIL#11 VN IPERK.�S BOX DETAIL#1 < ? q _____ TOP PLATE C 5/8'GINB.ON 77 EL 52'-0' z BOTTON CHORD I I GIRDER iRI15S 5/8'GWB.ON GIRDER TRIASS SO i j .�.., PER Sm,DWGS BOTTOM CHORD PER Sm.DAG5 EXIEROR FRAMED WALL 1FpICAL I 1 — I EXTERIOR FRAMED C) U _ CEILING PER REFLECTED UGF{T FIXNRE LwL a C CEIUNG RAN EMT LIGHT I CENNG PER REFLECTED F- SIGN .......,-........ ........................SIGN GE I ... I CEILING PLAN U I I FIXTURE SIGNAGE/MENU � � Z WNDOJOPENING j 27 BOARD / WINDOWOPENING Q § C`I,STOMER AREA/ a RENTAL OFFICE OR a METAL RAIL, Z I a I" I SERVICE AREA a RETAIL SPACE 3. SEE DETAILS J U RETAIL SPACE 0� os o5 Z a j [101] [loz] [l09) 3 = y s BASE D I I I_ -5 TYPICAL MAIN I i21L, \ TYPICAL SLAB ON m Q FLOOR ASSEMBLY '�'' - DETAILS , _ GRADE DETAIL$ EI EL 38-6 ■ ��-�- O m BEAM I. S —OPEN WEB -_... .. PER Sm.DWG5. WOOD JDIS S I BASMENT STORAGE (_._ j .....I I!! .___...I :":I -....i. I I �I I I - , I coNcaEh FaoniNc _I- I ! .-AREA I I : I I I _I g SmUCTUL1t COLUMN [OO 1] .._I_ ..: I .I...I :-: ( ..._ 1 ..I I _. i ( I PER SIR ONG5 T)YPICAL._.. -.1111 Fi I PER Sm.OWG'S.TYPICAL .� .CONCREIEFIX1NDAlYJN �;..... ( .:: 1 ( .I I .) ( ( I I I I I I ( i I I:.. w l CONCRETE FWNDAIK)N �:. m € IWPLL PER Sm.DWGS.i ttPICPi III I .;) ( ( I ! I ( i I ::: I ( _i I - � LLJ Ly WAll PER Sm UVGS TYPIGL , I TYPICAL STAB ON I - ! 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EL.SN STEEL BEAM PER 5/8'GWB.ON GIRDER TRUSS 5/B'GWB.ON GIRDER TRUSS EXTERIOR FRAMED Sm.DWGS BOTTOM CHORD PER Sm.DAG5 BOTTOM CHORD PER STR,DWGS SECTIONS WAl1,iWICAL EXTEPoOR -...,:.. .:..-. � FIXNRE.;+.•. .:.....:.;.. .: _ FILING LIGHT FIXMiE TYPICAL EXERIOR .._"............ .I. ...;.••.. 36"X30' CEILING PER RE FILING PER REFLECTED C FtEC1ED / \ \ WALLASSEMBLY v WWDOWOPEMNG WNWWOPEMNG- KITCHE_:_ AREA RERETAIL OSPACE OR .....,._x..... _.. ...�...:.�.. .:. METALrwL DATE ISSUED : 02.12.2018 R IYPICAI CORNER .. ..•..;.. U ` ... MEIOR SLIDING:.:. '..:..••..:.;..•• [I 05] A SEE DETAILS \ / / \ / / PILASTER- "' x'�::x:x::::;x:::::;:x.. Ot0 :. x:: -:N4INWWS:X:':::x:::::;:c::x::x:::r;::::,x:;:::x::t:::. [l O9) REVISIONS: O, :.r::Y::E:_c:::r: •r.:.::�x:::c:x:-i:x�::cc x:i:r•::r._z. :::r:x. NO.DESCRIPTION DATE .:...x=. =x. ":x_..tre.x::._:._.x:x x:.::` :.:x..`.x' :.`.e•-x:__ .x x.r:e_x_..:.'.c:1:�e: - - IYPICAI EXTERIORTYPICAL ON B0.5E DETAIL : .. .'. 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R!N EIIi(I C TE.;R2,E ITIE5 o 1_w ERVE5��L ^ NSOC.ADJQTavL EES.: CRIF~zT 1 N llloCL/1LPER STR.DADS.TYPICAL CONCRET FOUNDATION ( I PEE CLR Sm.DWGS.TYPICP1 YPICA STAB ON O Lo GRADE DETAILS >LrnvER E EL Lo ( ( CRETE FOOT I I NDGlC. ) I :ICD t:: i Ec5 wLDING SECT "K" O w r\ w � D- A0 Nw1/4" = 1'-0" N O as 'O nPK O 'OC T 3.1 ASSEMBLY � D U mci L�LoiRL�3 3. C OTYPICAL ROOF PO MEMBRANE ROOFING TYPICAL ROCP ASSEMSLYDETALS A3.0 ASSEMBLY A3.0 OVER 700E DECK PLYWOOD O Lo N,TYPICAL SAVE ENGINEERED IUSSES BOX DETAIL#1 OnPKA EVE TYPICAL FV PER SmDDETAIL#2 BOX DETAIL#I BOXKAJI —_—_—_ —_—_—_—_—_—_—_—_—i2-5 � _—_—_ 526v 5/8"GWB.ON BOTTOMCHORD 5/8"GAS.ON GWB.CEILING EXTERIOR FRAMED BOTTOM CHORD TITLE:PER PLAINS WALLTWlCX BUILDING CEILING PER SECTIONS REFLECTED EXTERIOR FRAMED TYPICAL EXEROLIGHT CEILING PUN WALL TYPICAL WALLASSEMBLY DOOR OPENING FIXTURE CUSTOMER AREA RETAIL SPACE METALRAL CHAIR [loll c VESTIBULE SEE DETAILS TYPICAL SABON Y—MAIN TYPICAL SLAB ON DATE ISSUED: 02.12.2 E0E- T1 8 GRADE ASSEMBLY FIRTELFLO REVISIONS: EL338-0* : EQUIP.REVS. 1/31/78 FOUNDATIONWOOD JOISTS WALL PER Sm.DWG S,TYPICAL ' aEmULw CONCRETE FOOTING MENTSTORA DINGS TYPICAL PER Sm.AREA.. : N. : [0011 ALL PER SOG5 CONCFOUO 11 I CONCRETESUBWl WALL SLAB DRAWN BY. PCA- ON —EDE - oTs L 2 ccNFooNG. 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NUOLS 5/B'GWB.COMINlKX15 `• 1'"4° 5/8°GWB.CONTINUWS SIe'GWB.CONTINUOUS I 51NE.E5 .CONTINUOUS 5/8'GWB.CONTINUOUS UNESIDE QF BOTTOM UNESIDE OF BOTTOM I I UNDESIDE Of UNESIDE Of BOTTOM I ,`�,` I UNDESIOE OF BOTTOM UNDESIE Of BOTTOM I \. i Q a CHORD I CHORD �' CHORD CNORD •,' — �_ --.—. .; I CHORD CHORD C . S z CZ EXTERIOR LIGHT FIXTURE, \� — — O SO IYPICAI EXTERIOR %ice :.:.: TYPICAL EXTERIOR INTERIOR FRAMED \\\ TYPICAL EXTERIOR? SEE ELEV,DINGS TYPICAL EXTERIOR U z g �. FRAMED WALL ,`�:� ` U r• FRAMED WALL WAIL FRAMED WALL FRAMED WALL O- - - --J 12°#'-9"SHEET PVC, ;�\ 12'2'.9"SHEET P/C, 1/2'4-9'SHEET PVC, 12W'-V SHEET P/C, 12�Q'-?'SHEET PJC, w a yy PAINTED TYPICAL „Q PAINTED TYPICAL PAINTED TYPICAL PAINTED TY%CAL _ PAINTED TY%C1LL LLFYPO tl '•,�. - SUSPENDED CEILING .: FYPCN MOULDING CORNICE H- CORNMWIDWCi •� MU)2 MOULDING CORNICESUSPENDED CEILING FYPONMWIDING CIX7MCE FYPCN Mg1LDING SUSPENDEOCEIUNG\ PER REFLECTED CEILING \. \ - MUD2I0,PAINTED"CAL N MID240,PAINTED PER REFLECTED CEILING \ � MID210,PAINTED TYPICAL. CORNICE ML0240, U CCRMCE MID2I0. pU1N PER REFLECTED CEILING PAINED tt%UL ,' SUSPENDED CEILING SUSPENDED CEILING \, PLAN \\\• PAINTED TYPICAL PLAN Z PER REFLECTED CEILING �\ _ j PER RE PLAN PLAN PLAN SUSPENDED CEILING Z H j PERREFIECTEDCEIUNG -\ TYPICAL EXTERIOR PUJJ J U Ui \ \: SUSPENDED CEILING PER LJJ \ , WALLASSEMBLY z W REFLECIED CEILING PLAN PE ELEVATROR IONS y ' / N s : `r WINDOW HEAD I" ... PER ELEVATIONS DETAIL,TYPICAL WINDOW HEAD DOOR HEAD O WINDOW HEAD ��`. WINDOW HEAD DETAIL.TYPICAL DETAIL TYPICAL DETAIL,TYPICAL IYPICAI.EXTERIOR :, DETAIL.TYPICAL m Q S np I FRAMED WALL ,,:� ■:.:�, 5 g DOOR HEAD ■FEZ § § DETAIL,Tr%c'x 9 § Z Wc WI � NDOW RENTAL OFFICE OR LI••I OPENING,TYPICAL RENTAL OFFICE OR I G r RETAIL SPACE RETAIL SPACE WINDOW DOCK OPENING, WNooW CUSTOMERAREA/ OPEN,TYPICAL O OPENWG.IYPKill 4 TYPICAL OPENING,TYPICAL ;q C/) [109] b I RETAIL SPACE J V)b [109] b I �'' LO STAIRS&LOADING [101] LU L0 TYPICAL EXTERIOR WATER AREA W r� Z ,p TABLE#1,SEE DETAIL CORRIDOR I VESTIBULE � Q N TYPICAL SE D WATE� DOOR OPENING. M F TABLE#1,SEEE DETAIL [TO6] [T00] TYPICAL TYPICAL EXTERIOR WATER I` TABLE#2.SEE DETAIL Lu LU Sz_ N I I I I \\y METAL HANDRAIL W L rYY J SEE DETAILS O W J B C TYPICAL EXTERIOR WATER TABLE 02.SEE DETAIL -0Ll/ m LI_I 0 I \ TYPICAL FIRST BOOR � \\ W O I // TYPICAL SIM ON TYPICAL SIM ON STAB ON TYPICAL SM ON ;:\ EXTERIOR CONCRETE I ASSEMBLY DETAIL TYPICAL FIRST FLOOR \, I GRADE DETAIL I I GRADE DETAIL GRADE ttPKYLL DETAIL GRADE DETAIL FILR.S9T 0F'--L66O'O-R' - n' _ ;Lr�,'.' •._. —••-,T _ El.3B'-6• FIRSETLF.Ov WALKWAY IRSFLO ASSEMBLY DETAIL , LF.LO FIRST FLOOR ---FIR E E EXTEfd(M (� FFHAF _•_' :_...... Y OVER COMPACTED FILL PER EXEUOR GRADE : O ... .. ..T J MEiK H4NDRPIL SEE DETAILS Sm.aWG5 5 ... - - .. ... _...:-a:..:.. •yam :..:. ..:..:._-:- .. - - __ t• I .........: ........ ......: ... TITLE: :: • i I ..) - .... .:- �. ...... ..... ........... t..... ..:...� .-. .. .: ....... .:. �. '�:....: ... .. OPEN WEB EXTERIOR CIP STAIR 1: ....._..I......I(......_....II .... 1 ND....A....R:OI N......_.. ... ...(.I ......:...I........ ....: .. .._.I... .?,..:.-. .::...:sWC�I AA P.I CLi O.PNE.RC.S.R mEI T.E—.a.FWWGN(5 D.ATION .::.:..:...CAP CONCRETE FOU ......... I� :.(......I(..,..:..... IiWI:!.. ._r f'. _I WALL SECTIONS WALL PER STR.DINGS c IaurLnncN . U"GS LRU WALL PR Sm.DINGS .. I I III I.:I .I ' CIP CONCRETE FOOTING ....... .._., :I. . ( ..--'..-.. CIP CONCRETE FOOTING ;.) !... .....PER STR,DINGS .e .I .;..,..I..;': . .'•.. '.::. :...... :. .. 1.. DER STR:OWLS..( ( I ...:I.. '" CIP CONCRETE �`•: -CIP CONCRETE FOOTING, :.:'�•.- ... - :.:�,.:*.:..... F IPER Sm}DWGS. I - PERSm DWG5 I I I, i I _ -. - I L':^,-'.l y.!;•I_:_'".�.:..`;-_,._..•• III _I ........ DATE ISSUED: 02.1 2 2018 ii -I. ..•.'.' ,'.Y.. e ( wAu PER Sm.DWG5 I �. ( L.. 11 II II II II II II II CIP CONCRETE RETAINING i NO.DESCRIPTION ESSCRIPTION DATE WALL SECTION "A—I" n WALL SECTION A-2 n WALL SECTION B-1 B2 WALL SECTION B-2 ! i I I FawDAnoNwnq aERSm DINGS ( I (_ _..:: 3/4" = 1'-0" 3/4'- = 1'-0" 3/4TI = 1'-0" 3/4" = 1'-0" — I it 1 I;I ttPCPLBABDN _.; _.: ••, GRADE ASSEMBLY CIP CONCRETE FOOTING_ - ��.., LOWER LEVEL nJ .. : •.. LOWER LEVEL: , . -'•"f.{': ...... Y7P . CONCRETE FOOTING ._ " ' .:.:: :-•''-":` .�.. PER Sm. fl, .. s ... ...... ( ( .. DRAWN BY: 7. Author SCALE: .3/4" = ]1-01, n WALL SECTION "C-1" WALL SECTION "C 2" DRAWING NO.: t 3/4" = 1 C'-0" 3/411 = 1'-011 A4. 0 t -- G STAMP: A, I t� ENGINEERED TRUSSESPwL kNur�� \\, PER sm.rnvGs ''nn TYPICAL ROOF \` .. �: ASSEMBLY \\.. \\'. TYPICAL ROOF A5.0 �.: I C e dYNwmunavBrA ASSEMBLY DETAIL STM I \ I ,pry' \ 7 �Pn�_w LL' z, TYPICAL ROOF \ ASSEMBLY DETALS \\\\\\\ \ TYPICAL ROOF A3.2 . ASSEMBLY TYPICAL EAVE tIOK DE SAVE \.., BOX DETAIL#2 \� \ \ BoxoEaL#T �-------- TYPICAL SAVE \ \;,':` .� �.` \ \, \• TYPICAL SAVE C BOX DETAIL#I \ BOX DETAIL#1 W Q u TOP PLATE CP PLATE \\ TOP PLATI� TOP PLATE Y 052'-0 52'-C" V \\ —-—-—-—-—-—- EL 52'6 _ _EL 52'L� /B"GWE.COMINUOU UN GWB,CONTINUOUS \ IINDE5IDE OF SOTTO 518°GWB.ON UNDESIDE C6 BOTTOM CHORD . D.; BOTTOM CHORD \\ J O 0 \ �\ SUSPENDED VALUED \�. Vim.', _.---.� \ —M.CEILING PER PLANS \ `: \ z EXTERIOR FRAMED w a WALL TYPICAL �\�� :\\ti LL PANTED TYPICAL .\ , , I/Y.Q'-9'SHEET PVC, Z PAINTED TYPICAL EXTERIOR FRAMED FYPON MOULDING ;,� WALL TYPICAL (� _ CORNICE MLD240, FYPCN MOULDING PAINTED TYPICAL CEILING PER REFLECTED Z H��. CEIUNG PUhI CORNICE TYPICAL , J U �•\' SUSPENDED CEILING PER � �� Z REFLECTED CEIUNG PUN 3: _ S \` ' V W cQ c � CID3g � WINDOWH IPD ,\�\ 0:::` O 5 a DETAIL,TYPICAL \::' 'i \`• TYPICAL EXTERIOR FRAMED WALL TYPICAL Dar"WALL ASSEMBLY \\ EXTERIOR SIDING PER ELEVATIONS Z LU WNDOW OPENING /' F— / Ll! LU C YnNoow CUSTOMER AREA/ �• �'`` U � OPENING,TYPICAL :;�•: J RETAIL SPACE \\�; � LU (,/) Lf� I4TCHEN \ a CUSTOMER AREA/ \ � I--- pa1] c z a o [103] : \ ° RETAIL SPACE \ C) � CV [101] Of 5Q O METAL RAIL, Q L ;�`, ,:.���`• SEE DETAILS L.I.J Q TYPICAL EXTERIOR ..• —- :, L LI MUD ILL.SEE DETAIL \ _z N P5.1 \• � � u.i j TYPICAL[XTERIOR WATER I \\ N TABLE#Y DETAIL \ Q O 5 TYPICAL FIRST FI I O \ FLOOR ASSEMBLY TYPICAL FIRST FLOOR \ ' METAL RAIL, ASSEMBLY DETAIL ":;. - TYPICAL TYPICAL\ TYPICAL SLAB ON 04 SEE DETAILS r FIRST FLOOR \ FIRST FLOOR I GRADE PSSE BLY FIRST FLOORS___ifi \ GRADE ASSEMBLY FIRST FLOOR --_ ..... _—_ I -T. .. EL.38'-b°3 _—_—_—_—_— _— `EL.38'-0� O \• \ POSED GRAD ,. :_ ,• ,'..,..+...'1.• -:.:C.I.IILI..,. III III.. ..I(I _. I II _ I y I Ci OPKPREERiIE;. TITLE: FOUNDATION :: WA LL SECTIONSWALL PER S ONCs TYTNCA xx OPENIEI0 .15 i WOOP WALL PER: NING IN Ec FOUNDATION WALL COVCR FOUNDATION P CON CRE(TE FWf.DAIIC S.TYPICAL TR WALL PERSTR DWG5 I II ! I I II I ... ... ': :.._CQVCREIE FOOTING- ( ..: �. _ • .:: (.... I _ • (.::: CONCRETE S1EP5 ..�-1'. .,'. DOOR OPEMNG IN CONIX7EIF_ . TO GRADE•:::'.'•:-•' .+•.: EIXINDATION WALL (, I I . ) . PER SIR DWGS.TYPIGIL _CONCRETE FOOTING ( - _ .._CONCRETE FOOTING ...'• .: '�.` .. _I _., PER STRIDWGIL TYPICAL' :PER Sm. 5.1Yfl -........,.:< .I ; r'....: ., I.. i,. .I DWG CAL DATEISSU D' 02 12 2018 ' L.: REVISIONS 0. NO.DESCRIPTION DATE •� � �•• � D - WALL SECTION "F-1" n WALL SECTION "G-1" n WALL SECTION "H-1" ,I -,-,--,WALL 3/411 = 1 '-0'1 3/411 = 1'-011 '-OIL CONCRETE SIABW/ L. II :I 1f DRAINAGE i0 SIR:DRAINAGE �'• ;•� '.. .. -• .: c TYPICAL SLAB ON LOWERLEVEL` _ •o GRADE DETAILS i LOWER ... • ., DRAWN BY: CILP.CONCRETE fIO.OITI NG.. R S5 SCA LE TE. 3/4" _ - DGO 'WALL TI . VALL�OD-1 ECIO =2„ IIP � INI m D2 3/4 1 Q 3/4 - 11-011 A . l CONCRETE FOOTING f J PER STR DWG5 TYPICAL P OQE SHINGLE CAP,TYP. STAMP; ASPHALT ROOF SHINGLES ON ROOF SHEATHING W/ P1�R INTEGRFATED WEATHER BARRIER TYPICA ROOF t TYPICAL ROOF ASSEMBLY C ASSEMBL dYN R9 .�` •`�`.`.�`�`�. MICAL F ARCHITECTURAL ASPHALT ROOF SHINGLES F .o'TI ROOFSHFAIHING W/INTEGRAL WATER W BLOCKING BETWEEN 0 ROOF FRAMING �`; 16'ICE 8 WATER SHIELD Q RESISTIVE BARRIER,SEE CPEC.S&Sm.OWUS •.\ '•��.� ti*,➢PiVALL SYSTEM iPPE,� @ ROOF PERIMETER,TYP. ROOF ROOF RAFTER OR TRUSSES PER STR.DWGS -. �`\ ���•, ➢PWALL SYSTEM TAPE OPEN CELL FOAM INSULATION\`.` `. \ .�. .�` ON C \ LAP OVER DRIP EDGE `.\,• ``•``�` F' \ `�` �\`..� (1138)MIN. W Do COVRNUOIS COMMERCIAL �ti Rid a DeTall ZP-WOVER NAONGM TAPE GRADE ALUMINUM DRIP EDGE \ z \ LOCI6NG PER \ \,�` Do c'i v &1 1/2"=1'-0" g sm.DINGs \\ Lv N No m HURRICANE ITE 6'OOMMERCIPL GRADE b \\ °6 _ w z c PER Sm.OWG5 K STYLE COMIWOUS \ �.�`� � 0 •-SOBE x COMMERCIAL GRADE ALUMINUM GUTTER \ ASPFXT ROOF SHINGLES ON ROOF SHEARNG I \\ \` U O W/INTEGRATED WEATHER BARRIER ALUMINUM GRIP EDGE __ —_—_—-—_ —_ _— TOP PLATE iCP PLATE - �` EL 52 b� �L.52'L' PROVIDE THERMAL BARRIER IN ALL ATTIC SPACES \ � 36'MN,WIDE ICE&WATER = m SHIELD,18•WDE EACH SIDE FYPOV MLD457 CROWN•' T-4 5/B'GWB.CONTINUOUS FOR STORAGE IX7 MECHANICAL EBUIPMEM \\ W P ZINC COATED COPPER(12•MIN. / MOULDING,PANTED TYP. 2'-6' UNC�DER�EOF BOTTOM BOTTOMNG OUCHORD PER Sm.OMi FLOOR JOIST OR TR5US5 \\ LL- C"U LEGS WITH CRIMPED DIVERIER \�, I xi2 P/C FASCIA. �6 Ix12 PVC FASCIA, _ PANTEDTYPKYLL HURRICANE RE U PANTED TYPICAL PER SIR.DINGS Z ...,. .....•.. 2XIOCONRN000S •-. .. .I � f* _SOUND INSUTAIIONY O 3/d•SHEET P/C SOFFIT.PANTED TYPICAL FASCIA 3/4'SHEET PVC SOFFIT. / REF 240 CONTINUOUS PAINTED TYPICAL SUB FASCIA 2x4 CONTINUOUS NAILER _ Z Lu y> 2xB CONTINIKXS NAILER W W iT� 1 x3 STRAPPING @ ZIP-WALLSYSTEM TAPE, NAILER PER Sm. 1/2'SHEET M.PANTED TY% SISPENDEDVaAIED 518•GWB.,FINISH PER CAL I SHEET PVC, TYPICAL @ ALL EDGES TMK S GWB.CEILING PER PLANS PANTED n%CA BE !/ ROOM FlN6H SCHEDUE O C TYPICAL EXTERIOR WALL ASSEMBLY •.. 1PICAL EXTERIOR m Q a ROOF FRAMING FRAMED WALL ■:..� 5 CONSTRUCTION ■� O m 4 TYPICAL EAVE BOX DETAIL #2 J TYPICAL EAVE BOX DETAIL #1 3 TYPICAL ROOF ASSEMBLY DETAIL ■ /01 TYPICAL VALLEY DETAIL ' , 1/2,=,.D" 1 1/2" = 1'-011 - 1 1/211 = 1'-011 FRAMINGABOVE ~ w LOOK FINISHE PER ROOM FINISH SCHEDULE BLOCIONG PER SIR.W✓G5 � L~1.J .�• .. ... ... ... ...... L_LJ ONTI 3'-D ICE&WAILER SHIELD 3/4"T&G OSB SUBFLOOR GLUED&SCREWED SIB'FIRE RATED GWB @ CO TRIKTION PDHESNE O Lv TYPICAL ROOF LAP OVER DRIP EDGE OVER TRUSS FLOOR JOISTS @ 24"O.C.MAX UNDERSIDE OF ROOF TRUSSES ,y J F— ➢P-WALL SYSTEM TAPE ASSEMBLY DETAILS 12'MIN.FILL MAlERW1 (2I 2x6 TOP PLATE I.JJ C/� .. OVER WALING I .`` TYPE FC OR RFC z LLJ COMMERCIAL GRADE I TRUSS JOST PER SIR.DINGS Yb Q Q CN ALUMINUM DRIP EDGE \ $ Ql- G Q C LAY CEILING WHERE j OPEN CELL FOAM J FILL CAVmES @ PERIMETER W/ INDICATED y INSULATION(R-20)MIN. Q LJ.J ' Q a•. FYPON MLD657 CROWN _ OPEN CELL FOAM INSULATION L u MOULDING,PANTED TYP. 11I/W W N W 5/8'GWB.ON VAPOR BATTIER, J 2x3 2 CONTINUOUS NAILER � J I xi 2 PVC FASM,PANTED TYPICAL - FINISH PER ROOM FINISH SCHEDULE C�C O 6-6 ® 5/8'GINS.TYPE'X•FIRE TAPED JOINTS :.: �: � G :'7:•. W S 16.O.C. z 2x6 Pit STUD -. 2x12 CONTINUOUS SUB FASCIA 3 -. 7/8'OFFSET 24 GAUGE GALV.RESILIENT <f? 7? O C EXTERIOR FRAMED - CHANNELS @ I6.O.C.MAX -may,- ZIP-WALL SYSTEM EXRERIIX7 WALL 'O 14 2 PVC SOFFIT PANTED TYPICAL• E ✓N. m L-u 'D HEAIHING R5IR.OWC>S• o�w S PER U WALIYPIGL _ • %raECAupr�nP. Ire SHEET WC PAWED TYPICAL - r •. • WALL 845E PER ROOM FINISH SCHEDILF CEDAR SHINGLE SIDING- Q y • P.i.2X2 CONTINUOS TOP PLATE FYPON MLD2J6 CASING TRIM PER ELEVATIONS, ROOF FRAMING - 'I'LAYER 5/8'GWB.TYPE X FINISH PER ROOM CAlL1CING,TYPICALW 5'i0 WEATHER.TYPICAL W v; O PANTED TYP. PER STR.DINGS : _ FINISH SCHEDULE,ALL JOINTS STAGGERED Ire SOURGROUT ZIP-WALL SYSTEM LAP O Lo 11/7 RIGID INSULATION @ CAVITIES OVER G751�T BELOW LUN FLOORING DU'OOM N P.T.2x2 WOOD STUD @ I IV O.C. FINISH SCHEDULE x6 SILL ON SILL P.T.. O r-- FOAM SEAL&GASIET ANODIZED ALUMINUM PANEL/CUSTOMIZE PATTERN IYPIGLSiA90N GARDE DETAIL TO MATCH OWNERS PATTERN,SEE ELEVATKNS CONTINUOUS BEADS OF CONSIRUC ADHESNE TYPICAL FLOOR / CEILING 1 HR RATED ASSEMBLY ANCHOR BOUT m TITLE: (-,---,TYPICAL RAKE DETAIL UL263 DESIGN NO. L528 PER SIR.DWG. 1 1/2" = 1'-0" 10 1 1/L" = 11-011 GRADE FLOOR, WALL, ISMasTEcowTRn wiTAPED SEAMSVAPCRBAWERIAP CEILING & RIGID INSULATION RR-I01 Mw. OVER TOP OF CONCRETE WALL b'.I. 1•RIGID INSUTAIN)J PIROTEBOARDCN BOA CONTINUOUS BELOW SLAB& `•'I ROOF TYPE SLAB PERIMETER DAMPPROOFING @ EXTERIOR FACE '+•z.I. OF CONCRETE WALL BELOW GRADE ASSEMBLY & LOOK FINISHE PER ROOM FINISH SCHEWLE DETAILS J/d'i&G OSB SUBFLOCR GLUED&SCREWED RIGID WSUU11K7N(R-10j MIN.VERTICAL FOUNDATION WALL PER SIR.ONUS OVER 1RU55 FLOOR JOIS15 @ 24.O.C.MAX @ INTERIORSIDE OF FOUNDATION WALL ` DATE ISSUED: 02.12.2018 1UPIGAL E)IJERIGIR WALL ASSEMBLY 2 REVISIONS: PEN WEB TRUSS JOIST PER 1 1/211 = 1 I-OIL NO.DESCRIPTION DATE VTR.DINGS FINISH PER ROOM CONCRETE SLAB, REINF.PER FINISH SCHEDULE THICKNESS PER STR,DWGS Sm.OWGS FILL CAVITIES @ PERIMETER W, +' • �5 a OPFN rFI L FOAM INSUATION W 1 ' jgq P T.2:(2 CONTINUOUS TOP PLATE t I 9 it k- •1'LAYER 5/8'GWB.FINISH PER ROOM r ,h •„` a D� .. DRAWN BY: Author 1 FINISH SCHEDULE,ALL JOINTS STAGGERED , ' 1. re ROD INSULATION @cAvmfs :; ... u SCALE: 1/2u = 1I_0n P.T.W WOOD STUD @ 16'O.C. 15MIL STEGO WRAP W/TAPED RIGID INSULA110N COMPACTED FILL. SEAMS VAPOR BARRIER (R.10)MIN. THICIOVESS PER Sm.DWGS DRAWING NO.: TYPICAL SLAB ON GRADE DETAIL n iR ` TYPICAL MAIN FLOOR ASSEMBLY DETAIL TYPICAL SLAB ON GRADE DETAIL ~5' 0 9 1 1/2" = 1'-0" 1 1 1/211 = 1'-0" STAMP: e�E�QPYfLF tP� �\�a¢uumoar \'w �Y xNOiN �' c m n� P Q N o „0 U o� Z U ## LL_L a tl ZD � U Q Z Z f - U z 0 c mQ nI= n ■ � ga M SCUD BLOCKING TRUSSES BOTTOM SOLID BLOCKING TRUSSES BOTTOM SOID BLOCKING TRUSSES BOTTOM SCUD BLOCKING TRUSSES BOTTOM SOLID BLOCKING TRUSSES BOTTOM AS REQUIRED CHORD.TYPICAL AS REQUIRED ,CHORD.IYPK'Al, .. AS REQUIRED CHORD.TYPICAL AS REQUIRED CHORD.IVPLCAL AS REQUIRED CHORD,TYPICAL ■ N ., S ( � ... 5/e'GAYS.FIRE TAPED JOINTS @ CAULKING TYPE FC, 5/8°C-WB.FIRE TAPED JOINTS @ 5/8'GWB.FIRE TAPED JOINTS @ p 5/8'GWB.FIRE TAPED JOINTS @ 5/8'GWB.FIRE TAPED JOINTS @ CAUWNG TYPE FC. CAULHING TYPE FC, } CAULKNG TYPE FC, F— L UNDERSIDE OF ROOF TRUSSES TYP.EACH SIDE UNDERSIDE OF ROOF TRUSSES UNDERSIDE OF ROOF TRUSSES UNDERSIDE OF ROOF TIIlBSE5 UNDERSIDE OF ROOF TRUSSES Z /x: TYP.EACH SIDE TYP.EACH SIDE TYP.EACH SIDE RI 2x4 CONTINUOS TOP PLATE r L2j 214 CONTINUOUS TOP PLATE (212x6 CONTINUOUS TOP PLATE (2)20 CONTINUOS TOP PLATE ',: I ` (2)216 CONTINUOUS TOP PLATE C w ttI CEUNG WHERE INDICATED ON 4 ;'•` CEIUNG WHERE INDICATED ON W LAYIN CEUNG WHERE INDICATED CEIUNG WHERE INDICATED ON CEIUNG WHERE INDICATED ON REFLECTED CEUNG P 51/2' REFLECTED CEIUNG PLAN O NOTE: NOTE: C 31/2. REFLECTED CEILING A NOTE: NG N .51M REPLANFLECTED CEUNG PLAN PROVIDE PAERLE55 TYPE'MR` PROVIDE PAERLESS TYPE W" PROVDE PAERLESS TYPE'MR 2x4 WALL STUD @ 16'O.C. 2x4 WALL STUD @ 16,O.C. 2x6 WALL STUD @ 16'O.C. 2x4 WALL STUD @ I b'O.C. 2x6 WALL SND @ 16'O.C. L1J DRYWALL AT ALL WET AREAS DRYWALL AT ALL WET AREAS DRYWALL AT ALLWETAREAS 4 > )--• LO dp w N z "I'LAY EY8'GWB.TYPE x DRY SIDE,. - '1•LAYER5B•GWB.IYExDR/SIDE, Q Q N FINISH PER ROOM FINISH SCHEDULE,ALL FINISH PER ROOM FINISH SCHEDULE,ALL c_ C O Fly.X JOINTS STAGGERED JOINTS STAGGERED _I F— G _ "1"LAYER 5W GWB FINISH PER ROOM y' 'I-LAYER 5+8"GWB.TYPE x EACH SIDE, "I"LAYER 5/8'GWB TYPE x EACH SIDE, FINISH SCHEDULE,ALL JOINTS STAGGERED FINISH PER ROOM FINISH SCHEDULE,ALL FINISH PER ROOM FINISH SCHEDULE,ALL €€ '1'LAYER 5/B'TILE BACKER BOARD TYRE °7'LAVER y8°TILE BACI(ER BOARD TYPE CHASE JOINTS STAGGERED JOINTSSTAGGERED E x WET SIDE,ALL JOINTS STAGGERED xWETSDE,ALL JOINTS STAGGERED LJ SUBWAY STYLE CERAMIC TILE SUBWAY STYE CERAMIC TILE € z N SPACE SOUND INSULATION BLANKET SOUND INSULATION BLANKET SOUND INSULATION BLANKET }TO UNDERSIDE OF CEUNG SOUND INSULATION BLANKET i0 UNDERSIDE OF CEUNG ( SOUND INSULATION BLANKETW r W J P.T.CONTINUOUS SILL,FASTEN AS SPECIFIED TO P.T.CONTINUOUS SILL,FASTEN/S SPECIFIED TO P.T.CONTINUOUS SU,FASTEN AS SPECIFIED CIFIED TO P.T.CONTINUOUS SILL FASTEN AS SPECIFIED TO P.T.CON.SILL,FASTEN AS SPECIFIED TO O J ., SIPS OR FLOOR BELOW,ON FOAM SEAL GASKET SLAB OR FLOOR BELOW.ON FOAM SEAL GASKET SLAB OR FLOOR BELOW,ON FOAM SEAL GASKET E SLAB OR FLOOR BELOW,ON FOAM SEAL GA90 SLAB OR FLOOR BELOW.ON FOAM SEAL GASKET � Z WALL BASE PER ROOM FINISH SCHEDULE WALL BASE PER ROOM FINISH SCHEDULE E PER ROOM FINISH SCHEDULE WALL BASE PER ROOM FINISH SCHEDULE WALL BASE PER ROOM FINISH SCHEDULE O C CAULKING,TYPICAL CAULKING.TYPICAL � CAUWNG,TYPICAL CAULKING,TYPICAL E CAUUUNG,TYPICAL us N ~ FLOOR FINISH ffR ROOM FINISH SCHEDULE FLOOR FINISH PER ROOM FINISH SCHEDULE FLOOR FINISH ER ROOM FINISH SCHEDULE FLOOR FINISH ER ROOM FINISH SCHEDULE FLOOR FINISH ER ROOM FINISH SCHEDULE 0LLJ r O V) O L0 (� � N © CHASE WALL W/2x4ICAL 0STUD RING RAATTED � ONE HOUR FIRERATED ALCAL ILIW/2x4 INTERIOR U#U3 5N � OUR TYPE FFI EPRATED WALLICAL W/2x6 STUD RING ONE U#U305N � OUR FIRE RA TYPICAL WALLgW/2x SITUD&SUBWAY TILE U#U329N 1 HOURIREPRATED WALL W/NON-BEARING STUD&SUBWAY TILE U#U329N O r SCUD BLOCKING TRUSSES BOTTOM SOLD BLOCKING TRUSSES BOTTOM SCUD BLOCKING TRUSSES BOTTOM SOLD BLOCKING TRL65E5 BOTTOM _ AS REQUIRED—� �1VPICAL� AS REQUIRED CHORD.TYPI AS REQUIRED CHORD,TYPICAL AS REQUIRED CHORD,TYPICAL CHORD, FIE TAPED JgMB @ 5/8'G'hB.FlE iPED JOINTS @ 5/8'('COB.FlE TARED JOINTS @ CAMNG,TYP - 5/8'GWB.FIE TAPED JOINTS @ TYPICAL CAULKING,TYP. + - CAUWNG,IYP CAULKING,IYP fiRST FLOORASSEMBLY DETAIL UNDERSIDE O ROOF TRUSSES UNDERSIDE Cf ROOF TRUSSES. UNDERSIDE CU ROOF TIriAS5E5 ,. UNDERSIDE OF ROOF TRUSSES \ �` n - 2 2x6 CONTINUOUS TOP AlE F RI2x4 CONTINUOUS TOP PLATE [212x4 GDMINLxxB TOP PLATE �, I I INTERIOR Dc6 CONTINUOUS TOP ATE ¢ z CEIUNGWHEE ;N2 : .•;r"I'LAYER5/8'GWB.EACHSIDE, PARTITION CDICAT D ON 'I'LAYER S/e'GNB EACH SIDE,CEILNG WHERE INDICATED ON REILNG WHERE INDICATED ON7/2R INDICATED CN 7/2 •' TROSES,U NG TO UNDERSIDE ROOF i/2. INDICATED ON 51/2' ;' FROMCEMNGTOUNDERSIDE ROOFASSEMBLY REFLECIEDCEWNG PLAN REFLECTEDCENNG PUUV �`<" TRUSSES.IINFIN6HED REFLECTED CEIUNG PWVREFLECTED CEIUNG PUW L1TRUSSES,UNFINISHED FILL CAVIES W/CREW CELL 214 WALL STUD @ I v O.C. ;. 2x6 WALL STUD @ 16'O.C. <j F FOAM INSULAl10N P.T.2x2 CONTINUOUS TOP ATE DETAILS E.�•.. NOTE: PROVIDE PAERLESS TYPE MR DATE ISSUED: 02.12.2018 SUBWAY STYLE CERAMIC TILE BOTH '1 SUBWAY STYE CERAMIC TILE 80TH DRYWALL AT ALL WET AREAS '1'LAYER 5/8'GW EI.EACH SIDE. SIDES TO UNDERSIDE O CEILING t'. -1 LAYER 5.+8'GWB.EACH SIDE,FINISH PER SIDES TO UNDERSIDE OF CEILING @ REVISIONS: kkk FINISH PER ROOM FINISH SCHEDULE, - ROOM FINISH SCHEDULE,ALL JOINTS P.T.2x2 WOOD SIUD @ 16'O.C. ALL JOINTS STAGGERED STAGGEREDo_;, .1 SECURED TO ADJACENT CONIC.WALL NO,DESCRIPTION DATE 'I'LAYER 5/B•BACKER BOARD EACH 1 °7'LAYER 5/8'BACKER BOARD EACH LAYER 518-GWB.FINISH PER ROOM SIDE,ALL JOINTS STAGGERED SOUND INSULATION BLANIKET �; SIDE,ALL JOYS STAGGERED .' c�5'• SOUND INSULATION BLANKET FINISH SCHEDULE,ALL JOINTS STAGGERED S 2x4 WALL STUD @ 16.O.C. ,Y,_ 2x6 WALL STUD @ 16.O.C. P.T.CONTINUOUS SILL,FASTEN AS SPECIFIED TO SOUND INSULATION BLANKET - P.T.CONTINUOUS SILL,FASTEN AS SPECIFIED TO SOUND INSULATION BLANKET ITS-7.5I MIN.I I R'RIGID INSULATION @CAVITIES SLAB OR FLOOR BELOW,ON FOAM SEAL GASKET 9 k STAB OR FLOOR BELOW.ON FOAM SEAL GASKET WALL 845E PER R(x-YM FINISH SCHEDULE P.T. WALL BASE PER ROOM FINISH SCHEDULE P.T.CONTINUOUS SILL,FASTEN AS SPECIFIED i0 •• ':..:- '-'. P.T.2x2 SILL,FASTEN AS SPECIFIED TO CONTINUOUS SILL.FASTEN AS SPECIFIED TO •�.', SLAB BELOW.ON FOAM SEAL GASKET � � STAB OR FLOOR BELOW,ON FOAM SEAL GASKET STAB OR FLOOR BELOW,ON FOAM SEAL GASIKET CAULKING,TYPICAL CAU '. CAULKING,TYPICAL ' FLOOR FINISH PER ROOM FINISH Sp4EDIM1E FI-OCR FINISH PER ROOM FINISH SCHEDULE —FLOOR FINISH E SCHEDULE R ROOM FINISH FLOOR FINISH PER ROOM FINISH SCHEDULEFLOOR FINISH ER ROOM FINISH SCHEDULE DRAWN BY: Author 9, TYPE"A"TYPICAL NON-BEARING TYPE^g°TYPICAL INTERIOR NOT TYPE"A°TYPICAL NON-BEARING NOT TYPE"D°TYPICAL NON-BEARING NOT A❑ I'A CAI WALLL WN 2x4 STUD RATED A.1 INTERIOR WALL W/2x4 STUD& RNAOTED © BEARING WALL W/2x6 STUD RATED B•1 INTERIOR WALL W/2x6 STUD& RATED aD CHASE WALL W/METAL STUD RATED SCALE: /21I = I_oII CERAMIC 71LE ON BOTH SIDES CERAMIC TILE ON BOTH SIDES DRAWING NO.: TYPICAL INTERIOR PARTITION ASSEMBLY DETAILS n A 1 1/211 = 1 L-011 !� STAMP: WIF• xyre.. s -15 d N.7789 L YHi@IfOPJ0.t, LU f rN OFM C CO n N Q N c s 66 w m o cod. U o� Z) O E LL a § Z Q Z 8 TOP PIAi__En Z ~ EL 52'b' .J U Z a ------- 0 c $ 3/4'PVC SOFFIT PANTED.TYP. m E n 1 xd PVC TRIM BAND PAINTED,TYP. IN ■ ... 3 O o a IN z LU j !. :�E w FYPCNMLD24000NRN000S r LU BAND,PAINTED IYRCAL O J Lo LU I L>L Cf) z 6, :D Q N CONTINUOUS CAULIdNG,TYP. ; N12 PVC TRIM BAND PA INTED,TYP. C O ZIP-WALL SYSTEM TAPE,TIP. 1/2" ill 12" 1 x4 PVC TRIM,PAINTED TYP. 1 _ J F— G r' Q w Q -� PRE STAINED WHITE CEDAR I ZIP-WALL SYSTEM TAPE,TYP. ` % w SHINGLES SIDING,IYP. �.! LU '�.;i';%.:.;%,;,;;; / %�%;i,i i•;.5 - > P.r.2xavERCA ,p NAILER,TYP O � C Co I w 12'S4EETPVC, 2 ! PAINTED IYP. 2 :/ r. LU (D Ix4 P/C TRIM. U)TYPICAL PAINTED NP. - CAL EXTERIOR WALLA EXTERIOR j/�,%,'. m O L(1 WNDOWCPENING WPLLASSEMBLY •i� FRAMED WALL _ - CV - CONTWUOL6 CAULXING,TIP. TYPICAL W NDOW SILL DETAIL FRAMING.TYPXTERIOR . G 4 O ➢P-WALL SYSTEM TAPE,TYP. i' �i PRE STAINED W 411E CEDAR / P.T.214 VERTICAL NAILER,TYP. SHINGLES SIDING,TIP. � 6/4x2'PVC TRIM W/BULL NOSE TITLE: PAINTEDTYPI W/7/4- RAB9IlE°p80TTOM TYPICAL CORNER PILASTER DETAIL "' EXTERIOR ➢P-WALL STRETCH TAPE WINDOW PAN FLASHING.TYPICAL , 4 TI _ , II % 31R• 31R• PILASTER 614x5 PVC 1RM.PAINTED TYPICAL, j�•l' . ,.6 W/12'RABBITED p BOTTOM / `�`�` 1 x4 PVC TRIM BAND PAINTED,TYP. DETAILS •,l,: TYPICAL DETa WATER ; `` I kETERIOR TABS DETAIL V Y x' b 6/dIQ'P�TRIM W/BULL NOSE PP1N(ED FRAMED WALL 12'SHEATHNG Y 1x12 PVC RBPA BELGN.PAINTEDTIP. - - EXTERIOR FRAMED ZIP-WPlI SYSTEM I IYPICIQ.W/I/4'RABBffED BOTTOM (• WP1411PICAL 3/4'SHEET PVC.PAINTED TYP. TAPE,TYP, ALE DATE ISSUED: 02.12.2018 /j - EXEX PRIOR WATER I, ffi-WPll SYSTEM TAPE.TYP. it 12k3'{I'SHEEf WC, / �':i', PNNIEDIYRCAL _ i � REVISIONS: r^ �/ 6/45 PVC TRIM,PAINTED TYPICAL, NO.DESCRIPTION DATE W/12'RABBRED @ BOTTOM TYPICAL$LAB ON _LAB ON ASSEMBLY P.T.2x4 VERTICAL GRADE D GRADE �// WYLER,TYP. FIRST FL R OO `/j 72'SHEATHING - _— FI_STF.L 3/4'SHEEi MO,_ O EL 38.6' 8 ¢ 1•"6' 2 PAINTED TYP. 2 .i PALMED`SHEET PVC, 412PVCTRM, ^ PAINTED TYPICAL TYPICAL SLFB ON is EXTERIOR ALL ASSEMBLY NEED TYP. GRADE DETAIL FIRST FLOOR _ __ —_-1'-7 1 R' -—-—-—FIRST FLOOR /l 114 TYPICAL PAINTED W ➢P-WALL SYSTEM TAPE.Ty". 1x12 PVC TrdM, EL.38-6 EL. DRAWN BY: ^°.•i :. ._. /%i;�i,• PANTED TYPICAL P Author :.........:: ... R BASE a.....: :. :....:....:: .........:::..._.....:::.........:: - FRAMING.TIP. P.T.2x4 RKK7 WALL EXTERIOR 1 SHEET PAC AINfED .. SCALE: E.TYP. EXIERKM WALE , '.•` ,. •- :i ' � ..:is (') ;�; � BELOW.PAINTED TIP. � :L• :CONCRE1EfWND.4110N ..: "•• -- RAW NG NO .. :..:.WALL PERSTR.WJG5.IVPICPL' -: ( � . ./ Ix12 P/C TRIM TARE _ As indicated D • TYPICAL CORNER PILASTER BASE DETAIL PILASTER SECTION DETAIL PILASTER ELEVATION DETAIL /� 6. 1 $ TYPICAL WATER TABLE #1 5 TYPICAL WATER TABLE #2 3 1'-0" f-� 1 1/2 = 1 -0 1 1/2 = 1 -0 STAMP: t> 3 N0.7789 V-11 5/8'CLEAR 63/4, 6-11 7/8'CLEAR xuww�m4ar, w ....._ ',J.. r 8 A I :. : ............... 8 c w � m `" S Q r : - r as : o - U E i - x : III •. 0� .% _. � I .• - � 0 2 c i o QD r.• ¢ 8 A7.0 LU 6 m ` _ ....1....._.;......_;....._....-......__t_...i.....i.,............_i..._i...,.... ;............ ..............MEN.........!,..... ;.m...........:......! . E._...m......._.............;. .......... .. — - -WOMEN': -_......:. .:..._..1. L... _ r ] o. 7 ; ti <I. MEN 107-A n nl/2 10,OB - - -- _,- _._ •, MEN 107 C ...�MEN 107 D U ` - - — —-- 1 1/2"=1:_0:: �:_ :_ :: 3 1/2::=1:_0:: 1/2"=1-0:. s. .. Z ... ......... ...... b ; .. .. ... H E A © IJ QO E / - U LU Z a Coo ENLARGED BATHRROMS PLAN Q ~ P e i 1/211 = 11-011 r F ® e� Plumbin Fixture Schedule ,' ..........._..............1......€.. 9 z ..........:.....:.......°......... Mark Description a w Q - _...:.........:....._I. ;.........1_.. ..... .................:...1... w � w A 42 L. 1 1 4"Diameter Stainless Steel Grab Bars with Snap Flange _L.. ..:_..:........ ......: Tl ...........:_ :........:... .. __ _ _ O Lv / P 9 °89 = - t..,...C.__...:......5...:.5.....:. 7_...L..... ._:_...U..._......._:..1_.I.1:'.=:::.:T '::L:' .. LI T.,. V7 B GLASS MIRROR W/STAINLESS STEEL FRAME j F— z Lo C SURFACE MOUNTED TOILET TISSUE DISPENCER s WOMEN 108-A 6 WOMEN 108-B n WOMEN 108-C 8 WOMEN 108-D 0 Q N D SURFACE MOUNTED PAPER TOWEL DISPENCER u2°=r-°° 1/2"=1'-0" 1�2"=T'-o° 1/2°=r-o" J p Q w .'p Q • E SURFACE MOUNTED SANITRY NAPKIN DISPOSAL z c^�l F SURFACE MOUNTED SOAP DISPENCER w � w G DOUBLE COAT HOOK Oz .6 C 1. INSTALLATION OF ALL TOILET ACCESSORIES SHALL COMPLY WITH O m w GUIDLINES SET FORTH BY THE AMERICAN WITH DISALITIES ACT. Q C/� N ~ 2. FASTEN SECURELY WITH CONCEALED FASTENERS AS PER MFG. G--- C1� RECOMMENDATIONS,INSTALL SOLID WOOD SLOCIQNG AS REQUIRED p Lin O a, N 0 5 6 7 c 4'-7° 3-2 1/2' N-2 1/2" 9'-2 1/2. TITLE: 09 ENLARGED /<.. FLOOR PLANS E INTERIOR O F �� �i ,�_ VESTIBULE100-A VESTIBULE100-B ELEVATION8-6 VESTIBULE NO.DESCRIPTON DATE �1001 t2p f' DRAWN BY: Author SCALE: _ S 1/2" ��- 011 / DRAWING NO.: ♦,. A3.0 A3.0 / / A7 . 0 -1 9 ENLARGED ENTRY FLOOR PLAN �vEsnsuLEToO-c vEsneuLEloo-D P_0:: 13 1/2"=1'-0" STAMP:: N.7789 W O P�IIN.OF N 5 ..!_... _. .._!.._t......_.........i _..... -- -- - LLJ :. C o CZ S w IL IE IE IF F-1 :D u / Z _....:............. a .L / :::":i:: C.':.::'I::::is:T:l':.::':C::':"::':':'::... 1-- d ....,',.t...._'_......,......_!.....i...,._..�..._..i....i......_...._!.....:...�....F..T. ;_...;..., .......' QJ Z LED �- Z " _.:. — \ _.. \ c Q._ 1 CUSTOMER AREA - A 2 CUSTOMER AREA - B 1/2!I = 1'-0" 1/21! = 1 '-0" .� z w L/1 L1 IE W O EL,c 11 ~n ,� ZD Q N J � � o L.. Q W 'o Q U W t\ w_ � w C::::, _€.__........'_ 1._ 0 Z � U � 0 O Lo f w CV O C w F1 A4.1 3 CUSTOMER AREA- C nTLE: CUSTOMER AREA INTERIOR ELEVATIONS DATE ISSUED: 02.12.2018 REVISIONS: NO.DESCRIPTION DATE TE ::1 1 21E TE gIF— in DRAWN BY: Author \ SCALE: 1/2" = 1 1-01, m \ o \ DRAWING NO.: � CUSTOMER AREA - D CUSTOMER AREA - E A7 . 1 1/2 = 1 -0 STAMP: 0 ............... ... 71.�i Ll TA L T. LT "T I I "T 9 7789 m �1� N. 508 Ll Fl. -L I T-1 ................................................. ...... ... ............. . ...... ........................................................... ............... ............ ... ............. ............ ...... ........ T'"T' T- 7-` f 17' (CID6) --l-I T' 10 T r- T LU ElElElElE -L-LT-�- Lr.1 rllp Lf T............ T 2 .......I.. 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T r 7- Ll I < CV 171 T---7 0 O3G 1 L-J E .1 uj 'o < (D7 L--j u -T n52 I-' (E2 04 LIA I bl.-J-i 1- i-F.: T ui L-U T 7 .7 r .7 1 LT 'p-L-r- i T r T" T - . 1 4 :E C;6 , 10 > 0 'o KITCHEN - C D LU 1/211 1 1-011 1,_011 Q U3 0 Lo r) 04 0 Of TITLE: KITCHEN AREA INTERIOR ELEVATIONS DATE ISSUED: 02.12.2018 REVISIONS: NO.DESCRIPTION DATE OFFICE 104 - A OFFICE 104 - B OFFICE 104 - C OFFICE 104 - D DRAWN BY: SCALE: Author 1/2" l'-O" DRAWING NO.: A.,I -i I E - -Njgt A7 . 2 MENU BOARD STRUCTURE(PIPE FRAME) LED PENDANT LIGHT FIXTURES rINCRAFT 210 CEILING WALL BEYOND(5595U)COLOR STAMP: SUSPENDED FROM SIRLCTURE ABOVE CAULK BOARD MENU PANELSQWI Ft4y�¢ ION HANGERS FOR EASE OF ACCESS) A3.2 Y .77819 YAMPIIID4oR4. yiy W PAWNED CROON MOLDING (5477U)COLOR OB%AY WINDOW INTO IE KITCHEN Of Lu DO S� I WALL SCONCEGHT �:- MAK U FIXTURE -;j ab I' O 0 o 0 U Ds BEAD BOARD.BASE AND % • ...._.._..,._:. CHAIR PA 1..__.i.... : ."T::: L::.T... L:.::I WAINSCOTING-PAINTED `- ` ! LILI NATURALMITE ...._L....:........_..........:......:.__....�.......:..._....:_...._...... vo oe: - -- U zZ r m 2 m ■� S �_ 1 CUSTOMER AREA ELEV- 1 1/2" =NIEJ 4A Bw♦�. FILING AND SOFFT nNCRAFT 2x2 CEILING LED PENDANT CAULK BOARD MENU PANELS 7rMENU BOARD STRUCTURE(PIPE FRAME) F— WFIT FIXTURES (ON HANGERS FOR FASE CF SUSPENDED FROM STRUCTURE ABOVE ACCESS) Z Lu LJJ Lu PRIMED CROWN MOLDING - O C (5477UJCOLOR JLO ..... ..._!.._.:._:......r.........�.....r...r..._......s. uj LID BAY VANDGNAREA CD Q w ,p Q WALL SCONCE LIGHT '_ Lu CC FIXTURE ..r. _S. ..1::`.i__I..1.'"I i z ___ .__ _ _ _ SUBWAY WALL TILE W m Lu / _.I_„S...i... ...-1_,-.T_.............:-............... _ .._T_:.........,. BERVICE ARE4 C) � �O ... i...................'. '....:.............,. ! !...............!...i_._'..._. �._':......i. ;.......,...,. ....... _.. !. ... .. � ,. COUNTER 5EM10E O LO 04 BEAD BOARD.BASE AND ._.L__...,..._...i_..i..;..............' Ly CHAIR RP1L WAINSCOTING-PANTED r:._: _. NATURAL WHITE \ TILE: B.2 INTERIOR 2 CUSTOMER AREA ELEVATIONS 1/2" = 1'-0" PAINTED CROWN MOLDING (5477U)COLOR nNmAFT 2,Q CEILING, LED PENDANT UGHT FIXTURES DATE ISSUED: 02.12.2018 ....:•:...1_._T.......T._:.r_ ....:r:.:.::I_ .._:.I.....I.....i..I..:._T.-:.. MENU BOARD STRUCTURE(PIPE FRAME) REVISIONS: SUSPENDED FROM STRUCTARE ABOVE NO.DESCRIPTION DATE SUBWAY WALL TLE IN TM _ CPULK BOARD MENU PANELS SERVICE AREA (ON HANGERS FOR EASE OF ACCESS) MSION WINDOW INTO ... .=... KITCHEN I_ ' { :._..:._._.._,....,... ...!_...:........ - - - RAWN BY g � � •: .�......:. couNTEa mn sEce RFT !....I_.. CALF. ® ....__.......:.._.:......... 2" ._... ..i_ '...;_. .BASE AND S n :.....:.........................:...... CHAIR RAIL DRAWING NO.: SERVICE PREAEWIPEMM. T - WANSCOTNG-PAINTED 1.._.I..__. SEE PLAN LAYOUT A7 3 F La 3 SERVI _...._:... .. 1 2" = 1 '-0" STAMP: �4PUU FG,y �� No.7I89 5' Y-1 v F1 Ad.1 C Lu CLi N Q 0 4 cz N 0OzE U r MENU BOARD STRUCTURE(PIPE FRAME, U O TINCRAFT 24 CEILING PAINIED CROWN MOLDING SUSPENDED FROM STRUCTURE ABOVE U �Isdnulcaa TINCRAFT 2x2CEILING w a tL LED PENDANT F LIGHT FIXTURES OWN MOLDING S�NSUSPENDOARD EDFRO(PIPE OR .....�.....:.t.. .i........:....._......:...._!. to RE (ON H BOARD MENU PANELS ION HANGERS FOR EASE OF 5d 7U COL LED PENDANT WALL SCONCE LIGHT LIGHT FD(NRES J W FIXTURES .._.:_....... ..........:......._......._: ._T.._.-.....i.....I_.r.....Y..... _ - - -r- T' SUBWAY WALL CAUU(AOPRD MEMI PANELS ..,._:.....i..............,.-L....i........,....... _ IN SERVICE AREA O (� (ON HANGERS FOR EASE OF ..L....J........._�.......... SERVICE AREA j m Q g ..............I .... \ \ w ..i....._.. ... SUBVYAV WALL TILE ACCE551 ...1 L _ __ _ SEE E9UPFRG CASE ETC Ou g c / _,.__.........._.... VISION NDOW INTO / \ -COUNTER SERVICE AREA ESUIPE STAND UP COUNTER ......_..._.....;......_.... SEE PLAN LAYC6n KITCHEN ONIM CONgMEM/iIWSH/ ' CABINET " %i .. UP COUNTER STAND W BEAD BOARD,845E AND ,; � CHAIR RPIL .� ® •® •� '� W ... O .: ._........_.. .. i WALL MOUNTED WANSCOTNG-PAINED 0 Lu NATURAL WHILE \ .,_... SERVICE AREAEWIPMEM, MERCHANDISING \ '% .i....I......t.,.i. :.....T. ...I..,..I..... .. Lu SEE PLAN LAYOUT \\ MILLWORK CABINET I` \ ® \ � L0 Li-iJ Lo is ..._......_..-..._ _.._..___....._.... ... 1_ .. .� w n z -O SERVICE / CUSTOMER AREA ELEV 1 gSERVIC / CUSTOMER AREA ELEV - 2 c Q o1'-0" U w 'o < z C4 Oo6 -0 > O c U C N cry o O O Lo a N O C TITLE: INTERIOR ELEVATIONS. DATE ISSUED: 02.12.2018 REVISIONS: NO,DESCRIPTION DATE 8 DRAWN BY: RFT SCALE: 1/2" _ P-10" - DRAWING NO.: STAMP: crsa U a Na 7799 } c w m 0 U o � U z LU LL a F- N U Q Z Z U Z LU O C) c mQ ■ SA ■. % o aid Z W :�i W a W O W � O Q N J � CD Q W .p Q U LU � � c z 0,, FLU > o &6 . O 'O c U °�° N � C) U) L - O O Lr) r1i N O C TITLE: CASEWORK DETAIL DATE ISSUED: 02.12.2018 REVISIONS: NO.DESCRIPTION DATE 9 DRAWN BY: rtt SCALE: DRAWING NO.. a � : $ A8 . 0 z• z• STAMP: ROOM FINISH SCHEDULE Number Name Flooring Wall 1 Wall 2 Wall 3 Wall 4 Ceiling Notes tl'� �- LOWER LEVEL ''.::,' 5/4>Q-MBULL _ 5/mT PVC BUu w " 001 BASMENT STORAGE AREA VCT-1 PT- PT- Pf- PT- ACT-1 BAND NOSE HAND 002 UTWTY ROOM VCT-2 PT- I PT- PT- PT- - :1i 003 10'X 12'COMBO WALK-IN BY EQUIP.VENDOR --- --- - --- 8Y EQUIP.VENDOR < FIRST FLOOR ` 100 VESTIBULE CT-1/WOM-1 PT- PT- PT- PT- PT-6 5/4x5 PVC TRIM 5/4x5 Pvc TRIM 101 CUSTOMER AREA RETAIL SPACE MFT-I,MR-2,MFT-3 PT-1/PT-2 PT-1/PT-2 PT-1/PT-2 Pf-1/Pf-2 ACT-1 COM.WAINSCOTANDCHAIRRAIL-PAINTED PT-1 - - C 102 SERVICE AREA MFT-1 Wf-1/PT-2 WT-1/PT-2 - --- ACT-2 - w — Q ! 103 KITCHEN VT-1 WT-1 WT-1 WT-I WT-1 ACT-3 104 OFFICE MFT-2 PT-2 PT-2 PT-2 PT-2 ACT-1 F1'PON MtD236 105 STARS&LOADING AREA VT-1 PT-1 PT-1 PT-I PT-I ACT-3 crsiNGMOLrrNG O 25 o 106 CORRIDOR CT-1 PT-1 PT-1 PT-I PT-1 ACT-3 U 'o 107 MEN CT-1 PT-2 WT-IJPT-2 WT-1/PT-2 PT-2 ACT-3 C) U 108 WOMEN CT-1 PT-2 I PT-2 IWf-1/PT-2 WT-1/PT-2 ACT-3 ZLu a 109 RENTAL OFFICE OR RETAIL SPACE TED BY TENANT PT- PT- PT- PT- TED BY TENANT VANILLA.BOX FOR C.O.ONLY LL I— TYPICAL EXTERIOR BUSINESS U SIGN FRAME m Z ROOM FINISHES LEGEND z F— I TYPICAL BAY WINDOW Z a MARK MATERIAL/FINISH TYPE MANUFACTURER/PRODUCT LINE COLOR/CODE COMMENTS - EXTERIOR SILL = H s CT-1 CERAMIC FLOOR TILE m Q w L'ANTIC COLONIAL PORCEL ANOSA,NOOHN MOSAICS,AIR 7 5/32° g m MFT-1 MOSIAC FLOOR TILE-HEX PATTERN WHITE MAT L241713471 31/4' ■ , HEXAGON 100169351 5 ^ MFT-2 MOSIAC FLOOR TILE-HEX PATTERN PATTERN AND SIZE TO MATCH MFT-1 DARK GREEN(TO MATCH PMS 627U) 3 MFT-3 MOSIAC FLOOR TILE-HEX PATTERN PATTERN AND SIZE TO MATCH MFT-1 UGHT GREEN(TO MATCH PMS 5595U) VF-1 SUP RESISTENT FLOOR TILES FORBO-P/C SHEET SAFESTEP R-11 ELEPHANT _ WOM-1 WALK OFF MAT MATS INC.,SUPREME NOP.A ` ~ _ z PT-1 DOOR AND TIM PAINT-SATIN - BENJAMIN MOORE INTERIOR TEX MATCH NATURAL WHITE(rgb 252/248/237) wn�rd MLmao Lu L W PT-2 WALL PAINT EGGSHELL BENJAMIN MOORE INTERIOR L MATCH NATURAL WHITE(rgb 252/248/237) =� 1RIM BAND W PT-3 WALL PAINT SATIN BENJAMIN MOORE INTERIOR TEX LIGHT GREEN(TO MATCH PMS 5595U) O C PT-4 CEILING PAINT FLAT BENJAMIN MOORE INTERIOR TEX FLAT WHITE W � L0 ACT-1 TIN LOOK CEILING TILES ARMSTRONG,TINCRAFT CIRCLES FLUSH TEGULAR 24"X 24"X 3/4" 8008 FAUX COATED PEWTER EYPON MiD457 TYPICAL EXTERIOR LL u C~/) Z ORotvN TOP BAND C C 0 J G ACT-2 ACOUSTICAL CEILING TILE ARMSTRONG,GEORGIAN,24"X 24"X 5/8"BEVELED TEGULAR 9/16"WHITE - Q W `0 Q ACT-3 NSF APPROVED CEILING TILE ARMSTRONG,KITCHEN ZONE,24"X 24"X 5/8"SQ.LAY-IN WHITE C CzC N TYPICAL EXTERIOR L1J G r-- I ACGI 15/16°CEIUNG GRID ARMSTRONG,PRELUDE XL 15/16°EXPOSED TEE SILVER GREY ROOF CROWN ALL MILLWORK AS NOTED O c�'$ J b 3 FT.wroElrz OR APPROVED EQUAL z - O C SHEET P/C cc Lu ACG-2 9/16"CEILING GRID ARMSTRONG,SUPRAFINE XL 9/16'EXPOSED TEE WHITE U N C ACG3 15/16"COILING GRID ARMSTRONG,PRELUDE XL 15/16"EXPOSED TEE WHITE IR L O 3 7/B' O SS-1 SOUD SURFACE COUNTERTOP AVONITE,1/2' - CALACATTA STONE 1800 y O N PL-1 PLASTIC LAMINATE-VERTICAL GRADE PL-2 PLASTIC LAMINATE-HORIZONTAL GRADE POPLAR 1 1/4N 1 1/2' OfBULL NOSE RAND PL-3 PLASTIC LAMINATE-TEXTURED WF-1 WOOD FINISH STAINED wPaN MLnscz TITLE: WF-2 WOOD FINISH STAINED Q SROSCo8753A COVEMOIDING cASirrGlrnM ROOM FINISH MTL-1 METAL FINISH 304 STAINLESS STEEL 44 FINISH - SCHEDULE & FINISH NOTES: - TYPICAL INTERIOR CEILING DETAILS COVE MOLDING TYPK:AL INTERIOR WINDOW_ SILL&CHAIR RAIL DETAIL ix1z P/C iPoM DATE ISSUED: 02.12.2018 BROSCO BASE CAP (8455 WM763) REVISIONS: 11/16'x 13/8• NO.DESCRIPTION DATE Ix6 POPLAR BASE C { 8 DRAWN BY: RFT SCALE: 61: TYPICAL INTERIOR DRAWING NO.: 9 WALL BASEDETAIL- § TYPICAL EXTERIOR WATER TABLE �, a TYPICAL MILLWORK DETAIL ,/�` 6" �r-0" STAMP: Door Schedule Dimensions DETAILS TYPICAL EXTERIOR WALL ASSEMBLY ` N0.7789 td' » slab Frame \ n ° Mark Room Name MFG Material Model Type Width =Heighthickness type Material Head Jamb Sill Hardware Set Comments avERAUMIr�uMFPSH�NG Detail Detail Detail , `� 001 RENTAL OFFICE OR RETAIL SPACE Kawneer Aluminum 350 Heavy Wall"Entrances A 3'-3 1/2" 9'-0" 1 3/4" FULL LIGHT ALUMINUM 1/A9.2 2/A9.2 3/A9.2 PROVIDE CLOSER INSULATED DOOR 002 VESTIBULE Kawneer Aluminum 350 Heavy Wall"Entrances A 3'-31/2" 9'-0" 13/4" 1/A9.2 2/A9.2 PROVIDE CLOSER HEADER PER-- _ COMMERCWL GRADE 003 CUSTOMER AREA/RETAIL SPACE Kawneer Aluminum 350 Heavy Wall'"Entrances A 3'-3 1/2" 9'-0" 1 3/4" 1/A9.2 2/A9.2 PROVIDE CLOSER I m $ n PLUMINUM FllSMNG _ 004 CUSTOMER AREA/RTAILSPACE Kawneer Aluminum 350 Heavy A 3'-31/2" 9'-0" 13/4" 1/A9.2 2/A9.2 PROVIDE CLOSER Ix5DOORINTERIORHEAD I ' � Q 005 CORRIDOR Kawneer Aluminum 350HeavyWall"Entrances A 3'-31/2" V-0" 13/4" 1/A9.2 2/A9.2 PROVIDE CLOSER CASING,PAINTED,TYP. 006 CUSTOMER AREA RETAIL SPACE C 3'-O" T-0" 13/4" CONTINUOUS BEADS OF --- -h ;: Cb 007 RENTAL OFFICE OR RETAIL SPACE C 3'-0" T-0" 1 3/4" 1 1 coNsmucnoN ADHESIVE U_ N o iE 008 MEN C 3'-0" 7'-0" 2" WOOD E 514.5 PVC DOOR EXTEMOR U r HEAD CASING,PAIMNMD,TYP. U O 009 WOMEN NG 3'-0" T-0" 2" WOOD E m 010 CUSTOMER AREA/RETAIL SPACE ELIASON CORP. LAMINATED PLOYMER CORE ENGI SINGLE 3'-0" T-0" 1 1/2" 9"x 14"LITE HOLLOW METAL 8"HIGH THERMOPLASTIC SCUFF PLATE-BOTH SIDES SELF ADHERED MEMBRANE Z w yy 011 KITCHEN 3'-L)" T-0" 13/4° FLASHING paPENING PERIMETER LL tl 9/4'PVC HEAD EXTENSION PAINTED N 012 STAIRS&LOADING AREA 3'-6" T-0" 1 3/&- U 013 STAIRS&LOADING AREA 3'-6" T.0" 1 3/8° PROVIDE CLOSER CAULIONG Q PERIMETER,IYP. Q Z 014 BASMENT STORAGE AREA 3'-0" T-0" 1 3/4' Z r 015 BASMENT STORAGE AREA 6'-0" 7'-0" 1 3/4"016 3'-6" T-0" 1 3/8" w ^ DOOR JAMB TRIM, IM,BEYOND ~ c Of w o ALUMINUM DOOR HEAD m Q c S w NOTE:ALL EXTERIOR DOORS WILL BE STORM RATED DOOR DooaCLOSLRE ®....c 5 ®.._ 30 0 ■ n ENTRY DOOR HEAD DETAIL w b , I 3° = 1'-O° LU r'' c W W LU O C-0 LO METAL FRAME W C> Z 471 Q =) Q N 9'x14"LITE J O b / Q 6, / W � Q W / b b b N b b z — W r W LAMINATED C O . J PANEL C z 10.� 'O Lv U m N ci y` LU cn r :1 SCUFF PLATE ILJ Q '—Lli O 1 14 3'.b' 3'-0' 3'-a' 3.4• �14 O O N DOOR TYPE"A" DOOR TYPE 7DOOR TYPE°C" DOOR TYPE°D" DOOR TYPE"E" DOOR TYPE"F" DOOR TYPE"G" L Door Elevations CI- 1/211 = 1 1-0 1 1 TITLE: DOOR SCHEDULE & DETAILS DATE ISSUED: 02.12.2018 REVISIONS: NO.DESCRIPTION DATE 5 DRAWN BY: P,LAFTor SCALE: As Indicated DRAWING NO.: A9. 2 EXTERIOR WINDOW SCHEDULE STAMP: WINDOW DIMENSIONS Window Detail Mark Manufacturer Type Model Head Comments s . x Width Height Head Detail Jamb Detail Sill Detail He w EXTERIOR 01 ANDERSEN-400 SERIES PICTURE WINDOW P3060 2'-11 15/16" 5'-11 7/8" 9'-91 02 ANDERSEN-400 SERIES PICTURE WINDOW P3060 2'-11 15/16" 5'-11 7/8" 9'-0" 03 ANDERSEN-400 SERIES PICTURE WINDOW P3060 2'-11 15/16" 5'-11 7/8" 9'4" - 04 ANDERSEN-400 SERIES PICTURE WINDOW P3060 2'-11 15/16' 5'-11 7/8" 9'-0" 05 ANDERSEN-400 SERIES PICTURE WINDOW P3060 2'-11 15/16' 5'-11 7/8" 9-91 LU S 06 ANDERSEN-400 SERIES PICTURE WINDOW P3060 2'-11 15/16' 5'-11 7/8" 9-0" Q = 07 ANDERSEN-400 SERIES PICTURE WINDOW P3060 2'-11 15/16" 5'-11 7/8" 9-01, C 08 IANDERSEN-400 SERIES PICTURE WINDOW P3060 2'-11 15/16" 5'-11 7/8" 9'-01, 09 ANDERSEN-400 SERIES PICTURE WINDOW P3060 2'-11 15/16" 5'-11 7/8" 9'-01, Q c 10 ANDERSEN-400 SERIES PICTURE WINDOW P3560 3'-4 13/16' 5'-11 7/8" 9'-01, U o 11 ANDERSEN-400 SERIES PICTURE WINDOW P3560 3'-4 13/16' 5'-11 7/8" 9'-01, Z o 12 ANDERSEN-400 SERIES PICTURE WINDOW P3560 3'-4 13/16" 5'-11 7/8" 9'-0" LU 2 13 ANDERSEN-400 SERIES CASEMENT-OPERABLE C16 2'-0 1/8" 5-11 7/8" 9'-0" L.L 14 ANDERSEN-400 SERIES CASEMENT-OPERABLE C16 2'-0 1/8" 5'-11 7/8" 9'-0" U 15 ANDERSEN-400 SERIES CASEMENT-OPERABLE C16 2'-0 1/8" 5'-11 7/8" 9'-0.. Q Z 16 ANDERSEN-400 SERIES CASEMENT-OPERABLE C16 2'-0 1/8" 5'-11 7/8" 9'-0" 17 ANDERSEN-400 SERIES PICTURE WINDOW P3060 2'-11 15/16' 5'-11 7/8" 9-91 Z 18 ANDERSEN-400 SERIES PICTURE WINDOW P3060 2'-11 15/16" 5-11 7/8" 9-91 z 19 ANDERSEN-400 SERIES CASEMENT-OPERABLE CX16 2'-7 1/2" 5'-11 7/8" 9'-0.1 = y s 20 ANDERSEN-400 SERIES CASEMENT-OPERABLE CX16 2'-7 1/2" 5'-11 7/8" 9'-0" Q C w 21 ANDERSEN-400 SERIES CASEMENT-OPERABLE CX16 2'-7 1/2" .5'-11 7/$' 9,-0" m Q y m 22 ANDERSEN-400 SERIES PICTURE WINDOW P3060 2'-11 15116" 5'-11 7/9' 23 ANDERSEN-400 SERIES PICTURE WINDOW P3060 2'-11 15/16" 1 5'-11 7/8" 9'-0" gs 24 IANDERSEN-400 SERIES PICTURE WINDOW P3060 2'-11 15/16" 5'-11 7/8" 9'-01, ® o 25 ANDERSEN-400 SERIES PICTURE WINDOW P3060 2'-11 15/16" 5'-11 7/8" 9'-0" — 26 ANDERSEN-400 SERIES PICTURE WINDOW P3060 .2'-11 15/16" 6-413/16" 8'-3" 27 ANDERSEN-400 SERIES PICTURE WINDOW P3060 2'-11 15/16" 5-4 13/16' 8'-3" 28 ANDERSEN-400 SERIES AWNING A451 4'-4 13/16" 7-0 1/8" 8'-10" z 29 ANDERSEN-400 SERIES AWNING A451 4'-413/16" 2'-0 1/8" 8'-10" LU 30 ANDERSEN-400 SERIES CASEMENT-FIXED CX13 2'-7 1/2" 2'-11 15/16" 12'-4 15/16" LW 31 ANDERSEN-400 SERIES CASEMENT-FIXED CX13 2'-7 1/2" 2'-11 15116' 12'-4 15/16" - O Lu 32 ANDERSEN-400 SERIES CASEMENT-FIXED CX13 2'-7 1/2" 2'-11 15/16" 12'-4 15/16" 33 ANDERSEN-400 SERIES AWNING WINDOW AN31 2'-11 15116' V-8 112" 9'-4 3/8" LJLI N LO 34 ANDERSEN-400 SERIES AWNING WINDOW AN31 2'-11 15/16" V-8 1/2" 9'-4 3/8" LU �C j z `0 35 ANDERSEN-400 SERIES AWNING.WINDOW AN31 22 11 15/16" T-81/2" 9'-4 3/8" 36 ANDERSEN-400 SERIES AWNING WINDOW AN31 2'-11 15/16" T-8 1/2" 9'-4 3/9' C 0 Q LU '0 Q NOTE:ALL EXTERIOR WINDOWS WILL BE STORM RATED WINDOWS U w ^ :�i CL- z N INTERIOR WINDOW SCHEDULE "J :E r Lu OZ Rough Opening Dimensions Window Detail 10 > Mark Manufacturer Type Rough Width Rough Height Head Height Head Detail Jamb Detail Sill Detail Comments UU C° N Lu INTERIOR U) C/0 37 CUSTOM FIXED PANEL 8'-0" T-6" T-0" COORDINATE W/DOOR HEIGHT&CHAIR RAIL DETAIL ALUMINUM CAP FLASHING SET 0 O 40 CUSTOM FIXED PANEL 5'-0" 1'-6" 8'-81/16" COORDINATE W/DOOR HEIGHT&CHAIR RAIL DETAIL IN ADHESIVE SEALANTTYPICAL EXTERIOR WLU ALL Cn 41 CUSTOM FIXED PANEL 2'-0" 3'-6" 7'-0" COORDINATE W/DOOR HEIGHT&CHAIR RAIL DETAIL '�-k�i+"'+''.<�i':`i ccrvsTaucnoN O Lj�. 1 x 5 CELLULAR P/C HEAD CASING/ '<}:�.._,ti ": ';:y°'.c: N 42 CUSTOM FIXED PANEL T-O" T-6" T-0" COORDINATE W/DOOR HEIGHT&CHAIR RAIL DETAIL 1 x5 CELLULAR PVC JAMB CASING, -- 12'BLUE BOARD W/VENEER r RASTER ISMCOTHy PAINTED UNPAINTED 242 CUSTOM FIXED PANEL 5'-0" 1'Fi" 8'-8 1/16" COORDINATE W/DOOR HEIGHT 8 CHAIR RAIL DETAIL - 243 CUSTOM FIXED PANEL 5'-0" 11-6" 8'-81116" COORDINATE W/DOOR HEIGHT&CHAIR RAIL DETAIL -- HEADER W/I°RIGIDINSUL - SEE STRUCTURAL DRAWINGS SELF ADHESIVE MEMBRANE FLASHING NOTE:ALL INTERIOR WINDOWS GLAZING WILL BE TEMPERED BPCER ROD AND SEALANT PER TITLE: WINDOW MPNUFACN CASING,SING.PAINTED WINDOW LNSTDOW NS SCHEDULE, CLAD WOOD WINDOW-SEE WINDOW SCHEDULE.MANUFACTURERS INSTRUCTIONS FI INSTALLED PER DETAILS & MLL VOIDS W/LOW RISE - EXPANDING FORM INSUL. ELEVATIONS 2 Window-Typ Head/Jamb Detail 311 = 1 1-10 n DATE ISSUED: 02.12.2018 REVISIONS: CLAD WOOD WINDOW-BEE`MNDOW SCHEDULE, NO.DESCRIPTION DATE INSTALLED PER MANUFACTURERS INSTRUCTIONS 45 POPLAR STOOL W/FULL SELF ADHESIVE MEMBRANE BULL NOSE.PAINTED FLASHING ON TAPERED$HIM-TURN LP 1°MIN AT JAMBS FILL VOIDS W/LOW RISE EXPANDiNG FOAM INSUL POPLAR APRON AT WINDOW 1YPE C.FAMED BACKER ROD AND SEALANT PER WINDOW MANUFACTURER'S 9 - _ INsmucnaNs DRAWN BY: CELLULAR PVC SILL,UNPAINTED - Autrx)r SUBWAY TILE BACJGRASH SCALE:. 3�� 0 7 L-ou 1 x 5 CELLULAR PVC APRON, AND COMAN COUNTERTOP 1 UNPAINTED AT WINDOW TYPE D DRAWING NO.: 12'BLUEBOARDW/VENEER ,.. RMTER(SMCOn4 PAINTED Window-Typ Sill Detail A9. 3 r STAMP: GENERAL FOUNDATIONS CAST-IN-PLACE CONCRETE BEAM SCHEDULE ; 'a. B'FRAMING MEMBER SIZE �}M OF I. ALL CONSTRUCTION REWIRED OF THE CONTRACTORS BY THE CONTRACT DOCUMENTS SHALL BE 1. NO GEOTECHNICAL REPORT I5 AVAILABLE AS OF THE ISSUE DATE OF THESE DRAWINGS. ALL SOIL DESIGN 1. ALL CONCRETE SHALL BE PROPORTIONED,MIXED AND PLACED CONFORMING TO CURRENT AMERICAN QUANTITY(PLYS) 'C"TYPE(-IF OMITTED) "u/ PERFORMED IN ACCORDANCE WAIN THE GOVERNING BUILDING CODE AND DSHA REGULATIONS, PARAMETERS ASSUMED ON THESE DRAWINGS SHALL BE CONFIRMED IN THE FIELD BY A GE TECHNICAL CONCRETE INSTITUTE(AG)301,304 AND 308 STANDARDS. THE FOLLOWING CONCRETE MIX DESIGNS 'A'LOCATION •D•7REATMENI SUPPLEMENTED BY THE CONTRACT DOCUMENTS THE GOVERNING BUILDING CODE USED IN THE ENGINEER LICENSED IN THE COMMONWEALTH OF MASSACHUSETTS PRIOR TO CONSTRUCTION OF ANY SHALL BE SUBMITTED FOR REVIEW: 1LLJJL.. (NONE IF OMITTED) '- X. STRUCTURAL DESIGN IS THE INTERNATIONAL BUILDING CODE 2015(IBC)PATH MASSACHUSETTS FOOTINGS. THE GEOTECHNICAL ENGINEER SHALL ALSO ISSUE A REPORT SUMMARIZING THE FINDINGS AND EXAMPLES: D82210_IV t 4 n AMENDMENTS ALL WORK SHALL ALSO BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE SUBMIT THE SAME TO THE OWNER,ARCHITECT.STRUCTURAL ENGINEER AND BUILDING DEPARTMENT PRIOR A FOOTINGS.FOUNDATION WALL S.COCOON PIERe H328=3=3-PLY,2xB,HEADER F8214L=2-PLY,14'LA,FLUSH BEAM TOWN OF BARNSTABIE BUMING DEPARTMENT• TO CONSTRUCTION. DB2210-PT=2-PLY,2.10,PRESERVATIVE TREATED.DROP BEAM � P 28-DAY STRENGTH(MIN) 3,000 PSI mMfi' 2 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE CIVIL ARCHITECTURAL MECHANICAL 2. THE STRUCTURAL FOUNDATION PLAN IS BASED UPON THE FOLLOWING PRESUMPTIVE SOIL COARSE AGGREGATE(MAX) '' MARK"A• LOCATION MARK'C TYPE ' ELECTRICAL AND SPECIFICATIONS. A. DEFINED IN THE REFERENCED GEOTECHNICAL REPORT: AIR ENTRAINMENT 6%(i17) A BEARING CAPACITY 2,000 PSF SLUMP S.(f1') H HEADER L LVL 3. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD,AND ANY DISCREPANCIES SHALL BE ACTIVE EARTH PRESSURE 40 PCF DB DROP BEAM LS LSL BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION BEFORE PROCEEDING WITH THE C.B.AT-REST EARTH PRESSURE 60 PCF B.INTERIOR SLAB-ON-GRADE(NO AIR) FEE FLUSH BEAM P PSL AFFECTED PORTION OF THE WORK. 3. ALL FOOTINGS SHALL BE CARRIED DOWN TO A MINIMUM 6'LAYER OF COMPACTED CRUSHED STONE OVER 4. DO NOT SCALE DIMENSIONS OR ELEVATIONS FROM DRAWINGS. THE CONTRACTORS SHALL REQUEST,FROM FILTER FABRIC Qg STRUCTURAL FILL,PLACED UPON UNDISTURBED MATERIAL OR UNDISTURBED MATERIAL 28-DAY STRENGTH(MIN) 3,500 PS FEB RIDGE BEAM GL GLU-LAM THE ARCHITECT/ENGINEER.NECESSARY DIMENSIONS AND ELEVATIONS NOT SHOWN ON THE CONTRACT CONFORMING TO THE REQUIRED MINIMUM BEARING CAPACITY UNLESS NOTED OTHERWISE ON THE COARSE AGGREGATE(MAX) '• VB VALLEY BEAM DOCUMENTS DRAWINGS NO FOOTINGS SHALL BE PLACED UNTIL THE BEARING VALUE OF THE SOIL ENCOUNTERED IS SLUMP CERTIFlED SY A PROFESSIONAL GEOTECHNICAL ENGINEER LICENSED IN THE COMMONWEALTH OF 5. UNLESS OTHERWISE NOTED,DETAILS SHOWN ON ANY DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR MASSACHUSETTS. G EXTERIOR SLAB-ON-GRADE MARK•D' TREATMENT -ALL SIMILAR CONDITIONS PT PRESERVATIVE TREATED 4. STRUCTURAL FILL SHALL BE DEFINED AS FILL MATERIAL USED TO SUPPORT BUILDING FOUNDATIONS AND 20-DAY STRENGTH(MIN) 4,000 PS - 6. CONSTRUCTION PROCEDURES.BRACING,MEANS,METHODS,AND SAFETY PRECAUTIONS ARE THE SOLE SLABS STRUCTURAL FILL SHALL CONSIST OF WELL GRADED SAND AND GRAVEL AND GRAVELY SAND. COARSE ACCREGATE(MAX) V' W WOLMANIZED RESPWSIBILITY OF THE GENERAL CONTRACTOR OR SUBCONTRACTOR DOING THE WORK.THESE DRAWINGS FREE FROM ICE SNOW,ROOTS,SOD,RUBBISH,AND OTHER OBETERIOUS OR ORGANIC MATTER. AIR ENTRAINMENT 6%(i1� CONVENTIONAL LUMBER ENGINEERED LUMBER CONSULTING ARE REPRESENTATIVE OF THE COMPLETE STRUCTURAL SYSTEM. STRUCTURAL FILL SHALL CONFORM TO THE MATERIAL GRADATION SPECIFICATION AS SHOWN: 2 THE SLUM OF PLASTICIZERS,RETARDANTS AND OTIiQt tA001TIVE5 SHALL BE AT THE OPTION of THE 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES,ANY PERMITTING SIEVE SIZE PERCENT FINER BY WEIGHT MARK'B" QUANTITY-SIZE MARK'B" QUANTITY-SIZE STRUCTURAL AGENCIES,AND'DIG-SAFE-(1-BBB-344-7233)AT LEAST 72 HOURS IN ADVANCE OF ANY WORK THAT Np^4 130 95 CONTRACTOR SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER. FOLLOW THE 226 (2)-2x6 27 (2)-1�"x7Y ENGINEER, INC. WILL REWIRE EXCAVATION. RECOMMENDATIONS OF THE MANUFACTURER FOR THE PROPER USE OF ADDITIVES. THE USE OF CALCIUM 326 (3)-2x6 37 (3)-I''x7Y' NO.40 IG-50 CHLORIDE OR OTHER CHLORIDE BEARING SALTS SHALL NOT BE PERMITTED. 336 Baker Avenue NO.200 0-10 128 (1)-2x8 29 (2)-L9i"x9Y' 3. CURING OF SLABS SHALL COMPLY WITH THE RECOMMENDATIONS OF ACI 308. PROVIDE 7 DAY CURING OF Concord,-rn 01742 DESIGN LOADS 5. BASE COURSE SAND AND GRAVEL FILL SHALL PEC BE USED IMMEDIATELY BENEATH SIBS AND SHALL 328 (2)-2x8 1 (3)-'4'XII" www.cse-ma.com CONFORM TO THE MATERIAL GRADATION SPECIFICATION AS SHOWN: SLABS IMMEDIATELY AFTER FINISHING USING ONE OF THE FOLLOWING METHODS: 328 (})-2x8 112 (I)-1�xili$ 1. DESIGN DEAD LOADS: A CONTINUOUSLY WATERED BURLAP E SIEVE SIZE PERCENT FINER BY WEIGHT B.WATERPROOF MEMBRANES A FLAT ROOF AREAS 20 PSF 1210 (1)-2x10 212 4 En. 100 C.SPRAYED-.ON UOUID MEMBRANE 221D (2)-2x10 312 (3)-I•)�Atib• >4 in. 50-8s 3210 (3)-ZxIO 412 (4)-I-Y;xn%• ISSUED B.SLOPED ROOF AREAS 20 PSF C.FLOOR 20 PSF NO.4 40-75 4. PROTECT THE CONCRETE SURFACE BETWEEN FINISHING OPERATIONS ON HOT.DRY DAYS OR ANY OTHER 1212 (1)-2x12 314 (3)-I�x1a' FOR N0.10 30-60 TIME THAT PLASTIC SHRINKAGE CRACKS COULD DEVELOP BY USING WET BURLAP,PLASTIC MEMBRANE OR _ 2 UVE LOADS: N0.00 1 pp FOGGING.PROTECT CONCRETE SLAB AT ALL TIMES FROM RAIN,HAIL OR OTHER INJURIOUS EFFECTS 2212 (2)-202 220 (2)-I�;aD' PERMIT A UNINHABITABLE ATTIC(NON-STORAGE) 10 PSF NO.200 2-10 5. HOT WEATHER CONCRETE INSTALLATION AS DEFINED BY AG 305 SHALL BE PERFORMED IN ACCORDANCE 321T (3)-2x12 02 02 201 8 B.UNINHABITABLE ATTIC(STORAGE) 20 PSF WITH Ad 3DS. 4212 (4)-Z02 - - G L L LJ C.RETAIL 100 PSF ..6. ELEVATIONS AND DEPTHS INDICATED ON THE PLAN ARE TO THE ESTIMATED BOTTOM OF FOOTINGS D.STAIRS AND EXIT WAYS 100 PSF BOTTOM OF FOOTING ELEVATIONS ARE MINIMUM DEPTHS,AND ARE NOT TO BE CONSTRUED AS UMITING IN 6. COLD WEATHER CONCRETE INSTALLATION AS DEFINED BY AG 306 SHALL BE PERFORMED IN ACCORDANCE ANY WAY THE AMOUNT OF EXCAVATION REQUIRED TO REACH GOOD BEARING. NO FOOTING ELEVATIONS WITH ACI 306. PROVIDE MINIMUM 5-DAY FROST PROTECTION FOR CONCRETE PLACED AND/OR CURED IN 3. SNOW LOADS: SHALL BE ADJUSTED WITHOUT THE WRITTEN AUTHORIZATION OF THE ENGINEER COLD WEATHER CONDITIONS POST SCHEDULE A GROUND SNOW LOAD:(p) 30 PSF 7. NO FOOTINGS SHALL BE PLACED IN WATER OR ON FROZEN GROUND. THE FOLLOWING MINIMUM FOOTING 7. CAST-IN-PLACE CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: ���� B.FLAT ROOF SNOW LOAD;(pH) 25 PSf DEPTHS ARE REQUIRED AS MEASURED FROM THE TOP OF ADJACENT GROUND SURFACE OR SLAB TO THE NARK SIZE POST CAP POST BASE F--- C.SLOPED ROOF:(p.) 25 PSF BOTTOM SURFACE OF FOOTING: A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' _ _ z D.SNOW DRIFT AS REWIRED PER ISLE 7-10 B.CONCRETE EXPOSED TO EARTH OR WEATHER: P224 (2)-2x4 CWC INTERIOR(HEATED) 12 INCHES c.NO.5 BAR,W31 OR 031 WERE AND SMALLER 1Jf• G LL 4. WIND LOADS: EXTERIOR(UNHEATED) 4 FEET P324 4".., - - 8. PROVIDE AND INSTALL NECESSARY TIE BARS,SPACER BARS,CHAIR BARS,AND BOLSTERS AS REQUIRED W W A ANALYSIS PROCEDURE ASCE 7-DIRECTIONAL PROCEDURE B. SLAB-ON-GRADE SHALL HAVE A BASE COURSE OF NOT LESS THAN 6'IN THICKNESS THAT CONSISTS OF TO MAINTAIN STEEL IN A RIGID POSITION PRIOR TO PLACING CONCRETE ALL SUPPORTS AND _ _ O PART I BASE COURSE FILL OR CRUSHED STONE WHERE THE PROJECT GEOTECHNICAL REPORT DEFINES A SLAB P424 J V) LC� ACCESSORIES SHALL CONFORM TO REQUIREMENTS OF CRSI'RECOMMENDED PRACTICE FOR PLACING B.BASE C WIND SPEED;(V) 140 MPH BASE COURSE THE MORE STRINGENT SHALL APPLY. REINFORCING BARS•. P226 - - W L0 C.RISK CATEGORY II D.EXPOSURE B 9. THE CONTRACTOR SHALL CARRY OUT CONTINUOUS PUMPING OF GROUND WATER IF NECESSARY UNTIL g, WHERE CONTINUOUS BARS ARE CALLED FOR,INDICATED,OR REQUIRED,THEY SHALL BE RUN LLB E INTERNAL PRESSURE COEFFICIENT;(GCd 30.18 FOUNDATIONS PLACED BELOW THE NATURAL GROUND WATER LEVEL HAVE CURED FOR AT LEAST 3 DAYS. CONTINUOUSLY AROUND CORNERS,LAPPED AT NECESSARY SPLICES,SPLICES STAGGERED,WHEREVER P326 - - F.COMPONENTS AND CLADDING AS REQUIRED PER ASCE 7-10 POSSIBLE,AND HOOKED AT DISCONTINUOUS ENDS _j F E. 10. ALL UTILITIES CROSSING FOUNDATION WALLS SHALL GENERALLY CROSS AT 90 DEGREES TO THE WALL P66AC/CPC/ACE(NOTE�2) ABU66(NOTE p.T) -3 ~5. EARTHQUAKE LOADS: UNE WHERE UTILITY CROSSING ELEVATIONS ARE IN CONFUCT WITH THE FOOTING OR WITHIN 24•BELOW 10. REINFORCING STEEL SHALL BE NEW BILLET STEEL IN ACCORDANCE NTH ASTM A615,GRADE 60. ALL Q W Q 1HE BOTTOM OF FOOTING,THE FOOTING SHALL BE STEPPED DOWN SUCH THAT THE UTILITY CROSSES DETAILS SHALL BE IN ACCORDANCE WITH Ad DETAIL STANDARD ACI 315. `O A RISK CATEGORY II THROUGH 7HE FOUNDATION WALL C4 O.D. CP-A SEE A/50.5 BP-A,SEE A/SO.S U WB.SEISMIC IMPORTANCE FACTOR:(1.) 1.0 11. WELDED WIRE FABRIC SHALL CONFORM M ASTM AI8,5 SPECIFICATIONS FOR WELDED STEEL WIRE FABRIC PIPky C z 04 C SITE CLASS D 12. FOUNDATION WALLS SHALL BE BACKFIU.D EQUALLY ON BOTH SIDES UP TO THE LOW SIDE FINISH GRADE ANDPLACED IN ACCORDANCE WITH THE WELDED STEEL WERE INSTITUTE CB fP-B,SEE B/SO.5 BP-B,SEE B/50.5 W L D.SEISMIC DESIGN CATEGORY 8 UNBALANCED BACKFILL ON BASEMENT FOUNDATION WALLS IN EXCESS OF 4 FEET SHALL NOT BE COMPLETED UNTIL THE FIRST FLOOR LEVEL OF FRAMING HAS BEEN CONNECTED TO THE POST SCHEDULE NOTES: E.SPECTRAL RESPONSE ACCELERATION;( 0.152 12 CONSTRUCT FORMS TO CONFORM TO SHAPE NORM,UNE AND GRADE REWIRED,AND TO MAINTAIN O J F.SPECTRAL RESPONSE ACCELERATION;(Q 5� 0.055 FOUNDATION WALL AND FLOOR DIAPHRAGM SHEATHING NAILED IN PLACE THE FILL SHALL BE SUFFICIENT RIGIDITY TO PREVENT DEFORMATION UNDER LOAD WITHIN TOLERANCES SPECIFIED IN ACI 117. C z G.SPECTRAL RESPONSE COEFFICIENT;(S� 0.162 PLACED IN LOOSE UFTS NO MORE THAN 6'IN THICKNESS WHEN COMPACTED WITH SMALL HAND G H.SPECTRAL RESPONSE COEFFICIENT,(5^J 0.088 MANIPULATED MACHINES AND NO MORE THAN 12•IN AREAS WHERE LARGE VIBRATORY COMPACTORS ARE 13. EXPOSED TO VIEW CONCRETE FINISH SHALL BE A SMOOTH FORM FINISH IN ACCORDANCE WITH AG 1. "-PT'ADDED TO THE POST NARK INDICATES A PRESSURE TREATED POST. O m N �' I. AN PROCEDURE EQUIVALENT LATERAL FORCE USED.BACKFIWNC AGAINST FOUNDATION WALLS SHALL NOT BE PERMITTED WITHIN 7 DAYS OF CONCRETE REQUIREMENTS CONCEALED CONCRETE SURFACES MAY BE A ROUGH FORM FINISH. ALL FINISHES SHPJl 2 CAPS NOT REQUIRED FOR POSTS WITIIIN WALLS UNLESS SPEGFlCALLY NOTED -0 LLI PLACEMENT UNLESS FIELD TESTING INDICATES AN ACHIEVED COMPRESSIVE STRENGTH OF AT LEAST 75% BE COORDINATED WITH ARCHITECTURAL FINISH REOUIRETMENTS. ON THE PLAN. J.SEISMIC FORCE RESISTING SYSTEM: UGHT FRAMED WALLS n/WSP OF THE SPECIFIED STRENGTH(fc)AT 28 DAYS. 3. ABU BASES ARE REQUIRED ONLY AT POSTS BEARING DIRECTLY ON CONCRETE (,/� V) ORDINARY MOMENT FRAME PROVIDE TYPE BC OR BCS WHERE THE POST 15 SUPPORTED BY A BEAM. r- O 14. ALL INTERIOR SLABS SHALL RECEIVE A STEEL TROWEL FINISH AND ALL EXTERIOR STABS SHALL RECEIVE BASES NOT REQUIRED FOR POSTS WITHIN WALLS UNLESS SPECIFICALLY NOTED K RESPONSE MODIFICATION COEFFICIENT,(R): 3.0(LIGHT FRAME WALLS) A BROOM FINISH. FINISHING OF SLAB SURFACES SHALL COMPLY WITH THE RECOMMENDATIONS OF Ad W 3.0(OMF.NOT DETAILED)ALLS ADHESIVE AND MECHANICAL ANCHOR SYSTEMS 3021 AND 304. ON THE PLAN. O L0 L DEFLECTION AMPLIFICATION FACTOR;(C�: 4.0(LIGHT FRAME WALLS) 3.0(OMF,NOT DETAILED) 1 ALL ADHESIVE AND MECHANICAL ANCHORS SHALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE 13 INTERIOR SLABS-ON-GRADE SHALL BE PLACED ON A 10 MIL(MIN)POLYETHYLENE VAPOR BARRIER HOLDOWN SCHEDULE 0- N M.SEISMIC RESPONSE COEFFICIENT.(C.): 0.0236(LIGHT FRAME WALLS) (ewNsunpsonanchms.com)OR AN APPROVED SUBSTITUTE ALL SPEGFlCATIONS AND RECOMMENDATIONS HAVING ALL SEAMS LAPPED NOT LESS THAN 6'. VERIFY VAPOR BARRIER THICKNESS WITH 0.0540(OMF,NOT DETAILED) ARCHITECTURAL DRAWINGS FOUNDATION ANCHORAGE(L.) POST O r N.DESIGN BASE SHEAR;(V}. 3.0 K(UGHT FRAME WALLS) ARE AS OUTLINED IN TIHE SIMPSON'ANCHORING AND FASTENING SYSTEMS'TECHNICAL MANUAL LATEST 6.5 K(DINE,NOT DETAILED) EDITION. 16. CONTRACTION JOINTS SHALL BE USED TO DIVIDE SLABS-ON-GRADE INTO RECTANGULAR PANELS NOT HOLDOWN 2. ALL ADHESIVE AND MECHANICAL ANCHORS SHALL BE LOCATED TO MEET MINIMUM EDGE AND END EXCEEDING 400 SF(20'X20')UNLESS OTHERWISE NOTE)ON THE CONTRACT DRAWINGS. JOINTS MAY BE MARK TYPE POSE INSTALLED d SHOP DRAWINGS DISTANCES SPECIFIED FOR THE INSTALLATION LOCATION ENCOUNTERED IN THE FIELD. ALL ANCHORS SAWED AS SOON AS PRACTICAL NOT TO DAMAGE CONCRETE AND SHALL BE SAWED NO LATER THAN 24 CAST-IN STEM WALL Z:4 WALL 1s6 WALL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ALL MANUFACTURER'S RECOMMENDATIONS AND HOURS AFTER CONCRETE PLACEMENT. DIA EMBEDMENT EMBEDMENT 1. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHIIECT/ENCINEER WITH THE GENERAL CONTRACTOR'S PROCEDURES. 17. SCREED FLOORS LEVEL'MAINTAINING SURFACE FLATNESS AND LEVELNESS TOLERANCES IN HDU2 HDU2 SB94x24'(18') 9§',0 (187 (3�•) (2}2x4 a TIC; REVIEW STAMP AND SIGNATURE SHOP DRAWINGS SUBMITTED TO THE ENGINEER WITHOUT FIRST BEING 3. WHERE ADHESIVE AND MECHANICAL ANCHORS ARE SPECIFIED TO BE ANCHORED INTO SOLID CONCRETE ACCORDANCE W1TI1 THE FOLLOWING: STAMPED AND SIGNED BY THE GENERAL CONTRACTOR SHALL BE RETURNED WITHOUT BEING REVIEWED BY WALLS,SLABS,BEAMS AND/OR ANY OTHER STRUCTURAL CONCRETE,EXISTING OR PROPOSED,THE A SLABS-ON-GRADE PLACE TO Y.•IN 10 FEET. HDU4 HDU4 589ex24'(18') 91i'0 (18•) (33:') (2)-2x4 THE ENGINES. SHOP DRAWINGS SHALL BE ORIGNAL DRAWINGS CONTAINING NO REPRODUCTIONS OF ANY CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 3,000 PSI.ARCHITECT/ENGINEER PREPARED DOCUMENTS FABRICATION SMALL ONLY BE MADE FROM SHOP 18. SLAB-ON-GRADE CONSTRUCTION,XXNTS SIHALL BE KEYED JOINTS AND UTILIZED AS CONTRACTION JOINTSDRAWINGS THAT HAVE THE ENGINEER'S SIGNED REVIEW STAMP DENOTING NO CORRECTIONS ARE 4. ALL BORE HOLES INTO THE ANCHORAGE BASE SHALL BE DRILLED WITH A CARBIDE BIT,CLEANED WITH WHEN APPROPRIATE CONSTRUCTION JOINTS SHALL BE SAWGUT I HE SAME AS WOULD A CONTRACTIONHDUS HDUS 58 4"(18") 'j§'0 (18") (5") (2)-2x4 STRUCTURAL In A 1 REWIRED. AT A MINIMUM,THE FOLLOWING SHOP DRAWINGS SMALL BE PREPARED AND SUBMITTED BY PRESSURIZED AIR AND A WIRE BRUSH THE DIAMETER AND TYPE OF DRILL BIT SHALL BE AS SPECIFIED 'ANT GENERAL NOTES Hrn nOWN SCHEDULE NOTES: THE GENERAL CONTRACTOR FOR REVIEW: IN THE SIMPSON'ANCHORING AND FASTENING SYSTEMS'TECHNICAL MANUAL LATEST EDITION. 19. CONSTRUCTION SEALANT SHALL BE SIKAFLEX 1A AS MANUFACTURED BY SIKA CORPORATION OR AN A CONCRETE MIX DESIGN ANCHOR SELECTION SHALL BE AS FOLLOWS,UNLESS NOTED OTHERWISE APPROVED SUBSTITUTE 1. HOLDOWNS ARE AS MANUFACTURED BY SIMPSON STRONG-TIE CO.(ew xttr qti c.) AND SCHEDULES 5. B.CONCRETE REINFORCEMENT 2. CASE-IN ANCHORS IN SCHEDULE INDICATE SIMPSON'SB"ANCHOR BOLTS REFER TO TYPICAL DETAILS G COLDMOT WEATHER CONCRETING PROCEDURES A ADHESIVE ANCHOR FOR'HE SCHEDULEDTIONAL INFORMATION.DICATEASTMI D.PREFABRICATED WOOD TRUSSES 3. POST N ALLEDUAN HORS IN SCHEDULE LE IN ICATE ANCHOR RODS. E ENGINEERED WOOD FRAMING c.CONCRETE AT,SET-XP 4. POST INSTALLED ANCHORS IN SCHEDULE INDICATE ANCHOR RODS INSTALLED USING SIMPSON'AY F.WOOD CONNECTION HARDWARE(HOLDOWNS,STRAPS,CUPS,ETC.) ADHESIVE ANCHORING SYSTEM. G.PREFABRICATED WALL PANELS(IF USED) B.MECHANICAL ANCHOR 5. 'L."IN SCHEDULE INDICATES EMBEDMENT LENGTH. REFER TO TYPICAL DETAILS FOR ADDITIONAL H.STRUCTURAL STEEL INFORMATION. REFER TO MANUFACTURER REQUIREMENTS FOR PLACEMENT DIMENSION BETWEEN POST AND DATE ISSUED: a.CONCRETE WEDGE-ALL STRONG-BOLT,TITEN HD ANCHOR ROD. 02,02.2018. 2 ALL DIMENSIONS AND CONDITIONS SHALL BE VERIFIED IN THE FLED PRIOR TO SUBMISSION OF SHOP REVISIONS: DRAWINGS. 3. REVIEW OF THE SHOP DRAWINGS BY THE ARCHITECT/ENGINEER DOES NOT RELIEVE THE CONTRACTORS FROM CONFORMING TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. , SHEARWALL SCHEDULE 4. PROPOSED CHANCES,SUBSTITUTIONS OR DELETIONS MADE BY THE CONTRACTORS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER IN WRITING FOR REVIEW AND COMMENT PRIOR 70 THEIR INCORPORATION IFASTENER FASTENER 6LOCG RIM JGSL/BLOCKUNG TO TOP PLATE(SEE NOTE�3) 1W PLATE SILL PLATE ATTACHMENT SIXE PIE ALLOWABLE CAPACITY INTO THE PROJECT. CHANGES SUBSTITUTIONS OR DELETIONS WHICH HAVE NOT BEEN REVIEWED BY THIS SIIEATIHINC STUD FAGS FASTENER NG FIELD NAILING MEMBERS ATATTACHMENT FOOTING SCHEDULE MARK TYPE SPACING SHEATHED �� SPLICEPROCEDURE WALL BE CONSIDERED UNACCEPTABLE (F.N. ppNF1 EDGES IFNGIli NAILING A35 CLIP LTP4 CUP HGA10 CUP BOLTS WASTERS JSi OR BLK LOADING LOADING S. RECORD SETS OF SUBMITTALS,INCLUDING SHOP DRAWINGS,SAMPLES,DATA.AND CERTIFICATES.SHALL MARK SIZE REINFORCEMENT REMARK SW-6/ Bd COMMON AB-1 BE MAINTAINED IN THE FIELD OFFICE BY THE GENERAL CONTRACTOR. 0ax:wxxow x�wq _ t6d O 6'O.C. BOTTOM TOP PSW-6 'Si CUSP 16'O.C. WE (0.131'zDf) 6'Q.G 12'O.C. 2x (TOE) N/A N/A N/A 48' 48'O.C. 0.229'x3"aY t6d O 6•QC. 239 PLF 336 PLF 6. ERECTIONS SHALL ONLY BE MADE FROM SHOP DRAWINGS THAT HAVE BEEN SIGNED BY THE GENERAL SEE 1/SO.3,1/SO.4 AND SW_q/ x i 8d COMMONRAWN BY: CONTRACTOR AND STAMPED WITH ENGINEER'S REVIEW STAMP DENOTING'FURNISH AS SUBMITTED'. W20 CON1xZ'-0,02' 3-�4 CONE _ _ l6d®9'O.C. ,{ WSP 16"O.C. ONE (0.131'xZYe) 4'O.G 1Y D.C. 2x N/A N/A N/A 48' �.O Co. 0.229•x3"xJ" 16d 0 4.O.C. 350 PLF 490 PLF �P 3/50.4 PSW-4 (TOE) F20 PROJECT#: 2'-0"0(BF 24) - _ BIG FOOT TYPE FOOTING OR 16d 0 Y D.C. 04890 SIMILAR;SEE 3/SD.3 SW-3/ % WSp 16"O.C. TWO Bd COMMON 3.O.G 12"D.C. yE (DIRECT TO 9.O.C. 12'O.C. 16.O.C. 48' AB-I 0 0.Z29•x3•x3• l6d 0 3.O.C. 902 PLF 1260 PLF PSW-3 (0.131'xZX� BLK ON WALL 18"O.C. DRAWING NO.: F3.SA 3'-6'x3'-6•xl2" 4-Q4 EW. _ SEE 5/SOLE PLATE) r. SHEAR WA L XHEDUlF NOTES; 1. REFER TO THE TYPICAL DETAILS AND GENERAL NOTES FOR ADDITIONAL INFORMATION REGARDING,REM JOIST/BLOCKING/DRAG TRUSS FASTENING,TOP PLATE SPLICE.AND ANCHOR BOLT SCHEDULE n O t Z. WALLS MARKED"PSW'SHALL BE CONSTRUCTED IN ACCORDANCE PATH THE TYPICAL PERFORATED SHEAR WALL DETAIL J 3. ONLY ONE(1)OF THE USTED RIM JOIST/BLOCKING TO TOP PLATE ATTACHMENT METHODS IN THE TABLE IS REQUIRED TO BE USED. L r STAMP: STRUCTURAL TESTING AND INSPECTION 7. ALL CONNECTIONS WITHIN THE LATERAL FORCE RESISTING SYSTEM(LFRS)SHALL BE DESIGNED BY WOOD CONSTRUCTION NOTES PREFABRICATED WOOD TRUSSES ABBREVIATIONS THE FABRICATOR AT EACH LOCATION INDICATED ON THE CONTRACT DRAWINGS, THE CONNECTIONS _`TWOF ARE NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE(R=3). 1. EXTERIOR WALL SHEATHING: 1. MANUFACTURER SHALL FURNISH INDIVIDUAL TRUSS DESIGN DRAWINGS AND A TRUSS PLACEMENT DIAGRAM AS ANCHOR BOLT V� 1. THE OVER STRUCTURAL TESTS AND INSPECTIONS IDENTIFIED N THESE DRAWINGS SHALL BE PERFORMED BY E• ,yr T. APPROVED INDEPENDENT TESTING AND INSPECTION AGENCIES(AGENCY)UNDER THE SUPERVISION OF A.THE CONTROLLING CONNECTION FORCES SHOWN ON THESE DRAWINGS ARE DUE TO WINO BEARING THE SEAL R I PROFESSIONAL STRUCTURAL ENGINEER LICENSED IN THE COMMONWEALTH IT AR ABOVE RODMSH FLOOR PROFESSIONAL ENGINEERS UCENSED IN THE COMMONWEALTH OF MASSACHUSETTS. ALL QUALITY LOADS IN EACH OF THE X AND Y AXIS OF THE BUILDING. ALL EXTERIOR WALL SHEATHING SHALL BE MINIMUM Tie THICK APA RATED WOOD STRUCTURAL PANEL MASSACHUSETTS. DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY BOTH THE ENGINEER AND ARCHITECT N ANCHOR RODY'1➢Oy 6' L' ASSURANCE DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE GOVERNING BUILDING CODE B. HE AXIAL CONNECTION AT THE ENDS OF TENSION AND COMPRESSION MEMBERS SHALL BE SHEATHING YATH A SPAN RATING OF 32 16 OR WALL-16,EXPOSURE 1.AT LEAST ONE SIDE OF ALL PRIOR TO FABRICATION. BUSS DESIGN DRAWINGS SHALL INCLUDE,BUT NOT BE LIMITED T0,THE NCH ARCHITECTURAL 60F THE AGENCY MUST PROVIDE A COPY OF RESULTS FROM ANY AND ALL TESTING AND INSPECTION OF THE DESIGNED TO DEVELOP THE FULL AXIAL LOAD INDICATED ON THE DRAWINGS THUS(P=zxK) EXTERIOR WALLS SHALL BE SHEATHED.SHEATHING SHALL BE ORIENTED WITH LONG SPAN OF THE SHEET REQUIREMENTS OF 2303.4.1.1 OF THE IBC AND THE FOLLOWING: N '• 4 w STRUCTURAL SYSTEM DIRECTLY TO THE REGISTERED DESIGN PROFESSIONAL FOR REVIEW. CONSULTING OR FOR THE ALLOWABLE TENSILE CAPACITY OF THE CONNECTED MEAGER(0.9 z Firz Ag), VERTICAL OR PARALLEL TO THE SUPPORTING SANDS WALL SHEATHING SHALL BE FASTENED WITH BO B/ BOTTOM 5 STRUCTURAL ENGINEER,INC.IS THE REGISTERED DESIGN PROFESSIONAL(RDP)FOR STRUCTURAL WHICHEVER IS LARGER. COMMON NAILS AS SHOWN ON THE TYPICAL EXTERIORB.SPAN,DEPTH,SLOPE AND SPACING OF TRUSSES. BFG BELOW SHEATHING ELEVATION. a BUILDING CODE USED FOR DESIGN. BFF BELOW FINISH FLOOR R °ro^ALEW' CONSTRUCTION GI THIS PROJECT. FINISH GRADE 8. THE MOMENT CONNECTION AT THE ENDS OF MOMENT FRAME BEAMS SHALL BE DESIGNED TO 2 ROOF DIAPHRAGM SHEATHING C.RESIGNED BEARING WIDTH. ELM BLOCK,BLOCKING Z. THE OWNER SHALL ENSURE THAT THE AGENCY HAS BEEN PROVIDED WITH CURRENT STRUCTURAL D.DESIGN LOADS AS SPECIFIED A ON THESE DRAWINGS. BM BEAM CONSTRUCTION DOCUMENTS,APPUCABLE SHOP DRAWINGS AND THE PROJECT GEOTECHNICAL REPORT. DEVELOP THE FULL MOMENT INDICATED ON THE DRAWINGS THUS(M=zxfT-K)OR FOR THE ROOF SHEATHING SHALL BE 46•THICK APA RATED WOOD STRUCTURAL PANEL WITH A SPAN RATING OF E.PLATE SIZE,TYPE,GAGE,AND LOCATION OF EACH PLATE BOT BOTTOM THE OWNER SHALL OBTAIN AND PAY FOR TESTS AND INSPECTIONS AS CALLED FOR HERE UNDER: ALLOWABLE MOMENT CAPACITY OF THE MEMBER(0.9 x Fy x Z). 32/16,EXPOSURE 1. SHEATHING SHALL BE ORIENTED WITH LONG SPAN OF THE SHEET PERPENDICULAR F.LUMBER SIZE SPECIES,AND GRADE BRG BEARING TO THE SUPPORTING MEMBERS AND VERTICAL SEAMS STAGGERED BY 4'-0"O.C.SHEATHING MUST BE G.LOCATION OF ANY REQUIRED CONTINUOUS BRACING OR BRACING FOR OUT-OF-PLANE WIND BTWN BETWEEN A.CONCRETE CONS1RUCnON 9. FLANGES AND WEBS OF BEAMS ARE TO BE PUNCHED WHERE REQUIRED TO RECEIVE WOOD CONTINUOUS BENEATH ALL OVERFRAMED ROOF AREAS OR DORMERS. LOADING. BLOCKING. TO RECEIVE WOOD BLOCKING,USE& DIAMETER HOLES 0 2'-0"O.C.AND SUPPLY J4• H.CALCULATED MAXIMUM DEFLECTION UNDER LIVE AND TOTAL LOADS. Gil CONTROL JOINT a.PRIOR TO PLACEMENT OF CONCRETE THE AGENCY SHALL VERIFY THE GENERAL ARRANGEMENT DIAMETER BOLTS WITH NUTS AND WASHERS. A FASTENING MINIM GENERAL ROOF AREA: Ed COMMON AT 6"O.C.ON SUPPORTED PANEL EDGES I. MAXIMUM AXIAL AND/OR BENDING STRESSES IN EACH TRUSS MEMBER. 0.G CEILING OF CONCRETE FORMS AND REINFORCING AS FOLLOWS: (EN)AND 6"O.C.ALL INTERMEDIATE SUPPORTS(FAN). J. TRUTIONS TRUSS CONNECTION AND TRUSS FIELD ASSEMBLY REQUIREMENTS INDICATING COL COLUMN 10. ALL STEEL UNLESS NOTED OTHERWISE,SHALL BE CLEANED IN ACCORDANCE WITH SSPC-SP3"POWER LOCATIONS AND DETAILS OF JOINTS ND/OR FIELD SPLICES. CONC CONCRETE •FORMWORK-SHAPE.LOCATION,DIMENSIONS,FORM SAVER COUPLERS AND EMBEDDED PLATES TOOL CLEANING"AND SHALL RECEIVE ONE COAT OF ZINC-RICH,RUST INHIBITIVE SHOP PRIMER APPLIED 3. ELOOR DIAPHRAGM SHEATHING K.MAXIMUM REACTION FORCE AND DIRECTION,INCLUDING MAXIMUM UPUFT REACTION FORCES WHERE •REINFORCEMENT-SIZE QUANTITY,CONDITION AND PLACEMENT. TO PRODUCE A DRY FILM THICKNESS OF 3 MILS. ALL STEEL SHALL BE PRIMED IN THE SHOP AND - APPLICABLE OB DROP BEN TOUCHED-UP IN THE FIELD FOLLOWING ERECTION,UNLESS NOTED OTHERWISE. PRIMER SHALL BE OMITTED L MINIMUM TRUSS-TO-SUPPORT CONNECRON REQUIREMENTS TO RESOLVE LISTED REACTIONS AT ON DOWN b.CONCRETE STALL BE SAMPLED AT THE POINT OF PLACEMENT FOR EACH SD YARDS(OR TO THE FOLLOWING LOCATIONS FLOOR SHEATHING SHALL BE Y"THICK ADVANTECH VIP+WOOD STRUCTURAL PANEL AS TRUSS BEARING POINTS. DWG DRAWING In PORTION THRALL OF CONCRETE PLACED. MANUFACTURED BY HUBER ENGINEERED WOODS LLC OR AN APPROVED SUBSTITUTE. PANELS SHALL M.FABRICATION TOLERANCE PER THE STANDARD. CONSULTING A.THOSE PORTIONS FIELD BE EMBEDDED IN CONCRETE WITH BE TONGUE LONG SPA GROOVE OF THE TYPE.ET PERPENDICULAR TO THE ATING OF PORTING SHEATHING MEMBERS AND VERTICAL SEAMSN. M REQUIRED ETIOD OF BRACING PERMANENT TO BE USED PER THE STTANDARD.BER DERNESS BRACING LOCATION AND THE EA EA HNC ANY PLACEMENT OF CONCRETE FOR THE FOLLOWING SHALL BE SAMPLED: B.WITHIN 3 IN. C FIELD WELDS,INCLUDING CO FIELD WELDED SEEN SANDS. STAGGERED BY 4'-0*D.C. FLOOR SHEATHING SHALL BE SET INHOUND ALL DIRECT EDGES N FASTENED VATH E DE ORMED SHANK A CONSTRUCTION ADHESIVE D.C. AS SPECIFIED HEREIN. FB EN �USHGE NAIL EAM(FLUSH TOP) ENGINEER,STRUCTURAL C.GALVANIZED SURFACES OF SUP-CRITICAL CONNECTIONS. SUPPORTING MEMEBERS AND FASTENED WITH Ed DEFORMED SHANK NAILS AT A MAXIMUM 6"O. 2 DESIGN,MANUFACTURE AND SUPPLY WOW TRUSSES AS SHOWN ON THE CONSTRUCTION DOCUMENTS AND •FOUNDATION WALLS D.GALVANIZED MEMBERS NOT SCHEDULED TO RECEIVE FINISH PAINTING. E MEMBERS TO RECEIVE SPAY-ON-FIREPROOFING;DELETE ALL NON-COMPATIBLE PRIMERS. ANY FN FIELD NAIL 1 THE FOLLOWING TESTS SHALL BE MADE: REMAINING PRIMERS AND SPAY-ON-FIREPROOFING SHALL BE COMPATIBLE FOR BOND STRENGTH. 4. ALL NON-BEARING PARTITIONS PARALLEL TO FLOOR TRUSSES SHALL BE SUPPORTED AT THEIR BASE BY 3 TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE NATIONAL DESIGN STANDARD FOR METAL PLATE FNDN FOUNDATION 336 Baker Avenue •VERIFY PLANT BATCH TICKET IS IN CONFORMANCE MTN APPROVED MIX DESIGN. 11. ALL PRIMER/PAINT PRODUCTS AND COLORS SHALL BE SELECTED IN ACCORDANCE WITH THE A FLOOR TRUSS DIRECTLY UNDER THE PARTITION OR WHERE THE PARTITION FALLS BETWEEN FLOOR CONNECTED WOOD TRUSS CONSTRUCTION(ANSI/TPI 1)AND WHERE ANY APPUCABLE DESIGN FEATURE IS FOG FACE OF CONCRETE Concord,MA 01742 •SLUMP TESTS SHALL BE IN ACCORDANCE WITH ASTM C143. ARCHITECTURAL PAINT SPECIFICATION AND SUBJECT TO TIE OWNER'S APPROVAL TRUSSES,2x4 BLOCKING AT A SPACING NOT TO EXCEED 24'O.C.BENEATH THE WALL ABOVE 2x4 NOT SPECIFICALLY COVERED HERON,DESIGN SHALL BE IN ACCORDANCE WITH THE APPUCABLE FOS FACE OF SAND Www.cse-ma.crom •AIR CONTENT TESTS SHALL BE IN ACCORDANCE WITH ASTM C231. BLOCKING SHALL BE SUPPORTED BY CONTINUOUS Zx LEDGERS ALONG THE FLOOR TRUSS WITH JOIST PROVISIONS OF THE LATEST EDITION OF THE AMERICAN FOREST&PAPER ASSOCIATION'S(AF&PA'S) FS FAR S1DE HANGERS NATIONAL DESIGN SPECIFICATION NOS FOR WOOD CONSTRUCTION AND ALL APPLICABLE REQUIREMENTS FT FLOOR TRUSS •CYLINDER TESTS SHALL BE IN ACCORDANCE WITH ASTM C39. A MINIMUM OF 4 CYLINDERS 72 DO EXPOSED NOT TO WEATHER L MOISTURE WHETHER NOTED AS SUCH IN THE CONTRACT ( ) FTC FOOTING SHALL DOCUMENTS OR NOT,SHALL T GALVANIZED CONFORMING TO ASTM A123,CLASS G60 SPECIFICATIONS OF THE IBC. 5. ALL POSTS SHALL BE CARRIED GOWN TO FOUNDATIONS. JOIST CAVITIES WITHIN THE FLOOR THAT FALL IN BE CAST. BREAKS SHOULD BE MADE 7 DAYS(I),28 DAYS(2).THE FOURTH CYLINDER FOR STEEL SECTIONS AND ASTM P153,CLASS C FOR BOLTS AND THREADED ROD.SHALL LINE WITH POSTS SHALL BE BLOCKED SOLID BETWEEN THE TOP OF THE SUPPORT BELOW TO THE 4. TRUSS PROFILES,IF ANY,ILLUSTRATED ON THE DRAWINGS ARE PROVIDED TO INDICATE GENERAL TRUSS HB HIP BEN ISSUED BE HELD FOR 56 DAYS IF INSUFFICIENT RESULTS ARE OBTAINED FROM THE 28 DAY BREAKS, UNDERSIDE OF THE SOLE PLATE ABOVE PROFILE AND BEARING POINTS. IT SHALL BE THE RESPONSIBIUTY OF THE TRUSS MANUFACTURER TO HDR HEARER . OTHERWISE AN ADDITIONAL 28 DAY BREAK SHALL BE MADE WOOD FRAMING SPECIFICATIONS SUBSTITUTE OR ADD TRUSS PROFILES AS REQUIRED TO ADEQUATELY FRAME THE ROOF TO THE UNITS JST JOIST FOR 6. STRUCTURAL WOOD LOAD BEARING AND SHEAR WALL SYSTEM DETAILED ON THESE DRAWINGS ASSUMES SHOWN ON THE DRAWINGS THE TRUSS MANUFACTURER SHALL DESIGN AND LAYOUT TRUSS DIACONAL c THE AGENCY SHALL OBSERVE PLACEMENT OPERATIONS. VERIFY PROPER CONSOLIDATION 1. AL WOW MEMBER CONSTRUCTION SHALL BE IN ACCORDANCE MTN THE RECOMMENDED PRACTICE OF THE EITHER A PREFABRICATED WALL PANEL SYSTEM OR FIELD BUILT WALLS,SEE DETAILS FOR MORE MEMTRUBERS IN THE MOST STRUCTURALLY EFFICIENT CONFIGURATION TO SUITE THE ROOF PROFILE AND MAX MAXIMUM PERMIT PROCEDURES AND EQUIPMENT. VERIFY CONFORMANCE N SPECIFICATIONS INCLUDING COLD AMERICN FOREST&PAPER ASSOCIATION(AF&PA)NATIONAL DESIGN SPECIFICATION FOR WOOD INFORMATION. AppSS TYPE EE THEUNL DIAGSS SPECIFICALLYNALSSHOWN OT THIN THE TRUSS ISE W EITHER Of THE NCHITENSIDERED R MIN MINIMUM 02.02.201 8 AND HOT WEATHER PLACEMENT PROCEDURES. CONSTRUCTION(NDS). 7. MULTIPLE MEMBER,MULTIPLE PLY OR BUILT-UP ENGINEERED BEAMS.SHAW HAVE PLIES CONNECTED IN STRUCTURAL DRAWINGS. ACCORDANCE WITH MANUFACTURER RECOMMENDATONS. BUILT-UP CONVENTIONAL Zx BEAMS SHALL NS NEAR 510E d.THE AGENCY SHALL OBSERVE CURING PROCEDURES AND VERIFY CONFORMANCE WIN THE 2. ALL WOOD MEMBERS,ENGINEERED LUMBER,AND PLYWOOD USED IN CONSTRUCTION OF THIS STRUCTURE HAVE THEIR PLYS FASTENED IN ACCORDANCE WITH THE REFERENCED FASTENING SCHEDULE 5. LUMBER USED SHALL BE IDENTIFIED BY GRADE MARK OF A LUMBER INSPECTION BUREAU OR AGENCY NIS NOT TO SCALE CONTRACT DOCUMENTS. SHALL BE NEW MATERIAL ALL WOOD AND ENGINEERED LUMBER MEMBERS SHALL BE FREE FROM APPROVED BY SHOWN N THE T LUMBER STANDARDS COMMITTEE, LE SHALL BE THE SIZE,SPECIES,AND - CRACKS,KNOT HOLES,NOTCHES AND OVER STRUCTURAL DEFICIENCIES. 8. ALL WOOD MEMBERS SHALL BE PRE-DRILLED PRIOR TO INSTALLATION OF BOLTS OR LAGS. GRADE AS SHOWN ON THE TRUSS DESIGN DRAWINGS,OR EQUIVALENT AS APPROVED BY THE TRUSS PT PRESERVATIVE HEATED B.WOW CONSTRUCTION 3. WOOD FRAMING SIZES,VERTICAL FRAMING,HORIZONTAL FRAMING.FIRESNPS,ANCHORAGE FURRING AND 9, PROVIDE STANDARD FLUSH BEAM AND JOIST HANGERS ON ALL BEAM AND JOIST ENDS THAT DO NOT DESIGN ENGINEER RB RIDGE BEAM F-- a.THE RDP WILL PERFORM OBSERVATIONS OF THE COMPLETED WOOD CONSTRUCTION,SHEAR CONNECTORS NOT SHOWN ON DOCUMENTS SHALL BE PER IBC MINIMUM REQUIREMENTS BEAR ON WALLS OR BEAMS 6. MOISTURE CONTENT OF LUMBER SHALL BE NO LESS THAN 7%AND NO GREATER THAN 19%AT TIME OF RO ROUGH OPENING z WALL ASSEMBUES AND ASSOCIATED HARDWARE RT ROOF TRUSS W 4. ALL WOOD MEMBERS USED FOR EXTERIOR CONSTRUCTION OR IN CONTACT WITH CONCRETE(SILL PLATES) 10. ALL WOOD FRAMING STALL BE FASTENED IN ACCORDANCE WIN FABRICATION.THE FASTENING SCHEDULE IN TABLE C w C.SONS SHALL BE PRESERVATIVE TREATED P LUMBER. WATER-BORNE PRESERVATIVES SHALL BE USED AND SIM SIMILAR G (T) 2304.10.1 OF THE IBC OR AS INDICATED IN THESE DRAWINGS,THE MORE STRINGENT SHALL APPLY. 7, ADJUSTMENT OF VALUE FOR DURATION OF LOAD OR CONDITIONS OF USE SHALL BE IN ACCORDANCE WIN a.A GEOTECHNICAL ENGINEER UCENSED IN THE COMMONWEALTH OF MASSACHUSETTS SHALL BE LUMBER SHALL BE TREATED IN ACCORDANCE WIN AWPA Ul AND USE CATEGORY CONSISTENT WITH THE SHEAR WALL AND DIAPHRAGM ASSEMBLIES SHALL BE FASTENED IN ACCORDANCE WITH THE SHEAR WALL NDS. - � LU RETAINED TO PREPARE AND EXECUTE A TESTING AND INSPECTION PROGRAM RELATED TO THE PROPOSED MEMBER USE AS FOLLOWS: AND DIAPHRAGM FASTENING SCHEDULES ON THESE DRAWINGS NAILS FASTENING SHEAVING TO T/ TOP A.UC2 INTERIOR POTENTIALLY DAMP LOCATIONS SUPPORTING MEMBERS SHALL BE DRIVEN SO THAT THE NAIL HEAD IS FLUSH WIN THE SHEATHING S. METAL CONNECTOR PLATES: T&B TOP AND BOTTOM O SITE EXCAVATION AND BACKFIRING ACTIVITIES THE GEOTECHNICAL ENGINEER SHALL B.UC3B: EXTERIOR NOT IN CONTACT WIN GROUND SURFACE TER TO BE REMOVED J (/� CONDUCT N EVALUATION OF UNDISTURBED SOIL SUBGRADES TO VERIFY ADEQUATE DESIGN C.UL4A EXTERIOR IN CONTACT WITH GROUND A.METAL CONNECTOR PLATES SHALL BE MANUFACTURED BY A TRUSS PLATE INSTITUTE(TPI) W 705 TOP OF STEEL BEARING CAPACITY HE MONITOR THE PLACEMENT AND COMPACTION OF STRUCTURAL FILL 11. FRAMED OPENINGS SHALL HAVE TRIMMER AND KING STUD QUANTITIES AS FOLLOWS: TOW TOP OF WALL ~ CONTRIBUTING TO THE SUPPORT OF THE FOOTINGS AND SAB-ON-GRADE MEMBER PLATE MANUFACTURER NO SHALL NOT BE LESS NN 0.036 IN.THICK(20 GAUGE) IS TOP OF SLAB W C.n z S ALL FASTENERS AND CONNECTORS IN CONTACT WITH PT LUMBER SHALL BE HOT-DIP,DIP,ZINC COATED EXTERIOR WALLS: AND SHALL MEET OR EXCEED ASTM A553/A653M GRADE 33.AND GALVANIZED COATING SHALL Q .f N GALVANIZED STEEL OR STAINLESS STEEL AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S OPENING SIZE TRIMM KINK TIP TYPICAL �l b.ALL ASTM DLL 7,ME O COMPACTED TO 957.OF THE MAXIMUM DRY DENSITY,AS DETERMINED RECOMMENDATIONS. UP TO 4•-O" 1-2X 2-2X MEET OR EXCEED ASTM A924/924M,COATING DESIGNATION CEO.WORKING STRESSES IN STEEL C C) BY ASTM D1557,METHOD C. NE TO BE APPLIED TO EFFECTIVENESS RATIOS FOR PLATES AS DETERMINED BY TEST AND IN LINO UNLESS NOTED OTHERWISE -J ~ OVER 4•-O"TO 6•-0* 2-2X 2-ZX ACCORDANCE WITH THE STANDARD. ,/ 6. ALL WOOD STUDS,JOISTS AND BEAMS SHALL BE MINIMUM g2 HEM-FIR,OR/2 SPRUCE-PINE-FIR OVER 6•-0"TO B•-0" 2-2X 3-2X UT UP-TURNED BEAM(FLUSH BOTTOM) Q W 10 Q D.STRUCTURAL STEEL B.TPI MEMBER PLATE MANUFACTURER SMALL FURNISH A CERTIFIED RECORD THAT MATERIALS C (S-P-F) OR BETTER. ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OR AN APPROVED OVER 8•-0"TO 72•-0" 2-2X 4-2X COMPLY WITH STEEL SPECIFICATIONS. U W (� c n.ALL WELDS MUST BE INSPECTED AND/OR TESTED BY THE AGENCY IN ACCORDANCE WITH LUMBER TESTING OR GRADING AGENCY IN ACCORDANCE WITH DOC PS-20. VB VALLEY BEN THE IBC 1704.11 AND AWS D1.1. AT LEAST 25%OF ALL FIELD WELDS MUST BE ALL OPENINGS IN EXTERIOR WALLS SHALL HAVE A SINGLE 2x ON FLAT TO MATCH STUD DEPTH 9, TRUSSES SHALL BE MANUFACTURED TO MEET THE QUAUTY REQUIREMENTS OF THE ANSI/TPI-1 STANDARD VIF VERIFY IN FIELD O z CV VERIFIED BY NONDESTRUCTIVE TESTING,THIS REQUIREMENT IS INCREASED TO 100% 7, ALL PREFABRICATED WOOD 1-JOISTS SHALL BE LEVEL TRUSS JOIST TA SERIES JOISTS AS ALONG THE BOTTOM Of HEADER FASTEN TO HEADER z 2-ROWS 10d EL 6"O.C. W W h MANUFACTURED BY WEYERHAEUSER OR AN APPROVED SUBSTITUTE I-JOISTS SHALL BE PROVIDED / AND IN ACCORDANCE YITH THE INFORMATION FRONDED IN THE FINAL APPROVED TRUSS DESIGN WSP WOOD STRUCTURAL PNEL C r .J ULTRASONIC TESTING(UT)FOR ALL WELDS WITHIN MOMENT RESISTING FRAMES. IN ACCORDANCE WITH THE DEPTH AND SERIES SPECIFIED ON THE PLAN. PREFABRICATED WOOD DRAWINGS Gcc u J INTERIOR WALLS: NTH G Z w b.BOLTED CONNECTIONS USING SNUG-TIGHT ND/OR TWIST-OFF BOLTS SHALL BE PERIODICALLY I-JOISTS SHALL CONFORM TO ASTM D 5055. OPENING SIZE TRIMMER I °/ TR ER tLHS 10. TRUSSES STALL BE HANDLED DURING MANUFACTURING,DELIVERY AND BY THE CONTACTOR AT THE JOB INSPECTED BY THE AGENCY. B. ALL ENGINEERED WOOD PRODUCTS SHALL BE BEVEL TRUS JOIST AS MANUFACTURED BY WEYERHAEUSER UP TO 4'-'To 1-2X 1-2X SITE SO AS NOT TO BE SUBJECTED TO EXCESSIVE BENDING. TRUSSES SHALL BE UNLOVED IN A O -O C OVER 4'-0"TO B•-O" 2-2X 2-2X MANNER SO AS TO MINIMIZE LATERAL STRAIN.TRUSSES SHALL BE PROTECTED FROM DAMAGE THAT -0 W OR AN APPROVED SUBSTITUTE WHERE AN ALTERNATE PRODUCT L5 PROPOSED,LAMINATED VENEER m E ADHESIVE ANCHORING SYSTEMS MIGHT RESULT FROM ON-SITE ACTIVITIES AND,ENVIRONMENTAL CONDITIONS TRUSSES SHALL BE HANDLED LUMBER TUBE PARALLEL STRAND LUMBER ES SPECIFIED ND LAMINATED STRAND LUMBER WOOL)SHAH BE CV MANUFACTURED TO THE MINIMUM PROPERTIES SPECIFIED BELOW. ALL ENGINEERED WOOD PRODUCTS 12. BUILT-UP HEALERS IN EXTERIOR WALLS SHALL BE INSULATED AS REQUIRED ON THE RATED BY IN SUCH A WAY SO AS TO PREVENT TOPPING WHEN ENDING IS REMOVID. Q C!) a.THE ICY. DOCUMENTATION T ALL INJECTION ADHESIVE METEORS MUST M WITNESSED BY THE INSULATION ALL HEADER PLYS SHALL HI AS SHOWN ON THE FRAMING PLANS,SEPARATED BY RIGID r O SHALL BE INSTALLED IN ACCORDANCE WITH THE DETAILS ON THESE DRAWINGS AND THE MINIMUM AGENCY. DOCUMENTATION OF THE ANCHOR DIAMETER,HOLE DIAMETER,EMBEDMENT DEPTH, STAND DETAILS PROVIDED BY THE MANUFACTURER INSULATION AS SPECIFIED ON THE ARCHITECTURAL DRAWINGS TO MEET ACTUAL FRAMED WALL THICKNESS 11. TRUSSES SHALL IN SETOR AND SECURED LEVEL AND PLUMB,AND IN CORRECT LOCATION.EACH TRUSS TYPE OF EPDXY USED,TYPE OF DRILL BIT USED AND CONFIRMATION OF PROPER HOLE AND PLYS FASTENED PER THE REFERENCED FASTENING SCHEDULE INSULATED HEADERS SMALL BE SHALL BE HELD W CORRECT AIJGNMENT UNTIL SPECIFIED PERMANENT RESTRAINT AND BRACING IS � -Z' CLEANING SHALL BE MADE AT EACH ANCHOR LOCATION ADHESIVE ANCHORING SYSTEMS PROPERLY LV1 PNCWD PROVIDED WITH A 2.ON THE FLAT TO MATCH STUD DEPTH ALONG THE BOTTOM OF HEADER FOR ALL INSTALLED. O OPENINGS IN EXTERIOR WALLS EXCEEDING 4•-0"IN WIDTH. BUILT-UP HEADERS IN INTERIOR WALLS ILD 3. CONTRACTOR SHALL COORDINATE TEST SCHEDULING WITH OWNER AND ROP PRIOR TO COMMENCEMENT OF 0X10"6 1 -6 SHALL BE SEPARATED BY LAYERS OF XN"WSP TO MEET WALL THICKNESS. 12 CUTTING AND ALTERING OF TRUSSES IS NOT PERMITTED.IF ANY TRUSS SHOULD BECOME BROKEN, CN ANY CONSTRUCTION. DAMAGED,OR ALTERED,WRITTEN APPROVAL OF ALTERATION OR REPAIR DOCUMENTATION BY THE TRUSS O MODULUS OF ELASTICITY(E),psi 2 .BX70 r- FLEXURAL STRESS(AC),psi 21600 2,400 13. ALL BUILT-UP BENS.ENGINEERED WOOD BEAMS,AND GIRDER TRUSSES MUST BE SUPPORTED BY POSTS DESIGNER IS REQUIRED. APPARENT DAMAGE TO TRUSSES SHALL BE REPORTED TO TRUSS 4. CONTRACTOR SHALL PROVIDE THE RDP WITH MINIMUM TWO(2)WORKING DAYS NOTICE PRIOR TO COMPRESSION PERPENDICULAR(Fc) 750 425 WITHIN THE WALL FRAMING THAT ARE DIRECTLY AUGNED WITH THE BEAM OR GIRDER TRUSS ABOVE. ALL MANUFACTURER PRIOR TO ERECTION. � COVERING ANY STRUCTURAL COMPONENTS.SYSTEMS OR FASTENINGS STRUCTURAL COMPONENTS COMPRESSION PARALLEL(Fc) 2.510 2500 BUILT-UP BEAMS OF ZX CONVENTIONAL FRAMING MEMBERS SHALL BE SUPPORTED BY AT LEAST THE 73. CONCENTRATED LOADS SHALL NOT BE PLACED ON TOP OF TRUSSES UNTIL ALL SPECIFIED RESTRAINT AND INCLUDE BUT ARE NOT UMITED TO:STRUCTURAL ROUGH FRAMING.CONCRETE REINFORCEMENT,SHEAR SHEAR PARALLEL(Fv) 295 190 SAME NUMBER OF BUILT-UP STUDS ALL ENGINEERED WOW BEAMS AND GIRDER TRUSSES MUST BE BRACING HAS BEEN INSTALLED AND DECKING IS PERMANENTLY NAILED IN PLACE SPECIFICALLY AVOID WALL ASSEMBLIES AND ASSOCIATED HARDWARE SUPPORTED BY A MINIMUM OF A 3-PLY BUILT-UP STUD OR THE NUMBER OF STUDS REQUIRED TO MEET 9. ALL WOW STRUCTURAL PANEL(WSP)SHALL CONFORM TO THE REQUIREMENTS OF DW PS-2 WITH A OR EXCEED THE WIDTH OF THE FRAMING MEMBER ABOVE WHICHEVER IS LARGER. WHERE SOLD OR STACKING FULL BUNDLES OF PLYWOOD OR OTHER CONCENTRATED LOADS ON TOP OF TRUSSES. STRUCTURAL STEEL BOND CLASSIFICATION OF EXPOSURE 1.WOOD STRUCTURAL PANEL SHALL BE STAMPED WITH N APA ENGINEERED POSTS ARE SHOWN ON THE DRAWINGS THOSE SHALL BE CONSIDERED TO SATISFY THE 14. TRUSS SUBMITTALS AND ANY SUPPLEMENTARY INFORMATION PROVIDED BY THE TRUSS MANUFACTURER TITLE: TRADEMARK INDICATING THE THICKNESS,GRADE AND SPAN RATING INDICATED ON THE DRAWINGS AND MINIMUM POST REQUIREMENTS. SHALL BE PROVIDED BY THE CONTRACTOR TO THE INDIVIDUAL OR ORGANIZATION RESPONSIBLE FOR THE 1. ALL STRUCTURAL STEEL SHALL BE NEW STEEL AND UN-SPUCED CONFORMING TO THE MOST CURRENT MINIM THE SHEAR WALL AND DIAPHRAGM NOTES, INSTALLATION OF THE TRUSSES. ASTM DESIGNATIONS INOICATED. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE 14. CONSTRUCTION BRACING SHALL BE PROVIDED BY THE CONTRACTOR TO MAINTAIN THE BUILDING PLUMB �I AISC MANUAL OF STEEL CONSTRUCTION. 10. ALL JOIST HANGERS.COLUMN CAPS,COLUMN BASES,HOEDOWNS METAL CONNECTOR PLATES AND OTHER AND TRUE THE BRACING SHALL REMAIN IN PLACE UNTIL AL THE LOAD BEARING AND SHEAR WALLS 1S TRUSSES STALL BE RESTRAINED AND BRACED BON PERMANENTLY AND DURING ERECTION IN A MANNER STRUCTURAL uRAL ENGINEERED WOOD CONNECTION PRODUCTS SHALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE CO., ARE COMPLETELY SHEATHED,CONNECTED AND ANCHORED. A.W-SHAPES AND WT-SHAPES:ASTM A992(FI=50 KSI) INC.(nxe.strongtiecom)OR AN APPROVED SUBSTITUTE ALL PRODUCTS SHALL BE INSTALLED IN STRICT flp INFORMATION ON(BCSNSISTENT NTH�MANUAL BUILD1NG NDINACTICES ACCORDAS OUTUINED WITH VIE REQUIREMENTS BUILDING COMPONENT CONSTRUCTION GENERAL NOTES 9.CHANNELS,ANGLES,M-SHAPES,S-SHAPES PLATES BARS AND RODS:ASTM A36(F�36 KSI) ACCORDANCE NTH ALL OF THE MANUFACTURE'S RECOMMENDATIONS. 15. CUTTING AND NOTCHING SHALL BE AVOIDED WHEREVER PO-IBLE WHEN ABSOLUTELY NECESSARY. C,PIPE3 ASTM A53,GRADE B(F-35 K51) CUTTING AND NOTCHING OF STRUCTURAL FRAMING AND LOAD BEARING ASSEMBLIES SHALL BE LIMITED BY DOCUMENTS. ALL TEMPORARY AND PERMANENT BRACING SHALL BE INSTALLED AND ALL TRUSSES D.ANCHOR RODS ASTM f1554,GRADE 36(Fw58 KSI),U.N.O. 11. WIRE NAILS SHALL BE IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION(AITC), THE PROVISIONS OF SECTION 23G8 OF THE IBC: TIER AN TLY FATED I�THEEEFEPCgf1CATORE N ON OF ANY LOADS.MATERIALS USED IN BRACING ARE AND L Hn;H STRENGTH 6LL.>RuTM P1652 A.Iz5T� un ASTM A4vu F„sIZU NU 150 KS, AMERICAN WOOD COUNCIL 14ATIO14AL DISIOIN OpECIFICATION FOR WOOD C0143TRUCTIO14(INNS)AND ASTM F ABBREVIATIONS (' ) l FLOOR FRAMING 2308.4.24 RESPECTIVELY) 1667' ALL NAILS SPECIFIED ON THESE DRAWINGS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE WALL FRAMING 2308.5.9 AND 2308.5.10 16. TEMPORARY BRACING OF MUSSES DURING ERECTION 6 THE SOLE RESPONSIBILITY W THE CONTRACTOR. THE FOLLOWING MINIMUM DIAMETERS SHALL BE USED FOR THE COMMON DESIGNATIONS ON THESE PLANS: RWF/CEIUNG FRAMING 2308.7.4 ALL TEMPORARY BRACING SHALL BE INSTALLED INA GOOD WORKMANUKE MANNER AND IN ACCORDANCE 2 ALL SHOP CONNECTIONS SHALL BE WELDED. FIELD CONNECTIONS SHALL BE BOLTED WHERE EVER PENNY WT. LENGTH DIAMETER WIN BCSI-81,BCS-B2,BCSI-87,AND HANDUNG,INSTALLING AND BRACING WOOD TRUSSES(HIB-91), POSSIBLE EXCEPT AS SPECIFICALLY DEFINED OTHERWISE HEREIN. BOLTS SHALL CONFORM TO THE ASTM 16. ROOF AND FLOOR FRAMING LAYOUTS ARE PROVIDED TO ILLUSTRATE CONDITIONS OF CONSTRUCTION AND AND ANSI/TPI-IAS APPUCABLE TEMPORARY BRACING SHALL BE INSTALLED AS NECESSARY TO RIGIDLY "STANDARD SPECIFICATION FOR STRUCTURAL BOLTS"SERIAL DESIGNATION F1852(A325TC),SHALL BE Y A FLOOR SHEAVING(DEFORMED SHANK) 8d 2 " 0.113" DO NOT NECESSARILY INDICATE SPECIFIC QUANTITIES OF MATERIALS OR COMPONENTS REQUIRED FOR BRACE THE TRUSSES STRAIGHT AND PLUMB UNTIL PLYWOOD ROOF SHEATHING AND OTHER PERMANENT DATE ISSUED: DIAMETER,AND HAVE STANDARD HOLES OF 9fs DIAMETER,UNLESS DESIGNATED DIFFERENTLY IN THE B.ROOF SHEAVING(SMOOTH SINK) Ed 2VN4" 0.113" CONSTRICTION. SUPPORTS AND/OR BRACIN•AR COMP FTi Y INSTA I Fil. STRUCTURAL DETAILS OR SECTIONS C.SHEAR WALL SHEATHING(SMOOTH SHANK) Ed Of 0.131' 02.02.201 8 3, WELDED CONSTRUCTION SHALL BE IN ACCORDANCE WITH AWS DIA FOR PROCEDURE APPEARANCE AND D.GENERAL FRAMING(SMOOTH SHANK) Bd 2Y" 0.713" 17. STRUCTURAL SHEAR PANEL AND DIAPHRAGM ASSEMBLIES 17. ALL MUSSES MUST BE SECURELY BALED AFTER PERMANENT INSTALLATION W ACCORDANCE WITH REVISIONS: lOd 3' 0.120' A ALL SHEAR WALL AND DIAPHRAGM PANELS SHALL BE APPLIED DIRECTLY TO THE FACE OF PERMANENT E BE ANCHORED OR OF CHORDS AND REEL MEMBERS(BCS-B3). TRUSSES SHALL QUALITY OF WELDS AND METHODS USED IN CORRECTING NONCONFORMING WELDED WORK ALL WELDING FURTHERMORE BE ANCHORED OR RESTRAINED LI PREVENT OUTER IN MOVEMENT I O AS TO KEEP SHALL BE MADE BY WELDERS CURRENTLY CERTIFIED IN ACCORDANCE WITH THE APPLICABLE AWS Dl.t 12d 1." 0.120• FRAMING MEMBERS IN ACCORDANCE NTH THE SEEN WALL/DIAPHRAGM REQUIREMENTS. ALL TRUSS MEMBERS FROM SIMULTANEOUSLY BUCKLING TOGETHER IN THE SAME DIRECTION. PERMANENT REQUIREMENTS FOR THE TYPE POSITION AND PROCESS REQUIRED. ELECTRODES FOR WELDS SHALL 16d Ao 0.131" FURRING,STRAPPING,AND ADDITIONAL LAYERS OF SHEATHING MAY NOT BE PLACED BETWEEN STRUCTURAL CROSS-BRACING TO ENSURE OVERALL RIGIDITY OF THE ROOF SYSTEM SHALL BE IN COMPLY WIN THE APPLICABLE AYES CODE REQUIREMENTS AND AS FOLLOWS: THE LISTED PANEL SHEATHING AND THE FACE OF THE FRAMING MEMBER. ACCORDANCE WITH THE TRUSS DESIGN DRAWINGS,BCSI-B3 OR B7,AND THESE CONSTRUCTION B.UNLESS NOTED OTHERWISE ON THE DRAWINGS,PROVIDE AT LUST 2-2X BUILT-UP STUDS(WIND DOCUMENTS. A MINIMUM YIELD STRENGTH OF ELECTRODES 7D KSI. USE HIGHER YIELD STRENGTHS WHERE POST)AT THE ENDS OF EACH SHEAR WALL SHOWN ON THE PLAN. REQUIRED BY DESIGN OR BY AWS CODES C.AL SHEAR PANELS SHALL EXTEND FROM SILL OR SOLE PLATE OF WALL TO ROOF DIAPHRAGM 18. FLOOR TRUSSES SHALL BE FLAT,OPEN WEB TYPE HAVING MINIMUM WIDTH OF W.TRUSS DEPTH, 4. A Y"NON-SHRINK GROUT LEVELING BED AND A Y"THICK LEVEUNG PLATE,SIZED TO MATCH BASE SHEATHING. SPAN,SPACING AND ORIENTATION ARE AS SHOWN ON THE DRAWINGS. PLATE,SHALL BE PROVIDED BENEATH ALL COLUMN SETTINGS.THE NON-SHRINK GROUT SHALL ATTAIN A D.THE ALLOWABLE SAWN CAPACITIES LISTED ON THESE DRAWINGS HAVE BEEN REDUCED TO PERMIT COMPRESSIVE STRENGTH OF S,DOO P51 AT 28 GAYS THE USE OF SAND COAL FRAMING MATERIAL OF ff2 S-P-F OR BETTER. IN GENERAL ALL WOOD 19. FLOOR MUSSES SHALL BE INSTALLED W1V 2%6(MIN)STRONG0ACK5 AT A SPACING NOT TO STRUCTURAL PANEL(CUSP)SHEAR WALLS SHALL HAVE STUDS SPACED AT 16"O.C. EXCEED 10'-O"O.C.ALONG ALL FLOOR TRUSS SPANS. STRONGBACKS SHALL BE INSTALLED IN 5. STRUCTURAL CONNECTIONS SHOWN ON THESE DRAWINGS ARE GENERALLY SCHEMATIC. ALL MAXIMUM. REFER TO STUD SCHEDULE FOR EXACT SIZE AND SPACING OF WALL FRAMING ACCORDANCE WITH TRUSS MANUFACTURER RECOMMENDATIONS AND DETAILS ALTERING DRAWN BY: STRUCTURAL CONKSTEE CONNECTIONS SMALL BE DESIGNED BY A STRUCTURAL ENGINEER UCENSED IN MEMBERS STONGBACKS FOR M/E/P SYSTEMS SHALL BE DONE ONLY WHERE ABSOLUTELY NECESSARY AND KEP THE COMMONWEALTH OF MASSACHUSETTS RETAINED BY THE FABRICATOR. CONNECTION DESIGN SUCH THAT AT LEAST A MINIMUM OF 3 TRUSSES ARE CONNECTED WITH A SNONGBACK ON EVER PROJECT#: SHALL BE IN ACCORDANCE WITH THE AISC"STEEL CONSTRUCTION MANUAL 13TH ED. DESIGN FOR SIDE OF THE ALTERATION. 04890 ALL CONNECTIONS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO 20. TRUSS SERVICEABILITY LIMITS SHALL BE AS FOLLOWS: FABRICATION. U. IL DRAWING NO.: 5. ALL SHEAR CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR AT EACH LOCATION WHERE ROOF SPAN/240 SPAN/180 t- THEY ARE REQUIRED.INDICATED OR OTHERWISE IN THE CONTRACT DRAWINGS THE CONNECTION - FLOOR SPAN/480 SPAN/240 SHALL BE DESIGNED IN ACCORDANCE WITH THE AISC MANUAL TO DEVELOP END REACTIONS BASED ON MAXIMUM TOTAL UNIFORM LOAD TABLES(MANUAL OF STEEL CONSTRUCTION,TABLE 3-6 THRU l -J O 1 ■L' y TABLE 3-9). L r STAMP: ^ NIV FOC/FOS PER PLAN E05 { ' Co/FIG '"wwve. PER PLAN WOOD POST PER PLAN J2'COMPRESSIBLE JOINT FILLER I SIMPSON TYPE ABU BASE e/SEALANT n/1'STAND-OFF FIN GRADE VARIES A 75V /7pW PER SITE PLAN PER PLAN — —•. —r-- —k DID POUR NEW POUR \\.\��. /�2••, /\ - 9• I/2'COMPRESSIBLE 7 �4x12'DOWEL®12'O.C.MIN '+\. SAWCUT OR FORMED.FILL•/ /\ / PIER NSIA� CONSULTING SEALANT R BACKING ROD JOINT FlIiFR 4'EMBED 1005E IN FNDN WALL W/SEALANT(UNO) B' SEE TYP FROST SLAB RONF MEIN WALL DETAIL -? v - g4 CONT T@B AROUND � I i PERIMETER OF SLAB •o STRUCTURAL ly�F—:— -x=k=x% T_x-r.—x - TO'DIA.CONC PIES ENGINEER, INC. iFRLOST WALL (P-10) KEY SEE NOTE t SLOG.OR EXPANDEBY BIG FOOT OR R4 VERT IN 336 Baker Avenue ( ) STRUCTURE CENTER OF PIER Concord,MA 01742 C TIDN ISOLATION APPROVED SUBSTITUTE Www.cse-ma.com 191E CONMIX 959.COMPACT CONTRACTOR MAY SUBSTITUTE SMOOTH DOWELS OR DIAMOND DOWELS FOR KEY.SMOOTH DOWELS SHALL STRUCTURAL FILL BE)ro x V-6'LONG,GREASE 1-SIDE,CENTER ACROSS CJ.SPACE O V-6'O.C. DIAMOND DOWELS ,�BLFTG� SHALL BE Y'X4)'X4.Pr',SPACE 0 1'-6'O.C.,INSTALL PER ALL MFR RECOMMENDATIONS P�' ER PLAN !/ %j, \ � ISSUED INTERIOR SLAB-ON-GRADE JOINTS COl/ERED PORCH SLAB FTc DIA PER PLAN FOR E 3 SCALE 5%COMPACT STRUCTURAL FILL PERMIT scALe r=r-o' 02,02.2018 z SPUCE LENGTH I.3xLd W W D_ W 24' O (_Y DEVELOPNID T AND SPLICE LE1,10711 SCHEDULE /4 012'O.C. 124' LU F— Ln W � L0 BAR SIZE [21 P4 PS ¢'S I7 f9 �9 �10 �11 Q4 NOSE BAR N z SLAB PER PLAN LJ.J a SPLICE TOP BARS 3Y 46' 56' 81' 93' 104' 118' 731' X!COMPRESSIBLE JOINT Q Q O VERTICAL BAR,WHERE OCCURS FILLER x/SEALANT o LENGTHS OTHER BARS 28' 3fi' 43' 62' 71' 80' 90' 100' o TS N AD n DEVELOPMENT TOP BARS 28' 36' 43' 62' 71' BD' 90' 100' 40 BAR DIA. PER PLAN - � — .�� `0 LENGTHLd) OTHER BARS 22' 27' 33" 48" 55' 62" 70' 77' 2'0'MINSPUCE TOP BARS 32' 40' 48' 70' BO' 90' l0Y 113' TOW // / ` /\) CN L1..1LENGTH• LU i `r.: s PER PLAN 1 L / \• / l C G J OTHER BARS 25' 3i' 3Y 54' 62" 70' 78' B7' \ / cG 'DOWEL DEVELOPMENT TOP BARS 18' 25' 31' 3Y 54' 62' TO' 78' BY 3 a 1 -a / \ ®IY O.C. G O LENGTH(Ld) EITHER BARS 14' 19' 24' 28' 42' 47' 54' 60' 67' - � B' MIN a EMBED O 10 Lv "APPLICABLE FOR CLASS B TENSION SPUCE OF GLADE 60 REINFORCING STEEL HOOK HORIZ BAR ENDS OR , LOOSE IN '` m `0 J` PROVIDE CORNER BARS AS m•r 957.COMPACT FNDN WALL if SHOWN s• a STRUCTURAL FILL OR (/0 N U) NOTES: UNDISTURBED MATERIAL 14 CONT T&B AROUND Q O MATCH VENT BAR IN WALL - PERIMETER OF SLAB 1. DEVELOPMENT AND SPUCE LENGTHS ARE MINIMUM LENGTHS AND SHOULD BE USED AS TYPICAL REFER TO SECTIONS,WHERE \ UNl.E55 OTHERWISE NOTED ON DRAWINGS. OCCURS { `FNDN WALL PER PLAN, C d• LOCAWALLTE ASECLL HORIZ REINF PER SEE DETAIL FOR RBNF O LO 2 BARS ARE DEFINED AS'TOP BARS WHEN HORIZONTAL WITH MORE THAN 12 OF CONCRETE IS FI�FIA�R 'v SHOWN HERENFOR CLARITY N CAST BELOW THE REINFORCEMENT. ALL WALL REINFORCEMENT IS DEFINED AS'OTHER BARS'. C\j ONLY O n DEl/ELOPMENTLSPLICE LENGTH SCHEDULE p WALL CORNER REINFORCEMENT Y TYPICAL SLAB TURN-DOWN AT DOOR SCALE:TUTS B SCALE:}/4'=1'-0Lf TITLE: L THERMAL JOINT PER CLCOL TIE REINF FNON WALL PER PLAN ARCH DWG 6, FOC/FDS STRUCTURAL PER SCHED PIER/COL AND SEC710N5 - UTIUTY CROSSING LOCATION Z.PT SILL PLATE AND AB PER SILL f r PLATE ANCHORAGE DETAIL DETAILS AND INVERT PER M/E/P DWG o 0 i OW J4 CONT TOP PER PLAN -a•—i— y FIN GRADE VARIES AB• VERT RBNF VERT RBNF , PER PLAN \\\�\i\\ 4v / DATE ISSUED: PER SCHED TYPE-1 PER SCHED PER SCHED 02.02.2018 TYPE-2 2�n,P�IN REVISIONS: PER FlEtOK>RCEMENT SCHEDULE T FTG SLAB REINF PER PLAN SLAB THICKNESS PER PLAN IF PER PLAN PIER PIER SIZE VERTICAL/ RES FIG ,(T UNDERSEAS INSULATION " MARK PIER TYPE W FTG DOWEL (SPACING) DOWEL HOOK SEE FNON-�1 P�. .x �_ -- OR IA REINF LENGTH SECT FOR PER ARCH DWG THICKNESS ., (MIN 20 PSI RATED FOR _ #4 CONT BOT P-10 2 TO' - ,-j4 - NOTE A5 1L _Jt '+t rL R 1` -.." ) UNDERSLAB USE P-1 1 12' S-¢4 j3(12'D.C.) 9' 2-$'ADDED 1 " 1 T J27(l,{-'l'-` '- 2.4 KEYWAY (5'A4 TOTALi'F =:S t. ,ri�iS`i 3-� NOTES; PROVDE SCHED 40 STEEL OVER UTILITY) -'\ ''C' "OR BARRIER CONT BOT I. PROVIDE 2 71E5 SPACED AT 3'O.C.WITHIN THE FIRST 6'FROM TOP OF PIER AND THE BOTTOM 71E V-6' ' PIPE SLEEVE 2'LARGER \ ` :,\\ DRAWN BY: / kEP n O.D.WITHIN 3'OF THE TOP OF FOOTING, THAN UTN �//�/ _ WI MIN L�'�/`' 2 PIERS/PILASTERS THAT ARE SPECIFIED SHORTER THAN THE MINIMUM VER71CAL BAR LAP LENGTH SHALL �-•--I Y�/� STRUCTURAL FILL COMPACTED TO 957. 21 NOT BE TAPPED AND FOOTING DOWELS SHALL EXTEND TO THE TOP OF PIER/PILASTER. NOIEs: P /\ v ., %�/i :/_'/r PROJECT#: 3. CENTERUNE OF PIERS/PILASTERS SHALL BE LOCATED AT THE CENTERUNE OF COLUMN,U.N.O. 7' To" Y 04890 4. NO HOOK REWIRED FOR PIERS CAST MONOUTHIC WITH EXPANDED BASE FOOTING. PROVIDE 9'HOOK I. MULTIPLE UTILITIES CROSSING AT A SINGLE LOCATION SHALL HAVE INDIVIDUAL SLEEVES SPACED UNDISTURBED MATERIAL 959.COMPACT AT LEAST 12"APART. MEETING THE r_0• STRUCTURAL FILL DRAWING NO.: OTHERWISE REQUIREMENTS FOR SUPPORT OF BUILDING INTERIOR SLAB-ON-GRADE FOUNDATIONS F PIER SCHEDULE �1 UTILITY CROSSING AT FOOTING Y n FROST FOUNDATION WALL (W2.0) SCALE:,'=1'_O• �, SCALE 1/2'=1'-0' „ SCALE,'_1'-0 S 0 F 3 L r STAMP: 1 JasMaF �`r,' •QR OR)r PT PLYWOOD .! f BTWN TRUSS ENDS AND 7R.. _ CONC r a^ 2x f )rCLR BTWN WSP AND CONT TRUSS BLK TO MATC IT ALL PLATE AND AB PER H SILL PULE ANCHORAGE DETAIL CONC TRUSS DEPTH BTWN EA (RECESS NUT AND PLATE) .0 [jR,M SAVER BAR COUPLER TRUSS I, ``TONAL£ T SU OR L4 CONT TOP AND BOT OF STEM 11 12"O.C. PER PLAN 4" TOW FIN GRADE VARIES SLAB-ON-GRADE PER PLAN PERT PER SITE PLAN ll T/SU8 fL00R k SLAB T-- PER PLAT'ry PERHPIAN T SHELF . /4J1AND SEE TYPICAL 1-0• 1 PER UNDEARCH BDWGINSULATION PER SILL PLATE ANCHORAGE 4 BASEMENT FOUNDATION CONSULTING ..t DETAIL(PLATE WASHER NOT WALL SECTION REO'D AT SHELF BRC) LAP MIN 36• STRUCTURAL IL SILL PLATE AND AB ENGINEER INC. PERER SILL PLATE ANCHORAGE , DETAIL(PLATE WASHER NOT —' SEE TYPICAL 336 Baker Avenue REO'D AT SHELF BRC) BASEMENT FOUNDATION 14 CONT Concord,MA 01742 4• WALL SECTION —.cse-ma— i- ' r-o ISSUED n TOP OF FNDN WALL AT PARALLEL JST(TNT) n TOP OF FNDN WALL AT TRUSS BRG (EXT) FOR Y SCALE 3/4•=1'-0' SCALE:3/4•=P-0• PERMIT 02.02.2018 3 W FOC/FOS PER PLAN w ~ 7w W g o o 15 1. 0 LLl FOC/FOS PER PLAN O 12f �W i ECG TYPICAL EXTETBOR SHEATHING W LO -, FNDN WALL PFR PLAN FIN GRADE PER PER PLAN Cn W Z `0 SITE PLAN PLATE NAIL SOLE TO PLATE n/ C�C O 61 l 15d 0 6"O.C.MAX J ~ G FNDN WALL REINF _ SILLPLATEANDPER Q W '0 Q 2_0 ! T SUB BOOR SILL PLATE ANHORACE ER) — r-_ C G PER (RECESS NUT AND WASHER) C z N - #4 CONT TOP U L.I..i L TOW PER PLAN FIN GRADE PER r— J N g j SITE PLAN C 0 C;6 > e z,d O m NLU �1' r <� 0 2 FTC REINF BS VERT 0 12"O.C.OUTSIDE LU O FACE _ U') IZZT MIN 1>9 2xD - O L0 B/FTG PER 0- N WALL SECTION PROVIDE 9"HOOKS AT 15 HORIZ CONT 0 12"O.C. _ O c 77 DISCONTINUOUS ENDS OUTSIDE FACE A J TEP FOQ I/NG ° 2 MATH FTG REINF d SCALE 1 2'=1'-0' F5 VER T O 12"O.C.INSIDE FACE,1YP /5 DOWELS 0 12.O.C.. 42" #5 HORIZ CONT 0 12' PER O.C. ALTERNATE DIRECTION OF FA TYP P PLAN LEG S TO SUPPORT FM REINF INSIDE FACE, rt COL/FTC 9 EO EO STRUCTURAL THERMAL JOINT PER ARCH DWG _ DETAILS SLAB-ON-GRADE PER PLAN ' •x UNDERSLAB INSULATION PER ARCH DWG W —PLAN __ ALTERNATE DIRECTION OF 42,L PER T:, 5 " MIN 36" LEGS TO SUPPORT FTC REINzr 9, a � y LAP DAIS IS SUED: Es REFER TO PLAN FOR COL '✓a\:\\�\ �'\'`Y\/ 02.02.2018 = I SIZE,PROVIDE HEAVY DUTY THERMAL JOINT PER ARCH DWG REVISIONS: LALLY COLUMN BASE n/2)MECHANICAL LAP MIN 3 6' MIN( STAB-ON-GRADE PER PLAN IC • 12" FOOTING ANCHORS TO 12 N DWO NDERSLAB I SULA A A U MIN 3'�CRUSHED STONE MIN K'CRUSHED STONE PER ARCH DWG CO.ISOLATION JOINT ALL WRAPPED IN MIRAFl WRAPPED IN MIRAFl Lp�iA p ;_�r 140N OR APPROVED AROUND n/SEALANT 14ON OR APPROVED r. .. ` : SUBSTITUTE SLAB-ON-GRADE PER - y SUBSTITUTE PLAN V PA ER PLAN .. _. Nil— FNDN PERIMETERGFNDN PERLMEIFR B FTG c \ \f DRAIN PER ARCH DRAWN BY: IEP PER o /\ �, DRAIN PER ARCH p //. !Y.!/ \� DWGS. MECHANICAL ANCHORS TO `, 1 FOOTING PER TYPICAL BASE 3-#4 Dom' 3-04 PROJECT#: / CONT BOT B DETAI y5F COMPACT CONT BOT 6' 1'-0• 6• 95%COMPACT 04890 PER PLnN EO %�-;% /` STRUCTURAL FILL OR 6" 1'-0' 6' 95x COMPACT STRUCTURAL FILL OR BOT REINF PER FIG SHED /�'/�1•�� UNDISTURBED MATERIAL 2•_0. STRUCTURAL FILL OR 2'-0" UNDISTURBED MATERIAL DRAWING NO.: L&PER PLAN UNDISTURBED MATERIAL �! n INTERIOR COLUMN F0077NG (FJ,5A) TYPICAL AREAWAY FOUNDA770N WALL (W20) n TYPICAL BASEMENT FOUNDATION WALL W .0 `J SCALE:3/4"=1'-0' SCALE 3/4•=1'-0" L SCALE:3/4"=1'-0• J('1 0' /� 4 L r STAMP: SLOPED ROOF DIAPHRAGM SHEATHING _,tM OF/,(�,• ^`�i FOC/FOS PER PLAN SLOPED ROOF DIAPHRAGM _ /• ^` --�7,.• TYPICAL EXTERIOR SHEATHING SHEATHING SOLID 2x12 BLK BT,1T1 EA RT H 4Ci77 n/16d O 6.O.C.TO WALL TOP PER PLAFi RAPIER PER PLAN ) PLATE PLATE NAIL SOLE TO BM UB 0 I6d O 6'O.C.MAX EN DIAPHRAGM(6'O.C.MAX) Ij EN DIAPHRAGM PER PLAN '� TO BEVEL OUT ON CONT 2x BLH jY TO CONT 2x I FASCIA BLK IT! EN WSP TO 2x BLK PER BM PER PLAN EXTERIOR WALL _,_,__ SHEATHING REQUIREMENTS AY P1ERPLAN� ,y Y SOUDCONT 2x 2x BLK BTWN EA RAFTER (OR RIM BOARD)n/ GWB CLG PER ARCH 1,1 2-10d BLK TO ll 7_SLATE 6d O 6'O.C.TO WALL TOP 4 i' EA TRUSS PER PLAN -_ PLATE - DBL NAILER PLATE, ,':, PER ARCH H26A CLIP EA FLOOR TRUSS PER PLAN TOP FLANGE TRUSS HANGER - \ EXTEND SLOPED RDOF DIAPHRAGM 4-16d TOE NAIL SHEATHING OUT OVER EAVE/SOFFIT(NO FASTEN 70 BM PER i:,�'1 j 1 jy,. TRUSS TO WALL RAFTER TO WALL SHEATHING SPUCE PERMITTED AT EXT WALL) STRUCTURAL STEEL PLATE FLOOR TRUSS SUPPORT AT BEAM CONSULTING ii NOTE STRUCTURAL L 50.1, _ 5 PIXY T Trp SOLID BLOCKING SCALE 3/4'=1'-0' _ I NAIL AL W BM PER PLAN EN WSP TO WALL RAFTER TO WALL ENGINEER, INC. PLATE � PLATE PER :,L/ ..: ,1,., HEADER PER PLAN �= ----J�EAVE/SOFFIT FRAMING 336 Baker Avenue INSULATED HEADER .�� .. EXTERIOR WALL —. ---------- PER PLAN WHERE ,i' SHEATHING WHERE OCCURS i l- AND ATTACHMENT PER Concord,MA 01742 OCCURS ,� REQUIREMENTS 2x ON FLAT ALONG 2.ON FLAT ALONG - PER ARCH EN WSP 10 WALL PLATE ��DING wxvw.cse-ma.com BOTTOM OF HEADER ___ BOT OF HDR PER EXTERIOR WALL 1 A' CEILING JOIST PER SLOPED ROOF DIAPHRAGM I SHEATHING REQUIREMENTS br PLAN(WHERE SHEATHING I—FOC/FOS PER PLAN OCCURS),LAP N.Q ALL EAVE AND SOFFIT DETAILS AND OVERHANG DIMENSION PER ARCHITECTURAL DRAWING. ISSUED CONNECTION TO SOLID 2x BLK BTWN EA RT v/ n ROOF BEARING PERIMETER (TRUSS) PASTENAFING S(7PE I6d O 6'O.C.TO WALL TOP n ROOF BEARING PERIMETER (2x) FOR U SCALE:,1/2'=1•-0' — --- t PLATE SCALE:1 1/2•=1•-0' PERMIT ~TRUSS TO BM r TRUSS TOP EA BEAM02.02.2018 T PLA EN DIAPHRAGM PER PLAN TO CONT 2x ' CLOSURE AND SEAL FASCIA BLK '! 11 PER ARCH DWG DROP BM PER PLAN �{ SLOPED ROOF DIAPHRAGM W it SHEATHING LU 2-1Dd BLK TO a_ W PER ARCH EA TRUSS O J C~ Lo SOLD 2.12 BLK BTWN EA.RT LULO n/I6d O 6'O.C.TO WALL TOP > CC' z T(•_m !i PLATE LU '. 1. ALL EAVE AND SOFFIT DETAILS AND OVERHANG DIMENSION PER ARCHITECTURAL DRAWING. 4-16d TOE NAIL Q Q N TRUSS TO BM I! Ly O n PORCH ROOF BEARING PERIMETER (2x) r EN DIAPHRAGM SCALE 1 1/2'=1'-0" ji TO CONE 2z SCIA Q W Q FA BLK W CAP PLATE(CP-B)SHOP !!, WELDED TO COLUMN BACKING BAR TO T PLATE z N HINGES k WEB WITH FULL REMAIN.FEET �6• PER PLAN �!! LU C r, (,jJ PENETRATION GROOVE WELDS WELD To RANGE 1�. I t! ! OC J K OR FILLET WELDS ED PLATE m CLOSURE AND SEAL I��(!It 2-10d BU(TO z qs \ REQUIRED) REF o , o PER ARCH DWG EA TRUSS DELL ANGLE CONNECTION 1^ cs� W/A326 TC BOL75 AS Y 1''i I PER ARCH H25A CUP EA O REWIRED PER DESIGN FULL FIELD Xx•x10'x6'STEEL DROP BM PER PLAN TRUSS M BEAM , ` (T] `O LU SHEAR PENETRATION GROOVE I PLATE Ll N WEIR O TOP C BOTTOM ��HOLES J 1 4 Q N O P� ER PLAN TRUSS TRUSS NOTE. N .,_. ,.... 1. ALL EAVE AND SOFFIT DETAILS AND OVERHANG DIMENSION PER ARCHITECTURAL DRAWING. O r i ! TRUSS BLK TO MATCH "JT ' TRUSS DEPTH BTWN EA n PORCH ROOF BEARING PERIMETER (TRUSS) MOMENT FRAME TYP TRUSS,ALT DIAG L SCALE:1 1/2'=1'-O' BEAM PER PLAN DIRECTIONS REMOVE BACKING PROWDE WEB DOUBLER TOE NAIL BLX TO BM <r ` BAR,BACKCOUGE n/MIN}-70dCONT SOLID ROOT PASSE LATE(S)AS REQUIRED TRUSS BU( Pam' REWELD WITH MIN TRUSS BRG PER MFR 1 4 BTWN Eq JST FILLET WELDSAND TOP 777I, MOMENT FRAME COLUMN BOTTOM FLANGE I 1 !( i( BM PER PLAN TOE NAIL EA TRUSS STRUCTURAL TO BM n 2-lOd i� �� SLOPED ROOF DIAPHRAGM BASE PLATE(BP-B) / SHEAhIING DETAILS N(Y4'ON-MIN TO IIF MAX SHRINK CROUT OM PER PLAN �TOW� PY BR P. AS REO'D) CP-A I .I x I � CAP PLATE(CP-A) •^< - PROVI DE I I SOLID 2x12 BLK BTWN EA RT _ MIN 2-36• DIA.IAA SCREWS I I 1 a n/I6d O 6'O.C.TO WALL TOP •!c 3' . �COL CAP To BM I 1 i PLATE DATE ISSUED: iNDN WALL . COL PER PLAN 02.02.20T 8 X� BASE PLATE(BP-A) ` EN DIAPHRAGM REVISIONS: TO CONT 2x NON-SHRINK GROUT �1 FASCIA BLK BEARING ON BEAM ,-0' (�'MIN TO 1Xx'MAX TOP CHORD .�.S 7�/FrcG� P'/ ER PLAN AS REO.0) T PLA 1 T SU OOR ------- (4)-X70 AB-3 PER 6' EC6L DROP BEAM ELEVA71Q1 PER'PIAN PER PLAN ---- Tl ANCHOR BOLT SCHEDULE 1 _ \� (Typ OF q) 3 3' 1 5• S )i'%10'Y1V BASE GWB CLC PER ARCH EAI0d BLK TRU55 70 INSULATED HEADER PLATE n/4-i6'DIA. :'-" TRU CLIP EA AL MECHANICAL AB / PER PLAN WHERE TRUSS TO WALL 4 II U b © 4'MIN EMBEDMENT OCCURS PLATE O 2.ON FLAT ALONG l ! EN WSP TO WALL DRAWN BY: BOTTOM OF HEADER `�..�- P��� PLATE PER �P —_ C o ❑o o ,�1 EXTERIOR WALL FLOOR TRUSS PER PLAN -I FLOOR TRUSS PER PLAN, 1 a SHEATHING PROJECT#: REQUIREMENTS O4890 DROP BEAM PER PLAN,BM WHERE OCCURS I 1 4 1 a OR SHEAR WALL BOTTOM FLUSH WITH TRUSS Yx3'x%i'WASHER 12"x 12'x 3/4'PLATE NOTE SEE STRUCTURAL C{FNDN/COL N� SCHED DRAWING NO.: BOTTOM (TYP OF 4) sp STEEL GENERAL NOTES ON SO.2 BP- _B ,. ALL SAYE AND SOFFIT DETAILS AND OVERHANG DIMENSION PER ARCHITECTURAL DRAWING. FLOOR TRUSS SUPPORT AT BEAM n MOMENT FRAME COL/CONNECTION A STEEL COLUMN AT ENGINEERED LUMBER BEAM n ROOF BEARING PERIMETER (TRUSS) 7 SCALE 3/4'=1'-0 D SCALE =1'-0' SCA E:1'_ -0' SCALE,1/2'__1' S O t r Iv'� ark - r/f L r STAMP: ;- ,047�W Or J^lt STUD SIZE AND 10d 0 12'O.C.DIRECT PREFAB WALL PANEL JOINT p SILL PLATE HOLE OR NOTCH SPACING PER PLAN PREFAB WALL PANEL LENGTH PER MFR. EA.SIDE OF JOINT PREFAB WALL PANEL LENGTH PER MFR. � `i! DEPTH IN EXCESS OF Xi OF /, OO J PLATE WIDTH SHALL BE WSP JOINT COMMON STUD REINFORCED W/GALVANIZED PER PLAN INJECTION METAL TIE 0.054-(16 GA)xLT -� TACK WELD 'e, ADHESIVE �• DBL NUT TO '4 OR MIN 2 AB PER WALL SEGMENT WIDE AND B-10d NAILS EA ANCHOR BOLT MECHANICAL SIDE OF HOLE OR NOTCH \ 1 r i .ANCHOR WSP EN 6'O.C.MAX HK SINGLE 2x PT WSP FN 12'O.C.MA%. .HEAVY HIX AB-,PER SCHED UNO 6' WSP PER PLAN OR / WSP(48"TYPICAL 12'MIN.) DBL NU7 �3 TjpF3 SILL PUzh( ) SHEAR WALL SCHED. J// WSP FN,2"O.C.MAX SOLID COLUMN WHERE (TYP.B COL) WSP EN PER PLAN ON FL COL PER PLAN (TYP.0 COMMON STUD) OCCURS PEA PLAN COL PER PLAN BOLT SCHEDULE O SHEAR WALL SCHED. BUILT UP COLUMN WHEREANCHOR kNrL JOINT SPACING OCCURS PER PLAN LTP4 SPUCE PLATE ONLY ANCHOR EMBEDMENT THREADED HOOK FEEL AS REQ'D BY NOTE p2 ASiMIs 48"O.C.MAX CONFIRM MIN STUD SIZE BOLT DMA. TYPE LENGTH PROJECTION LENGTH FINISH '� GRADE R PER SHEAR 1•-0' 1'-D' .I AT WSP JOINTS PER 10d 0 12'O.C. LAP WSP PANEL 4' .. MARK (Le) (X) (HK) WpLL SCHED MA% MA% SHEAR WALL SCHED. DIRECT EA SIDE FOR SPLICE ON SIZE AB-I 46• 1 7" 2' 2• GALV. OF JOINT AB-2 46' T 3 214• WF - GALV. .2xx . T PLATE WASHER CONSULTING AS-3 2 NOTE jb fi' - GALK NOTES: WSP EN PER SHEAR WSP PER SHEAR WALL SCHED. GR.36 WALL SCHED WSP EN PER SHEAR WALL SCHED.(SPUCE ON SITE) STRUCTURAL t I. ALL SHEAR WALLS SHALL HAVE Y'SHEATHING LAPS FASTENED IN THE FIELD TO ADJACENT ALL NOTES. IPANI=L JOINT NOTES: PANELS WITH 8d COMMON EDGE NAILING PER THE SHEAR WALL SCHEDULE. ENGINEER, INC. 1. ALL ANCHOR BOLTS SHALL BE SUPPLED WITH NUTS AND STANDARD WASHERS. 1. AB-1 UNO,SEE ANCHOR BOLT SCHED.MAXIMUM ANCHOR BOLT SPACING AT EXTERIOR WALLS 2. ALL ANCHOR BOLTS MARKED AS-1 OR AB-2 WITHIN EXTIMOR WALLS AND SHEAR WALLS SHALL BE SHALL BE 48'OR PER SHEAR WALL SCHEDULE AT INTERIOR BEARING OR SHEAR WALLS ANCHOR 2 WHERE PANEL SHEATHING LAPS ARE DAMAGED AND UNABLE TO BE NAILED THE CONTRACTOR LTP4 PER NOTE/2 336 Baker Avenue SUPPLIED WITH NU15 AND 0.229"x3'x3-STEEL PLATE WASHERS IRE 0 A-O.C. IN SHEAR WALLS BOLT SPACING SHALL BE 48'MAXIMUM.GALVANIZED PLATE WASHERS ARE REWIRED AT ALL SHALL BE RESPONSIBLE TO SPUCE PANEL END STUDS WITHIN SHEAR WALLS WITH LTP4 DIRECT 12 SIDE ONLY Concord,MA 01742 3. AB-2 IS INTENDED FOR INTERIOR WALLS ON THICKENED SLABS OR AS AN ALTERNATE TO AB-1 EXTERIOR WALLS GALVANIZED PLATE WASHERS ARE NOT REQUIRED ON INTERIOR WALLS UNLESS SPUCE PLATES IN ACCORDANCE WITH THE SHEAR WALL SCHEDULE www.cse-.me WHERE NECESSARY. AB-2 MAY BE SUBSTITUTED WITH SL'dx6'SIMPSON RTEN HD SCREW ANCHORS THE WALL IS A DESIGNATED SHEAR WALL ON THE PLAN. OF JOINT- (THD6260OHMG). 2. PROVIDE MIN TWO(2)ANCHOR BOLTS PER WAIL L _ 4. ALL TYPE-2 ANCHOR BOLTS ARE TO BE RED INTO PLACE WITH ROOD TEMPLATE PRIOR TO POURING 3. ANCHOR BOLTS SHOWN MAY BE OMITTED WHERE A HOLDOWN ANCHOR IS LOCATED IN THE SAME SHEAR WALL EN CONCRETE STUD BAY. PER SCHED. 5. ALL MATERIALS SHALL BE GALVANIZED. 4. ALL PERIMETER SILL PLATES SHALL BE PLACED ON A SILL SEALER GASKET AS PER THE r AT CHANGE N WALLTIHK*NESS ISSUED ARCHITECTURAL DRWAINGS. ANCHOR BOL T SCHEDULE SILL PLATE ANCHORAGE n PREFABRICA TED WALL PANEL_ FOR G ,•_,_o• scALE ,'-o" PERMIT 02,02.201 S INSTALL STANDARD FLAT OR SAE WASHER AND NUT SNUG TIGHT UNTIL FIRST RESISTANCE THEN COMPLETE WITH ONE FULL TURN z W 2 LU HOLDOWN ATTACHMENT W TO WIND POST PER MFR STUD SIZE AND C . O CL SPACING PER PLAN WSP P -• /� HOIDDWN PER PLAN WSP JOINT SHEARWALL PLAN OR LU CSCHED �{WSP JOINT > I-- z '0I COMMON STUD W I PER PLAN I Q �Ly Q O GC►�4: WALL SILL PLATE I S J L— Q W N LLI CL Z 10W WSP(48"TYPICAL,12"MIN.) W C r w C GO J PER PLAN .I - COL PER PLAN WSP FN O O.C.STUD cCc 6X J G z W > i PERFORATED SHEAR WALL(PSW)NOTES: BUILT UP COLUMN WHERE ( ®COMMON STUD 4 _ OCCURS PER PLAN AND POSTS n/IN PANEL '' C I' rAu LU 1. SHEAR WALL SEGMENT END STUDS,KING STUDS OR WIND POSTS. MIN 2-Z%OR AS INDICATED ON HOLDOWN SCHEDULE NAIL STUDS TOGETHER PER SOLE PLATE WSP ET PER PIAN OR - FIF1D) U m N t— �r� 5" NAIUNG FOR SHEAR WALL SHEAR WALL SCHED C6 C/� , MIN 2. OPENING TRIMMER STUDS, NAIL TRIMMERS TO KING STUDS PER SOLE PLATE NAIUNG FOR SHEAR WALL r O CONCRETE 3. WINDOW PLATE. MIN 2-2X. NAIL PLATE TOGETHER PER SOLE PLATE NAMING FOR SHEAR WALL PROVIDE SHEAR WALL EDGE NAIL SPACING ALONG UPPERMOST PLY FNON WALL OF DBL WINDOW PLATE W 4. ALL WSP PANELS SHALL BE NOTCHED AROUND OPENINGS.NOTCHED PANELS SHALL EXTEND HORIZONTAL ABOVE AND BELOW OPENINGS BY 6'MIN AND SHALL HAVE O - - A MINIMUM WIDTH ADJACENT TO OPENINGS OF 12'. 5. PROVIDE SHEAR WALL EDGE NAIL SPACING FROM SOLE PLATE 10 TOP PLATE ON WALL SEGMENT END STUDS KING STUDS AND WIND POSTS. N SIMPSON 58 ANCHOR BOLT; B. HEADER SIZE PER PLAN,MINIMUM 2-2.6. OPENINGS 6•-0'AND LARGER REQUIRE 2x6 ON FLAT ALONG BOTTOM OF HEADER PROVIDE EDGE NAIL SPACING ALONG O r PER HOLDOWN SCHED. ON FROST WALL ON F-0UNDA710N WALL BOTTOM EDGE OF HEADERS. 7 ALL SHEAR WALL CONSTRUCTION,SHEAR PANEL SHEATHING AND FASTENING SHALL BE AS PER THE SHEAR WALL SCHEDULE UNLESS NOTED OTHERWISE IN THIS FIELD BUILT WALL PANEL _ CAST IN HOLOOWN ANCHOR DETAIL. °' SCALE 1"rr-0' Bd O 5'O.C. ROOF RAFTER OR � Tx BLK BTWN EA RPfIER OR TRUSS n/16d TOE TO WALL ROOF DIAPHRAGM - UPPERMOST PLY OF 70P PLATE TRUSS AND CUP PER - PLATE PLH 5HEAN WALL SuiEU sit THuSS/kAFiEN BNG ULIAIL SHEATHING (TIP.EA PANEL) PLAN AND DETAILS TITLE: A.T/PLATF PER PLAN .� . i6d O Y O.0 SHEAR WALL PANEL PER STAGGERED®HOLDOWN SCHED PROVIDE EN A7 ALL / / \ \ \ //! \ \ / STRUCTURAL POST IN EXTERIOR WALL WIND POS75 S10WN ON PLAN / / \ - \ \ / , \ UMITS OF SHEAR DETAILS HOLDOWN WHERE OCCURS 16d 0 3'O.0 ' \ ' / PANEL PER PLAN PER PLAN(TYP) STAGGERED 0 SHARED i // \ T/P�� WIND POST PER HOLDOWN(TYP) �.WALL s' / \ / ; •MIN \ PET R _ PLAN(TYP) SHEAR WALL EN TO Y I \ \ (N TE A4) \ \ I'^ / \ / EN SHEAR PANEL TO WIND POST(TYP) o d / '�f '/ WALL TOP \ BEN EACH SEAM EDGE EL A6 W // NOTE 16 \. \\ NOTE#6 \ / / PLATE \ TYP) DATE ISSUED: . 0. WIND POST PER NOTE E2 \, \ / W NOTE#2 \ EN SHEAR ` / / 02.02.2018 SCHED(TYP) .,b / W •,, \ / PANEL TO �/ 2X BLK AT SHEAR \ / WIND POST / / PANEL SEAM .REVISIONS: R.O.PER PLAN \ // 9 (TYP) // / NOTE '/ .� \ i LIMITS OF SHEAR \ i PANEL EN OR I EXTEND SHEAR PANEL TO. PANEL PER PLAN SMEAR WALL EN TO CL BLR AS REO'D CL ! i \ - \.\ \ /' % /� / NOTE pl FN PER PER ETANDAILNAPAT IXT WALL COMMON STUD PER WIND POST T AB \\' \ / :' SHEAR WALL PLAN ( ) / / \ i SCHED.(TYP) WI N D POST PER PLAN WALL L�!0 WALL Rl1879ECTIDN CKi15mE CORNER PER SCHED.WSP SHEAR WALL SHEAR WALL / i / (TYP EA END) I / / \\ •,\ .\\ '� R0.PER PLAN \ / SILL ANCHOR / ii i SILL PLATE SHEAR WALL PANEL PER mNDPOSf PER SCHED /�� �•. // / �— \ j PER SCHED. SgiED PROVIDE EN AT ALL O1HERm$IYPICPI I \ EN �. WIND IT POSTS SHOWN ON PLAN 3-STUD CORNER PANEL TO / GENERAL SILL ANCHOR DRAWN BY: Nays L L L L T.T. WS Bd 0 3' L L 2x SILL RATE WIND(TYP) / �P 1. ALL BUILT UP WIND POSTS SHALL BE FASTENED PER THE SOLE PLATE NAIUNG OF THE SHEAR WALL HOLDOWN AND WIND .0 SILL PLATE EN TOW SCHEDULE. POST PER PLAN W SOLID WALL SEGMENT(1'✓) (TAMED w Put L L PROJECT#: 04890 (TYP.EA PANEL) SILL PLATE 2. DIMENSION'CL"FROM FACE OF POST TD CENTER OF ANCHOR BOLT SHALL BE AS DEFINED PER THE IMIT OF PERFORATED SHEAR WALL(PSW)PER PLAN SHEARANCHO W PER SHEAR WALL LIMIT OF SHEAR WALL PER PLAN HOLDOWN ANCHOR PER DRAWING NO.: HOLDOWN ASSEMBLY MANUFACTURER - I.-STOW SCHED PLAN TYPICAL SHEAR WALL LAYOUT TYPICAL PER SHEAR WALL PSW TYPICAL SHEAR WALL ELEVATION D SCALE 1/2'_,•-0• A SCALE:1/2'=1'-0" J(1 O, L r ' STAMP: r. a3HD% 1;. 'V. f 2z6 BLK 2-,6d EA ENO 100 0 6'O.C. AX J'f TO 1RUS5 2x RIDGE BOARD TO MEET OR EXCEED VERTICAL CUT ON RAFTER I V�9:nf1f t'01, COLLAR TIE DOWN 15 ROOF HEIGHT FROM RIDGE 0 32'O.C.MAX, i i FASTEN EA END TO RAFTER rc/MIN 6-lOd NAILS . I SLOPED ROOF DIAPHRAGM SHEATHING PER PLAN .! 2z6 BLK 2x LAY-ON FRAMING i CONT 2x LEDGE PER PLAN NG SCREW EA SEE X/SO.X 4-tOd® y RAFTER ENDIA D D 0 VALLEY ' END DIAL I NAILER(UPLIFT GONN) TO BLK CONT 2x8(MIN)VALLEY NAILER rc/(2)-Y'x336' I. FRAMING SCREW TO EA B. 2-16d® GI AND INTERSECTING RAFTER j RIDGE LINE EA TRUS r BELOW I -I tod® A I 6' MA ENDDIAC CONSULTING TOBLK STRUCTURAL 2-I6d® ENGINEER, INC. EA TRUS 2-10d EA 336 Baker Avenue I END BLX Concord,MA 01742 _ — w .cse-ma.com CONT.DIAPHRAGM I 2x6 MIN BLK B 46' SHEATHING BENEATH _V 7x4 DIAf. 2x6 jRi.K- O.C.MAX ALONGOVERFRAME(SINIXE 2s6 BLK 2-16d EA ENO VALLEY NAILER RAFTER BAY ACCESSISSUED TO TRUSS A I ' 2x4 CONT OPENING PERMITTED) 2x4 DIAGONAL ALLGN rc/ FOR ROOF TRUSS DIAGONAL BRACING SHEAR WALL(:,:1 ? n LA Y-ON ROOF FRAMING (2x) SLOPE)MULTIPLE BRACE BLK scALE 1/r=F-o PERMIT BAYS WILL BE REQUIRED t6d 0 4'O.C..TYP' A9 02.02.201 8 DIAPHRAGM SLOPED ROOF DIAPHRAGM SHEATHING i 9 G ';{ SHEATHING PER PLAN PEP PLAN W . g L # RAFTER PER PLAN cc F-- �xo i GIRDER TRUSS G W T PLA STRAP FASTENERS a I PER PLAN W PER PLAN 74 STRAP L I O -J C I-- L( F— z POST PER PLAN i ROOF TRUSS W S1RPP PER PLAN(INSTALL ON WALL04 RUB BEAM OHA.O�� PRIOR TO SETTING BM) PER PLAN Q Ly CQC O TOP PLATE i J G ►�" PER SCHED .�SPUCE Q LU T PLA I ! \ W PER PLAN �J z JS STRAP L i W C N �J,J 1•� - o a BM WHERE TOP OF DROP BEAM BRG IS FLUSH TO TOP OF WALL J m L PROVIDE STRAP PER PLAN IN O O C LIEU OF TOP PLATE SPLICE -0 Lij KING STUD ADJACENT TO U m N �• DROP BEAM POST/BM TRUSS HANGER SEE TYPICAL ROOF C0 POST PER PLANT I TRUSS PERIMETER Q r O NOTES: --j--1-- BEARING DETAIL LU C1� � 1. STRAPS SHOWN REQUIRED ONLY LOCATIONS INDICATED ON THE PLAN. O L0 2. MINIMUM BEARING SHALL BE THE LARGER OF THE POST WIDTH OR THAT REWIRED BY THE 0- N SUPPORTED BEAM. O r n DROP BEAM /FLUSH BEAM DRAG TRUSS BEARINI T ROOF TRUSS SEC770N D SCALE 1"=1'-0' L SCALE i/2'=1'-0' TITLE: Y ROOF DIAPHRAGM �T'1 �I SHEATHING PER PLAN STRUCTURAL LAY-ON ROOF TRUSS DETAILS PEN PLAN - j E SLOPED ROOF DIAPHRAGM DRAG-11 SHEATHING PER PLAN I PER PLAN PERFPLANSS DATE ISSUED: i 02.02.2018 I DRAG TRUSS PER I i - REVISIONS: PLAN { I S 20 0 24'O.C.MAX ALONG BOTTOM I i CHORD TO COMMON RT EA SIDE (2)-,Od TO EA TRUSS I I ROOF 1RUA SHEARWALL SHEATHING PER PLAN WHERE OCCURS DRAWN BY: % IMP PROJECT#: 0Ep COMMON 4890 ROOF TRUSS PER PLAN TRUSS DRAWING NO.: DRAG TRUSS BOTTOM CHORD BRACING ROOF TRUSS SECTION 1 1'-0' SCALE:i/2'=1-0' J(�1 O �] t / L r GT PER PLAN ROOF 77?USS LOAD STAMP: SIMPSON HGT OR VGT TYPE HOP Af_ WALL TOP PLATE GIRDER CONNECTION TO TIE-DOWN SCHEDULE ASSEMBLY OR APPROVED f SUBSTITUTE DEAD LOAD LIVE LOAD s i �T. RODNASSEMBLY COMPATIBLE Sm1H TOP CHORD 10 PSF (SEE NOTE 1) �.xl Nq(tt77 CONNECTOR ^ BOTTOM CHORD 10 PSF 10 PSF �. (SEE NOTE 2) i' ROD ASSEMBLY TO INVERTED TOTAL 20 PSF N/A HOU2-SDS25 (TYP OF 2) ROOF TRUSS LOAD 5CHEOULF NOTES COL PER PLAN AUGNED UNDER GT AND CONT TO FNON(TYP) 1. ROOF UVE LOADS ARE SNOW IN ACCORDANCE WITH THE UVE LOADS ON DWC SO.I. ROOF UPLIFT REACTION OVER 330DO TRUSS DESIGN MUST INCLUDE UNBALANCED AND DRIFT LOAD CASES PER DETAIL A. 2 BOTTOM CHORD LIVE LOAD OF 25 PSF SHALL BE CONSIDERED ON ROOF TRUSSES ONLY IN THOSE PORTIONS OF CHORD AND ANY OTHERE ATTIC SPACE WHERE THE CLEAR MEMBER IN THE TRUSS EXCEEDS 42�GHT BETWEEN THE BOTTOM GT PER PLAN 3, TRUSSES SHALL DESIGNED IN CONFORMANCE WITH DETAIL B FOR A NET UPLIFT DUE ' CONNECTION HARDWARE AT TRUSS SUPPORTS SHOWN THESE DRAWINGS WALL TOP PLATE SIMPSON MGT TYPE GIRDER TO WIND. I\ PER PLAN CONNECTION TO TIE-DOWN ARE ESTIMATED FROM THE LISTED LOADS. WHERE THE TRUSS DESIGNER REQUIRES AN `-BRC WAIL OR BM PER PLAN SUSSFMN R APPROVED ALTERNATE CONNECTION TO THOSE SHOWN ON THESE DRAWINGS.IT SHALL BE SO NOTED CONSULTING ON THE TRUSS COMPONENT LAYOUT PLAN OR SHOP DRAWING. FT-2 PROVIDE SQUARE WASHERS STRUCTURAL COMPATIBLE WITH CONNECTOR 4. DRAG TRUSSES(D SHALL BE DESIGNED FOR DRAG FORCES IN THE PLANE THE TRUSS WHERE INDICATED ON THE PLAN. ENGINEER, INC. 5. GIRDER TRUSSES(GT)SHALL BE DESIGNED FOR ADDITIONAL LOADS FROM FRAMING 336 Baker Avenue SUPPORTED BY THE TRUSS AS SHOWN ON THE PLAN. Concord,MA 01742 L ROD ASSEMBLY TO INVERTED w .cse-ma.com HOU2-SDS2.5 6. AND SP MECHANICAL EQUIPMENT SUPPORT ftEOOD TRUSSES. NTS WITH MECHANICAL DRAWINGS AND SPECIFICATIONS PRIOR 7D FABRICATING WOOD TRUSSES. COL PER PLAN ALIGNED UNDER PER PLAN GT AND CUNT 10 FNDN(TYP) ISSUED BRG WALL OR BM PER PLAN DPIgTTRIaoTIONro33°°�ET3 NOTES FOR GT PER PLAN 1. TRUSS BRACING SHOWN MAY NOT REFLECT ALL REQUIRED BRACING(BOTH TEMPORARY AND PERMIT PER PLAN] PERMANENT)THAT IS REQUIRED TO COMPLETE THE TRUSS INSTALLATION. THE CONTRACTOR SHALL 02.02.201 O BE RESPONSIBLE TO INSTALL BRACING IN ACCORDANCE WITH THESE DRAWINGS,THE TRUSS SHOP U DRAWINGS AND THE BSCI MANUAL WALL TOP PLATE 2. THE EXACT QUANTITY OF CONTINUOUS WEB BRACES SHALL BE DETERMINED FROM THE TRUSS SHOP DRAWINGS. A MINIMUM OF 2 CONTINUOUS WEB BRACES SHALL BE PROVIDED BETWEEN TRUSSES ON x THE 2 CENTERMOST COMPRESSION MEMBERS WHERE NO CONTINUOUS WEB BRACING IS NOTED ON THE TRUSS STOP DRAWINGS PER PLAN 3. TEMPORARY ERECTION BRACING IS NOT SHOWN HERE AND SHALL BE PROVIDED BY THE CONTRACTOR F , GIRDER CONNECTION TO WALL IN ACCORDANCE WITH THE BCSI MANUAL REFER TU PREFABRICATED WOOD TRUSS NOTE 118 ON DWG. z BRG WALL OR SM PER PLAN PER THE FOLLOWING(OR SO.2 W Frr-7/ar-7 APPROVED SUBSTITUTE} C w 12 COL PER PLAN AUGNED UPUFT PER SIMPSON 2X CONT WEB BRACING,SPLICE Gn- W PER PLAN I- UNDER GT AND CONT TRUSS MFR CONNECTOR REMARK DIAGONAL BRACE PER BC51-83 SHALL BE MIN 1 TRUSS BAY,NAIL TO EA O Lv FT PER PLAN,TYP 'EPROFILE R PLAN TO FNDN(TYP) DWC PROVIDEDATNG EA CONT END AND MWEB BRACE CHORD n/2-10d(TYP) J CUNT 2x HORIZ ALONG TRUSS END VFRTS n/ OCCURS - UPL�T REACTION TO$BOOT <.5001 H25A,H10 NOTE$2 W L0 2-10d 0 EA TRUSS 01/TO 850 H10 H705, _ W ((j z 2-H2.5A 2x DIAGONAL ILK EVERY OTHER BAY(48-D.C.). B51 TO 1,500 LOT TYPE - C Q ,r- ALTERNATING DIRECTION,2-10d EA END TO VERT PER PLAN NOTES: .. J H- C BILK ON TRUSS BRG WALL OR BM PER PLAN 1. ALL GIRDER TRUSSES WITH UPUFT REACTIONS EXCEEDING 850/SHALL BE STRAPPED THROUGH FLOOR _ < W -0 <CC -6 -8 PLATES WITH CS16 STRAPS AND A MINIMUM HOLDOWN HDU2-SOS25 SHALL BE PROVIDED AT THE - W G ' BASE OF THE LOWEST LEVEL POST AND CONNECTED TO THE FOUNDATION SIMILAR TO THE HOLDOWN ID'-or 10'-0' C cf Z N ...,,,..... .. - '.: SCHEDULE MAX MAX t i i 12 2K CUNT BOT CHORD TRUSS Wec W PER PLANF_ 2. WHERE ONLY A SINGLE H25A IS SHOWN,MULTIPLE-PLY GIRDER TRUSSES(GT)SHALL HAVE AT LEAST BRACING®10'O.C.MAX,NAIL G O X J i 2-H25A CONNECTORS,ONE CONNECTED TO EACH SIDE OF THE GIRDER AT THE BEARING LOCATION. TO EA CHORD w/2-10d(TYP) z `�w,g 3. THE STRUCTURAL ENGINEER RESERVES THE RIGHT TO DESIGN GIRDER TRUSS HOLDOWN ASSEMBLIES - FOR THE ACTUAL UPLIFT LOADS SPECIFIED ON THE APPROVED ROOF TRUSS SHOP DRAWINGS TYPICAL TRUSS B_EVATlON O m '0 W T PLA _ _ PER PLAN C/7 N PER PLAN n TYPICAL GIRDER TRUSS (GT) TIE-DOWN 6 PERMANENT TRUSS BRACING p BRG WALL OR BM PER PLAN U SCALE:NONE SCALE:NONE N i A=5.2' V=140 MPH O (1J 12 1. DESIGN OF ROOF TRUSS COMPONENTS SHALL CONSIDER THE FOLLOWING SNOW LOADING TRIBUTARY GROSS PRESSURE O r- PROFILE PER PLANT CONFIGURATIONS IN COMBINATION WITH OTHER APPLICABLE LOADS IN THE TRUSS LOADING SCHEDULE ROOF NET VERT 2x BILK w/2-fOd £R PLAN 2. LOAD IS CONSTANT ON LINES BETWEEN SAME POINT MARKER ZONE AREA UPLIFT Lv EA ENO TO TRUSS OCCURS 3. LOAD VARIES UNEARLY ON LINES BETWEEN DIFFERENT POINT MARKERS. (ff) POSITIVE NEGATIVE d CHORDS 4. THE FLAT ROOF SNOW LOAD(PI)AND SLOPED ROOF SNOW LOAD(Ps)SHALL BE AS NOTED IN THE 1 20 13.4 PSF -34.4 PSF-224 PSF LIVE LOAD SCHEDULE FOR THE SLOPE OF ROOF ON WHICH THE POINT MARKER OCCURS. WHERE A FLOOR TRUSS STABILITY BRACING AT SUPPORT POINT MARKER OCCURS AT THE INTERSECTION OF TWO DIFFERENT ROOF SLOPES,THE VALUE OF Ps G SCALE: PER PLAN SHALL BE TAKEN FROM THE ROOF WITH THE LESSER SLOPE 1 50 23 PSF -33.2 PSF-21.2 PSF BRG WALL OR BM PER PLAN - _ 5. THE FOLLOWING POINT MARKER NAVIES SHALL BE CONSIDERED: 1 lOD 11.4 PSF -323 PSF-20.3 PSF - _ TITLE: - ��� A=LOP. B=20P, 2 20 13.4 PSF -529 PSF-40.9 PSF C=O.SP1 12 0=2.OPf b 2 50 12.3 PSF -44.5 PSF-325 PSF PER PIANO NOTES: - 0 2 100 11.4 PSF -38.2 PSF-26.2 PSF STRUCTURAL 1. 2X6 STRONGBACK SHALL BE LOCATED AS CLOSE TO THE BOTTOM CHORD AS POSSIBLE 1.0 P 3 20 114 PSF -73.8 PSF-61.8 PSF � DETAILS BALANCED: SF.5 PSF-41.5 P-- 3 50 123 PSF -53 �y_ y x 2 TRUSS SPANS LINO WIRE A P RONGBALK TRUSS SPAN FROM FEET 1D 20 I I I I FEET SHALL HAVE A STRONGBACK LOCATED AT APPROXIMATELY MID-SPAN. 3 100 11.4 PSF -38.2 PSF-26.2 Pff PER PLAN }2 PSF 3. STRONGBACKS SHALL RUN CONTINUOUSLY ACROSS SIMILAR TRUSS LAYOUT WHEREVER POSSIBLE. P 1 20 31.4 PSF -33.5 PSF-21.5 PSF ALTERING STRONGBACKS FOR M/E/P SYSTEMS SHALL BE DONE ONLY WHERE ABSOLUTELY NECESSARY BRG WALL OR BM PER PLAN AND SUCH THAT AT LEAST A MINIMUM OF 3 TRUSSES ARE CONNECTED WITH A STRONGBACK ON EITHER -0 -3 EAVE PROFILE 1 50 30.2 PSF -31.1 PSF -19.1 PSF \•\��\\ \\ DATE ISSUED: SIDE OF THE ALTERATION. NO SINGLE TRUSS SHALL BE LEFT WITHOUT A STRONGBACK CONNECTION. PER PLAN \ \ 12 WHERE OCCURS 1 100 29.3 PSF -29.3 PSF-17.3 PSF \\\ \. \, 02.02.2018 2x6(MIN)STRONGBACK RESTRAINED AT EA p \\ z\. 9 \� PER PIANO O 2 20 31.4 PSF -39.4 PSF-27.4 PSF REVISIONS: TRUSS n/3-100 NAILS 7D VERTICAL 2X •�a W,g W 5'-B' 2 50 30.2 PSF -37.1 PSF-25.1 PSF Tpr-ALS'OP®ROOF 2 100 29.3 PSF -55.3 PSF-23.3 PSF ,\\\\\\\\\�\ \\• 3 20 31.4 PSF -39.4 PSF-27.4 Pff n-\� \\\ � .Z PER PLAN \\\ \\'UNIT lOF I 3 5O 30.2 PSF -37.1 PSF-25.1 P SAVE PROFILE SF \\\ �\�� \\• BRG WALL OR BM PER PLAN RIDGE DRIFT AREA V Y(�); \\•- •\\ ' RT-2/OT-2 N 3 TOO 29.3 PSF -35.3 PSF-23.3 PER PLA A A p PSF O \ \\ 12 WHERE OCCURS GN 2 10 - -59.8 PSF-47.8 PSF ., \\\�• PER PLAN I- 1 < \:> DRAWN BY: - wB 6 1 2 20 - -50.0 PSF-46.0 PSF I n I �P 2�� G} L. ��2 _ yj A 1 i A ,� p �fr A 2 50 - -55.5 PSF-43.6 PSF PROJECT#: 04890 �72x4 VENT A7 EA TRUSS a 3 10 -59.8 PSF-47.8 PSF GABLE END 2x6(MIN)STRONCBACK B / B . n/Z-Hid NAILS T7�10 RESTRAINED AT EA TRUSS PER PLAN A o DRAWING NO.. TRUSS CHORDS �1 1�' ON 3 2O -58.0 PSF-46.0 PSF n/}-10d NAILS 70 BUT ry DRIFT 2 0 2 A S 50 - -55.6 PSF-43.6 PSF _ wf 2x VERTICAL CHOW lc 2.VEAL RF-1/Of-1 BRG WALL OR BM PER PLAN E���AT IIVTESECTION z j FLOOR TRUSS BRIDGING �LTRUSS PROFILE SCHEDULE n SNOW LOADS FOR HIP/GABLE ROOFS A ROOF COMPONENT UPLIFT SCHEDULE S 0 8 . SCALE:1'=1'-0' L SCALE:NONE L' SCALE:NME „ SCALE NONE L r STAMP: 4CS7/ram. i 1 2 3 4 41-6' I I I I 1 4'-0' 12'-D" 22'-6' 1 2'-7' 9'-2- 6'-5' 25'-11" TOW EL=3B' TOW EL=38'-6• 4"CONCRETE 3 W20[34'-2'] 4'CONCRETE _ o SLAB-ON-GRADE -0 (EXTERIOR) 504 �( (INTERIOR) FOC - -- - - - - - ASSUMED FOND WALL - - - - - - '0 FOC - UCTIO , ----- -- -- NOTE ie THIS Dwc I I Foc r _ H - SLABN GRADE i -- r/sue Tow EL 36 a"CONCRETE 0 CONSULTING c T SLAB c n I r________ __I .d. 2 , (INTERIOR) z7 5 STRUCTURAL Y EL 38 6 I TOW EL=36'-2Y' I SO 3 - ! 6" P 10 Foc rF ---J - ----- - — - _---- --_- _�___-J L_— 50.3 W20(33'-6'] F.D - - - I - G ENGINEER, INC. , -_\ Concord, Avenue ______ _ _________� - - - _ _ _ Vnvv. e- FOC" ' ~ 336 Baker IT/SHELF EL= _ T/SHELF EL=38'-0' I - -_----- Concord,MA 01742 R ma.com I W-76;' i A E B/FTG MAX '^ TOW EL=35'-1' T/S1ElF EL=}6'-7�' I I 1 I T 2H:IV, �^, TOW EL=2Y-11' I I I n DETAIL a B/FTG=23'-5' I I A/S0'4 I EL=38-6 I p SLOPE PER ; ISSUED ARCM DWGS LIMIT OF EXTERIOR SLAB ON GRADE 1 I I C i o 0 o I i TOW EL-38'-6' p b FOR I T/SHELFEL=}6'-o d so3 I PERMIT 02.02.2018 W20[2'-10"] B FTG-25-11 I I i 4'CONCRETE n I SLAB-ON-GRADE D I II II EL=38'-6' Ea_G) _ _ _____ S0.3 -1 FOCI FOC r--------J — Z __ ___ _____ — E LL 6' I I TOW a'-1 ------------------ _----- ------ II I T/SHE 17_5. I I I __----- - --L- I Z F_ _ ASSUMED FOND WALL W20(33'-6-, L Wp— rL_ IC — . TYP C4 CONSTRUCTION ,\50C.4O NSTRUCTION JOINT, - (I W SEE NOTE 16 TI115 DWG a_ W I I 1 Y OTOW E = L_ __J L-1_J I J 38'-6• F3.5A F3.5A F3.5A LJ ~CGrW'�u LCC10 T/SHED EL= -0 TOW EL=39'-6' W Vr CD ue T/SHLA TYP =38'-YI II S I N WLU SLAB a,TYP �I D4 FOCL CONCRETE OS4- -GRDE \ P R_1 INTERIOR) F3.5A . . . . . . . . . . . . . . . . . . . . . . . -0 � 4" NR C4CRELU SLAB-ON GRADE (INTER) r - �O I I �T Q OW20(34 - C _ - C4 1=A- wJ, J CS,A._ON_GRADE SO.3 U) NTEWDR NJ __-J O F_SA , 3 FRAMING OPlN,TYP BM BBC PC ET SEE I I I I I `W20[25-1i] I I C I I I I I d jI TOW EL=38'-2Y' SDA I 7 I _ 1 _ _ TITLE: C4 I I I ASSUMED FDND WALL I I CONSTRUCTION JOINT, T/SHELF EL=38'-0' i I I € I I I SEE NOTE---@6 THIS DWG ----- ------------------------- ——————————— ------J = FOUNDATION PLAN '{SH _ F3.SAELF EL -7i' 1 _ - o A — LI ____-____ JFOC W20[33'-6"]______ ___________ ____________p —__----- -T TOW EL-38-6'_4* SD.3 6' I TO" A l o DATE ISSUED: 2 W20(25'-11"] LLMIT OF FNON TOW EL=3B'-2Y' WALL TYP 1'_0• 02.02.2018 LIMIT OF FTG,TYP REVISIONS: I 4'-0' 41'-i' 41-6' I 86'-7' FOUNDATION PLAN NOTES 1 2 6 1. SEE DRAWING SO.1 AND SO.2 FOR STRUCTURAL NOTES,ABBREVIATIONS AND 9 SCHEDULES FOUNDATION PLAN I. FOOTING DENOTEDELEVATION DENOTED BO/•]OTING SCHEDULE ON SOLI. BOTTOM OF 4' PRORRTO CON ALL STRUCTIONS P O WTH F FOUNDATIONWALL ARCHITECTURAL ELEVATIONS AS SHOWN DRAWN W. KEP 1/4'=1'-0' ON THIS PLAN ARE REFERENCED FROM CIVIL/STE DRAWINGS. PIERS DENOTED'P-�`'SEE PIER SCHEDULE ON DRAWING 50.3. PROJECT#: 5. SEE DRAWING 53.1 FOR HOEDOWN LOCATIONS RIGID TEMPLATES SHALL BE 04890 3. SLAB-ON-GRADE USED TO SECURE THE LOCATION OF HOLDOWN ANCHOR BOLTS IN FOUNDATION WALLS PRIOR M PLACEMENT OF CONCRETE. 'WET STICKING"OF HOLDDWN DRAWING NO.: 4'INTERIOR SLAB: MINIMUM 4"THICK NORMAL WEIGHT CONCRETE ANCHOR BOLTS IS NOT PERMITTED.ANCHOR BOLT AND FOUNDATION WALL AFORM -W'2.9xW29 WWF AT I)r INSULATION VAPOR REINFORCED PATH 6x6 PRIOR TO LAYOUT PLACEMENT OF CONCRETE,BY A PROFESSIONAL LAND SURVEYOR • 9'EXTERIOR SLAB: MINNUM 4'THICK NORMAL WE1CHT CONCRETE 8. FOUNDATION DE5CM ASSUMES PLACEMENT OF BASEMENT FOUNDATION WALLS �1 1 O SLAB-ON-GRADE REINFORCED WITH 6x6-W29xW2 J9 WWF AT 2'DOWN FROM FOLLOWED BY BACKFILL AND PLACEMENT OF FROST WALLS j SLAB SURFACE BROOM FINISH. L r STAMP: HOF s i a T m;L-aIII I ON-GRADE I CONSULTING so.s sD.3 STRUCTURAL _ _ I _ ENGINEER, INC. / r• L _ _ _ — — — — — — — — 336 Avenue — — ^ ^C /1 Concord,ord,MA 01742 ----i � www.cse-ma.com I � I I ,.5 ISSUED ' SLAB-ON-GRADE FOR so.a SLAB(SEE s°) O PERMIT I 40• _1 p 47 O.C. � SLAB ON-GRADE -GRADE I zo' (SEE s1.a> 02.02.20.18 2p• 1 p z D.C. � I L_________J — E � I w I IDB314Q C41 1 q8314L I IC DB 14L I C411 DB 114L 2 w Cl- w 350.6 Of O O F- L w so s w c~n Z � CD STAB-ON-GRADE Lu C � (SEE 51.0) 20" 2 O.C. r w r ®2" ll a c czc cN LLi ca -X w 50.4 G J O 66 > �J S AB-ON-GRADE O `O (SEE '604 rw— *' 0 VJ C/) I 0031 8314L CA I I DB 14L I C4 CE%J O BM BRC P ET SEE O N NOTE f7 THIS DWG,TYP F O r c I = � STAIR OPENING TITLE: . I ca '� G_K FIRST FLOOR zo• -1 0 z'D.C. _ �B FRAMING PLAN B u DATE ISSUED: I 02.02.201 B SO.a REVISIONS: ORST FLOOR FRAMING PLAN NOTES I 1. SEE DRAWING SDA AND 5O.2 FOR STRUCTURAL NOTES.ABBREVIATIONS AND SCHEDULES. \ 2 POSTS DENOTED-Cp"SEE POST SCHEDULE ON 5O.1. FLOOR DIAPHRAGM SHEATHING PER WOOD CONSTRUCTION NOTES ON ORAWWG g 1 2 \ \\\ \\ 6 3. SO.z. S. FLOG E D DRAWN BY: �\ \\ FIRST FLOOR FRAMING PLAN FL OO DRAWING TRUSSES S DENOTED'FT-jr'SEE FLOOR TRUSS SCHEDULE AND DETAILS ICEP t/a'=1'-0'hTD,PSF \ 6. TRUSS BLOCKING TO MATCH TRUSS DEPTH SHALL BE PROVIDED CONTINUOUSLY PROJECT#: 04B90 ALONG ALL TRUSS SUPPORTS UNLESS SUPPORTED BY HANGERS. \ \ \ 7. BEAM BEARING POCKETS SHALL BE MINIMUM 4'LONG INTO WALL AND HAVE A DRAWING NO.: WID1H EQUAL 1D THE BEAM WIDTH PLUS 2•. POCKET DEPTH SHALL BE MEASURED DOWN FROM JOIST BEARING AND BE EQUAL TO THE.BEAM DEPTH PLUS 1J4"FOR A 2x PT NAILER PLATE.PROVIDE MINIMUM)r CLEAR ALL \.\ \ AROUND BEAM TO ALL ADJACENT CONCRETE SURFACES OR WRAP BEAM END S2 . 1 . j r/MOISTURE BARRIER. B. TRUSS STABIUTY BRACING SHALL BE PROVIDED IN ACCORDANCE WITH DETAIL G/SO.B ALONG ALL INTERIOR FLOOR TRUSS SUPPORTS FLOOR TRUSS BRIDGING SHALL BE PROVIDED IN ACCORDANCE WITH DETAIL F/SO.B. LIVE LOAD KEY PLAN L r� l STAMP: TI 56 7 83 I I I I I I 2x8 0 16'O.C.LOW ROOF _ I _ _ `.::'•'.: - 2x10 LEDGER Y f{ r RT-i® .� P226 FB3210 CONSULTING— — — — — — — �/ 24• ®ti ®ci SO.5 f 2xB 0STRUCTURAL �16,Ox c ENGINEER INC. 336- — — — — — — —4® 4•G.G: 6 f T Concord,mv.Baker Avenue2 6 r 26 ..,....!.. �0 www.cse-ma.mm RT 5® 0 t 32Q F Jp`• LAY-N 0 I L i 2 w� 16.O.C. I ;' RIDGE 2X8 VERFRA ING SO.7 dg E ISSUED ®16, 6 D.D. o FOR RID u a - Rr—a o za D.C.' 2 PERMIT GT-2 b 26 _g® 4.O.C. m 1 O 2 1 8 • J o ... � i .. X%%X H R�IZONT y. STRAP ® DETAIL 1.7 50.5 �a I 80 Ri- 02 O.C. I i F—H o w W . .c. .. L U 9 v LLEY d W Ln I J ci FR NG WLID ® 6 .RIDGE z h PT2 RIDE .�., Q RB2212 226 .. / Q O _ .......... __ ........... ._...._..-_ .. _... . .......... PER ARCH I � 10 00 O 16 LU z Of 04 ___ ...... .. .. ® I G� O �W_ 326 RT 1 B 24• J qz— R-2 0 O.C. _ O RT 3 Y.-ON I U m N � Oil r O s SLOPE ON - I 0 PER ARCH CO -01 ' LO ® 50.7 50.5 N 1 O I s INDICATES MOMENT 50.5 CONNECTION,TYP RIDGE CT-2 I TITLE: RIDGE .- 326 ....... .. .._ ...... .. ..._ _ .. s ROOF x o R7 - 2 4 O.C. w I _ FRAMING PLAN d i RT_40 24.CC y �� B RT-4 0 24• .C.-� .-c <� 1 T13i 2 DATE ISSUED: 1 02.02.2018 �S REVISIONS: I I I ROOF FRAMING PLAN NOTES - .� I. SEE DRAWING$0.1 AND SO.2 FOR STRUCTURAL NOTES,ABBREVIATIONS AND 9 SCHEDULES 2. ALL HEADERS SHALL BE LOCATED TO ACCOMMODATE ROUGH OPENINGS AS DRAWN BY: ROOF FRAMING PLAN INDICATED ON THE ARCHITECTURAL DRAWINGS VERIFY ALL HEADER KEP 1/4,-i'-0' ELEVATIONS AND ROUGH OPENING DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. PROVIDE TRIMMER AND KING STUD PROJECT#: �90 QUANTITIES PER WOOD CONSTRUCTION NOTES ON DRAWING S0.2. , 3. ROOF DIAPHRAGM SHEATHING PER WOOD CONSTRUCTION NOTES ON DRAWING DRAWING NO.: SO.2 4. ALL TRUSSES AND RAFTERS SHALL BE FASTENED TO SUPPORTS WITH H25A P � CUPS.UNLESS OTHERWISE NOTED ON THE PLAN. ��-, 5. RUUF'MUSSES DENOTED-RT-f• •GT-jr AND•DT-,9•,SEE ROOF TRUSS SCHEDULE AND DETAILS ON DRAWING SO.8. S� L- f J1�/ L ` r - STAMP: cSW of 5 6 7 8 9 y mVAie - - - - - - - - I I I I I I I I I — - - - - - - - - I I I CONSULTING STRUCTURAL ENGINEER, INC. ..;::::._. .:...... — — — — — — — — — — 336 Baker Avenue H HDU4 ... Concord, MA 01742 ww w.cke-nlma m— Hova' �. ISSUED :� .. FOR PERMIT I '..,.....,.:._...�....:..L. I 02.02,2018 HDUS HDUS I., PSW-6 ........ ....:. I I HD14 p — — w _ w LU LLJ "' Lo N - [[ LU 'O t ... ..._............... HDU4 I C z Q CD E' E, I Q w -LU Q --. -- HDU5 — N La` _ ... ..._.......... I w mm. .:. I p... . ._........_ ..... .. _ ... . ...... In IIa N o � LU I I I: ',;I CONTRACTOR TO COORDINATE I O 's...........__._...............:' CONSTRUCTION SEQUENCE FOR I: t; INTERIOR WSP SHEATHING I O N ... :>.................._..............:; INSTALLATION r— _ I _ ......._._.. _........._... ... 'i. I ILI HDU4 ...-[ TITLE: ...... .._ . ...... _ ............. _... ._ FIRST FLOOR STUD DUPLAND BRACING HDU2 — — .. ....... .. -_. .... HDU2 — — — — — — — — I I PSW NDUI -6I I HDUS I DATE ISSUED: 02.02.2018 REVISIONS: STUD LAYOUT AND BRACING PLAN NOTES: Z - 6 i. SEE DRAWING 50.1 AND SO2 FOR STRUCTURAL NOTES AND ABBREVIATIONS g 2 ALL WALL LAYOUTS AND ROUGH OPENING LIMITS SHALL BE AS INDICATED ON FIRST FLOOR STUD LA POUT AND BRACING PLAN DRAWINGS AND ARCHITECTURAL DRAWINGS SHALL BE BROUGHTTO THE THE STRUCTURAL DRAWN BY: IEP ATTENTION OF THE STRUCTURAL ENGINEER AND ARCHITECT PRIOR TO 1/4"=1'-0" PROCEEDING WITH THE AFFECTED PORTION OF THE WORK. PROJECT#. 04890 3. UNLESS OTHERWISE NOTED ON THE DRAWING,THE MINIMUM STUD SUE AND LAYOUT FOR LOAD BEARING AND SHEAR WALLS: DRAWING NO.: EXTERIOR WALLS 2r6 0 16'O.C. INTERIOR WALLS PER ARCH DINGS ., 4. HOLDOWNS DENOTED"HDUS",SEE IIULUUWN SCHEDULE ON THIS DRAWING. ' t 5. SHEAR'NAILS DENOTED"SW-jr OR"PSW-f.SEE SHEAR WALL SCHEDULE ON J r THIS DRAWING. ij1 r 6. MOMENT FRAMES DENOTED'✓)~ SEE DETAIL B/S0.5 L STAMP: r 26 Lu 4' - 0" 4' - 0"r I I - 7 I/4" 24' - 113/4" �` 9' - I I/8" 6' - O I/8° - 5/8 N o ti Of '1. co Z ti / D � w = p - 011 cn 1rr O J f � a N I ° 8 1 KNEE WALL WITH Lu U 1 m U L..i... FENCE AT AREAWAY `'"-.. rn w _ F— Zzz N L) Ll `�► /+y i f'atY'} a p / AREAWAY '► C� / Z F jiCD I Z H cn o ❑ , Fr-) p W i ❑ �" mN coo ....... i ..` To N AWNING � � .........................................................._....................... ..................._......._. _................ .................................................................................................................... .... .................................. i .. rCDi ABOVE ' _ Oob Ln CUSTOMER AREA / /VESTIBULE N r a RETAIL SPACE m 85 SF f H.P. RAMP I 675 SF i PATIO - - W ul-- - - _ J CORRIDOR W � � SERVICE AREA / 3 85 SF p Zo 268 SF Q PATIO WALL �t WITH CONTOURED .... :..... g r J ., COPPING a N H.P. MEN S H.P. WOMEN S N �! "' W0,5 � ,- 56 S F 56 SFLn Q RETAIL SPACE LL W Z ---=-- N / - N W Cn .. .. ; ................... ' 1187 SF CD I„U i # -------- - m ------ L-------------------- -.. J rn ........ ......... I i E --- TITL E: AWNING ------ KITCHENABOVE FLOOR PLAN _....... ....... -------- ....................................... N / ....._. -------- ----- 644 SF ......... -- ---- i OFFICE -------- - / STAIRS & LOADING 115 SF AREA 10/ / DATE ISSUED 10 1 _ ,� 7 N — REVISIONS: 137 SF NO. DESCRIPTION DATE f Cj ' - 1 PROGRESS 9/26/17 J ..... ...... 2 ISSUED FOR SPR 10/10/17 1 _.... _... ...... _... _... ..... ..... ._... ...... ._.. _... .....,. ..... ...... _... -- k.... ...._ „._. .„.... .— — — ..... ..... __.. ..... ..... ...,.. — — ..._. ..... — ..... ..... .. - ..... — ..... ...... . ....................................... ;.. -. - _. _._. _ _ _ _ - _ _ _ _ - _ - _. _ i..... - - _._. _ - - - ._. _ - __.. - _ _. - _ _. _ _ _ _ _ w _ _ _ - _ _. _ - _ _ HIGH WINDOWS L------------------- ABOVE 9 BLDG. SET BACK LINE U DRAWN BY: RFT SCALE: 1/411 _ 1 1_O11 o, a DRAWING NO.: u FOOTPRINT = 3,661 GROSS SQ. FT. Al U c N E ■ N � PROPOSED PLAN f� N 3 V n BROWN LINDQUIST FENUCCIO & RABER ARCHITECT LETTER OF TRANSMITTAL PROJECT: Commercial Development for S.B. Nominee ARCHITECT'S PROJECT Trust NO: 1254, 1266, 1276 Main Street ## Osterville, MA 02655 DATE: 3/21/18 To: Town of Barnstable Regulatory Services— If enclosures are not as noted, Health Division please inform us immediately. 200 Main Street If checked below,please: Hyannis, MA 02601 ( ) Acknowledge receipt of enclosures. ATTN: Marybeth McKenzie O Return enclosures to us. Phone 508-862-4644 WE TRANSMIT: (X) herewith ( ) under separate cover via ( ) in accordance with your request FOR YOUR: (x) approval ( ) distribution to parties ( j information (x) review&comment ( ) record ( ) use ( ) THE FOLLOWING: COPIES DATE REV. DESCRIPTION NO. ACTION CODE 1 3/21/18 3 Ring Binder w/ Equipment & Finish information 1 3/21/18 Memo for revisions & clarifications 1 3/19/18 1 Architectural dwgs with revisions (12 full size sheets) 1 1/31/18 Mechanical & Electrical Permit Engineered dwgs. (21 full size sheets 1 2/17/18 Plumbing Engineered dwgs. (9 full size sheets) ACTION A. Action indicated on item transmitted D. For signature and forwarding as noted below under CODE B. No action required C. For signature and return to this office E. See REMARKS below REMARKS For your review for the above noted project. From: Rod Toaolewski-BLF& R Architects Inc 203 Willow Street Yarmouthport MA 02675 93B Court Street,Unit#22 508-927-4127 Plymouth,MA 02360 508-362-8382 W W W.CAPEARCHITECTS.COM z TENBROWN LINDQUIST FENUCCIO & RAQER_ARC HITECTS, INC. Ms. Marybeth McKenzie Town of Barnstable-Regulatory Services—Health Division 200 Main Street Hyannis, MA 02601 RE: Proposed Commercial Development S.B.Nominee Trust 1254, 1266, 1276 Main Street Osterville,MA02655 Ms. McKenzie- Below,per your request via email to Nick Lagadinos on March 9a'on the open issues related to the review of the Permit Drawings for the above reference project we have addressed or provided more information for you: ■ Equipment, fixture and finish specifications: • Provided in an included three ring binder all the basis of design food service equipment cut sheets along with updated equipment schedule. • Fixtures per the plumbing engineered permit drawings—also included within— refer to dwgs. P0.0 thru P2.4 (9 sheets in total.) • Interior finishes selected as basis of design at this point are also included in the three ring binder along with updated room finish schedule and legend. Also see drawing A9.1. ■ Changed the 3 bay sink to include drain board at both ends. Refer to bubbled change on drawing A1.6. ■ Dishwasher relocated under left drain board per same change on A1.6. ■ Specified under counter high temp dishwasher does have Wash Temp @ 150 degrees and Rinse Temp @ 180 degrees—refer to equipment cut sheet#25 in the three ring binder. ■ Noted the change to hands free hand sinks in the equipment schedule and we'll select a faucet system to comply with BoH recommendations and requirements. ■ No food preparation is planned for the basement but there will be some dry storage. We have updated the basement finishes to reflect BoH recommendations and requirements— See dwgs. A1.4 &A9.2. ■ Bathroom doors have now been noted to include closers as part of the door hardware. See dwg. A9.2. 203 Willow Street 93B Court Street,Unit#22 Yarmouthport,MA 02675 Plymouth,MA 02360 508-927-4127 508-362-8382 W W W.CAPEARCHITECTS.COM I ■ We have (7) operable casement windows that we will provide screens per BoH recommendations and requirements. See dwg. A9.3. ■ We have added partition wall separating the mop sink and ware washing area—See dwg. A1.6. ■ We have added employee lockers in the basement adjacent to the stairs for personal item storage. Also a chemical/cleaner storage cabinet has added to the basement storage area near the double doors - equipment item#67. See dwg. A1.5. ■ Dipper well added on the wall adjacent to the Gelato case. See dwgs. A1.6 &A1.7 as well as equipment# 68. ■ Ceiling tile specifications are in the three ring binder and locations noted on drawings A1.3,A1.4 &A9.1. Where applicable they will meet BoH Recommendation and requirements. ■ Basis of design paint specified will be water based epoxy type. Refer finish legend and specification sheet in the three ring binder under P-1 finish and dwg. A9.1. We have also included in part of this revision and clarification package the Mechanical, Electrical and Plumbing engineered Permit Drawings from Engineering Design Services, Inc. The information within was completed and affidavits submitted under direction of MA licensed engineers as part of the building permit application. If you require anything further or have any questions,please let us know. Thank you, Rod Topolewski Architectural Designer&Project Manager Brown, Lindquist, Fenuccio &Raber Architects, Inc. 93B Court St,Unit 22 Plymouth, MA 02360 203 willow Street 93B Court Street,Unit#22 Yarmouthport,MA 02675 Plymouth,MA 02360 508-927-4127 508-362-8382 W W W.CAPEARCHITECTS.COM McKenzie, Mar beth To: 'Rod Topolewski' Subject: 1254 Main st, Osterville Hello Rod, I just finished going through the items that were dropped off. Could you please address these few thing or maybe tell me what page the information would be available on.Thanks. Mop hanger for the mop sink? I see the note for approved hands free type faucet will be used for the hand sinks, OK. Please keep in mind that with the splash guards, if they use 4-6" wrist blades that they will have to fit. Sometimes the room is tight and it is not easy to turn off and on the water. Wall mounted paper towel dispensers and soap dispensers will be needed at all the hand sinks too. Please make sure there is enough room, especially at the hand sink in the gelato area,for these to be mounted. Some hand sink units have paper towel and soap dispensers built in to save on room. If I have read the plans correctly there is no waste sink in the front area by the blenders or coffee area.You do show a drink rail drainer by the fountain area and I found on the plumbing plan that the espresso machine and coffee machine show a plumbed waste line on the plan to dump excess/unused product, which is fine. I just wanted to clarify that the blending cups, used with the blenders, or coffee pots cannot be rinsed.in a hand sink. Hand sinks can only be used for handwashing due to cross contamination so the staff will have to go back to the prep sink#47 or the warewashing area to rinse the cups between use, if needed, or a slop sink could be installed upfront to help the staff. Please clarify,the plumbing plan (P1.2), doesn't reflect the change of the revised sink placement, is there another page that reflects it? Thanks again for your time and attention to these items. Regards, Marybeth McKenzie R.S. 1 STAMP: -jN OF Mgss� eNGIN ST ERVICES GLEN MARKEY MECHANICAL ed No.4154 141 Industrial Highway Slatersville, RI 02876 FOOD SERVICE EQUIPMENT SCHEDULE PLUMBING GENERAL NOTES PLUMBING LEGEND Tel (401) 765-7659 Fax (401) 765-2984 / L 1. BIDDERS SHALL UTILIZE A COMPLETE SET OF PLUMBING BIDDING DOCUMENTS IN PREPARING OF BID INCLUDING DRAWINGS PIPING SERVICE SIZE AND SPECIFICATIONS. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ERRORS OR MISINTERPRETATIONS RESULTING FROM DESIGNATION EQUIPMENT DESCRIPTION CW HW 140HW S/W KW IW V G REMARKS THE USE OF INCOMPLETE SETS OF PLUMBING BIDDING DOCUMENTS. SYMBOL ABBREVIATION DESCRIPTION ICE MAKER WITH BIN 1/2" - _ _ _ 1" _ PRECISION PLUMBING PRODUCTS PRIME PRO PR01-ULP500 FLOOR DRAIN TRAP PRIMER VALVE THESE PLUMBING BIDDING DOCUMENTS SHALL INCLUDE: NEW WORK(ABOVE GROUND) TO SERVE ADJACENT FLOOR DRAIN (PERTAINS TO ALL SYSTEM) SPECIFICATION Lu � co (NN O h t._.6 COFFEE BREWER 1/2" - - - - - - - WATTS LF7R DUAL CHECK VALVE AND SA-A 15400 PLUMBING SPECIFICATION NEW WORK(BELOW GROUND) Q M (PERTAINS TO ALL SYSTEM) Ly F_- Cl ESPRESSO MACHINE 1/2" - - - - - - WATTS LF7R DUAL CHECK VALVE AND SA-A P OWINGS PLUMBING LEGEND,GENERAL NOTES,SCHEDULES AND DIAGRAMS ETR EXISTING WORK TO REMAIN(BELOW GROUND) o*6 D 2 OD P1.0 PLUMBING UNDERSLAB PLAN (PERTAINS TO ALL SYSTEM) w LO 11 DRINK RAIL DRAINER - - - - - 1" - - - P1.1 PLUMBING BASEMENT PLAN _ Q w D 2 P1.2 PLUMBING FIRST FLOOR PLAN CW COLD WATER co 0 0- P1.3 PLUMBING ROOF PLAN HW HOT WATER 140°F (,} 17 CONVECTION OVEN - - - - - - - - 120 CFH,PROVIDE FLEXIBLE SUPPLY KIT P2.1 PLUMBING SPECIFICATION SHEET 1 OF 4 _ a. P2.2 PLUMBING SPECIFICATION SHEET 2 OF 4 --- HWC HOT WATER RECIRCULATION 0 DISCHARGE OF WASTE WATER SHALL NOT EXCEED 150'F-MANUFACTURER SHALL PROVIDE DRAIN TEMPERING KIT. P2.3 PLUMBING SPECIFICATION SHEET 3 OF 4 Lu 0 o LIQUID CHEMICAL INJECTION WILL BE UTILIZED FOR SANITATION 1W IW INDIRECT WASTE P2.4 PLUMBING SPECIFICATION SHEET 4 OF 4 Linn, m TWO(2)WATTS LF009-QT-S BAGKFLOW PREVENTER(EXTEND RELIEF PORT TO FS),(2)U5B PRESSURE Kw KW KITCHEN WASTE �- cn rn W REDUCING VALVE WITH PRESSURE GAUGES ON INLET/OUTLET AND(2)SA-A 2. THE WORK COVERED CONSISTS OF FURNISHING ALL LABOR AND MATERIALS NECESSARY TO INSTALL C13 25 UNDERCOUNTER DISHMACHINE 1/2" - 1/2" PEAK RATE OF DRAIN FLOW DUMP LOAD -15 GPM G NATURAL GAS ( )- COMPLETE AND READY FOR CONTINUOUS OPERATION,THE PLUMBING SYSTEMS,APPARATUS AND EQUIPMENT DEDICATED GREASE TRAP PER PLUMBING AND DRAINAGE INSTITUTE STANDARD PDI-G 101 FOR THIS PROJECT. a Z PRECISION PLUMBING PRODUCTS PRIME PRO PR01-ULP500 FLOOR DRAIN TRAP PRIMER VALVE NPCW NPCW NON-POTABLE COLD WATER -"' TO SERVE ADJACENT FLOOR DRAIN 3. ALL EQUIPMENT AND MATERIALS FURNISHED UNDER THE PLUMBING SUB-CONTRACT,LABOR AND TESTING NPHW NPHW NON-POTABLE HOT WATER WITH TEMPERATURE MAINTENANCE CABLE z C/ Q REFER TO PLUMBING GENERAL NOTE X ON THIS DRAWING FOR ADDITIONAL INFORMATION PERFORMED HEREIN SHALL BE IN COMPLETE ACCORDANCE WITH THE STATE BUILDING CODE,LOCAL FUEL 0- � H � „ ° 2 GAS AND PLUMBING CODES ALL LOCAL CODES AND REGULATIONS NATIONAL FIRE PROTECTION ASSOCIATION, EACH ACTUAL BOWL SIZE 26 x 18 x 14 AT 75/°FULL CAPACITY WITH 2 MINUTE FLOW CONTROL=32 GPM, SA-A PD PD PUMPED DISCHARGE SOC ON L.LI cfl - INSURANCE REGULATIONS AND REQUIREMENTS GOVERNING SUCH WORK. S or W SOIL OR WASTE = N 26 THREE COMPARTMENT POT SINK 3/4"' - 3/4"' - 3" - 3" - SANITIZE COMPARTMENT SHALL BE PROVIDED WITH A CHEMICAL SANITATION AGENT z F_ cn 0 PRECISION PLUMBING PRODUCTS PRIME PRO PR01-ULP500 FLOOR DRAIN TRAP PRIMER VALVE j M F-4. ANY AND ALL PERMITS REQUIRED FOR INSTALLATION OF ANY MATERIAL SHALL BE OBTAINED AS PART OF TP TP TRAP PRIMER WATER TO SERVE ADJACENT FLOOR DRAIN U THE WORK OF THE SPECIFICATION INCLUDING ALL FEES OR EXPENSES INCURRED. Ly w W N ------- it 27 CRISP-N-HOLD FOOD STATION - - - - - - - - 110 CFH,PROVIDE FLEXIBLE SUPPLY KIT V VENT m < c 0 00 5. WHERE WATER PIPING IS SHOWN DROPPING INTO PLUMBING CHASES WITH SIZES NOTED,THAT SIZE SHALL � = o0 BE CARRIED FULL LENGTH THROUGH THE CHASE. REFER TO PLUMBING FIXTURE SCHEDULE ON THIS DRAWING c� N SYMMONS MAXLINE 7 SERIES THERMOSTATIC MIXING VALVE, LOCATE AS HIGH AS POSSIBLE UNDER SINK, VALVES FOR INDIVIDUAL FIXTURE SERVICE SIZES. „ - 1 Z" 2" - _ 2" _ OUTLET WATER SHALL BE SET TO A MAXIMUM TEMPERATURE OF 110 DEGREES,PROVIDE(2),SA-A . o 0 ono 31 HAND SINK 1/2 / PRECISION PLUMBING PRODUCTS PRIME PRO PR01-ULP500 FLOOR DRAIN TRAP PRIMER VALVE SYMBOL ABBREVIATION DESCRIPTION TO SERVE ADJACENT FLOOR DRAIN 6. UNLESS OTHERWISE NOTED,ALL HORIZONTAL SANITARY AND WASTE PIPING WHICH IS 3"OR LESS IN DIAMETER SHALL PITCH OF NOT LESS THAN 1/4"PER FOOT AND ALL HORIZONTAL PIPING WHICH IS 4"OR LARGER IN DIAMETER N a PRECISION PLUMBING PRODUCTS PRIME PRO PROl-ULP500 FLOOR DRAIN TRAP PRIMER VALVE SHALL PITCH OF NOT LESS THAN 1/8"PER FOOT. CV CHECK VALVE 47 PREP SINK 1/2" - 1/2" - - 1 1/2" - _ TO SERVE ADJACENT FLOOR DRAIN -i-ll DV-A DRAIN VALVE TYPE WITH HOSE THREADS 7. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION OF ALL PLUMBING FIXTURES AND EQUIPMENT. 61 WALK IN FREEZER _ _ _ _ _ 1" WALL PENETRATION SHALL BE PROVIDED BY THE EQUIPMENT MANUFACTURER -Awl HB-A HOSE BIBB TYPE WITH HOSE THREADS (HTI) EQUIPMENT MANUFACTURER SHALL PPROVIDE INSULATION SEALANT AT PENETRATION 8. SHOCK ABSORBERS SHALL BE EXTENDED VERTICALLY WITHIN CHASE TO ABOVE FINISHED CEILING. SHUTOFF VALVES i PRV PRESSURE REDUCING VALVE I- 1" _ WALL PENETRATION SHALL BE PROVIDED BY THE EQUIPMENT MANUFACTURER SHALL BE INSTALLED DIRECTLY BEFORE THE DEVICE TO ENABLE THE REPLACEMENT WITHOUT HAVING TO SHUT DOWN 62 WALK!N COOLER - - - (HTI) - EQUIPMENT MANUFACTURER SHALL PPROVIDE INSULATION SEALANT AT PENETRATION THE ENTIRE BRANCH OR MAIN. 5 SHUTOFF VALVE ! ! , -U7r•i- VIV VALVE IN VERTICAL �"�""� FOOD SERVICE EQUIPMENT PLUMBING NOTES: 9. A LAMINATED SIGN SHALL BE STENCILED ON OR IN THE IMMEDIATE AREA OF THE GREASE TRAP IN LETTERS ONE ` ,- INCH HIGH. THE SIGN SHALL STATE THE FOLLOWING IN EXACT LANGUAGE: GENERAL Q� W 1. REFER TO KITCHEN EQUIPMENT DRAWINGS FOR ADDITIONAL INFORMATION. 8. ALL INDIRECT WASTE EQUIPMENT THAT HAS A WASTE OUTLET SMALLER THAN 1 1/4 INCHES IN DIAMETER SHALL BE 0 IMPORTANT 2. EQUIPMENT PURCHASED MAY VARY SLIGHTLY FROM THAT INDICATED AND THEREFORE REQUIRE SOME CONNECTED TO AN INDIRECT WASTE PIPE ONE SIZE LARGER THAN SAID OUTLET. INDIRECT WASTE PIPE SIZE THIS GREASE TRAP SHALL BE INSPECTED AND THOROUGHLY SYMBOL ABBREVIATION DESCRIPTION .J W u REARRANGEMENTS OF EQUIPMENT DIFFERENT FROM THAT INDICATED ON THE DRAWINGS. MAKE CONNECTIONS TO INDICATED IN THIS SCHEDULE REFLECTS LARGER PIPE SIZE. CLEANED ON A REGULAR AND FREQUENT BASIS. FAILURE TO LL TP AUTOMATIC TRAP PRIMER SUCH REARRANGEDEQUIPMENT WITHOUT ADDITIONAL COST TO THE OWNER. 9• CULINARY AND PRODUCE SINKS SHALL BE PROVIDED WITH A LAMINATED SIGN WITH LETTERS TWO INCHES 1� LO 3. ROUGHING SHALL NOT BE UNDERTAKEN UNTIL ARCHITECT HAS APPROVED EQUIPMENT AND FIXTURE SHOP IN HEIGHT WHICH STATES: DO SO COULD RESULT IN DAMAGE TO THE PIPING SYSTEM TP AND THE MUNICIPAL DRAINAGE SYSTEM. -1 CO CLEANOUT /ti/ � t- DRAWINGS AND KITCHEN TEMPLATE IS FURNISHED BY PERTINENT MANUFACTURER SO THAT CONNECTING REQUIREMENTS "THIS COMPARTMENT ONLY IS DESIGNATED FOR PRODUCE PREPARATION". �/''�MAY BE VERIFIED AND WORK INSTALLED IN A NEAT AND WORKMANLIKE MANNER. EXACT LOCATION OF SERVICE 10. TREATMENT AGENTS AND CHEMICALS: 10. A LAMINATED SIGN SHALL BE STENCILED IN THE IMMEDIATE AREA OF CULINARY AND PRODUCE SINKS IN LETTERS ONE N FCO CLEANOUT(FLUSH FLOOR) W �7+ CONNECTIONS SHALL BE OBTAINED PRIOR TO ROUGHING. CHEMICALS,LIQUIDS OR AGENTS OF ANY TYPE USED FOR THE PRIMARY PURPOSE OF EMULSIFICATION AND INCH HIGH. THE SIGN SHALL STATE THE FOLLOWING IN EXACT LANGUAGE: Q FD-A DRAIN FLOOR DRAIN&TYPE L 0 4. ALL FINAL CONNECTIONS TO KITCHEN EQUIPMENT AND FIXTURES SHALL BE BY THE PLUMBING CONTRACTOR. SEPARATION OF GREASE THAT BY FORMULA ALLOW GREASE TO BE TRANSFERRED OR CONVEYED FROM THE ( ) 5. ALL EXPOSED VALVES,PIPING AND FITTINGS SHALL BE SCREWED BRASS CHROME PLATED. TRAP OR INTERCEPTORTO THE DRAINAGE SYSTEM ARE PROHIBITED. IMPORTANT ® FS-A DRAIN(FLOOR SINK&TYPE) F- 6. PLUMBING CONTRACTOR SHALL PROVIDE EACH CONNECTION TO EACH PIECE OF EQUIPMENT ITS OWN INDIVIDUAL 11. ALL INDIRECT WASTE PIPING SHALL BE MECHANICALLY SUPPORTED AT TWO LOCATIONS IN THE LAST 24 INCHES. THIS COMPARTMENT ONLY IS DESIGNATED FOR PRODUCE PREPARATION. WATER OR GAS FULL SIZE SHUTOFF VALVE UNLESS OTHERWISE INDICATED. ANY PIPING LESS THAN 24 INCHES SHALL BE MECHANICALLY SUPPORTED A MINIMUM OF ONE LOCATION. ® TD-A DRAIN(TRENCH DRAIN&TYPE) Q W Z 7. KITCHEN EQUIPMENT CONTRACTOR SHALL PROVIDE ALL KITCHEN EQUIPMENT LISTED IN THE KITCHEN EQUIPMENT 12. WHERE GAS PIPING IS SHOWN DROPPING BEHIND FOOD SERVICE EQUIPMENT WITH SIZE NOTED,THAT SIZE 11. A LAMINATED SIGN SHALL BE IN THE IMMEDIATE AREA OF EACH EMERGENCY PIECE OF EQUIPMENT IN LETTERS ONE SCHEDULE INCLUDING EQUIPMENT TRIM,FAUCETS,SINK WASTES,TAIL PIECES AND VACUUM BREAKERS. SHALL BE CARRIED FULL LENGTH SERVING ALL EQUIPMENT. REFER TO PLUMBING FIXTURE SCHEDULE ON THIS INCH HIGH. THE SIGN SHALL STATE THE FOLLOWING IN EXACT LANGUAGE: _p DN DOWN(PENETRATES LEVEL BELOW) W tA ( , � PLUMBING CONTRACTOR SHALL PROVIDE FULL SIZE TRAP AND EXTENSION. DRAWING FOR INDIVIDUAL FIXTURE SERVICE SIZES. --O DROP(DOES NOT PENETRATE LEVEL BELOW) � W PLUMBING CONTRACTOR SHALL ASSEMBLE AND INSTALL ALL KITCHEN EQUIPMENT LISTED IN THE KITCHEN COLD WATER AND HOT WATER ARE PROTECTED WITH DEDICATED REDUCED PRESSURE BACKFLOW PREVENTERS 1 EQUIPMENT SCHEDULE INCLUDING TRIM,FAUCETS,SINK WASTE,TAIL PIECES,VACUUM BREAKERS,TRAP AND CREATING NON-POTABLE COLD WATER AND NON-POTABLE HOT WATER EMERGENCY EQUIPMENT SHALLBE ACTIVATED WEEKLY FORA P-1 FIXTURE DESIGNATION W N j EXTENSIONS. PERIOD LONG ENOUGH TO DISCHARGE STAGNANT WATER FROM WITHIN ` � THE PLUMBED PIPING SYSTEM AND TO VERIFY OPERATION AND ENSURE FAI FRESH AIR INTAKE THAT FLUSHING FLUID IS AVAILABLE. HTI HEAT TRACE(FREEZE PROTECTION) 0 06 �fy 12. MISCELLANEOUS DISCREPANCIES OR OMISSIONS WHICH MIGHT APPEAR ON THE PLANS OR SPECIFICATIONS INDICATES DIRECTION OF FLOW 0 CD W WILL NOT RELIEVE THE PLUMBING SUB-CONTRACTOR OF CODE COMPLIANCE. INDICATES DIRECTION OF SLOPE DOWN CU C6 co •Q ~ INV INVERT ELEVATION N � U)/� /�VJ -a PLUMBING PRODUCTS NOTES RISE(DOES NOT PENETRATE LEVEL ABOVE) W 0 SA SHOCK ABSORBER v t� ) d' 1. AS OF JANUARY 4,2014;ALL PRODUCTS ASSOCIATED WITH ANY PLUMBING SYSTEM UTILIZED TO CONVEY POTABLE S=.01 SLOPE=1/8"PER FOOT-1% LO DRINKING WATER SHALL COMPLY WITH THE REDUCTION OF LEAD IN DRINKING WATER ACT. 0 N S=.02 SLOPE=1/4"PER FOOT-2% r S=.04 SLOPE=1/2"PER FOOT-4% O HTI TEMPERATURE MAINTENANCE CABLE ^y THERMOMETER -O UP UP(PENETRATES LEVEL ABOVE) L. VTR VENT THROUGH ROOF REFER TO RISER DIAGRAM FOR SIZE FLOOD MASTER s---0 -- SOLENOID VALVE WH WALL HYDRANT TITLE: PRESSURE&TEMPERATURE HEAT TRAP(TYP) E E WATER HEATER VENT EXHAUST PLUMBING RELIEF VALVE WITH FULL SIZE - /u _.",�� I WATER HEATER COMBUSTION AIR INTAKE LEGEND, DISCHARGE rx" T WTS WATER TIGHT SLEEVE GENERAL NOTES WATER SENSOR PUCK W&T WASTE&TRAP VACUUM RELIEF VALVE SCHEDULES AND FUNNEL INCREASER EXPANSION TANK-2 DIAGRAMS UNION(TYPICAL) PROVIDE METAL DRIP PAN HOSE BIBB DATE ISSUED: 02.16.2018 PROVIDE BRACING OF SHELF I t DRAIN VALVE TO WALL t SUPPORT WATER HEATER REVISIONS: SECURELY FROM STRUCTURE NO. DESCRIPTION DATE r TO MOP RECEPTOR o EQUIP. REVS. 1/31/18 6-6"MIN {j � AFF FLOOD MASTER FM-080 WATER DETECTION SYSTEM TRANSFORMER WITH STANDARD 120 VOLT WALL OUTLET PLUG NOTE:WATER HEATER TO BE INSTALLED DIRECTLY ABOVE MOP RECEPTOR. ELECTRIC WATER HEATER DIAGRAM DRAWN BY: FtWC SCALE:NONE SCALE: 1/411 _ 11_011 DRAWING NO.: Poso STAMP: OF M4SS eNGIN I ERVICES b� GLEN 15d MARKEY m T MECHANICAL No.4154 141 Industrial Highway Slatersville, RI 02876 Tel (401) 765-7659 Fax (401) 765-2984 � ` m N to N i/" T ry z O z Q rn 0'6 =) 0W F- f W 0O a U F J KEY NOTES o LLJ U o O 2"W&TUP LL m i— 0) j 40 3"W&TUP t!7 a 2"VUP as Zui v 0 Z Q Co z F V) O Q 3"VUP 11 (.3 w 2 (2)1/ "TP UP as W ry IX 11 4 ( �``�. p M FCO 25.67')---- '" n� N 3 O � � 11 2 o 4" O N 0- 4" a so 1 2 Z 4" W a. W I I I I 1 I Q I Lo O I I O I 1 a ® I WLO I I I 1 1 1 I I ` zo < U w c0 0Y Z ti -------------------- w� Q — 06 O z c0 � -------------------- c0 W U oo N Oi i ------- ------------ f I b Q LO ------------- 1 1 1 r _. — , --------------------- -------------------- /LPL ------------------------------------------ L.1. 0 SIMPLEX WASTE PUMP BASIN WITH HIGH WATER ALARM 4" (24"DIAMETER BY 6'-0"DEEP) (4"W INLET=25.14') 4 TITLE: 4" __--------------_- ------ -_ PLUMBING _ ------------------- U N D E RS LAB 4" PLAN d DATE ISSUED: 02.16.2018 o ( REVISIONS: NO. DESCRIPTION DATE 0 0 EQUIP. REVS. 1/31/18 DRAWN BY: RWC SCALE: 1/41, _ 1 1_011, DRAWING NO.: PLUMBING UNDERSLAB PLAN 4 2 0FEET 1/4"=1'-04 8 Pi • if 1 /4 — ` �© FINISHED FLOOR ELEVATION=27.50' STAMP: OF MgSS eNGIN 6 I ERVICES �� GLENG MARKEY m T o MECHANICAL No.4154 N 141 Industrial Highway Slatersville, RI 02876 Tel (401) 765-7659 Fax (401) 765-2984 ry ULJ m � Q N M ~ CD z cb _ � T O W L- � o C ) My L O g L LI U 0 (REFER TO CIVIL DRAWING Lj— cv)m U XXX"GRADING AND DRAINAGE PLAN) °' 3/4"HW DROP(SA-A) „ M a 3/4"CW DROP(SA-A) C21 z a n 3"V DN&RISE --- "TP DROP o (2)1!2 z H Q U F- ti zCT I ---- 33: :F nLLJ j TP 3"TD-C o u CL WO of F- 1 m Q 0 ao � M s (2)1"IW DROP AND EXTEND TO FLOOR DRAIN O o O r j I I i 2"FD-A(PROVIDE FUNNEL) �_ © M o iw ■ N a OOlt v rw 2"FD-B 3"TD-C _ 6 I z � I11 � 11 1 1 1 —- - '-0 KEYNOTES Q W T 'o O O 1 rW&Tur 0 O )2("KW&T UP W LO 1111 -----� , 1 1 X /� /� TKW&TUP , I W 1 i z O 3'W&TWP I b Sod ----o Q OR! _ W v W (.0 i I ' L.L. z P--- 1 I YKW k1 JF ------------------- �. 06 Q ~ L--_- z (� -------- ----- O � LjJ C1 Y -------------------- ., M ---------------------- KW Kw -KW -------------------- N ------- p U1 U) OTP ( TP TP ( � -------------------- W .. O -------------------- U) �- LO a -------------------- h 1 ---------------------- ----------------- O YKW&TUP TP ------------ 0 -------- --- SIMPLEX WASTE PUMP BASIN WITH HIGH WATER ALARM a (1 1/2"W PD RISE) Y III -------------------- (4"V RISE) Fr I I W&TUP __________ TITLE: --_-___-__-- WTS I -- _______ ►____________ - PLUMBING --- -------0 -4b BASEMENT I aY W I I PLAN 10'-0" \ TP r- -- YW&TUP DATE ISSUED: 02.16.2018 V TV= UP FGE=38.15' —�'� REVISIONS: 0 NO. DESCRIPTION DATE 0 EQUIP. REVS. 1/31/18 DRAWN BY: RWC SCALE: 1/41, _ 1 1-01, DRAWING NO.: PLUMBING BASEMENT PLAN SCALE: 1/4"=V-0" 1 4 2 0 FEET 4 8 1 /4" _ 1 �_�ff FINISHED FLOOR ELEVATION=27.50' i STAMP: ��N OF Mqs eNGIN 4i I ERVICES GLEN S �, MARKEY rn MECHANICAL No.4154 141 Industrial Highway Slatersville, RI 02876 Tel (401) 765-7659 Fax (401) 765-2984IAL 1 Z 3 4 5 6 7Lu $ 1 m I N CD _N DN d' I_ I I Z Q N D 2 T - O 0 W = _ I O a I ' I z O I Lu U 0 - I LL toH H - - - - - - - - - - — - - — - - — - - — i i i i i M U i i i i i 77 W DN I i i - - 1Lu 4 cf) O I r--------- I I — — — — 1 Oo W cq I ' MO M I ■ i f Q > I Q No J Q , CUSTOMER AREA ' VESTIBULE / RETAIL SPACE Q /r 100 I ■ram N D a r 101 ; V I Al I ' i I � �, t1J I � 0- W L----------- I- p SERVICE AREA s, C❑BRIO❑R Q W a' F � 10 2 p 2"FD-A 11 ` 3" -C 10 6 W A _ � 3��Fs_g 3��FS Fs_C I I W { N ;---� _: ----- ; Q I .0 J ®® a P-� 1 ® ®® . a -_-_� <C W ME N P-1 ; i z"FD-A P-2 U W ` 10 7 FD-A I i ; Ct Z W 31 t MEN W N75 _l L — — — — — — — — — — — — — — p 2"FD-A 06 ----------- 11 -------------------- ; I RENTAL OFFICE O W 1 1 G I G G I -------------------- ❑R RETAIL SPACE P-4 j r� I -------------------- I 1 0 9 (/ t y N -------------------- I � Q z"FD-A �27 a REMOVED ` O O Z r - - FLOOR -------------------- Lo DRAIN -------------------- - FGE=37.60' 0 N 1 i I KIT CHEN --------------------- 03 I O -------------------- , S=.01 p 2"FD-A / -------------------- I x I / Q 6°S (INV=xxx.xx') ----_ -- -- - -- i (EXTERIOR SANITARY SHALL BE PROVIDED I 47 -------------------- i WITH A MINIMUM OF X-0"OF EARTH COVER) TITLE: 1 ----- ----- - --- PLUMBING OFFICE _ _ o -------------------- ,-_- S-.o1 104 FIRST FLOOR KW zs p 2"FD-A STAIRS & KWKWKW ; KW PLAN 0Ics L❑A D6�zCkD_� R E A ' =J----------------------------------- P-4A - - - - 1 i NPH 11051 250 GALLON GREASE INTERCEPTOR B DATE ISSUED: 02.16.2018 L---------- $ I i - FGE=37.60' (4"KITCHEN WASTE INLET INV=X' � ) REVISIONS: A - - - - - - - - - - - - - - 4"KW (4-WASTE OUTLET INV=X') NO. DESCRIPTION DATE (INV=xxx.xx') (4"VENT) GAS 3"Fs-c , (EXTERIOR KITCHEN WASTE SHALL BE PROVIDED EQUIP. REVS. 1/31/18 - - WITH A MINIMUM OF 3'-0"OF EARTH COVER) I : ---------------------- I � I I I I I DRAWN BY: I WC 1 SCALE: 1/411 1 2 5 $ DRAWING NO.: PLUMBING FIRST FLOOR PLAN SCALE— 4 2 0FEET; 1/4"=V-0" P1 8 m 2 1 11 _ 1 /4 1 -011 FINISHED FLOOR ELEVATION=38.50' i a STAMP: ����-�K OF tilgss'� eNGIN I ERVICES MGLEN m T o MECHANICAL No.4154 141 Industrial Highway Slatersville, RI 02876 - - Tel (401) 765-7659 Fax (401) 765-2984 PLUMBING ROOF DRAINAGE NOTES 1. PRIMARY ROOF DRAINAGE SYSTEM SHALL PITCH TO EXTERIOR PERIMETER GUTTERS AND DOWNSPOUTS TO GRADE. C SECONDARY ROOF DRAINAGE SYSTEM IS NOT REQUIRED. m N N �<Y ►_- o 20 cb W20 LO `\ � 0 0 U) - - - -�, - - - - - - - - - - - - - - - \\H = a I I I z o g / \ LLI U 0 / \ LL- aQ cn 8"/12" 8"/12" \ it --- `'. - - - - I \\ ------------------------- I a / --, z Fes— a \ - W W to N \ F— N ----- I . Q / I I \ I a0 I \�` I OUTER CIRCUMFERENCE INDICATES 25'-0"MINIMUM FRESH AIR INTAKE w FOR HVAC EQUIPMENT w (VENTS THRU ROOF SHALL NOT BE WITHIN THIS AREA) � �' N (VENTS WHICH DO OCCUR WITHIN THIS AREA SHALL BE Q c°c° 10'-0"MINIMUM FROM FRESH AIR INTAKE FOR HVAC EQUIPMENT 0 2 N ` \ AND TERMINATE A MINIMUM OF 2'-0"ABOVE THE TOP OF is 8„/12„I \\ FRESH AIR INTAKES PER 248 CMR 10.16(6)(d)3) -' 0 o `\ of INNER CIRCUMFERENCE INDICATES 10'-0"MINIMUM FRESH AIR INTAKE ® o Q = FOR HVAC EQUIPMENT N } °- 8"/12" I \\ (TYPICAL) X„ - - - - - - - - - — - — - — - - - - - — - — - - - - c\I --U-F VAC _•_ra_ i 1/4"/12" - \ 1 ROOFTO QUIPMENT AC RT X ROOF OP EQUIPMENT I � \ { 60 CF RTU-1 IFAI / = \ ^� I- 1 1 - x 120 CFH / I ------ \ 1..1.. { \\ 1 I N I G / i / \`\ I O X. I \ V' 1 , I \ '' I %' \\\\ \I I ' 1 W ` v C I 1 Z O / 1 r G G G G \ �BO X" . 1/4"/12" I ► i i .. r \\ 00 HVAC ROOFTOP EQUIPMENT j I ` V \ T� 1 0 FH \ G—F3 `\ 1/4"/12" I 1 \ I ' �\ I 1 1/4"/12" 1 8' / 12 I I G WM r^ W 1 8"/12" cq 0 Ate` 11 I 1 I HVAC I l ROOFTOP EQUIPMENT MUA-1 r — `� �' j 106 CFH 1 Ir ail 0 1 L 11 / I I ----------- / I I I X" I I / I 1 TITLE: 04 PLUMBING \ _ CO I 00 \ \ 04 PLAN ao g \ , '---------------- / DATE ISSUED: 02.16.2018 A - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 01 - - � REVISIONS: NO. DESCRIPTION DATE \ \\\ EQUIP. REVS. 1/31/18 I I \ I , \\ ✓ I \`\ 3"WATER HEATER CONCENTRIC VERTICAL TERMINATION THROUGH ROOF I / - - \\ (TERMINATION SHALL BE A MINIMUM OF 24"ABOVE FINISHED ROOF) - ----------------_______- `\ (TYPICAL FOR 2) \ , Q DRAWN BY: RWC SCALE: 1 f41, _ 1 ,—O„ --------^-------- DRAWING NO.: PLUMBINGROOF PLAN SCALE: 1/4"=1'-0" P1 1 4 2 0 FEET 4 8 m3 1 /4 1 �_011 FINISHED FLOOR ELEVATION=XX.XX' X y STAMP: SECTION 15400-PLUMBING 9.Flashing and Caulking all apparatus and give information in advance to build openings into the work. N.Refer to General Requirements for the substitutions of equipment and submittal of D.When open flame or spark producing tools such as blow torches, welding Furnish and set in place all sleeves, pockets,supports and incidentals. shop drawings. If apparatus or materials are substituted for those specified, and equipment, etc., are required in the process of executing the work, the General PART I--GENERAL 10. All Cutting and Patching such substitution necessitates changes in, or additional connections, piping, Contractor will be notified not less than twenty-four 24 hours in ad a OF M G.AtI distribution systems which require pitch or slope such as plumbing drains, g 9� Y' ( ) ��H .gpsq� 1.1 RELATED DOCUMENTS 11. Painting steam and condensate piping shall have the right of way over those which do not. supports, or construction, same shall be provided. Plumbing Subcontractor to time that the work is to begin and the location w. e� I E R V I C ES I `yS Confer with other trades as to the location of pipes, ducts, lights and apparatus assume cost and entire responsibility thereof. Provide, where necessary, fire protective cov r�r i o�' GLEN N A.Drawings and General Provisions of Contract, including General and 12. Painting of all exposed natural gas piping outside of the building shall be ' MARKEY m and install work to avoid interferences. non-working fire watch where work is being performed and until it is I ; MECHANICAL Supplementary Conditions and Division-1 Specification Sections, apply to work of primed and painted yellow with rust inhibiting products in conformance with the O.Regardless of any information included in the shop drawing submitted for review, No.4154Cb this section. "Scheme for the Identification of Piping Systems"(ANSI/ASME A13.1-2007). H.Prepare and submit for review, coordinated Plans and sections, clearly showing the requirements of the Drawings and Specifications shall not be superseded in 1.19 COOPERATION WITH OTHER TRADES an way b the 141 Industrial Highway Slatersville, RI 02876 how the work is to be installed in relation to the work of other trades. Work that is Y Y Y e shop drawing review. 9 Y B.Bidders shall utilize a complete set of Bidding Documents in preparing of Bid Flammable fluids shall be black text on yellow background. A.Give full cooperation to other trades and furnish in writing tCr4PgArFP0W_F"9 Fax (401 j 765-2984 installed before coordination with other trades, or that causes interference with the P.Each submittal shall be reviewed,stamped and certified prior to submission to the information necessary to permit the work of all trades to be installed satisfactoril 4VA� including Drawings and Specifications. The Engineer assumes no responsibility P P � rY P Y for errors or misinterpretations resulting from the use of incomplete sets of Bidding 13. Food Service Equipment work of other trades shalt be changed to correct condition. Architect. Such certification shall be made by the Owner, or Corporate Officer of and with the least possible interference or delay. Documents. 14. Toilet Room Accessories I. The Plumbing Contractor shall pay for all permits, inspections, labor, material and the Contractor, or by a person duly authorized by the Owner to sign binding agreements for the Contractor. The certification shall state that data and details B.Coordination drawings shall be initiated under Section 15500 of the Specifications. fees associated with the various Utility Companies coordination requirements g It is their responsibility for preparation of project coordination drawings showing C.Coordinate work with that of all other trades affecting or affected by work of this 1.6 CODES, ORDINANCES AND PERMITS mentioned in this section and for this Contractor's work under this project. contained on each shop drawing, layout drawing, catalog data and brochure has P tY P P P 1 9 d Section. Cooperate with such trades to assure the steady progress of all work been reviewed by the Contractor and that it complies with the Contract Documents the installation of all equipment, piping, ducts and accessories to be provided under the Contract. A.AII materials and workmanship shall comply with the latest editions of all J. HVAC, Plumbing, Fire Protection, and Electrical Drawings are diagrammatic.They in all respects. Shop drawings, layout drawings, catalog data and brochures will under Section 15500 of the Specifications. These drawings shall be prepared at applicable Codes, Local and State Ordinances, Industry Standards and indicate general arrangements of mechanical and electrical systems and other not be reviewed and will be returned to the Contractor unchecked unless they are not less than 3/8 in. = 1 ft. scale, and shall show building room layouts, structural Iry 1.2 DEFINITIONS Regulations. work. The do not show all offsets required for coordination nor do the show the elements, ductwork and lighting layouts of function. A reproducible copy of each m N o N Y q Y certified. A.As used in the drawings and specifications for plumbing work, certain exact routings and locations needed to coordinate with structural and other trades drawing prepared shall then be submitted to each Contractor working under N 9 P P g B.Where the contract documents indicate more stringent requirements than the g '� � o non-technical words shall be understood to have specific meanings as follows, and to meet Architectural requirements. Q.It is intended that the Contractor submit complete and accurate data at the first Sections 15300, 15400 and 16000, who shall be responsible to coordinate his "ei r,- P g following codes and ordinances,the contract documents shall take precedence. q z Q N regardless of indications to the contrary in the General Conditions of other submission. If the shop drawing is returned marked "Does not Conform", or equipment and systems and shall show these on the drawings submitted. After D 2 rn C. the event of a conflict with Codes,the most stringent requirements shalt apply. K.In all spaces, prior to installation of visible material and equipment, including "Resubmit For Final Review ,only one(1)additional submission will be permitted. this Contractor has fulfilled his obligation, he shall return the drawings to the HVAC06 o documents governing the plumbing work. g q PP Y access anels, review Architectural Drawings for exact locations and where not t•u = m P 9 Contractor. After each drawing has been coordinated between trades, each trade (� w F- B.As used in this section, "provide" means "furnish and install", and "POS" means D.The Plumbing Subcontractor shall notify the Architect/Engineer of any definite) indicated, re uest information from Architect. Where the lumbin work R.Equipment shall be of proper size for its allotted space. Equipment shall be _ � _ p Y q plumbing shall sign each drawing, indicating acceptance of the installation. The HVAC W 0 a- discrepancies under Other Sections". discrepancies between the Contract Documents and applicable Codes, Standards, shall interfere with the work of other trades, assist in workin out the s ace disassembled as required, without invalidating the manufacturer's warranty, so 0 H g p Contractor shall then print the coordination original and these prints submitted CO � etc. conditions to make satisfactory adjustments before installation. Without extra cost that it can be installed through regular window,door and/or louver openings. through the General Contractor to the architect for review and comment,similar to ( �- �i C."Approved Equal' means any equipment or material, which is approved by the to the Owners, make reasonable modifications to the work as required by normal = of a- engineer, and equal in quality, durability, appearance, strength, design and E.File all documents, pay all fees and secure all permits, inspections and approvals S.The shop drawings and manufacturer's data shall be submitted in a timely manner shop drawings. Comments made on these drawings shall result in a correction and a structural interferences. Pay the General Contractor for additional openings, or sufficient) in advance to give ample time for checking, correcting, resubmitting re-submittal of the drawings. o performance to the equipment or material originallys ecified. necessary for the work of this section. Y g P 9 9� g LU 0 P P relocating and/or enlarging existing openings through concrete floors, walls, and rechecking if necessary. No claim for delay will be granted for failure to LL m F.Include in the work,without extra cost to the Owner,an labor, materials, services, beams and roof required for an work which was not properly coordinated. C.Furnish to other trades, as required, all necessary templates, patterns, setting M v D."Alternate"means an amount proposed by bidders and stated on the Bid Form for Y q Y P P Y comply with this requirement. M 8 certain work defined in the Bidding Requirements that may be added to or apparatus, drawings, in addition to contract drawings and documents in order to Maintain maximum headroom at all locations. All piping, duct, conduit, and plans, and shop details for the proper installation of work and for the purpose of � = comply with all applicable local ordinances and regulations, whether or not shown associated components to be as tight to underside of structure as possible. T.A minimum period of two 2 weeks, exclusive of transmittal time, will be required coordinating adjacent work. it deducted from the base bid amount if Owner decides to accept a corresponding P Y PP 9 P g P P O q � change either in the amount of construction to be completed or in the products, on drawings and/or specified. in the Engineer's office each time shop drawings, layout drawings and catalog �t z 6 9 P P L.If any plumbing work has been installed before coordination with other trades so D.The Coordination Drawings shalt be produced on AutoCAD Release 2006 a - a materials, equipment, systems, or installation methods described in the Contract data and brochures are submitted or resubmitted for review.This time period shall minimum or compatible system. A disc and one 1 set of reproducible sepias q G.The following Codes, Standards and References shall be utilized as applicable: as to cause interference with the work of such trades, all necessary adjustments be considered by the Contractor when scheduling his work. P y ( } P P �!} Documents. and corrections shall be made by the trades involved without extra cost to the (all-trade composite)shall be provided to the Architect/Engineer for review. Z F- Q 1. 2015 International Building Code Owners. 1.13 EXCAVATION AND BACKFILL I t,,,;,j w � 1. The cost or credit for each alternate is the net addition to or deduction from the E.The cost of preparing and reproducing these Drawings will be included as part of F_- r- Contract Sum to incorporate alternate into the Work. No other adjustments are 2.2015 780 CMR: Massachusetts Amendments To The International Building this Contract. UJ Z) o made to the Contract Sum. Code M.Where conflicts or potential conflicts exist and engineering guidance is A.Pipe bedding shall be in accordance with provisions of sections on excavation and z I desired,submit sketch of proposed resolution to Architect and Engineer for review backfill. Work under this section shall commence only after proper bedding F.Coordination Drawings shall not be construed as replacing any Shop Drawings. � X' w E."Concealed" means hidden in chases, furred spaces, walls, above ceilings or 3.2017 Commonwealth of Massachusetts Uniform State Plumbing Code and approval. material has been provided, graded and properly compacted. Excavation shall be r^► w enclosed in construction. kept open until system has been inspected,tested and approved. G.The Plumbing Subcontractor shall be additionally responsible for preparing - W N 4.2017 Commonwealth of Massachusetts Fuel Gas Code 1.10 UTILITY COMPANY COORDINATION drawings indicating all the buried or underground plumbing systems. Include in m ,Q U O co B.The Plumbing Contractor shall observe all excavation, backfilling and compaction rL F."Contractor and/or Subcontractor"specifically means,the Plumbing Subcontractor A.This section includes, but is not limited to coordination with the followin utilities, these documents all other underground components such as, but not limited to, 2 = , 5.2012 NFPA 54 National Fuel Gas Code published by the National Fire g of all underground piping associated with work under this section. , P N working under this Section of the Specification. agencies and authorities having jurisdiction: underslab drainage systems, foundation drainage systems, footings, foundation 0® O co Protection g 9) -r D M G."Ex osed"means visible,in sight,or not installed"concealed"as defined above. 1.14 RECORD DRAWINGS walls, pits,tie beams,electric and telephone duct banks. 0 J O o0 P g Association. 1. Water Department: This Contractor shalt coordinate with the local water !-�: � o department and provide all material & labor required to comply with the utility. A.All costs related to the following requirements shall be paid for by this 1.20 CONTINUITY OF SERVICE AND SCHEDULING OF WORK E MLO H."Furnish"or"Provide"means: o Co Q = 6.2012 International Energy Conservation Code with Massachusetts Notify Engineer of discrepancies between the plans and the local utility Subcontractor. 4111111r J N >- a_ 1. Purchase and deliver to the project site complete with every necessary Amendments. company's standards. No extra compensation will be given for corrections A.during uith of all services shall d. maintained in all areas which will be occupied appurtenance and support, all as part of the plumbing work. Purchasing shall required to this Contractor for failure to coordinate with the utility company, but B.Purchase and maintain at the job site a complete and separate black line set of during the construction period. When an interruption of service becomes 7.Massachusetts Architectural Access Board(MAAB). prints of the Contract Drawings on which accurately indicate daily progress by necessary, such shall be made only upon consent of the Owner and at a time include payment of all sales taxes and other surcharges as may be required to corrections shall be made. coloring materials and apparatus as installed. Schedules shall be modified to outside normal working hours as he shall designate. assure that purchased item(s)are free of all liens,claims,or encumbrances. 8.Local Codes, Ordinances, Board of Health requirements and Regulations. 2.Natural Gas: This Contractor shall coordinate with the local natural gas supplier reflect data consistent with that of the installed equipment. Clearly show all B.Refer to the overall scheduling of the work of the project. Schedule work to 2.To supply, erect, install and connect in complete readiness for operation, the 9.American Gas Association(AGA). and provide all material & labor required to comply with the utility. Notify changes to the work as a result of change orders, instructions issued by the conform to this schedule and install work to not delay nor interfere with the Z 7 particular work referred to, unless otherwise specified. Engineer of discrepancies between the plans and the local utility company's Architect or conditions encountered in the field. Accurately indicate the location, progress of the project. I. "Install" means: Unload at the delivery point at the site and perform every 10. American National Standards Institute(ANSI). standards. No extra compensation will be given for corrections required to this size,type and elevation of new utilities and their relationship to existing utilities. W operation necessary to establish secure mounting and correct operation at the 11. American Society of Heating, Refrigerating and Air Conditioning Engineers Contractor for failure to coordinate with the utility company, but corrections shall 1.21 SUBSTANTIAL COMPLETION C 1 P ry g P be made. C.The marked up and colored in prints will be used as a guide for determining the G ff ASHRAE . 0. 11 1 ro ress of the work installed. The shall be inspected week) and shall be A.When Subcontractor considers Work under this Section r designated portion of W proper location in the project,all as part of the plumbing work. progress y sp y (o g po J."May"means:A permissive term. 12. American Society of Mechanical Engineers(ASME). 3.Plumbing Inspector: Review plans and specifications with the local plumbing corrected immediately if found inaccurate or incomplete. Requisitions for payment Work) is substantially complete, submit written notice through the General inspector.Obtain and pay for all permits. will not be approved until the Drawings are accurate and up_to_date. Contractor with a list of items remaining to be completed or corrected. 0 W K."New"means: Manufactured within the past two(2)years and never before used. 13. American Society of Testing Materials(ASTM). tl 4.Building Inspector: Review plans and specifications with the local building D.At the completion of the work, submit one (1) set of marked up prints for review B.Should Architect and/or his Engineer observe and find Work is not substantially -� .i� L."Piping"means all piping including fittings,joints, hangers,supports and valves. 14. American Welding Society(AWS). inspector,if not done so by the General Contractor. and comment. After review and comment,these marked up prints shall be used in complete, he will promptly notify Subcontractor through the General Contractor in W ' _ I- LO the preparation of the Record Drawings. The Record Drawings shall consist of writing, listing observed deficiencies. / t^ t^ 15. Cast Iron Soil Pipe Institute(CISPI) 5.OSHA Representative: Review plans and specifications with the local OSHA these prints (corrected) previously indicated, as well as two (2} CAD disks of the �/J �/J M:`Provide"means:"Furnish"and"Install". P P P representative,if not done so by the General Contractor. C.Subcontractor shall remedy deficiencies and send a second written notice of W IN N."Shall"means:A mandatoryterm. 16. Commercial Standards,U.S. Department of Commerce(CS). Final Coordination Drawings, corrected on the basis of the Architect/Engineers Z substantial completion. Q 17. Department of Environmental Protection DEP 6.Dig Safe: This contractor shall notify and coordinate with Dig Safe prior to any final comments. Q O."Underground or Below Slab" means piping that is buried exterior to or within the P ( }' excavation; digging; trenching; grading; tunneling; au erin boring; drilling; gg g; g; g g; g; g g; g; g; pile E.Obtain and pay for one (1) set of reproducible mylars and CAD disks (AutoCAD D.When Architect and/or his Engineer finds work is substantially complete he will building. 18. Environmental Protection Agency(EPA). driving; plowing-in or pulling-in pipe or other sub-structure; backfilling; prepare a Certificate of Substantial Completion in accordance with provisions of .�.� Q Release 2000 minimum or compatible system)applicable to this Section. Make all P.Except where modified by a specific notation to the contrary, it shall be understood demolition;and blasting related to this Contractor. modifications to these reproducibles as shown on the marked up prints. Remove General Conditions. 19. Factory Mutual(FM). W that the indication and/or description of any plumbing item in the drawings or 1.11 BIDDER'S REPRESENTATION all superseded data to show the completed installation. 1.22 FINAL COMPLETION specifications for plumbing work carries with it the instruction to furnish, install and 20. Food Codes connect the item as part of the plumbing work, regardless of whether or not this A.By the act of submitting a bid for the proposed contract,the Bidder represents that: F.The Record Drawings may be made from the originals of the Contract Drawings. A.When Subcontractor considers Work under this Section is complete, submith the General Contractor written certification that: L 7 UJ instruction is explicitly stated. Food Establishments 1. The Bidder and all subcontractors have carefully and thoroughly reviewed the Massachusetts State: 105 CMR 590.000 Minimum Sanitation Standards For Arrange with the Architect to have these reproducibles made from the originals. through W N "J Q.lt shall be understood that the specifications and drawings for plumbing work are Federal: 1999 Food Code drawings, specifications and other construction contract documents and have G.Deliver the completed reproducible Record Drawings and CAD disks property 1. Contract documents have been reviewed. 5 T_ complimentary and are to be taken together for a complete interpretation of the found them complete and free from ambiguities and sufficient for the purpose titled and dated to the Architect. These Record Drawings shall become the 5 intended;further that. plumbing work except that indications on the drawings, which refer to an individual 0 21. Industrial Risk Insurers(IRI). property of Owner.f the 2.Work has been inspected for compliance with Contract Documents. C element of work, take precedence over the specifications where they conflict with 22. Insurance Services Organization(ISO). 1.15 OPERATING INSTRUCTIONS AND MAINTENANCE MANUALS 3.Work has been completed in accordance with Contract Documents and e z same. 2.The Bidder intends to use are licensed, skilled and experienced in the type of , , t 23. Manufacturers Standardization Society of the Valve and Fittings Industry construction represented by the construction contract documents bid upon; A.Operating Instructions: Provide operating instructions to the Owner's designated corrected.deficiencies listed with Certificate of Substantial Completion have been O MM0 CD( 1.3 SUMMARY (MSS). further that. representative with respect to the operation functions and maintenance U W t..� 0 Rofto A.This section addresses materials and methods common to more than one 24. National Electric Code(NEC). 3.Neither the Bidder nor any of the Bidder's employees, agents, intended procedures for all equipment and systems installed. The cost of such instructions, 4.Equipment and systems have been tested, adjusted and balanced and are fully .t^ N �/) Subcontractor. Refer to the drawings to determine the extent of work required of suppliers or subcontractors have retied upon any verbal representations, up to one full day of the Contractor's time, shall be included in the contract price. operational. Q vJ � V 25. National Electrical Manufacturers Association(NEMA). allegedly authorized or unauthorized from the Owner, or the Owner's employees The cost of providing a manufacturer's representative at the site for instructional O each individual trade. 9 Y5.Operation of systems has been demonstrated to Owner's personnel. � ., 26. National Fire Protection Association(NFPA). or agents including architects, engineers or consultants, in assembling the bid purposes shall be included in the Contract Price. included shall be a letter with two 1.4 DESCRIPTION OF WORK - figure; and further that (2)copies containing the name of the person or persons to whom the instructions 6.Work is complete and ready for Architect's and/or his Engineer's final review. a) 27. Occupational Safe and Health Administration OSHA were given and the dates of the instruction period shall be submitted to the 7.Should Architect and/or his Engineer observe and find work incomplete, he will 0 LO A.The work described herein shall be interpreted as work to be done by the P Safety ( } 4.The bid figure is based solely upon the construction contract documents and Architect at the completion of the project. g p N Plumbing Subcontractor. Work to be performed by other trades will be specifically 28. Owner's Insurance Company Requirements. properly issued written addenda and not upon any other written representation. promptly suspend his review and notify Subcontractor in writing through the referenced to a particular Contractor or Subcontractor. B.Maintenance Manuals: At the completion of the project, turn over to the General General Contractor. 0 29. State Department of Public Safety. 1.12 SHOP DRAWINGS Contractor four (4) complete manuals in 3-ring binders containing only that B.The work under this section shall consist of furnishing all labor, materials, 8.Subcontractor shall complete his work, remedy deficiencies and send a second �y equipment, supervision, transportation, construction, facilities, devices and 30. Underwriters'Laboratories, inc. (UL). A.Within thirty (30) days after the date of notice to proceed, and before purchasing information which specifically applies to this project and all unrelated material shall certification of final completion. 0L incidentals necessary to provide complete plumbing systems as hereinafter any materials or equipment, submit for approval a complete itemized list, in six(6) be deleted, indexed,containing the following: ^ described and as indicated on the drawings, including, but not limited to the 1.7 CONTRACT DRAWINGS AND SPECIFICATIONS copies,of all materials, equipment and of Subcontractors to be incorporated under 1. Complete shop drawings of all material and equipment in Part 2 of this section. 9.Architect and/or his Engineer shall, upon receipt of a second certification of a- described A.The Contract Drawings are generally diagrammatic and convey the Scope of Work this Section. completion, make a second review and shall notify the Subcontractor in writing 2.Operation descriptions of all systems. through the General Contractor listing observed deficiencies. 1. Domestic cold water system. and General Arrangement of apparatus and equipment. The locations of all items B.After approval of the list, submit for review a minimum of eight(8)sets of detailed shown on the drawings or called for in the specifications that are not definitely shop drawings.All shop drawings for equipment submitted for review shall include 3.Provide name, address and telephone number of the manufacturer's 10. When Architect and/or his Engineer finds work complete, he will consider TITLE: 2.Domestic hot water supply and recirculation systems. complete Specifications, including type of materials, o representative and service company f p' equipment fixed by dimensions are approximate only. The exact locations necessary to P g YP Aerating pressures and P p y or each piece of w ment so that the close out submittals. 3.Domestic hot water supply with temperature maintenance cable. secure the best conditions and results must be determined at the project and shall temperatures, capacities, performance and power requirements to determine source of replacement parts and service for each item of equipment can be PLUMBING pp y p P t 1.23 REOBSERVATION have the approval of the Architect and Engineer before being installed. The compliance with Contract Documents. All data submitted shall be complete for all readily obtainable. 4.Sanitary,waste and vent system. Subcontractor shall follow drawings in laying out work and shall check drawings of equipment and shall apply only to this specific project. A.Should status of completion of Work require additional services by Architect SPECIFICATION 9 Y 9 g 4.Preventative maintenance instructions for all systems. the other trades to verify spaces in which work will be installed. Maintain maximum and/or his Engineer due to failure of Work to conform with Subcontractor's claims 5.Kitchen waste and vent system. ty P C.AII shop drawing submittals shall be complete and include all Part 2- Products of headroom and space conditions at all points. if directed by the General Contractor, 5.Spare parts list of all system components. on initial Architect and/or Engineer's review for Substantial Completion or for Final 6.Indirect waste associated with kitchen equipment. Engineer and/or Architect, the Subcontractor shall, without extra charge, make this specification and be clearly identified. No consideration will be given to partial Completion, Owner will deduct the amount of Architect and/or his Engineer's SHEET 1 OF 4 submittals,except with prior approval. 6.Copies of all valve charts. compensation for additional services from final 7.Natural gas system. reasonable modifications in the layout as needed to prevent conflict with work of p payment to Subcontractor. other trades or before proper execution of the work. D.Facsimiles of any type will not be accepted. 7.During the instruction period this manual shall be used and explained. 1.24 CERTIFICATES OF APPROVAL This system shall extend and connect to the house side of the meter provided DATE ISSUED: 02.16.2018 b the Utility Company. B.Specifications: The specifications are intended only to complement the drawings; E.A written letter from the Plumbing Contractor stating all piping systems above and 1.16 GUARANTEE A.Upon p p p y yp n completion of all work,furnish in duplicate certificates of inspections from all however, work detailed and/or noted only on the drawings or work described only below ground specified herein have been tested, flushed and approved by the A.This Contractor shall obtain in the General Contractor's and Owner's name, the inspectors and authorities having jurisdiction, notarized letters from the 8.Water heater combustion air intake and exhaust. in the specifications shall all be considered as part of the scope of work. Local Plumbing Inspector. REVISIONS: standard written manufacturer's guarantee of all materials furnished under this manufacturers stating that authorized factory engineers have inspected and tested 9.Coordination drawings. 1.8 OBTAINING INFORMATION F.A written letter from the Plumbing Contractor stating all water piping systems Section where such guarantees are offered in the manufacturer's published the operation of their respective equipment and found same to be in satisfactory NO. DESCRIPTION DATE 10. Assemble and install the followingitems furnished under other Sections or above and below ground specified herein have been sterilized, flushed and product data. All these guarantees shall be in addition to, and not in lieu of, other operating condition. A.Obtain from the manufacturer the proper method of installation and connection of by the Owner: the equipment that is to be furnished and installed. Obtain all information that is approved by the Local Plumbing Inspector. liabilities which the Contractor may have by law or other provisions of the Contract 1.25 INSPECTION AND TEST EQUIP.REVS. 1/31/18 Documents.The guarantee shall be for a period of one(1)year minimum from the s 1. Refer to Food Service Equipment Drawing for description. necessary to facilitate the work and to complete the project. G. written Letter from the Plumbing Contractor stating all gas piping systems date of acceptance or final payment. A.If inspection of materials and/or equipment installed shows defects,such defective specified.herein have been tested, purged and approved by the local Plumbing 2.Natural gas solenoid valve serving the kitchen HVAC exhaust hood fire 1.9 COOPERATION AND COORDINATION WITH OTHER TRADES and/or Gas Inspector. B.Any failure due to defective material, equipment or workmanship which may materials and/or equipment shall be replaced at no cost to the General Contractor or Owner,and the inspection and tests repeated. extinguishing system. A.The Contract Drawings are diagrammatic only intending to indicate general routing develop shall be corrected at no expense to the Owner, including all damage to H.Provide test certificates, registration forms, diagrams, plans, details,. permits, etc. areas, materials and others stems resulting from such failures. B.Make all reasonable tests as required,and rove the integrity of all work and leave 11. As of January4, 2014; all products associated with an plumbing system and location of piping and equipment. The Drawings are not intended to show Y g q P g ty p y p g y for all backflow devices, as specified herein with a written cover letter from a the entire installation in correct adjustment and read too crate. utilized to cone potable drinking water shall comply with the Reduction of every offset and accessory required, nor every structural difficulty that may be 1 Y p Y P g P Y encountered. certified backflow protection device tester stating that all testable backflow devices C.Upon receipt of notice from the Owner of failure of any part of the systems during Lead in Drinking Water Act. have been tested. the guarantee period, the affected parts shall be replaced. Any equipment 1.26 MATERIALS AND EQUIPMENT STANDARDS 1.5 RELATED WORK IN OTHER SECTIONS B.Where requirements of the applicable codes, plans and/or specifications are in requiring excessive service shall be considered defective and shall be replaced. I. A written letter, stamped and signed by a Registered Structural Engineer, A.Where materials or equipment are specified by patent proprietary name or name conflict, the most stringent requirement will be included in the Contract. Prior to confirming that the pipe hanger system meets the state seismic code 1.17 STORAGE OF MATERIALS of the manufacturer, such specification shall be deemed to be used for the A.The following work is not included as work in this Section and is to be performed ordering and/or installing any portion of the work which appears to be in conflict, requirements. purpose of establishing a standard for that articular item. No equipment or under other Sections: the work shall be brought to the Architect/Engineer's attention for direction as to A.Store materials prior to their installation where designated by the General P g p DRAWN BY: material shall be used unless previously approved by the Architect. RWC what is provided. J.A written cover letter, attached to the insulation materials submittals, from the Contractor. This Contractor shall be responsible for all materials stored and 1. Fire Protection C.Final location of plumbing fixtures and other pieces of equipment, whether or not Insulation Contractor stating an outline for all insulating materials furnished and protect all installed equipment from injury or defacement. B.Substitutions may be offered for review provided the material, equipment or 2.Heating,Ventilating and Air Conditioning furnished by the Plumbing Subcontractor, requiring plumbing services shall be installed for all piping systems specified herein. 1.18 PROTECTION OF WORK AND PROPERTY process offered for consideration is equal in every respect to that indicated orSCALE: 1/411 = 1 '^011 specified and only if the term "approved equal" appears. The request for each 3.Electrical coordinated with the Architectural Plans. Additional offsets, fittings, etc., shall be K.If foreign materials are used, Engineer shall be informed in writing together with A.Be responsible for the care and protection of all work included under this Section substitution a must be accompanied by complete specifications together with provided as needed to meet this requirement at no extra cost to the Owner. any information about them he requires for approval. until it has been tested and accepted. drawings or samples to properly appraise the materials,equipment or process.4.Utilities Beyond 10'-0"from the Building P ed• g P p P Y PP P P DRAWING NO.: D.If discrepancies exist in the scope of work as to what trade provides items, they L.Engineering Design Service's reserves the right to request additional submittals on B.Protect all a C.If a substitution of materials or equipment in whole or in art is made, the 5.Excavation and Backfilling equipment and materials from damage from all causes including theft. P shall be reported to the Architect/Engineer prior to signing the Contract. If the any item not specified herein under this section. Contractor shall bear the cost of an changes necessitated b an other trade as a discrepancies are not reported, the Plumbing Subcontractor shall furnish such All materials and equipment damaged or stolen shall be repaired or replaced with Y 9 Y Y 6.Foundations and Trenching P P g M.The approval of the equipment does not relieve the Subcontractor of equal material or equipment. result of said substitution. items as needed for a complete and operable system. responsibility of shop drawing errors related to details, sizes, quantities, wiring 7.Temporary Light and Power po ty g g C.Protect all equipment, outlets and openings with temporary plugs, caps and D.Manufacturer's directions shall be followed in the delivery, storage and installation E.All work shall be installed in cooperation with other trades. diagram arrangements and dimensions which deviate from the Specifications, covers. Protect work and materials of other trades from dama a that might be of any equipment. Notify the Architect/Engineer, in writing, of any conflict between 8.Temporary Water, Heat, Fire Protection and Toilet Facilities and/or job conditions as they exist. g g the Contract Drawings and the manufacturer's re uirements and obtain a written P2ml F.Keep fully informed as to the shape, size and position of all openings required for caused by work or workmen and make good damage thus caused. g q AA response prior to proceeding with work. Should the Subcontractor fail to comply 4.The vent system shall be continuous from the appliance's flue outlet to the vent A.Kitchen cooking carbon monoxide detection system with standing pilot equipment at 08 watts per foot and 20 Amp breaker size. Include all appurtenant hardware, CISPI Standard 301,ASTM A-888 and A-74. 11, . STAMP: with this, he/she shall bear the costs of any corrections which may be required. termination outside the building.All system components shall be UL/ULC listed shall be by Isimet. power connection kit, end termination, adjustable thermostat, fiberglass y attachment tape,and electric trace label.The system shall maintain 120° F 2.Steel piping shall be supported at each story height and at not mo an ten E.The Subcontractor shall furnish and install all equipment, accessories, and supplied from the same manufacturer. B.Control Unit (1 0)foot intervals. �4,H OF M,qs connections and incidentals to complete the work under this Section. 5.The vent inner wall flue shall be constructed from AL29-4C@ stainless steel, 2.5 INSULATION s� with a minimum wall thickness of .016" for 3" through 7" diameter vents .019" 1. Provide an ISIMET LA Series Control Panel LA-1211.R-P-C. Panel shall be 3.Copper tubing shall be supported at each st�E ��� I E R V I C ES o� GLEN tiN F.All plumbing products submitted or utilized shall be Commonwealth of g brushed stainless steel with concealed wall box provided with panel service A.Insulation shall be Owens Corning Insulating Systems (I 0)foot intervals. MARKEY rn Massachusetts Board of State Examiners of Plumbers and Gas Fitters approved. for 8"through 12"and .024"for 14"through 16"diameter vents. MECHANICAL , switch, low voltage transformer and fuse block. Panel shall comply with - � No.4154 � B.General: E.Roof Support I'll G.As of January 4, 2014; all products installed associated with any plumbing system 6.The vent outer wall (jacket) shall be stainless steel with a minimum wall UL508-A, Standards for Industrial Control Panels. Panel should include a clear 141 Industrial Highway Slatersville, RI 02876 utilized to convey potable drinking water shall comply with the Reduction of Lead thickness of 0,016"for 3"through 6", 0.024"for 7"through 16". There shall be a flip up protective cover for panic button. The mounting height for the control 1. Products shall not contain asbestos, lead, mercury,or mercury compounds. 1. Horizontal piping support system for piping installed on rgwl J4ft gPCrP8_4 Fax 401 765-2984 in Drinking Water Act. Y2"air space between the flue and jacket. panel shall be 60"from the finished floor. 2.Owens Coming pipe insulation is not known to contain Corporation Roof Top Blox UV resistant HDPE resin with foam �ase and all / L g p p yenta-, octa, or 1.27 CONFLICT BETWEEN PLANS AND SPECIFICATIONS 7.All section joints shall have a triple lipped directional silicone gasket for sealing 2.Panel shall have integral printed circuit board with logic device to provide a deca-brominated diphenyl flame retardant substances, such as deca-Bromine required accessories required for a complete installation. and a built in mechanical locking band. 120-vac output circuit to activate the Fuel Gas Solenoid and a 24-vac output (deca-BDE). F.Interior hangers for piping sizes four (4) inches and smaller shall be Carpenter & A.In case of conflict between the contract drawings and specifications,the Engineer circuit to activate utilities as shown on drawings. Activation of output circuits Paterson, No. 1A band type,Grinnell Company, Calco Steel Products Company or shall determine which takes precedence. 8.All system components such as vent supports, roof or wall penetrations, 3.insulation materials for use on austenitic stainless steel shall be qualified as P terminations, appliance connectors and drain fittings require to install the vent shall be enabled only by switch ON and then keying. acceptable according to ASTM C795. equal, black steel with hanger rods with machine threads. Hangers for piping 1.28 EQUIPMENT CONNECTIONS system shall be UL/ULC listed and provided by the vent manufacturer. 3.The Panel shall be equipped with a service switch for the output circuits and a larger than four (4) inches shall be the adjustable clevis hanger type, malleable momentary enabling key switch. Deactivation of output circuits shall not require C.Cert�cations: iron with extension rod. Chain, strap, perforated bar or wire hangers will not be L ry A.Make all final plumbing connections to all new as well as existing to be relocated 9.Vent layout shall be designed and installed in compliance with manufacturer's approved. Where used for uninsulated copper tubing, all hangers shall be copper N o ti engagement of enabling key. Panel shall be provided with N/O momentary 1. Only Owens Coming SSL 11 with ASJ Max and VaporWick pipe products are fated and chrome I ca N CD N equipment not furnished as part of this Section, such as but not limited to Kitchen installation instructions and all applicable local codes. p p ated for chrome plated piping. Insulation shields shall be U N �panic button assembly to deactivate output circuits in case of emergency. Reset GREENGUARD Indoor Air Quality Certified and GREENGUARD Gold Certified. Equipment requiring plumbing services. Provide all rough plumbing systems to provided on all horizontal insulated piping.at each hanger or support location. Ly F o ,,- these Joints between different piping materials shall be made with a mechanical joint or after panic shall occur by re-keying. z N these same items of equipment. Refer to the equipment shop drawings and P P g i 2.Owens Corning pipe products are certified by SCS Global Services to contain a Insulation shields shall be galvanized steel, 180 degrees arc and centered on the = � C, manufacturers'requirements for final locations of connections prior to laying out or dielectric fitting. o 0 o hanger or support. On diameters 4 inches and smaller, shield shall be 12-inch co q p y g 4.Provide panel with additional terminals for integration of ISIMET Remote Panic minimum of 53 fo recycled glass content, 31/o pre-consumer and 22/o i= o installing any work. Furnish and install all traps with cleanouts and heavy-duty O.Pipe and fittings shall be in accordance with the following: Button Assembly, Fuel Gas Sensor, CO Sensor and opto-isolated input terminal post-consumer(except Flexwrap Insulation). tong, 18 gauge steel. On diameters 5 inches and 6 inches, shield shall be 18-inch 0 w i- LO brass loose key angle valve supply stop kits. Traps and angle valve kits shall for integration with facility's alarm system.A fire alarm signal shall deactivate all long, 16 gauge steel.On diameters 8 inches and 10 inches, shield shall be 24-inch - Of =O a include polished chrome-plated escutcheons.All supply stops shall have threaded 1. Exterior Water Service Type A utilities controlled by the LA Series Control Panel. 3.Owens Corning pipe products are UL listed and labeled (except Flexwrap long, 14 gauge steel. On diameters greater than 10 inches, shield shall be 24-inch () � or sweat solder inlet. Every faucet shall have a supply stop kit for each water Insulation and Pipe and Tank Insulation). long, 12 gauge steel. Structure attachments shall be as manufactured by () h- 2.Cold Water Inside Buried Type B 5.Provide panel with d contact terminal and 24-vac terminal for output of rL supply.All exposed traps and supply stop kits shall be polished chrome-plated. P dry P Carpenter&Patterson and shall be suitable to carry the weight. � � integration. ISIMET "Panic" shall provide a notification signal to a secondary 4.No Wrap FIBERGLAS Pipe Insulation and Jacketed FIBERGLAS Pipe Z O 3.Cold Water Type C Insulation ASJ Max, Va orWick, Evolution, ASJ have received the Cradle to A a 1.29 VIBRATION ISOLATION AND SEISMIC RESTRAINTS(Massachusetts) monitoring system. Reset of Controller shall withdraw notification signal. f P ) Approved gang hangers may be used in lieu of separate hangers on pipes running U:I U q 4.Trap Primer Buried Type B Cradle Products Innovation Institute's Bronze Level Material Health Certificate. parallel to each other and close together. U_ m Cn A.Installation of Plumbing equipment, accessories and components shall be in C.Carbon Monoxide(Co)Sensor rn W accordance with the Seismic Requirements identified in the Massachusetts State 5.Trap Primer Type C 5.These products Environmental Product Declaration (EPD) has been certified by G.AII fixtures and equipment shall be supported and fastened in a satisfactory U) d = Building Code. 1. Carbon Monoxide Sensor shall be Honeywell E3SA sensor with E3SCO UL Environment. manner and in accordance with fixture manufacturer's recommendations. M it 6.Hot Water Supply and Recirculation Type C cartridge to detect dangerous levels of Carbon Monoxide Gas within the Kitchen Z 6 PART 2--PRODUCTS Area. Assembly shalt consist of a stainless steel wall box and stainless steel D.Molded Fibrous Glass Pipe Insulation: Comply with ASTM C547, Type 1, Grade A; H.Where chair carriers are required, they shall be completely concealed in the 0 i 6 7.Non-potable cold water Type C panel with sensor and indicator lamp. Locate as shown on drawings and and Type IV, Grade B; and ASTM C585, for sizes required and of a type suitable building construction and shall rigidly support the fixture from the floor. Chair fl 2 integrate assembly with kitchen hood controller. for installation on piping systems as required. One of the followin 8.Non-potable hot water Type C g Y g types shall be carrier shall support fixtures in such a manner that no part of the fixture will be Z I'-- w � used: supported b the wall or partition. Chair carriers shall be furnished complete with _..1 0 2.1 PIPE AND FITTINGS PP Y P P I- n. 9.Sanitary,Waste and Vent Inside Buried Type D 2.Mounting Note:Co Sensor should be wall mounted at a height of five feet above necessary bolts, nuts and washers as well as connecting nipples of the proper L1.7 E5 o A.Pi a and fittings shall be of US manufacture and shall conform to the latest ANSI, the floor and at least ten feet away from fuel as burning equipment. This will 1. For indoor systems operating at temperatures from 0°F (-18°C) to +1000°F Z - P 9 Y g glength with gaskets for the fixture connection. All available or optional anchor foot ASTM,AMA and NFPA Standards includinglatest amendments. 10. Sanitary,Waste and Vent Within the Building Type E allow a visual notification of detection and will prevent false positive readings (538 C)with heat-up schedule: � = F Q P P 9 assemblies shall be utilized. Carriers must fit in available space and shall be of the w g 11. Kitchen Waste and Vent Inside Buried Type D from the sensor. a.Owens Cornin O SSL II@ with ASJ Max FIBERGLAS Pipe Insulation. special narrow type or compact le where necessary. Chair carriers for water w B.Each length of pipe, each pipe fitting, trap, material and/or device used in the YP g P YP P style ry � � W � N respective system shall have east, stamped or indelibly marked on it, the maker's D.Solenoid Valve ° ° closets and urinals shall include flushometer supply pipe support. Flushometer t_ ao P Y P Y 12. Kitchen Waste and Vent Within the Building Type E 2.For systems operating at temperatures up to +850 F (232 C), no heat supply pipe shall always be provided with a concealed support regardless of if the m < N a M name or mark,weight and quality of the product when such marking is required by PP Y p P Y p PP g CO 1. Furnish and install ISIMET 306 normally closed natural 2" gas specific zero up-schedule required. design includes a carrier or not. 0 = N the approved standard that applies. 13. Sanitary from Last Building Cleanout �,® O i-- cfl pressure differential solenoid. Solenoid coil shall be 120-vac. Provide a ball 3.For systems operating at temperatures to +1000°F (538°C) with heat-up __J = cob C.T e A: to 10'-0"beyond Foundation Wall Type F valve u stream from solenoid. Thoroughly flush piping system prior to placing I. Wherever wood blocking is required to insure adequate support of fixtures and �� O o0 YP P- g Y P P 9 Y P P g schedule and always above the ambient temperature: � 2 o 14. Kitchen Waste from Last Building Cleanout into service. Final connection to coil from control unit by Electrical Contractor. related piping, it shall be provided by this Contractor and it shall be fire treated. N M Type K soft annealed rolled copper tubing, one (1) piece with no joints between 9 co <C 2 the connection to the exterior water supply and the first fitting within the building. Solenoid shall close upon loss of operating power and require re-keying for a.Owens Coming No Wrap Pipe insulation. H.AII inserts in new concrete construction shall be capable of developing the full In N >' a P g g• to Exterior Grease Interceptor Type F reactivation of service. Solenoids are sized as indicated on Drawings. ° ° ° ° strength of the rod or bolt used in them and shall be either continuous insert e Fittings shall be wrought copper joined with a silver brazing filler. 15. Waste and Vent 1 1/2 inches and Smaller Type G 4.For systems operating below ambient (32 F (0 C) to +65 F (18 C)) or malleable iron concrete inserts for rod sizes 3/8 inch to 7/8 inch. Continuous E. Integration And Configuration temperature: 16. Waste Pump Discharge inserts shall have anchors every 4 inches and shall extend 1-1/2 inches above the D.Type B: 1. Integration with other building systems a.Owens Corning VaporWick@ Pipe Insulation. (see Plumbing Pipe Insulation back of the insert and shall hook to provide anchor. All inserts shall be tied to the Type K hard drawn rolled copper tubing, one 1 piece with no joints within Pressure Portion Buried Type H -VaporWick@ Pipe insulation) reinforcing steel rods with wire and properly sized reinforcing rods shall be YP PP 9 ( ) P• 1 CAUTION-Operation of emergency devices, including emergency showers and concrete or below slab with wrought copper sweat fittings joined with approved 17. Gas 2 inches and Smaller Type I eyewashes, shall not be integrated with this system for either activation or E.Perpendicular Oriented Mineral Fiber Insulation: ASTM C1393, Type 11113, inserted through the special holes, hooks or brackets provided in or on the inserts z silver solder. 18. Gas 2 1/2 inches and Larger Type J to securely anchor insert to the structure. deactivation. Category 2: W And/Or 2.Energy management control system(ems) 1. For piping equal to or larger than 10 in (250 mm) diameter operating at J.Seismic Restraints: it is the intent of this seismic specification to keep all Type K hard drawn rolled copper tubing, one (1) piece with no joints within 19. Water Heater Combustion Air Intake Type K temperatures up to+850°F(454°C): mechanical building system components in place during a seismic event. ^^ Where shown on Drawings, provide low voltage integration wiring to connection Q_ W concrete or below slab with press fittings including a factory installed sealing 20. Water Heater Exhaust Type K 1. All mechanical systems must be installed in strict accordance with seismic ! , ' element made of EPDM (Black), 420 stainless steel grip ring, separator ring, and point of the system as directed by the system installer. Make connection of a.Owens Corning Flexwrap FIBERGLAS Insulation. O UJ( ) 9 P 9. P 9 codes, component manufacturer's and building construction standards. an un-pressed fitting leak identification feature. 21. Water Heater Relief Valve Discharge Type C wiring and configure Controller to activate with available control voltage. F.Perpendicular Oriented Mineral Fiber Insulation: ASTM C1393, Type 11, Category Whenever a conflict occurs between the manufacturer's or construction _J 0E Installation must be in accordance to manufacturer's instructions and 22. Indirect Waste Piping 1 inch and smaller Type C 3.Building alarm system 1: standards,the most stringent shall apply. W I.- Ln specifications. Contractor shall be trained on the use and installation of the system 23. Indirect Waste Piping 1-1/4 inch and larger Type G Where shown on Drawings, provide low voltage integration wiring from the 1. For piping equal to or larger than 10 in 250 mm diameter operating at 2.This contractor shall engage a professional structural engineer registered in the by manufacturer's representative. P g g YP g g g g P P g q g ( ) p gP g g Controller to connection point of Building Alarm System. Configure Controller to temperatures up to+650°F(343°C): jurisdiction of this project to review the entire installation to determine all seismic 2.2 WATER METER comply with Alarm System monitoring requirements. From Building Alarm I restraint requirements and methods. Contractor shall submit a report outlining W :D N System, provide low voltage wiring to receive out a.Owens CorningO FIBERGLAS Pipe and Tank Insulation. the structural engineer's Z O E.Type C: A.Furnish and install one (1} domestic water meter at the entrance of the domestic Y P g 9 put signal from that system for g' eer's review as well as seismic restraint shop drawings and a �y/ Type L hard drawn copper tubing with wrought copper sweat fittings joined with water service into Building and additional meters as dictated in this article in shutdown of Controller in case of fire alarm. Final connection by others. G.Provide accessories per insulating system manufacturer's recommendations, supporting calculations prepared by the professional structural engineer for LL accordance with the following: including the following: review by the Architect. _J F_ Q approved 95l5 lead free tin antimony solder. 4.Ansul fire suppression system And/Or 1. Meter shall be approved equal with one-piece bronze case, bronze measuring 1. Closure Materials: Butt strips, bands, wires, staples, mastics, adhesives, and 3.Seismic restraints shall be designed in accordance with seismic force levels as W Where shown on Drawings, provide low voltage integration wiring from the detailed in the applicable building code. chamber and ASME flanges to match incoming line size. Meter register shall be pressure-sensitive tapes. a. Mold resistant mastics are recommended for chilled .. Type L hard drawn copper tubing joined with press fittings including a factory ANSUL System to connection point of LA Controller. Final connection by others. U W installed sealing element made of EPDM (Black), 420 stainless steel grip ring, compatible with water department specification. water applications. 2.7 SLEEVES, ESCUTCHEONS AND FIRESTOPPING 0. Z � W separator ring, and an un- ressed fitting leak identification feature. 5.System configuration .J P g� P 9 2.Meter shall conform with all rules and regulations of all Authorities having 2.Field-Applied Jacketing Materials: Sheet metal, plastic, canvas, fiberglass cloth, A.Sleeves shall be furnished and set by this Contractor and he shall be responsible -�- Installation must be in accordance to manufacturer's instructions and jurisdiction and shall comply with the latest Standards of American and New Controller shall be factory configured to the specified configurations and shall be insulating cement, PVC fitting covers. for their proper and permanent location.This Contractor shall be responsible for all W N specifications. Contractor shall be trained on the use and installation of the system England Water Works Association, obtain approval and installation capable of field adjustments to meet specific project modification requirements. core drilling.Core openings shall have link-seal fire-rated penetration closures. r by manufacturers representative. requirements of the Local Water Department prior to ordering or installation of 3.Support Materials: Hanger straps, hanger rods,saddles, support rings,and high gP 0 ` F.Electrical density inserts. C ,i7 meters. B.This Contractor shall provide steel sleeves at all paints where pipes and all other e 7 3.The meter shall be the remote reading a and shall conform with all rules and 06 1. All work specified in this section shall be performed according to electrical 4.Adhesives For Indoor Applications: VOC content of 50 g/L or less when work under his charge pass through masonry, concrete or wood. Sleeves shall L F.Type D: g type specifications and by that contractor. Make final connections to monitoring and calculated according to 40 CFR 59,Subpart D(EPA Method 24). have flanges or wings at mind-points to prevent sleeve from slipping through the 0 (0 regulations of all Authorities having jurisdiction. Obtain approval of the Local floor or wall. Pipe sleeves shall be sufficient diameter to provide approximate) 1/4 W remote panic assembly panels as indicated on Drawings and specified y U o0 Service weight hub and spigot cast iron soil pipe and fittings joined with neoprene Water Department prior to ordering or installation of remote read device. P Y P g pec ed D.Insulation shall be in accordance with the fallowing schedule: inch clearance around the pipe or the insulation on insulated systems. Sleeves � I'�' resilient gaskets. Pipe and fittings shall be marked with the Collective Trademark Remote read device shall be mounted in an acceptable location as determined Furnish and install !ow voltage control wiring from LA Series Controller to (V P through walls shall end flush with the surface of the walls. Sleeves in floors shall 0 U) U) of the Cast Iron Soil Pipe Institute(CISPI)and be listed by NSF International. by the Local Water Department. connection point of Energy Management Control System, Building Alarm and Insulation �.. �/J � Y Y System Thickness extend one inch above the floor and after installation of piping shall be packed, ANSUL System. Final connection b others. P P g 4.Each bidder for work under this Section of the Specification shall include in his firestopped and made watertight. Sleeves in exterior walls shall have waterstop W ., 0 G.Type E: base bid all cost involved in furnishing and installing meter. Shut-off valves shall G.Conduit Cold Water 1/2" plates,shall end flush with the surface of the walls,shall have link-seal penetration v) be installed on both sides of the meter. The installation shall follow the Hot Water and closures and shall be of a diameter that is compatible with the Link Seal System. No hub cast iron soil pipe and fittings joined with stainless steel mechanical 1. Unless otherwise specified for wiring systems, provide conduits for contra! and instructions set forth manufacture's secifications.h in couplings and neoprene gaskets. P integration wiring from point of connection to each device to accessible point Hot Water Recirculation 1" C.Seat the sleeve penetrations with firestopping and smoke stopping systems as 0^^ N Sanitary and waste mechanical couplings shall be Husky SD4000(orange). B.Master building meter shall be sized for a maximum probable flow of X"GPM. above ceiling. Provide separate conduit for each device that is controlled and Non-potable Cold Water 1/2" manufactured by Dow Coming, Bio-Shield, Rectorseal Metacaulk, 3M, Fyre Putty i..L. V_ Hot Water 1" integrated with Controller. Conduits for monitoring panels, arrays and panic Non-potableor equal. Where pipes penetrate fire rated construction, the openings shall be 0 Vent mechanical couplings shall be Husky SD2000(white). 2.3 VALVES assemblies shall be separate from line voltage, control wiring and integrated packed with the material and system that shall maintain the integrity of the fire A.Solder type shut-off valves on water piping 1!2 inch,2 1/2 inch and 3 inch shall be systems wiring. Where system components are mounted along side the Trap Primer 1/2" rating as detailed in the UL Fire Resistance Directory. Controller within a common wall, install conduct for low voltage control wiring H.Type F: Apollo 70LF-200, solder end, bronze body ball valve, chrome plated bronze ball, D.Pipe Sleeves shall be according to the following: between the devices. Waste pipe at the ceiling serving Service weight hub and spigot cast iron soil pipe and fittings joined with oil free 600 psi WOG. P P g g 1. Sleeves on pipes passing through masonry or concrete construction shall be oakum and lead. Pipe and fittings shall be marked with the Collective Trademark B.Solder type shut-off valves on water piping 3/4 inch, 1 inch, 1 1/4 inch, 1 1/2 inch H.Wiring Ice machines 1/2" scheduled 40 galvanized steel pipe. of the Cast Iron Soil Pipe Institute(CISPI)and be listed by NSF International. Pipe and 2 inch shall be Apollo 77CLF-200,solder end, bronze body ball valve, chrome 1. Power to Control Unit TITLE: and fittings shall be provided with a polyethylene encasement per ASTM A74. plated bronze ball,600 psi WOG,full port ball valve. Domestic hot water supply 2.Sleeves on pipes passing through wood or drywall partitions shall be 16 gauge Provide dedicated electrical service to LA Series controller. Minimum 15 amp galvanized steel. L C.Pressfit type shut-off valves on water piping 1/2 inch, 3/4 inch, 1 inch, 1 1/4 inch, 1 circuit. temperature maintenance cable 1" PLUMBING ` U p�p I An V I I. Type G: 1/2 inch and 2 inch shall be Apolioexpress with a factory installed sealing element E.Whenever new penetrations to a previously poured slab are required for the 'VI o 1 V made of EPDM, two piece, bronze ball valves, full port, chrome plated ball, 600 WIRING: similar items of floor drains, shower drains, mop receptors, flush floor with aficleanouts or SPECIFICATION Type DWV hard drawn seamless copper tubing with wrought copper drainage P Po P Indirect Waste Piping provided with similar items of plumbing, these penetrations shall be totally sealed with a fire and fittings joined with 95/5 lead free tin antimony solder. WOG, blow-out proof stem and metal handle. Do not install wiring or cable for integrated systems, remote panic assemblies or other interface wiring within conduit for either 24-vac control, 120-vac line Freeze protection at walk in cooler water stop sealant. Sealant shall be Dow Coming fire stop sealant, Catalog No. SHEET 2 O F 4 D.Pressfit type shut-off valves on water piping 2 1/2 inch, 3 inch and 4 inch shall be and freezer 1" 2000. Hourly fire rating in hours must be meet the requirements of the slab being A oiloex ress with a facto installed sealing element made of EPDM, semi lug , voltage or three phase wiring. Each wiring system should be housed in p p factory g g penetrated. J. Type H: polyurethane coated, spheroidal cast iron flange and EPDM liner, stem and disc independent conduit and not bundled with wiring for other systems. 2.6 HANGERS AND SUPPORT Type L hard drawn copper tubing with wrought copper sweat fittings joined with shall be 316 stainless steel, anti-blowout, handle shall be spring locked 10 position F.Provide chrome plated brass escutcheons with set screws for exposed piping in all P 9 P 2.Low Voltage Control Wiring: A.Pipe hangers, pipe anchors, auxiliary steel, wood blocking and fixture supports areas. !n mechanical rooms use lain brass or cast iron escutcheons suitable for DATE ISSUED: 02.16.2018 approved 95/5 lead free tin antimony solder. and bolted flanges. P - Provide 24 VAC control wiring from LA Series Controller to each controlled shall be furnished and set by this Contractor, and he shall be responsible for their painting. All escutcheons shall be sized to fit the bare pipe or insulation in a snug E.Pressfit a check valves on water tin 1/2 inch, 3/4 inch, 1 inch, 1 1/4 inch, 1 proper and permanent location. This Contractor shall be responsible for all core and neat manner.The type piping g utility or device. Make connections at controlled device and terminate at output y shall be of sufficient size to cover sleeves openings for the REVISIONS: K.Type is 1/2 inch and 2 inch shall be Apotloexpress with a factory installed sealing element terminal on Controller. Minimum wiring, 18 AWG, plenum rated cable. Provide drilling. pipes and of sufficient depth to cover sleeves projecting above floors. made of EPDM, bronze check valve,stainless steel spring check, bubble tight and cable with required conductors plus two NO. DESCRIPTION DATE Schedule 40 black steel pipe with press fittings including a factory installed sealing q p pares. B.All piping shall be rigidly supported from the building structure by means of H.Bored holes within wood construction. A hole not greater in diameter than 40 400 WOG. ring, approved hangers an supports. Th hanging element made of HNBR(Yellow),420 stainless steel grip ring, separatorg, and 3.Integrated Systems: Pp g de and support of all piping system percent of the stud width is permitted to be bored in any wood stud. Bored holes an un-pressed fitting leak identification feature. F.Drain valves shall be Apollo Valve with cap and chain. All drain valves shall be shall conform to the ANSI/MSS-SP.58 AND MSS-SP 69 latest edition. This not greater than 60 percent of the width of the stud are permitted in nonbearing EQUIP. REVS. 1/31/18 Installation must be in accordance to manufacturer's instructions and provided with a Watts No.8A hose connection vacuum breaker Provide low voltage wiring for integration to other systems as shown on Contractor shall furnish and install all required auxiliary steel required for hanging partitions or in any wall where each bored stud is doubled, provided not more than i Drawings. Verify voltage and wire sizes to comply with requirements of each of piping. two such successive doubled studs are so bored. In no case shall the edge specifications. Contractor shall be certified on the use and installation of the of the Solder system. bored hole be nearer than 5/8 inch system by manufacturers representative. C.Alt horizontal piping shall be hung with approved adjustable malleable iron pipe shall not be located at the same section of stud asha edge of the notch.stud. Bored holes And/Or DV-A: Shall be Apollo 7OLF-103HC 1/2 inch supply with 314 inch threaded I. Installation hangers. Schedule 40 black steel pipe with standard weight malleable iron fittings joined connection. 1. Install in accordance with manufacturers recommendations and instructions. 1. Cast iron soil pipe shall be supported at flue(5)foot intervals except where ten 2.8 CLEANOUTS with threaded connections. Pressfit Verify manufacturers mounting heights to comply with ADA or other standards. (10)foot lengths of piping are used,then ten (10)foot intervals are acceptable. A.Cleanouts shalt be as manufactured by Josam Manufacturing Company, Jay R. DV-A: Shall be Apollo 77WLF-103HC 1/2 inch supply with 3/4 inch threaded 2.Furnish and install all devices as shown on Drawings and as specified herein. Hangers shall be provided at each joint, at each horizontal branch connection Smith Manufacturing Company, Zurn Industries, Inc. or approved equal. The i llown L.Type J: connection. Where device is to be installed by other trades, furnish and then turn over to and P-Traps must be supported individually. Hangers shall be adequate to following series numbers are intended to establish a level of quality and appropriate trade for installation. maintain alignment, prevent sagging and shall be placed on or immediately comparison. Schedule 40 black steel pipe with beveled ends with standard weight carbon steel G.All ball valves for installation in insulated piping shall have valve extensions to suit adjacent to the coupling. Horizontal piping shall be braced against horizontal DRAWN BY: beveled end fittings joined by welding in accordance with local codes. installation thickness. J.Warranty movement with sway bracing. Supports shall be placed directly beneath B.Floor ceanout shall be Jay R. Smith 4023S-F-C coated cast iron floor cieanout RWC horizontal fittings that connect to the stack. Installation shall conform to the with nickel bronze top. H.Shut-off valves in the water supply system to emergency eyewash and shower ASTM A-888 and A-74 requirements of the latest issue of CISPI Standard 301, . M.Type K: equipment shall be provided with a lockout cover device to prevent the 2.9 WALL HYDRANTS SCALE: 1. Provide a 1 year minimum warranty from date of acceptance of project. 1/411 = 1 - 11 Positive Pressure Vent unauthorized shutdown of services. Pad locks shall be the break away type for 2.Copper tubing 1-1/2 inch and larger shall be supported at ten(10)foot intervals. A.WH-A shall be Jay R. Smith Model No. 5509QT-SS or SE stainless steel box and 1. The vent shall � C of double-wall, factory built type, designed for use in quick access during an emergency. 2.5.1 HEAT TRACING Copper tubing 1-1/4 inch and smaller shall be supported at six(6)foot intervals. cover, bronze nickel plated hydrant, bronze casing, hose connection with integral wall conjunction with Category tt, Ill or IV condensing or non-condensing gas fired 1. Shut-off valves on natural gas system 1 1/2vacuum breaker, sweat inlet connection, T-handle key inches and smaller shall be Apollo A.Freeze protection cable for walk in freezer shall be Heat Trace Products 2700 3.Steel piping shall be supported at six (6) foot intervals for piping 1/2 Inch and Y and adjustable wail clamp. DRAWING NO.: appliances or as specified by the heating equipment manufacturer. Series 70-100-07 Massachusetts approved, threaded bronze ball valve, 600 psi series self regulating heating cable with an operating voltage of 120 at 03 watts smaller,at eight(8)foot intervals for 3/4 inch and one inch piping and at ten(1 0) Length to suit wall thickness. Provide with mild climate, Jay R. Smith Figure No. WOG. Shut-off valves on natural gas systems 2 inches and larger shall be per foot and 20 Amp breaker size. include all appurtenant hardware, power foot intervals for piping 1-1/4 inch and larger. SAP where applicable. 2.Maximum continuous flue gas temperature shall not exceed 480°F(249°C). Rockwell Fig. 143, semi-steel, lubricated plug valves, flanged ends, wrench connection kit, end termination, freeze protection thermostat, fiberglass D.Vertical hangers B.WH-B: Strahman M-159TG-Y bronze wall mounted hose station with control ball operated,200 psi WOG. attachment tape,and electric trace label.The system shall maintain 40° F. valves, check valves, tern gauge, 3.Vent shall be listed for a minimum positive pressure rating of 6"W.C. and shaft temperature au e, hose rack and 5/8 inch yellow braided have passed at 15"W.C. 2.4 KITCHEN COOKING CARBON MONOXIDE DETECTION SYSTEM B.Domestic hot water supply temperature maintenance cable shall be Heat Trace 1. Cast iron piping shall be supported at base, at each story height and at ten (10) hose with P-70 light industrial spray nozzle. Provided with 75 feet of hose. Products 2708-13N self regulating heating cable with an operating voltage of 120 foot intervals. Installation shall conform to the requirements of the latest issue of P2m2 STAMP: water heaters,trim and accessories for generating hot potable water. manufactured b Grundfos or,approved equal. Pump shall be in line a with ' 2.10 FLOOR DRAINS g g P d.Automatically rotate Start/Stop amongst the heat exchangers in the chain y PP q P type based upon an internal calculation of run hours, water through put, burner valved bypass. A.AII floor drains shall be the product of one manufacturer such as Jay R. Smith, starts and stops and length of time each burner has been firing. 2.Grease Trap(GT-B): ��N OF MASS Pump shall be Magna 40-80 1/3 h single phase,60 hertz AC. Josam,Zurn,or approved equal. C.Water heater temperature shall be set at 140°F. Sequencing is not based upon next in line(Lead/Lag), it is based upon the P g P g P Schier Products Great Basin GB-2 shall be life I E R V I C ES �'� GLENS of seamless, rotational) molded High Densi ol�ne wi f i MARKEY m B.FD-A: Cast iron body and flashing collar with protector cap and 5-inch nickel most logical (least used) heat exchanger in an effort to equalize unit run F.Time Clock shall be Intermatic Inc,T171 24 hour dial time clock, Y- g tY Y Y � � uniform wall thickness. Interceptor shall be furnished for below s T MECHANICAL � hours. 2.14 THERMAL EXPANSION TANKS mounted with required extensions to satisfy inlet and outlet e in d Wi No.4154 bronze adjustable square strainer,similar to D.Construction • - Jay R.Smith 2005Y(cast iron pipe with no-hub fittings-Square Top) flange adapter 3/16 inches from top to accept epoxy floor iri��IlaZ WS H �► sway Slater5ville, RI 02876 A.Provide precharged thermal expansion absorbers designed and constructed per shall be built in accordance to ASME A112.14.3 � Jay R. Smith 2010C(cast iron pipe with caulk fittings-Square Top). (type C),witli�e(4Q1l!}u� I9�t�ir Fax (401 j 765-2984 < ' 1. The water heating plant shall have a recovery of 279 GPH, (4.6 GPM) at a e.Automatic bump-less transfer of sequencing in case of heat exchanger ASME Code, Section Vlf{. Expansion absorbers shall have precharged air /4VA1. i with no-hub fittings-Square To 100oF temperature rise. Each water heater shall be ETL Listed;ASME Section failure. All systems must be able to fail all but one heat exchanger in any chamber, steel outer shell, rigid polypropylene liner, heavy duty butyl diaphragm system, built-in flow control, built in test caps and three outlet options. Interceptor Jay R.Smith DX2005Y(cast iron pipe g q P) P Jay R. Smith DX2010C(cast iron pipe with caulk fittings-Square Top). IV (HLW) coded and stamped and shall incorporate a negative Pressure gas order or for any reason and the last will continue to operate. and stainless steel connection. Expansion tanks smaller than 5 gallons of total flow rate shall be 35 GPM. Interceptor grease capacity shall be 142 lbs. Cover volume may be installed in line with supported from overhead. Tanks greater than shall provide water/gas tight seal and have minimum 2,000 Ibs load capacity. Inlet valve on each exchanger capable of full fire operation at of 2.5" WC of Gas Y PP g pressure. Each unit shall achieve a minimum turn down 8.3 per 251,000 BTU of 5 gallons of total volume shall be floor mounted on a 4 inch housekeeping pad. and outlet to be 3 inch plain end schedule 40. C.FD-B:Same as FD-A except with funnel. input . The total water content in the system shall be less than 2 Gallons per f. Each heat exchanger will default to individual control upon failure of the Cover shall be labeled"Grease Interceptor . g P B.Expansion tank shall be Amtrol, Inc.ST-12-C. Provide round funnel similar to Jay R.Smith 3580 where applicable. 251,000 BTU/hr of input. sequencing chain. 2.15 PREASSEMBLED SIMPLEX EFFLUENT WASTE SYSTEMLU CD D.FD-C: Cast iron body and flashing collar with adjustable top bar grate and 2.21 TRAP PRIMERS ca to: Y 9 9 Automatic isolation of heat exchanger module from water circuit in case of A.Preassembfed simplex effluent system shall be Liberty Pump one (1) 280HV-2 m M sediment bucket, similar2.Water heater shall be direct fired, full condensing, design. Power g A.The trap primer shall be as manufactured by Precision Plumbing Products, Inc., Q i- NN 7 burner shall have full modulation. The minimum firing rate shaft not exceed effluent pumps, 1/2 HP, 208-230 V, 1 phase, capacities of 40 GPM at 20 TDH , (_w i` Jay R.Smith 2360Y-S(No-Hub-Square Top) g failure and prevention of cold water from exiting the system 25'power cord. Jay R. Smith Manufacturing Company,Zurn Industries, Inc.or approved equal. ? Q N 30,000 BTU/HR input. Water heaters that have an input greater than 30,000 2 1b Jay R. Smith 2360C-S(Caulk-Square Top) BTU/Hr at minimum fire will not be considered equal. The water heater shall B.SXL24=3 NEMA 4X simplexg control panel including three floats, auxiliary B.Units shall be Precision Plumbing Products, Inc. automatic brass trap primer units = o have the capability of discharging into a positive pressure vent. Water heater h.Masterless control, change any parameter in any one of the units and all contacts and integral audio/visual high level alarm. which shall be activated by a drop in water pressure(minimum 3 psi) in the active O L LO _ thermal efficiency shall increase with decreasing load(output),while maintaining the rest in the series will automatically adjust to the most recent parameter cold water line in which attached. Units shall meet Code and ASSE Standard U 0 i- E.FS-A: Cast iron flanged body with flashing clamp, acid resistant coated interior, set point. Water heater shall have an operational set point capability of 100°F y l p C.24 diameter X 72 high fiberglass basin with fiberglass anti-floatation flange. #1018.Units shall be adjustable to line pressure and desired delivery amount. rn 2 nickel bronze rim and secured grate,with aluminum sediment bucket,similar to to 185 OF and shall maintain the outlet temperature within an accuracy of+/-4 change. D.24"steel cover with 1 1 1/2" discharge flange 1 2"vent flange 1 2" electrical C.Trap rimers and distribution units shall be in accordance with the following: a Jay R. Smith DX3151Y(No-Hub-Square Top) of during load changes of up to 30% rated capacity. Water heater shall be ( ) g g ( ) g ( ) p P g' factory-fabricated, factory-assembled and factory-tested, fire-tube condensing flange W O o F.FS-B:Same as FS-A except with Jay R. Smith 12 nickel bronze rim and half grate. 8.Electrical Power Drains Model Distribution Unit cri water heater with heat exchanger sealed pressure-tight, built on a steel base, E.One (1) guide rail assembly including Campbell-Hausfeld guide rail, 3/4" 1 PR-500 NA L.1_ Cov G.FS-C: Same as FS-A except with Jay R. Smith 13 nickel bronze rim and 3/4 grate. including a sealed insulated sheet metal enclosure that acts as combustion-air galvanized steel rails and stainless steel lifting chain. intake plenum with a built in serviceable air filter Controllers, Electrical Devices and Wiring: Electrical devices and connections 2 PR. -500 DU-2 H.TD-A: MIFAB P6120-NH-P-C-FL-LS-5 12" wide stainless steel body and grate F.(1)4 Unmounted inlet hub are specified in Division 26 sections. F. Z � system, 16 gauge fabricated Type 304 stainless steel presloped trench drain with 3 PR-500 DU-3 slotted light duty stainless steel ADA compliant grate, 3" bottom center outlet, 3.The heat exchanger shall be constructed with 316L stainless steel helical water G.v ilv el,float b hardware and plumbing including PVC ball valves, PVC check -Ui q membrane clamp, anchor flange, longitudinal slotted ADA grate and sediment tube, fully floating with no welded joints in the exchanger. The exchanger will Single-Point Field Power Connection: Factory-installed and factory-wired valves,float bracket and PVC discharge pipe. 4 PR-500 DU-4 Z bucket. Refer to drawings for length of trench drain. z 9 g have asingle-pass unitary design (no separate primary and secondary heat switches, motor controllers„ transformers and other electrical devices shall H.JB70 junction box,with watertight cable connectors and 2"conduit coupling. 2.22 PIPE IDENTIFICATION AND VALVE TAGS 2.11 PLUMBING FIXTURES exchanger). The water tubes shall be 0.75" ID, with no less than 0.0472" wall provide a single-point field power connection to the water heater. i= ~ 2.16 SHOCK ABSORBERS A.All piping,except that piping which is within inaccessible chases,shall be identified Z No thickness. The heat exchanger shall be ASME Sect IV (HLW) stamped fora with semi-rigid plastic identification markers equal to Seton Setmark pipe markers. _ 0) Q A.Water Closet, P-1: working pressure not less than 160 psig. A.Maintenance free water hammer arresters shall be furnished and installed at all Electrical Characteristics: Direction of flow arrows are to be included on each marker. Each marker w 2 Fixture:American Standard Vormax HET 238AA.104/238AA.105 elongated floor locations in the water systems where quick acting valves are installed as well as O w outlet, vitreous china, 1.28 gpf siphon jet bowl complete with tank, tank cover, fill 1. Voltage: 120 V wherever water hammer may occur. background shall be appropriately color coded with a clearly printed legend to � � identify the contents of the pipe in conformance with the "Scheme for the 4.The water heater burner shall be capable of an-8.33 to 1 turndown ratio of the fY P P m to 0 0° valve, bolt caps,trip lever and less covered seat. 2.Phase: Single B.Exam fes of such locations are as follows: Identification of Pi in S stems" ANSI/ASME A13.1-2007 Setmark sna around a- 00 firing rate without loss of combustion efficiency or staging of gas valves. The P P 9 Y ( )• P- � = N Seat:American Standard 5901.100SS extra heavy duty elongated open front seat burner shall be stainless fiber mesh covering a stainless steel body with spark 3.Frequency: 60 Hz 1. As indicated on the drawings. markers shall be used for overall diameters up to six inches and strap-around �� D M less cover with self-sustaining hinge. ignition and flame rectification. All burner material exposed to the combustion markers shall be used above six inch overall diameters. Markers shall be located Miscellaneous: Cast brass heavy duty polished chrome-plated loose key angle zone shall be of stainless steel construction. There shall be no moving parts 4.Full-Load Current 5 Amps or less per 250,000 BTU of heat input 2.Self-closing and metering faucets. adjacent to each valve, at each branch, at each cap for future, at each riser take valve stop with escutcheon and flexible braided stainless steel risers to suit.Closet within the burner itself. A modulating air/fuel valve shall meter the air and fuel off, at each pipe passage through wall, at each pipe passage through floors, at o Q a: flange, bolts and wax sealing ring to suit. input. A variable frequency drive (VFD), controlled pre-mix blower shall be 3.Prior to all pressure reducing valves. each pipe passage to underground and on vertical and horizontal piping at 20 foot �o N > n. Tank trip lever control shall be installed on wide side of water closet compartment used to ensure the optimum mixing of air and fuel between the air/fuel valve and F.Source Quality Control 4.Prior to all in-line solenoid valves. intervals maximum. the burner. B.All non-potable water lines and outlets shall be identified as "water unsafe" in to satisfy the Massachusetts Architectural Access Board(MAAB)where required. 5.Dishwashing Machines. Provide white sanitary mildew resistant silicone sealant where china comes in 1. Burner and Hydrostatic Test:: Factory adjust burner to eliminate excess oxygen, accordance with the requirements of the Massachusetts Uniform State Plumbing contact with finished floor. 5.The exhaust manifold shall be of polypropylene with a 3"diameter. carbon dioxide, oxides of nitrogen emissions and carbon monoxide in flue gas, 6.Emergency equipment. Code. and to achieve combustion efficiency. z 7.Hose spray prerinse. C.Painting of all exposed natural gas piping outside of the building shall be primed C.Water hammer arresters shall be as manufactured b Josam Manufacturing and painted yellow with rust inhibiting products in conformance with the "Scheme W B.Lavatory, P-2: 6.ignition: Ignition shall be via spark ignition with 100 percent main-valve shutoff Y g for the Identification of Piping Systems" (ANSI/ASME A13.1-2007) as indicated in Fixture: American Standard Lucerne 0356.421 20-1/2-inch x 18-inch wall hung and dual electronic flame supervision. 2.Live-fire Test and inspect factory-assembled water heaters, before shipping. Company, Jay R. Smith Manufacturing Company or Zurn Systems.Arresters shall be installed at each and every multiple of fixtures or items as listed above and/or Article 1.5 Related Work In Other Sections. Ill- vitreous china,concealed arm supports and single faucet hole. as indicated on drawings.Water hammer arresters may serve groups of fixtures. D.All valves shall be designated by distinguishing numbers and letters carefully Q_ W Support: Concealed arm carrier with foot support to suit. E.Controls 3.Allow Owner access to source quality-control testing of water heaters. coordinated with a valve chart.Valve tags shall be 19 gauge polished brass, 1-1/2 O W D.Sizing, placement, tested, certified and shall be fn accordance with Plumbing and black filled letters similar to Seton S type Grohe 36328.000 Eurosmart Cosmopolitan battery powered sensor operated Drainage Institute Standard PDI-WH-201 and the manufacturer's inch diameter with stampede 250-BL or W faucet with external temperature control and maximum flow rate 0.35 gpm. G.WARRANTY approved equal. Lettering shall be 1/4 inch high for type service and 112 inch for Miscellaneous: McGuire heavy duty polished chrome-plated cast brass loose key 1. The water heater control system shall be a Masterless Cascading design with recommendations. valve number. Tag shall be attached to valves with approved brass "S" hooks, or angle valve kits,flexible braided stainless steel risers,escutcheon. no-master - slave designation. The entire system shall have built-in usage E.Water hammer arresters shall be as follows: brass jack chain. Whenever a valve is above a hung ceiling,the valve tag shall be /1 U) v� Polished chrome-plated cast brass perforated offset strainer with 1-1/4 inch x 1-1/2 optimization routine. 1. Standard Warranty:Water heaters shall include manufacturer's standard form in Designation Fixture Unit Rating Model located immediately above the hung ceiling. (N which manufacturer agrees to repair or replace components of water heaters E.Furnish a minimum of two typed valve lists to be framed under glass or Plexiglass. O inch polished chrome-plated cast brass adjustable "P" trap, cleanout plug with extension to wait and escutcheon. 2.The control panel shall consist of one individual circuit. The circuit boards shall that fail in materials or workmanship within specified warranty period. SA-A 1-11 Jay R. Smith 5005 Each chart shall be enclosed in an approved .015 inch thick plastic closure for L.L permanent protection. Valve numbers shall correspond to those indicated on the Insulation: Truebro Handi Lav-Guard antimicrobial white flexible vinyl insulation kit include: SA-B 12-32 Jay R.Smith 5010 P P p Q Record Drawings and on the printed valve lists. The printed list shall include the with foam inserts. 2.Warranty Period for Condensing Water heaters: SA-C 33-60 Jay R.Smith 5020 valve number, location and purpose of each valve. It shall state other necessary W Provide white sanitary mildew resistant silicone sealant where china comes in A LED display to indicate temperature contact with finished wall. A CPU board housing all control functions limited warranty against any failure due to waterside corrosion, mechanical valve is to be opened or closed. Printed framed valve lists shall be displayed in a.The heat exchanger coil shall carry a 6 year from shipment, non-prorated, SA-D 61-113 Jay R. Smith 5030 information such as the required opening or closing of another valve when one f 1 1 � 1 ., V W (� W Each board shall be individually field replaceable. defects,or workmanship.The heat exchanger coil shall carry a 6 year from SA-E 114-154 Jay R.Smith 5040 each Mechanical Room or in a location designated by the Owner. 0. Z C.Hose Bibb, P-3: shipment, non-prorated, limited warranty against any failure due to SA-F 155-330 Jay R.Smith 5050 F.Equipment nameplates shall be 3/4 inch by 2-1/2 inch long .02 inch aluminum with W N Chicago Faucet 952 polished chrome-plated inside sill faucet, 3/4 inch hose condensate corrosion, thermal stress, mechanical defects, or a black enamel background with engraved natural thread outlet,vacuum breaker, removable loose key handle, 1/2 inch inlet and wall 3.The combustion safeguard/flame monitoring system shall use spark ignition and workmanship. F.Air chambers will not be approved as an equal. aluminum letters similar to O r Seton Style 2065-20. Nameplate shall have pressure sensitive taped backing. flange. a rectification-type flame sensor. b.Manufacturer labeled control panels are conditionally warranted against G.Shock absorbers located within chases shall be extended vertically within chase to G.AII interior and exterior underground piping and utilities shall have metalized Z failure for one(1)years;from shipment. above finished ceiling. Shutoff valves shall be installed directly before the device warning tape installed above the pipe or line that identifies the specific system O LUD.Mop Receptor, P-4: 4.The unit shall have a selectable exhaust temperature limit suitable for venting c. All other components, including the electronic igniter and electrode, are to enable engineering to replace them without having to shut down the entire main. buried below. Tape shall consist of a minimum 3.5 mil solid foil core encased in a with PVC or CPVC/Polypropylene conditionally guaranteed against any failure for 12 months from shipment. 2.17 PRESSURE GAUGES protective plastic jacket (total thickness 5.5. mils) and be 6" wide with black V Fixture: Fiat Products Model MSB-2424, 24 inches by 24 inches by 10 inches high lettering imprinted on a color coded background that conforms to APWA color 0 one piece molded stone complete with integral 3 inch stainless steel drain body, A.Pressure gauge shall be manufactured b Trerice Company, Ta for Instrument or strainer, stainless steel wall guard, bumper guards on all exposed sides, hose with g g YY code specifications. Tape shall be installed from 18"to 30" above the pipe and in 5.The controls shall annunciate water heater and sensor status and include H.Field Quality Control Marshalltown Manufacturing. no case less than 6"below grade. W .. O bracket and mop hanger. extensive self-diagnostic capabilities. B.Interior water pressure gauge shall be Trerice Company 700 Series with 4 inch H.All interior and exterior underground non-metallic piping and utilities shall have a Faucet: Speakman SEF-9000-TW-CK-RCP sink fitting with vacuum breaker, hoseLO threads, pail hook, wall brace, four arm handles, wall mounted eye wash with two Set point High Limit: Set point high limit allows for a selectable maximum water 1. Perform tests and inspections and prepare test reports. diameter face. tracer wire installed along the length of the pipe. Tracer wire shall be 14 gauge ('� Interior natural as shall be b Trerice Company 760B with 4 inch diameter face. minimum, copper single-conductor wire with insulation and shall be continuous 0 spray heads, stay open ball valve and thermostatic mixing valve. Provide SA-A on heater outlet temperature and acts as temperature limiting governor. Setpoint 9 Y P Y supply pipe piping between faucet and thermostatic mixing valve. The shut-off along the pipeline passing through the inside of each valve box. pp y p p g g limit is based on a closed loop function that automatically limits firing rate to Manufacturers Field Service: Engage a factory-authorized service O � representative to inspect components, assemblies and equipment installations Exterior natural gas shall be by Trerice Company 766SS with 4 inch diameter valves serving the cold water and hot water supply piping serving this fixture shall maintain outlet temperature. P P p1. A laminated sign shall be stenciled on or in the immediate area of the grease trap including connections,assist in testing and initial start-u face. be provided with a lockout cover device to prevent the unauthorized shutdown of g g p• or interceptor in letters one inch high. The sign shall state the following in exact n/ services. Pad locks shall be the breakaway type for quick access during an C.Pressure gauges shall have brass movement, aluminum case, double strength language: LL emergency. 6.The water heater control system shall incorporate the following additional clear glass window with black embossed figures and graduations on a white dial features for enhanced externals stem interface:. I. Each water heater to be provided with Neutrasafe Condensate Neutralizer IMPORTANT f Chemical Feed: Two (2) Wafts 3/4 inch LF009-QT-S backflow preventer for cold y face,with 1 percent accuracy of scale range. CN4-600 condensate neutralizing tube including channel strut base mount, PVC This grease trap//interceptor shall be inspected and thoroughly cleaned on a water and hot water services with additional non potable cold water Apollo fittings,calcium carbonate, PVC tubing. Outlet tubing shall spill to floor drain. D.Gauges shall be furnished with snubbers and needle valve shut off valves. g P P P g y Temperature set point g g g P regular and frequent basis. Failure to do so could result in damage to the piping 70LF-103HC 1/2 inch supply with 3/4 inch threaded connection to serve mop sink g g g P P g TITLE: chemical supply. Provide escutcheon where water pipe penetrates wall.Locate on E.Gauges shall be furnished with ranges that will locate the intended pressure at the system,and the municipal or private drainage system(s). wall directly above fixture faucet and not to interfere with operation of this faucet. Provide with an initial fill of neutralizing media and two extra bags. point of application approximately midpoint on the range scale. J. Culinary and produce sinks shall be provided with a laminated sign with letters two Miscellaneous: "P"trap with cleanout to suit. High Exhaust temp monitor and control. Turn down the Gas valve until the exhaust temp is kept below selected material(PVC or CPVC). 2.18 THERMOMETERS inches in height which states: PLUMBING The shut-off valves serving the cold water and hot water supply piping serving this A laminated sign shall be stenciled on or in the immediate area of the condensate fixture shall be provided with a lockout cover device to prevent the unauthorized neutralizing tube in letters one inch high. The sign shall state the following in A.t hrmometer shall be Trerice Company SX9 solar light powered digital IMPORTANT SPECIFICATION shutdown of services. Pad locks shall be the break away type for quick access thermometer with 7 inch adjustable angle cast aluminum case and LCD display. exact Language: This Compartment ONLY Is Designated For Produce Preparation. SHEET 3 O F 4 during an emergency. Cascading via RS232 B.Thermometers shall be furnished with the temperature range of-40°F to 300°F. K.A laminated sign shall be in the immediate area of each emergency piece of IMPORTANT C.Thermometers shall be furnished complete with all necessary sockets, wells, equipment in letters one inch high. The sign shall state the following in exact E.Mop Receptor, P-4A: Error Code Display- This condensate neutralizing tube must be inspected on a regular and frequent connectors and accessories required for installation suitable for the service in language: Fixture: Advance Tabco 9-OP-40 21 inches by 25 inches by 12 inches high basis and the neutralizing medium or agent replaced when necessary. Failure to which installed. Extension necks shall be furnished for insulated piping. IMPORTANT DATE ISSUED: 02.16.2018 16-gauge with 300 stainless steel complete with integral 2 inch stainless steel a.Fan Speed Fault do so will result in serious damage to the piping system. 2.19 NATURAL LIQUEFIED PETROLEUM GAS FLEXIBLE SUPPLY KIT Emergency equipment shall be activated weekly for a period long enough to drain body, flat strainer, stainless steel wall guard, hose with bracket and mop b.Blocked Flue Fault REVISIONS: hanger. Retail Space A.Safety system gas connector kits shall be Dormont and be furnished with a safety discharge stagnant water from within the plumbed piping system and to verify c. Ignition Failure system gas connector, snapfast quick-disconnect, coiled restraining device with operation and ensure that flushing fluid is available. NO. DESCRIPTION DATE Faucet: Speakman SEF-9000-TW-CK-RCP sink fitting with vacuum breaker, hose installation mounting hardware,full port gas ball valve and two 90°street elbows. threads, pail hook, wall brace, four arm handles,wall mounted eye wash with two d.Temp Sensor Short 2.23 DISINFECTION OF WATER SYSTEMS spray heads,stay open ball valve and thermostatic mixing valve. Provide SA-A on A.The water heater shall be a State Water Heater Model SSE-20 Statesman B.Supply kits shall be as follows: EQUIP. REVS. 1/31/18 e.Temp Sensor Wiring Fault Premium commercial electric or approved equal. Heating element shall be rated A.All water systems shall be disinfected in accordance with Local Public Health and supply pipe piping between faucet and thermostatic mixing valve. The shut-off at 3 KW, 208 volts, 3 phase, 60 cycle AC and constructed in accordance with DesignationCFH Input Model Size Plumbing Code Requirements. valves serving the cold water and hot water supply piping serving this fixture shall f. Flue Temp Fault be provided with a lockout cover device to prevent the unauthorized shutdown of ASME Code, shall bear appropriate symbol and be listed with the National Board p p GC-A 0 to 77 Dormont 1650KiT36 1/2" 2.24 TESTS AND APPROVALS services. Pad locks shall be the breakaway type for quick access during an g.Heat Exchanger Temp Fault as required. Tank shall be 20 gallon capacity with a recovery capacity of 15 emergency. gallons per hour at 80°F. Heater shall be listed with Underwriters' Laboratories GC-B 78 to318 Dormont 1675KIT36 3/4" 1.Pipe lines shall be blown or flushed clean, before piping tests are applied. All Chemical Feed: Two (2)Watts 3/4 inch LF009-QT-S backflow preventer for cold and approved by National Sanitation Foundation. All internal surfaces of the tank GC-C 319 to 378 Dormont 16100KfT36 1" plumbing work shall be tested as herein specified. No portion shall be covered, 7.Water Heater Management: the water heater control system shall incorporate shall be glass-lined with an alkaline borosilicate composition that has been concealed, used or made inaccessible to testing, inspection, repair, correction water and hot water services with additional non potable cold water Apollo onboard multi-unit sequencing logic that would allow Masterless Cascading Not 70LF-103HC 1/2 inch supply with 3/4 inch threaded connection to serve mop sink q g g g( fused-to-steel by firing at a temperature of 1600°F. Tank shall be cathodically GC-D 379 to 615 Dormont 16125KIT36 1 1/4" or replacement until tests thereof have been satisfactorily completed in the Lead/Lag)functionality &sequencing between multiple water heaters operating protected with adequate extruded magnesium rod. The entire vessel is to be presence of the Architect's Authorized Representatives. The Plumbing chemical supply. Provide escutcheon where water pipe penetrates wall. Locate on in parallel and must have the following capabilities: enclosed in a round steel enclosure with baked enamel finish. Control 2.20 GREASE INTERCEPTOR wall directly above fixture faucet and not to'interfere with operation of this faucet. P g Subcontractor must accommodate his testing operations to the progress of the compartment to be hinged and shall house 120 volt control circuit transformer, project as a whole. Correct all defects appearing under test and repeat the tests Miscellaneous:"P"trap with cleanout to suit. A.Grease traps and interceptors shall be as manufactured by Schier Products DRAWN BY: transformer fusing, magnetic contactor(s), immersion style operating until all parts of the work have withstood them successfully. RWC The shut-off valves serving the cold water and hot water supply piping serving this a.Efficiently sequence 2 up to 16 (4,000,000 Btu) heat exchangers on the thermostat(s), high limit thermostat(s), element fusing per N.E.C., and commercial Company or approved equal. fixture shall be provided with a lockout cover device to prevent the unauthorized same system to meet the load requirement. grade incolo sheathed flange mounted elements with rewired terminal leads. 2.Furnish all labor, material and services for testing, including testing plugs, 9 Y g P 1. Grease Trap(GT-A): pumps and compressors; he shall make and remove all temporary piping SCALE: 1/411 = 1 r-On shutdown of services. Pad locks shall be the break away type for quick access Temperature controls include limiting switch which will require resetting manually Schier Products Great Basin GB-1 shall be lifetime guaranteed and made in USA connections required for the tests and shall dispose of test water and all wastes during an emergency. in the event the temperature reaches 190°F. Foam insulation shall exceed latest 2.12 WATER HEATERS' b.Individual heat exchanger logic to enable accurate temperature control. requirements of ASHRAE 90.1-1999 for heat loss efficiency. Heater shall include of seamless, rotationally-molded High Dee f Polyethylene with minimum 3/8" after tests. Leave all work in good order, ready far full use. uniform wall thickness. Interceptor shall be furnished to be flush floor mounted ASME T&P relief valve and drain valve with required extensions to satisfy inlet and outlet pipe inverts and wide flange 3.Tests on all plumbing systems shall be made in accordance with the DRAWING NO.: Kitchen requirements of the Local Plumbing Code and the codes, standards, 2.13 HOT WATER CIRCULATING PUMP adapter 3/16 inches from top to accept epoxy floor installation. Interceptor shall be c. Operate one motorized valve per heat exchanger as an element of the load built in accordance to ASME Al 12.14.3(type C),with field adjustable riser system, recommended practices and manuals of the National Fire Protection A.Tankless gas fired water heater shall be as manufactured by Intellihot Green sequencing, Valves shall close with decreased load as heaters turn off, A.Pumps shall be all bronze, centrifugal type, close coupled, with side suction as built-in flow control, built in test caps and three outlet options. Interceptor flow rate Association. minimum of one (depending n Mode selection must alwayso manufactured by Bell and Gossett Company, Taco Heaters, Incorporated, Thrush Technologies, Inc. ( � g upon ) stay Pen or approved equal Pump shall be in line type with valved bypass. Motor shall be shall be 20 GPM. Interceptor grease capacity shall be 109 Ibs. Cover shall provide 4.Welders Qualifications (Natural Gas System): Qualifications of the procedure . for recirculation. water/gas tight seal and have minimum 450 Ibs load capacity. Inlet and outlet to be and of the welding operations and welders shall be as specified in American single phase,60 hertz AC. 2 inch or 3 inch plain end schedule 40. Welding Society, AWS D10.9-80, "Specification for Qualification of Welding P2m3 B.Tankless gas fired water heaters shall be Intellihot iQ250 packaged, B.Pumps shall be all bronze, centrifugal type, close coupled, with side suction as Cover shall be labeled"Grease Interceptor". Procedures and Welders for Pipe and Tubing'; ANSI B31.1 and ASME Boiler factory-fabricated and assembled, gas-fired, high efficiency condensing domestic STAMP: Code, Section 1X. sufficient diameter to provide 1/4-in.clearance around the pipe. 2.Install insulation on piping subsequent to installation of heat tracing, painting, of equipment, including work in, under or through tables, cabinets and equipment The contractor shall provide certification in writing that the operator or welder has B.Sleeves through concrete slabs, and interior concrete and masonry walls or and acceptance tests. chases,shall be valved and trapped. OF Mgss met the above prescribed standard. The owner reserves the right to radio partitions shall be steel pipe. Fire stop annular openings between sleeves and 3.Install insulation materials with smooth and even surfaces. Insulate each B.As equipment purchased may vary from that indicated on this plan, and,therefore, �' GLEN o t. Galvanized { ves nd co copper require some re-arrangements of equipment different from that indicated on the eNGIN I E R V I C ES o graphically test a minimum of 5/o of the welds at this contractors additional cost. pipes at floor slab passages and make watertight. see a pp continuous run of piping with full-length units of insulation,with single cut piece q gMARKEY m piping shall not be placed in concrete. to complete run. Do not use cut pieces or scraps abutting each other. Butt drawings, make connections to such re-arranged equipment without additional T MECHANICAL PART 3-EXECUTION No.4154 C.Install UL listed and FM approved inserts or other anchoring devices in concrete insulation joints firmly to ensure complete,tight fit over all piping surfaces. cost to Owner. Unpack, assemble and install supply trim for equipment and ., . 3 fixtures furnished by Owner. 141 Industrial Highway Slatersville, RI 02876 and masonry construction as required to support piping. Inserts shall be of the 4.Maintain the integrity of factory-applied vapor barrier jacketing on all pipe Tel 401 765-7659 Fax 401 765-2984 3 adjustable type as manufactured by Carpenter and Patterson, Grinnell,or Fee and insulation, protecting it against puncture, tears or other damage. All staples C.Provide miscellaneous equipment connections and indirect drains from service I ax /GVAI Mason. used on cold pipe insulation shall be coated with suitable sealant to maintain units and similar equipment. Unions shall be installed at kitchen/bar equipment 3.1 WORKMANSHIP vapor barrier integrity. and at other such places as may be necessary to disconnect piping so as to make A.Prior to the work of this section, this Contractor must ascertain that preceding 3.8 SYSTEM IDENTIFICATION repairs. work has been accomplished in a manner to permit compliance with the level of A.AII valves on pipes of every description shall have circular brass valve tags of at E.Fittings D.Roughing shall not be undertaken until Architect has approved equipment and feast 1-1/2 in. in diameter, attached with brass hooks to each valve stem. Stamp 1. Cover valves, fittings, piping system using one of the fixture shop drawings and kitchen/bar template is furnished b pertinent quality required by this Section. gs, and similar items ►n each g y g p g p y number of the valve and the service, such as "HW", "CW", "GAS", etc., for hot following: manufacturer so that connecting requirements may be verified and work installed ry B.The entire work provided in this specification shall be constructed and finished in water, cold water, gas, etc., respectively. The numbers of each service shall be eve respect in a workmanlike and substantial manner. It is not intended that the 2.Mitered sections of insulation equivalent in thickness and composition to that in a neat and workmanlike manner. Exact location of service connections shall be every P consecutive and shall correspond with the numbers indicated for valves and q P obtained prior to roughing. M r drawings shall show every pipe,fitting, and appliance. Furnish all parts as may be controls on the record drawings and on three printed valve lists.These printed lists installed on straight pipe runs. necessary to complete the system in accordance with the best trade practices and shall state number and locations of each valve and control and the section,fixture E.Shock absorbers shall be installed in conjunction with quick closing valves t= o ti to be the satisfaction of the Architect, Engineer and General Contractor. 3.Insulation cement equal in thickness to the adjoining insulation. Z Q cy 9 or equipment which it controls. including dishwasher and booster heater. Shut off valve shalt be installed beneath � , 4.Owens Corning PVC Fitting Covers insulated with material equal in thickness each absorber. Absorber shall be sized in accordance with Plumbing and i= i 66 o C.This Contractor shall keep other contractors fully informed as the shape,size and B.The printed valve lists shall be prepared in a form to meet the approval of the w h � position of all openings required for his apparatus and shall give full information to Architect and Engineer and one copy shall be framed under glass and mounted in and composition to adjoining insulation. Drainage Institute standard PDI-WH 2O1. {_� the General Contractor or other contractors sufficiently in advance of the work so a roved locations. F.Penetrations F.Provide 1/2 in. stop valves on all fixtures and equipment supplies. Vacuum � O that all openings may be built in advance. Furnish and install all sleeves,supports, PP breaker shall be installed in conjunction with water lines to booster, garbage (,,,) etc.,specified or required. C.All plumbing lines and equipment shall be identified by pipe markings, which shall 1. Extend piping insulation without interruption through walls, floors, and similar disposal and dishwasher and where required to prevent polluted back-siphonage. _ a be provided by this Contractor. Markers shall be applied every 20 ft. Markings piping penetrations,except where otherwise specified. D.In the case of failure on the part of this Subcontractor to give proper and timely shall indicate pipe content and direction of flow. The markers shall be as G.Where an automatic fire-extinguishing system is provided for the protection of � OV 0 information as noted above, he shall do his own cuttin and patching, or have G.Joints commercial t e cooking a ui ment i.e. f ers, griddles, ran a to s, rills, etc. L!_ Ed 9 P 9 manufactured by Seton Name Plate Corp.or equal. YP 9 equipment ( rY 9 P 9 ) M U same done by the General Contractor at this subcontractor's expense, but in any 1. Butt pipe insulation against hanger inserts. For hot pipes, it is recommended all solenoid valves shall be furnished and installed by this contractor to automatically H a) W case,without extra expense to the Owner and General Contractor. 3.9 SAFETY PRECAUTIONS joints be staggered when operating temperature is over 40OF (204C) double shutdown the fuel supply to the cooking equipment. E.This Contractor shall obtain detailed information from the manufacturer of A.Furnish, place and maintain proper guards for the prevention of accidents and any layer. Seal jacketing according to type being used. For cold piping, seal H.Refer to Kitchen Food Service Equipment plans for a complete understanding of Z a apparatus as to the proper method of installing and connecting same. He shall other necessary construction required to secure safety of life and property. self-sealing laps by firmly rubbing down surface of tape and flap. plumbing requirements & service schedules and include all such costs in bid q also obtain all information from the General Contractor and the other contractors 3.101NSERTS AND OPENINGS 2.All pipe insulation ends shall be tapered and sealed, regardless of service. amount. which may be necessary to facilitate his work and the completion of the whole 1 0 Q 3.18 WATER SERVICE J U project. A.Inserts: Install inserts or other anchoring devices in concrete and masonry H.Vertical Piping LJ.! LU C construction as required to support piping. Inserts shall be of the adjustable type 1. If g p piping A.Furnish and install a complete water service piping system to ten feet outside the Z 3.2 CORE DRILLING specified on contract drawings,all insulated, exposed verticalwithin the P P P g Y � CO � as manufactured by Carpenter and Patterson, Grinnell of Fee and Mason. building foundation including piping,building and all insulated piping exposed to the outdoors shall be additionally 9 g p'p g, fittings and supports, valves, and connection = w < A.Where a core hole or opening occur larger than 10 inches in any dimension is B.Escutcheons: All exposed pipe, uncovered, passing through walls, floors or jacketed with 0.016" thick 0.4�mm minimum aluminum. Vertical i in shall to the water main as shown on the drawings and specified herein. Q Lu P Pp g 9 1 ( ) ( ) piping O required, or where dimension between two openings in less than two times of N ceilings shall be fitted with one piece chrome plated brass escutcheons with set be protected to a height of 8-0 (2,4 m)above the floor. B.All materials and installation shall be in complete accord with the requirements of C F- O CO maximum dimension of largest opening, and condition is not shown on m Cl) M architectural or structural drawings,obtain prior written approval of the Owner. screw holding in position. Floor escutcheons to be deep enough to fit over sleeves, 1. Field Quality Assurance the local water department and NFPA Pamphlet. Pay all inspection fees. Include in _ a? fastened to pipe and extending dawn to floor. bid. O P N B.At floor slabs and walls where a core hole is to be drilled or opening is to be cut, 1. Upon completion of all insulation work covered by this specification, visually ��� -' 0 CO 3.14 PLANS AND SPECIFICATIONS C.Backfillin of trench excavation will not be permitted until after the domestic water �� J � contractor shall find and mark all reinforcing in both faces located by means of inspect the work and verify that it has been correctly installed.This may be done g P o x-ray, path-ometer, or prof-ometer. Submit sketch indicating core holes,openings, A.The drawing showing layout of the plumbing systems indicate the approximate while work is in progress, to assure compliance with requirements herein to service line has been installed, inspected, tested and accepted. With prior written MCD Q = location of rebar,piping,conduit or any other obstruction for review. location of outlets, apparatus and equipment are schematic. The final cover and protect insulation materials during installation. approval of the Architect, partial backfill may be installed, leaving joints exposed. N >_ a, C.A{I holes through concrete or masonry for the passage of plumbing piping not determination as to the routing shall be governed by structural conditions and other obstructions. J.Protection D.When a section of pipe is ready for testing, the line shall be completely filled with provided by sleeves or openings at the time of casting, shall be cut by the water,thoroughly cleaned for elimination of all air,and a leakage test made. PlumbingContractor using an approved core boring machine with diamond edge B.The right to make an reasonable change in the location of outlets, apparatus and 1. Replace damaged insulation, which cannot be satisfactorily repaired, including g PP g g g y g insulation with vapor barrier damage and moisture-saturated insulation. E.Testing shall be carried out in an approved manner and shall consist of filling the bit and vacuum sludge removal device. The size of holes shall provide for fire equipment up to the time of the roughing-in is reserved by the Architect and main with water from the municipal distribution system and maintaining a stopping around a pipe. The location of all core drilled holes shall be coordinated Engineer without involving any expense to the Owner or the General Contractor. 2.The insulation contractor shall advise the general and/or the mechanical hydrostatic test pressure of 200 per NFPA 24 Standards.All visible leaks shall be Z with the structural reinforcing and be reviewed by the Architect prior to contractor as to requirements for protection of the insulation work during the made tight in an approved manner. Any defective pipe, fitting or material shall be ' , ` commencing work. C.The specifications supplement the drawings and provide specifics pertaining to the remainder of the construction period, to avoid damage and deterioration of the W g P 9 removed and replaced at the expense of the Contractor and the test shall be methods of material to be used in the execution of the work. D.Prior to coring,the Plumbing Contractor shall submit a minimum 1/8 in.scale plan, finished insulation work. repeated until the conditions of allowable leakage are met. Thoroughly flush the dimensioning the location of proposed cored opening locations and indicating the 3.12 SANITARY WASTE,STORM WATER AND VENT SYSTEMS K.Safety Precautions service per NFPA 24 Standards. W core diameter. Prior to developing the coring plan, the Plumbing Contractor shall A.Install cast-iron soil piping according to Cast Iron Soil Pipe and Fittings Handbook F.Disinfection shall be performed in an approved manner in conforming with AWWA LIB examine the site carefully in an attempt to determine whether there are structural, (CISPI)Chapter IV,"Installation of Cast Iron Soil Pipe and Fittings." 1.Insulation contractor's employees shall be properly protected during installation "Procedure for Disinfecting Water Mains" designation C601-48 and shall be O mechanical or electrical obstacles in the proposed coring locations. Once the of all insulation. Protection shall include proper attire when handling and witnessed by the Architect or his authorized agent. Before disinfection, the line , J Lo tans are reviewed b the Architect and Owner's representative, the Plumbing B.Furnish and install piping to take wastes from all soil and waste stacks, fixtures, applying insulation materials, and shall include(but not be limited to)disposable p y p g shall be flushed with water to create as high a velocity as practicable. W � (� Contractor may proceed with caution. If an electrical conduit,for example,was hit drains and equipment as indicated and/or described in these plans and dust respirators,gloves, hard hats,and eye protection. f duringLO coring operations, and it was determined that the Plumbing Contractor was specifications. G.Following chlorination and after the entire length of the line is ready for operation, > U) U) g p 9 2.The insulation contractor shall conduct all job site operations in compliance with �/J negligent by not noting a conduit turning into the slab below, he would be C.Unless specifically noted otherwise on the plans, all horizontal piping 4 in. and applicable provisions of the Occupational Safety and Health Act, as well as with all treated water shall be flushed thoroughly from the newly laid pipe line, at its LLJ� 1 N responsible for the repair cost. If the Contractor were not found to be negligent, larger shall be pitched at the rate of 1/8 in. per foot in the direction of the flow. all state and/or local safety and health codes and regulations that may apply to extremities, until the replacement water throughout its length will upon test, both o then the Owner would assume the cost of the repair. Horizontal piping 3 in. and smaller shall be pitched at the rate of 1/4 in. per foot in the work. chemical and bacteriological, be provided equal to the quality introduced at the the direction of the flow. permanent source of supply. Where bends turn down and the resulting thrust will 3.3 TESTING PIPING SYSTEMS 3.16 CHLORINATION be upward, provision to restrain the thrust shall be made with joint harnesses or Q A.Test all work in the presence of the Architect/Engineer and/or Owner, Owner's D.Vent System: Furnish and install piping to vent all stacks, fixtures, traps and A.Each water piping system(cold water, hot water, hot water circulation, non potable thrust blocks.Submit proposed methods to Architect for approval. LLI representative and Plumbing Q , , t re appliances indicated on the drawings and/or required to meet the Plumbing G p g Ins pector as called for in local codes. appances as cold water, non potable hot water, non potable hot water circulation and tepid END OF SECTION � ■, Code. All vent piping shall be concealed where possible with the horizontal pipe water) shall be cleaned and disinfected by this Contractor. Cleaning and W CO B.After soil, waste and vent piping is in place and before being furred in, plug lower pitching back toward fixtures to allow connection to drain. Whether indicated on W ends and fill. The system shall be left tight under these conditions and water level plan, riser diagram or not, offset vents below the roof to avoid air intakes, disinfection shall y performed after all pipes, valves, fixtures and other Z �. shall be maintained intact for a period of at least four hours. equipment, penthouse mansard etc., bring vents through the roof a minimum of 25 components of the systems are installed,tested and ready for operation. W "� N C.Test domestic water piping and service by applying a hydrostatic pressure of 125 feet away from air intakes,windows,and operable sash and 10 ft.away from other B.All water piping systems shall be thoroughly flushed with clean potable water prior 2 J obstructions. to disinfection to remove dirt and other contaminants. \ psi using a pump for this purpose. Make sure that all lines are properly plugged or O / capped,and that air has been vented before applying pressure,which shall remain 3.13 HOT AND COLD WATER SYSTEMS C.Disinfection shall be done using sodium hypochlorite in the following manner: 5 Z 06 constant without pumping for one hour at least. W A.Furnish and install complete cold, hot and hot water return systems to service all 1. A service cock shall be provided and located at the water service entrance.The. D.Gas system piping shall be tested at a pressure of 50 psig and pressure shall be fixtures and equipment indicated on the drawings or specified as requiring cold or disinfecting agent shall be injected into and through the system from this cock U W (Q held for two hours minimum. Ihot water. Cold water piping shall start at the connection to the water main only. N �/� E.This Contractor shall furnish all equipment, labor and materials, required for these indicated on plan and extend to all fixtures and equipment, including piping,fittings 2. C) ♦♦V V) and valves requiring connections. Hot water piping shall extend from the hot water The disinfecting agent shall be injected by a proportioning pump or device J � tests. through the service cock slowly and continuously at an even rate. During W heater to all fixtures and equipment, including piping, fittings and valves. In F.Any leaks in joints or evidence of defective pipe or fittings disclosed by tests shall general, piping shall pitch upward in the direction of flow with each branch and disinfection,flow of disinfecting agent into main water supply is not permitted. � ) be immediately corrected by replacing defective parts with new joints or corrected riser separately valved and with 1/2 in. hose end drains on the outlet side of the 3.All sectional valves shall be opened during disinfection.All outlets shall be fully 0 LO materials. No makeshift repairs effected by caulking threaded pipe with lead wool, valve and at all low points in the systems. Install valves for each battery of fixtures opened during injection and the residual checked with orthotolidin solution. N application of wicking or patented compounds being permitted. Perform smoke and other valves as necessary to isolate all parts of these systems.All valves shall tests as required by local code or by the Architect/Engineer. be accessible. 4.When the chlorine residual concentration,calculated on the volume of water the r piping will contain indicated not less than 50 ppm (parts per million) at all O 3.4 PROTECTION AND CLEANING B.Hot water piping shall be circulated as shown on plans to ensure uniform outlets,then all valves shall be closed and secured. A.Each subcontractor shall be responsible for his work and equipment until finally temperatures throughout the system. All branches larger than 50 ft. shall beprovided with hot water return lines. 5.The residua{ chlorine shall be retained in the piping systems for a period of not inspected, tested and accepted. Carefully store materials and equipment, which less than 24 hours. CL are not immediately installed after delivery on site. Close open ends or work with 3.14 NATURAL GAS SYSTEM temporary covers or plug during construction to prevent entry of obstructing 6.After the retention, the residual shall be not less than five parts per million. If materials. A.Furnish and install pipe,fittings, valves and connections to all gas-fired equipment less,then the process shall be repeated as described above. and all accessories and incidentals as indicated or specified to maintain a TITLE: B.Each subcontractor shall protect work and materials of other trades from damage complete gas system. Install solenoid valves supplied by others as required. 7.If satisfactory, then all fixtures shall be flushed with clean potable water until that might be caused by his work or workman and make good damage thus Installations shall be made in accordance with the State Gas Code requirements. residual chlorine by orthotolidin tests shall be not greater than the incoming caused. All horizontal gas piping shall be pitched not less than 1/4 in. in 15 ft. to prevent water supply. PLUMBING C.The premises shall be kept reasonably clean at all times, and rubbish shall be traps. Pitch piping to risers. Install an 8 in. long sediment leg at the base of all D.All work and risers. certification of performance shall be performed by approved removed as directed by the General Contractor. applicators or qualified personnel with chemical and laboratory experience. SPECIFICATION B.All changes in direction shall be made with plugged tees for cleaning out piping. Certification of performance shall indicate: SHEET 4 O F 4 D.Upon completion of this work,the Contractor shall clean all fixtures and equipment All horizontal branch outlet pipes shall be taken from the top or side of horizontal and replace damaged parts. Upon failure of this Contractor to fulfill his obligation, mains and not from the bottom. Coordinate the installation of the gas system with 1. Name and location of the job and date when disinfection was performed. this work will be taken care of at his expense. the utility company and General Contractor. 2.Material used for disinfection. 3.5 WORK COORDINATION AND JOB COORDINATION C.Provide as train vents to the atmosphere for all as-fired equipment as re required 3.Retention period of disinfectant in piping system. DATE ISSUED: 02.16.2018 g P 9q P PP 9 Y A.Ptumbing equipment shall not be installed in congested and possible problem by Code. areas without first coordinating the installation of same with the other trades and 4.ppm chlorine during retention. REVISIONS: D.Welders Qualifications ppm m chlorine after flushing.the General Contractor. 9. NO. DESCRIPTION DATE 1.Qualifications of the procedure and of the welding operations and welders shall B.Particular attention shall be directed to the coordination of system with all 6.Statement that disinfection was performed as specified. equipment of other trades installed in and above the ceiling areas. Conflicts in be as specified in American Welding Society,AWS D10.9-80, "Specification for Qualification of WeldingProcedures and Welders for Pipe and Tubing"; ANSI EQUIP. REVS. 1/31118 heights and clearance above hung ceilings shall be brought to the attention of the P 9 7.Signature and address of company or person performing disinfection. General Contractor for a decision before equipment is installed. B31.1 and ASME Boiler Code,Section 1X. E.Upon completion of final flushing (after retention period) the plumbing 2.The contractor shall provide certification in writing that the operator or welder subcontractor shall obtain a minimum of one water sample from each water piping C.Furnish to the General Contractor and other trades all information relative to the has met the above prescribed standard. The owner reserves the right to radio system and submit samples to a State approved laboratory. Samples shall be position of the plumbing installation that will affect them so that they may plan their graphically test a minimum of 5%of the welds. taken from faucets located at highest floor and furthest from meter or main water work and installation accordingly. E.Where an automatic fire-extinguishing system is provided for the protection of supply.The laboratory report shall show the following: 3.6 SUPPLEMENTARY STEEL, CHANNEL AND SUPPORTS commercial type cooking equipment (Le fryers, griddles, range tops, grills, etc.) 1. Name and address of approved laboratory testing the samples.x A.Furnish and install all supplementary steel, channels and supports required for the solenoid valves shall be furnished and installed by this contractor to automatically proper installation,mounting and support of all equipment. shutdown the fuel supply to the cooking equipment. 2.Name and location of job and date the samples were obtained. B.Supplementary steel and channels shall be firmly connected to building 3.15INSULATION 3.The coliform organism count. (An acceptable test shall show the absence of DRAWN BY: construction in a manner approved by the Architect/Engineer. coliform organisms.) RWC A.Ensure that all pipe and fitting surfaces over which insulation is to be installed are C.The type and size of the supporting channels and supplementary steel shall be clean and dry. F.If analysis does not satisfy the above minimum requirements, the disinfection determined by the Plumbing Subcontractor and shall be sufficient strength and procedure shall be repeated. SCALE: 1/4rr = 1 r-011 B.Ensure that insulation is clean, dry, and in good mechanical condition with all size to allow only a minimum deflection in conformance with the manufacturer's factory-applied vapor or weather barriers intact and undamaged. Wet, dirty, or G.Before acceptance of the systems, this Contractor shall submit to the Project requirements for loading. damaged insulation shall not be acceptable for installation. Manager and Clerk of Works for his review, three (3) copies of Certification of D.All supplementary steel and channels shall be installed in a neat and workmanlike Performance as specified above. DRAWING NO.: C.Ensure that pressure testing of piping and fittings has been completed prior to manner parallel to the walls, floor and ceiling construction. all turns to be made installing insulation. H.Under no circumstances shall this contractor permit the use of any portion of with 90 degree fittings, as required to suit the construction and installation domestic water systems until properly disinfected,flushed and certified. conditions. D.General 3.17 KITCHEN EQUIPMENT 3.7 SLEEVES AND INSERTS 1. Install all insulation materials and accessories in accordance with manufacturer's published instructions and recognized industry practices to A.Provide roughing and final connections for water, waste, vent and gas systems; P2m4 A.Sleeves shall be furnished, set and properly secured in place and at all points ensure that it will serve its intended purpose. including traps, tailpiece and strainers, wheel handle stops, valves, cocks and where piping passes through masonry or concrete. All sleeves shall be of appurtenances to fixtures and equipment requiring same. Each fixture and piece STAMP: ������OF Mgssq� eNGIN ST E R V I C ES DRAYMON USSEAULTI I ELECTRICAL SYMBOL LEGENDELECTRICAL 8 N . 9 Cn 141 Industrial Highway Slatersviile, RI 02876 ST SYMBOL DESCRIPTION MOUNTING SYMBOL DESCRIPTION MOUNTING TYPICAL ELECTRICAL NOTES Tel (401) 765-7659 Fax (401) 765-2984 �L 1. FURNISH LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY FOR THE PROPER AND COMPLETE INSTALLATION OF ALL LED, INCANDESCENT, COMPACT FLUORESCENT OR H.I.D. LIGHTING FIXTURE; REFER TO ELECTRIC WORK SHOWN ON THE DRAWINGS AND HEREIN SPECIFIED. AO (SUBSCRIPTS: "LT-#" INDICATES FIXTURE TYPE, NUMBER"3"INDICATES CIRCUIT LIGHTING FIXTURE PANELBOARD SURFACE MOUNTED;208Y/120V,3-PHASE,4-WIRE. REFER TO MOUNT 6'-6"AFF 2•ALL ITEMS NOT SHOWN ON THE DRAWINGS OR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH ARE NECESSARY TO MAKE A NUMBER,AND LOWER CASE LETTER"c" INDICATES SWITCH/CONTACTOR SCHEDULE. "BRANCH CIRCUIT PANELBOARD SCHEDULES"ON PLANS. TO TOP BREAKER. COMPLETE ELECTRICAL INSTALLATION,SHALL BE FURNISHED AND INSTALLED AS PART OF THIS PROJECT. Of CONTROLLED BY). 3.ALL ELECTRICAL INSTALLATIONS AND GROUNDING SHALL BE IN STRICT ACCORDANCE WITH THE LATEST REQUIREMENTS OF THE Lij A REFER TO LOCAL,STATE AND NATIONAL CODES. m N o � LIGHTING FIXTURE FUSED DISCONNECT SWITCH.60AF/50AT INDICATES FRAME SIZE/FUSE SIZE IN � N Q LINEAR LED LIGHTING FIXTURE; (SUBSCRIPTS INDICATE THE SAME AS ABOVE). 4. OBTAIN AND PAY FOR ALL REQUIRED PERMITS ANDINSPECTIONS. H o SCHEDULE. THAT ORDER, 3P INDICATES NUMBER OF POLES&3R INDICATES NEMA RATING. z Q N STARTERS OR HVAC EQUIPMENT BY MECHANICAL CONTRACTOR. 5. MATERIALS AND WORKMANSHIP SHALL BE THE BEST OF THEIR RESPECTIVE KIND AND IN FULL ACCORDANCE WITH THE MOST MODERN 66 D m T A REFER TO ELECTRICAL CONSTRUCTION STANDARDS.ALL MATERIAL SHALL BE NEW, UNLESS OTHERWISE NOTED AND FREE OF ANY DEFECTS. H = c ® 2'x2'LED LIGHTING FIXTURE; (SUBSCRIPTS INDICATE THE SAME AS ABOVE). LIGHTING FIXTURE w SCHEDULE. 6.THE ELECTRICAL CONTRACTOR SHALL CLEAN AT THE END OF EACH DAY ALL AREAS WORKED IN. EMPTY BOXES RUBBISH,AND OTHER O _ ET(�--�J UN-FUSED DISCONNECT SWITCH.60AF INDICATES FRAME SIZE,3P INDICATES CONSTRUCTION MATERIALS OF NO USE SHALL BE REMOVED FROM THE BUILDING. { ~ O a NUMBER OF POLES&3R INDICATES NEMA RATING.STARTERS FOR HVAC c B REFER TO 1 OF" EQUIPMENT BY MECHANICAL CONTRACTOR. 7.ALL WORK SEQUENCES SHALL BE COORDINATED WITH THE G.C.AND SHALL BE COORDINATION WITH OTHER BUILDING TRADES AND a 1 LED WALL MOUNTED LIGHTING FIXTURE. (SUBSCRIPTS INDICATE SAME AS ABOVE). LIGHTING FIXTURE G.C. BUILDING SCHEDULES. =O L1J SCHEDULE. 8.ALL BRANCH CIRCUITS RATED AT 120 VOLTS,20 AMPERES EXCEEDING 75 FEET SHALL BE MINIMUM#10 AWG. 1LU U ° poiq O ENCLOSED CIRCUIT BREAKER. in (69.THE ELECTRICAL CONTRACTOR(E.C.)SHALL COORDINATE WITH THE LOCAL UTILITY POWER COMPANY AND PROVIDE ALL MATERIAL& rn Uj B LABOR REQUIRED TO COMPLY WITH THE UTILITY POWER COMPANY'S REQUIREMENTS AND STANDARDS, PRIOR TO ORDERING ANY CHANDELIER LIGHTING FIXTURE.(SUBSCRIPTS INDICATE SAME AS ABOVE). ELECTRICAL EQUIPMENT,SUCH AS, SWITCHGEAR, PANELS,TRANSFORMERS, DISCONNECT SWITCHES, ETC... E.C. SHALL CONFIRM = 1 GROUND, PER NEC. METERING SEQUENCE(HOT OR COLD)AND MAKE THE APPROPRIATE PROVISIONS FOR THE APPROVED METERING SEQUENCE z �' a ARRANGEMENT.A.I.C. RATINGS,GROUNDING, BONDING, RACEWAYS, ETC...SHALL BE IN ACCORDANCE WITH THE UTILITY COMPANY'S ® 4 U STANDARDS. B PADDLE CEILING FAN. (SUBSCRIPTS INDICATE SAME AS ABOVE). �,3 HOMERUN TO PANELBOARD;"P" INDICATES PANEL,"1,3"INDICATES CIRCUIT _j 0 w u- P NUMBERS. REFER TO"TYPICAL CIRCUITING DETAIL"ON PLANS. 10.THE ELECTRICAL CONTRACTOR(E.C.)SHALL COORDINATE WITH THE LOCAL TELEPHONE COMPANY AND PROVIDE ALL MATERIAL& LLl j N LABOR REQUIRED TO COMPLY WITH THE TELEPHONE COMPANY'S REQUIREMENTS AND STANDARDS, PRIOR TO ODERING ANY ELECTRICAL Z H D o 7 EQUIPMENT,SUCH AS,TERMINAL BOARDS,GROUNDING, RACEWAYS, ETC... � F- Q � . P HOMERUN TO PANELBOARD&CONTROLLED BY SENSORS AND CONTACTOR;"P" 0 G w 2 SINGLE CONVENIENCE OUTLET; 125 VOLT,20 AMPERE, U-SLOT GROUNDING TYPE. INDICATES PANEL, "5"INDICATES CIRCUIT NUMBER. 11.ALL RECEPTACLE WITH"WP"DESIGNATION SHALL BE PROVIDED WITH A WEATHER-PROOF WHILE IN-USE ENCLOSURE.(TYPICAL) Cr W F= C (SUBSCRIPT AS FOLLOWS: "2" INDICATES CIRCUIT NUMBER,"C" INDICATES CEILING 18"A.F.F., UON 12. ELECTRICAL CONTRACTOR TO ALLOW TIME FOR DIRECTIONAL ADJUSTMENT OF ALL LIGHT FIXTURES AS DIRECTED BY OWNER. I5 Q W a M MOUNTED) SM MANUAL MOTOR RATED TOGGLE SWITCH/STARTER WITH THERMAL OVERLOADS. 48"AFF = N 13.ALL RECEPTACLES SHALL BE LABELED INDICATING THEIR RESPECTIVE PANEL&CIRCUIT NUMBER. '0 0 F M DUPLEX CONVENIENCE OUTLET; 125 VOLT,20 AMPERE, U-SLOT GROUNDING TYPE. _ 2 18 A.F.F. 14.AT EXISTING FLOOR SLABS AND WALLS TO BE CORE-DRILLED OR CUT,THE CONTRACTOR SHALL FIND AND MARK ALL EXISTING 0 00 (SUBSCRIPT AS FOLLOWS: "2" INDICATES CIRCUIT NUMBER,"C" INDICATES CEILING Sp SINGLE POLE SWITCH; "a"INDICATES LIGHTING FIXTURES CONTROLLED. 48"AFF � � � ,� C REINFORCING, PIPING,CONDUIT&FEEDERS, ETC IN BOTH FACES LOCATED BY MEANS OF X-RAY, PACH-OMETER,OR PROFOMETER. �' MOUNTED) SUBMIT DRAWING SHOWING LOCATIONS OF EXISTING REBAR, PIPING AND/OR CONDUIT AND PROPOSED CORES AND/OR CUTS FOR cov a DUPLEX CONVENIENCE OUTLET; 125 VOLT,20 AMPERE, U-SLOT GROUNDING TYPE. S30 THREE-WAY SWITCH;"a"INDICATES LIGHTING FIXTURES CONTROLLED. 48"AFF REVIEW. „ N C (SUBSCRIPT AS FOLLOWS: "2"INDICATES CIRCUIT NUMBER,"C" INDICATES CEILING 46 AFF 15.ALL PENETRATIONS FOR POWER RECEPTACLES,JUNCTION BOXES,TELEPHONE/DATA OUTLETS,SWITCHES, BACKBOXES, ETC.. MOUNTED, "TV" INDICATES TELEVISION POWER RECEPTACLE MOUNTED AT HEIGHT WALL SWITCH VACANCY SENSOR(MANUAL"ON"AND AUTOMATIC"OFF")COOPER LOCATED IN EXTERIOR WALLS SHALL BE PROVIDED WITH APPROPRIATE CAULKING AND GASKETS TO SEAL OFF AND PREVENT AIR TO BE COORDINATED WITH THE ARCHITECT AND/OR OWNER)) WS GREENGATE#ONW-D-1001-MV-N. INSTALL PER MANUFACTURERS INSTRUCTIONS. 48"AFF LEAKAGE. FOLLOW CAULKING AND GASKET MANUFACTURERS INSTALLATION GUIDELINES TO ENSURE CORRECT AND EFFECTIVE �--- DUPLEX CONVENIENCE OUTLET; 125 VOLT,20 AMPERE, U-SLOT GROUNDING TYPE SEE DIAGRAMS ON DRAWING E308. INSTALLATION. EK WITH GROUND FAULT PROTECTION. (SUBSCRIPT AS FOLLOWS: "2"INDICATES ((H CIRCUIT NUMBER, "C"INDICATES CEILING MOUNTED, "EWC"INDICATE ELECTRIC 18"A.F.F. ( PHOTOCELL. W WC`FF C WATER COOLER; "WP"INDICATES PROVIDE WP WHILE-IN-USE ENCLOSURE;"WC" v 2 INDICATES PROVIDE WP FLIP-LID COVER) PROGRAMMABLE TIME SWITCH. PROGRAM ON/OFF TIMES PER THE OWNER'S a- W DIRECTION AND ADJUST ALL SET-POINTS(LATITUDE,TIME OF DAY, DATE, ETC..) DUPLEX CONVENIENCE OUTLET; 125 VOLT,20 AMPERE, U-SLOT GROUNDING TYPE TS TO CORRECT SETTINGS. PROVIDE PASS&SEYMOUR#RT24(COLOR BY 48"AFF O W WP 2 WITH GROUND FAULT PROTECTION. (SUBSCRIPT AS FOLLOWS:"2"INDICATES 46"A.F.F. ARCHITECT)OR EQUAL. SEE DIAGRAMS ON DRAWING E308. Lo WC C CIRCUIT NUMBER,"C" INDICATES CEILING MOUNTED; "WP" INDICATES PROVIDE WP TELEPHONE & DATA RACEWAY NOTES w LO WHILE-IN-USE ENCLOSURE; "WC"INDICATES PROVIDE WP FLIP-LID COVER) DUAL TECHNOLOGY VACANCY SENSOR EQUAL TO COOPER GREENGATE ♦^ QUADRUPLEX CONVENIENCE OUTLET; 125 VOLT,20 AMPERE, U-SLOT GROUNDING #OAWC-DT-120W-R. PROVIDE INPUT/OUTPUT DEVICE;COOPER GREENGATE v! U) CD CD 2 #OCC-RJ45 &WIRE TO CONTROLLER PER MANUFACTURERS INSTRUCTIONS FOR C TYPE. (SUBSCRIPT AS FOLLOWS:"Z" INDICATES CIRCUIT NUMBER, "C"' INDICATES 18"A.F.F. �T$ MANUAL"ON"WITH WALL LOW VOLTAGE SWITCH AND AUTOMATIC"OFF"WITH CEILING 1. NO SECTION OF CONDUIT SHALL BE LONGER THAN 100-FEET BETWEEN PULL POINTS. Q C) MOUNTED CEILING ) SENSOR.SET DELAY TIMES FOR 15 MINUTES. SET SENSOR SO THAT ONLY ONE �. SPECIAL NEMA CONFIGUATION OUTLET;VERIFY NEMA TYPE WITH EQUIPMENT TO TECHNOLOGY IS NEEDED TO KEEP LIGHTS ON.SEE DIAGRAMS ON DRAWING E308. ADDITIONAL SCOPE OF WORK 2. NO SECTION OF CONDUIT SHALL CONTAIN MORE THAN TWO 90-DEGREE BENDS,OR EQUIVALENT, J �••� Q Q BETWEEN PULL POINTS(e.g., OUTLET BOXES,TELECOMMUNICATIONS CLOSETS, OR PULL BOXES). IF 'C BE SERVED. DUAL TECHNOLOGY VACANCY SENSOR EQUAL TO COOPER GREENGATE THERE IS A REVERSE (U-SHAPED)BEND IN THE SECTION,A PULL BOX SHALL BE INSTALLED. < W G #OAC-DT-1000-R WITH 360-DEGREES CAPABILITY. PROVIDE INPUT/OUTPUT ' ` 1 W 2 FB FLUSH FLOOR-BOX WITH OUTLETS; 125 VOLT,20 AMPERE, U-SLOT GROUNDING DEVICE; COOPER GREENGATE#OCC-RJ45&WIRE TO CONTROLLER PER 3.THE INSIDE RADIUS OF A BEND IN CONDUIT SHALL BE AT LEAST 6 TIMES THE INTERNAL DIAMETER. v TYPE AND TELEPHONE/DATA OUTLET. (SUBSCRIPT AS FOLLOWS:"2"INDICATES FLOOR DTS MANUFACTURERS INSTRUCTIONS FOR MANUAL"ON"WITH WALL LOW VOLTAGE CEILING REFERO INFORMATION TECHNOLOGY(IT)AND SECURITY BENDS IN THE CONDUIT SHALL NOT CONTAIN ANY KINKS OR OTHER DISCONTINUITIES THAT MAY HAVE A �/ z W ® DRAWINGS AND/OR COORDINATE WITH OWNER'S VENDOR FOR DETRIMENTAL EFFECT ON THE CABLE SHEATH DURING CABLE PULLING OPERATIONS. CIRCUIT NUMBER). REFER TO DETAIL ON DRAWING E307. w0 SWITCH AND AUTOMATIC OFF WITH SENSOR.SET DELAY TIMES FOR 15 ADDITIONAL SCOPE OF WORK INCLUDING CONDUITS AND j MINUTES.SET SENSOR SO THAT ONLY ONE TECHNOLOGY IS NEEDED TO KEEP W N PATHWAYS, CABLE-TRAY, BACK-BOXES, CABLING AND 4.ANY SINGLE CONDUIT RUN EXTENDING FROM A TELECOMMUNICATIONS CLOSET SHALL NOT SERVE(UON) WALL OR COLUMN RECESSED JUNCTION BOX WITH POWER FURNITURE FEED 18"A.F.F. � �. LIGHTS ON. SEE DIAGRAMS ON DRAWING E308. GROUNDING REQUIREMENTS TO BE PROVIDED BY THIS MORE THAN THREE OUTLET BOXES. O . J W (MINIMUM 1"CONDUIT). REFER TO DETAIL ON DRAWING E307. ® DIMMING PHOTOCELL WITH ADJUSTABLE DAY-LIGHT SENSOR DOME; (COOPER CEILING CONTRACTOR AS PART OF THE ELECTRICAL SCOPE OF WORK. 5. CONDUITS PROTRUDING/PENETRATING THROUGH THE FLOOR IN THE TELECOMMUNICATIONS QO > CLOSETS SHALL BE TERMINATED 3-INCHES ABOVE THE FLOOR ADJACENT WALLS. PROTRUSIONS/ O co W GREENGATE#DSRC-FMOIR. SEE DIAGRAMS ON DRAWING E308. PENETRATIONS SHALL BE LOCATED TO AVOID CREATING A TRIPPING HAZARD WITHIN THE CLOSETS. WALL OR COLUMN RECESSED JUNCTION BOX WITH COMMUNICATIONS FURNITURE 18"A.F.F. (UON) <1•�J FEED(MINIMUM 2"CONDUIT). REFER TO DETAIL ON DRAWING E307. O DIMMING ROOM CONTROLLER EQUAL TO COOPER GREENGATE#RC31D-PL.WIRE FIRESTOP ALL PROTRUSIONS/PENETRATIONS. U M PER MANUFACTURE'S INSTRUCTIONS.SEE DIAGRAMS ON DRAWING E308. 6.A MINIMUM 3/4-INCH CONDUIT SHALL BE PROVIDED FROM THE TELECOMMUNICATIONS CLOSET TO N ♦�//��" r/ COMBINATION TELEPHONE/DATA OUTLET; PROVIDE 3/4"C. (EMT)WITH PULL STRING SERVE EACH WALL-MOUNTED PUBLIC TELEPHONE. IN DISCUSSION WITH THE TELEPHONE PROVIDER,AND v J - V) C FROM OUTLET TO ABOVE DROP CEILING."C"INDICATES TO LOCATION ABOVE PLUG LOAD ROOM CONTROLLER EQUAL TO COOPER GREENGATE WHERE IT IS DESIRABLE TO CONCEAL THE OUTLET BOX DIRECTLY BEHIND THE TELEPHONE,THE CENTER W O WT COUNTER BACKSPLASH,"W"INDICATES WALL MOUNTED TELEPHONE MOUNTED PER 18"A.F.F., UON RC #SPRC-R-20-120.WIRE PER MANUFACTURE'S INSTRUCTIONS. SEE DIAGRAMS ON RECEPTACLE BRANCH CIRC OF THE OUTLET BOX SHALL BE LOCATED 48-INCHES ABOVE THE FINISHED FLOOR. FOR RECESSED U) �' ARCHITECT'S DIRECTION. EACH OUTLET SHALL BE PROVIDED WITH(3)CATEGORY 6 DRAWING E308. UIT APPLICATIONS,THE CONDUIT AND BOX SHALL BE INSTALLED TO SUIT THE SPECIFIC TYPE OF MOUNTING. CABLES PER THE OWNER'S SPECIFICATIONS. REFER LOW VOLTAGE SWITCH/CONTROLLER(ZONE 1)EQUAL TO COOPER GREENGATE WIRING SCHEDULE MANUFACTURES URES SPECIFICATIONS AND ANSI APPLICABLE CODES,ADA ISTANDARDS OR ADDITIONAL REQUIREMENTS.NES, UNIFORM FEDERAL ACCESSIBILITY ARDS, N Lva #RC-3TLB-Z1D;"a"INDICATES LIGHTING FIXTURES CONTROLLED,WIRE PER 48"AFF O TELEVISION OUTLET.E.C.SHALL PROVIDE RECESSED BACKBOX WITH 3/4"CONDUIT MANUFACTURE'S INSTRUCTIONS. SEE DIAGRAMS ON DRAWING E308. GROUND 7.WHERE A TELECOMMUNICATIONS CONDUIT IS TO BE INSTALLED TO A DEVICE EXPOSED TO THE a WITH PULL STRING BOX TO ABOVE DROP CEILING WITHIN THE BUILDING.PROVIDE CONDUCTOR MAXIMUM CONDUCTOR WEATHER,CARE SHALL BE TAKEN TO PREVENT THE INGRESS OF MOISTURE. CARE SHALL ALSO BE TAKEN n/ BUSHED END CAPS TO ALL CONDUITS. CONDUCTOR LL LOW VOLTAGE SWITCH/CONTROLLER(ZONE 2)EQUAL TO COOPER GREENGATE AWG. LENGTH AT 120V AWG. TO ENSURE THAT MOISTURE WILL NOT COLLECT IN LOW POINTS, FREEZE AND DAMAGE THE CABLE. LVb #RC-3TLB-Z2D;"b"INDICATES LIGHTING FIXTURES CONTROLLED.WIRE PER 48"AFF #12 100'-0" #12 NONMETALLIC CONDUIT SHALL BE UV RESISTANT AND MARKED ACCORDINGLY. SECURITY SYSTEM CARD ACCESS READER(BY OTHERS). E.C.SHALL PROVIDE MANUFACTURE'S INSTRUCTIONS.SEE DIAGRAMS ON DRAWING E308. RECESSED BACKBOX(HIRSCH MB3)PER SECURITY SYSTEM MANUFACTURER'S #10 165'-0" #10 8. CONDUITS SHALL BE REAMED TO ELIMINATE SHARP EDGES. METALLIC CONDUIT SHALL BE TERMINATED CR DIRECTION WITH 3/4"CONDUIT WITH PULL STRING FROM CARD ACCESS READER TO 48"AFF OR AFG LOW VOLTAGE SWITCH/CONTROLLER(ZONE 3)EQUAL TO COOPER GREENGATE #8 255'-0" #10 WITH AN INSULATED BUSHING. ABOVE DROP CEILING WITHIN THE BUILDING. LABEL CONDUIT ABOVE DROP CEILING #RC-3TLB-Z3D;"c" INDICATES LIGHTING FIXTURES CONTROLLED.WIRE PER „ 9. REFER TO ANSI/TIA/EIA-606 FOR ADMINISTRATION OF THE CONDUIT SYSTEM IDENTIFICATION. TITLE: WITH LOCATION OF CARD ACCESS READER. PROVIDE BUSHED END CAPS TO ALL LVC MANUFACTURE'S INSTRUCTIONS. SEE DIAGRAMS ON DRAWING E308. 48 AFF #6 405-0 #10 10.ALL CONDUITS SHALL BE PROVIDED WITH PULL STRINGS.CONDUITS. RECEPTACLE BRANCH CIRCUIT WIRING SCHEDULE NOTES: 11.OUTLET BOXES SHALL BE NO SMALLER THAN 2-INCHES WIDE, 3-INCHES HIGH AND 2.5-INCHES DEEP. ELECTRICAL: SURGE PROTECTION DEVICE. PROVIDE FOR EACH NEW PANELBOARD AS DIMMER SWITCH WITH PRE-SET EQUAL TO LUTRON NOVA-T SERIES SUITABLE 1. BASED ON 20A CIRCUIT LOADED TO 9A USING SINGLE PHASE, 2 WIRE THIS WILL ACCOMODATE ONE OR TWO 3/4-INCH CONDUITS.WHERE A LARGER CONDUIT IS REQUIRED,THE SPD REQUIRED. CONNECTIONS SHALL BE PROVIDED PER THE MANUFACTURER'S D FOR LED DRIVER BEING CONTROLLED. COORDINATE WITH MANUFACTURER FOR 48"AFF CIRCUITS. BOX SLL BE LEGENDS & INSTRUCTIONS&RECOMMENDATIONS. SEE DRAWING E105 FOR ADDITIONAL COMPATIBILITY WITH LIGHTING FIXTURES. 2.THE ABOVE SCHEDULE REPRESENTS MINIMUM CONDUCTOR SIZE BASED xx 4 11/16-NCH x 2-1/2-INCH BOX SED ACCORDINGLY.A MAXIMUM 1-1/4-INCH CONDUIT WILL REQUIRE A 4-11/16-INCH INFORMATION. FROM PANEL TO CENTER OF LEAD TO OVERCOME VOLTAGE DROP. NOTES DIMMER 3-WAYSWITCH WITH PRE-SET EQUAL TO LUTRON NOVA-T SERIES(TO BE 12. CONDUIT TYPES SHALL BE ELECTRICAL METALLIC TUBING (EMT)OR RIGID METAL CONDUIT, WP JUNCTION BOX; SIZE AS REQUIRED PER CODE."WP" INDICATES LISTED AS D3 USED IN CONJUNCTION WITH 3-WAY TOGGLE SWITCH)SUITABLE FOR LED DRIVER 48"AFF 3. MAKE PROVISIONS FOR JUNCTION BOX ADJACENT TO OUTLET TO LOCATIONS SUBJECT TO MOISTURE SHALL BE RIGID PVC. FLEXIBLE CONDUIT SHALL NOT BE USED FOR O WEATHER-PROOF, GASKETED JUNCTION BOX. BEING CONTROLLED. COORDINATE WITH MANUFACTURER FOR COMPATIBILITY TRANSITION TO#12 WIRE FOR FINAL TERMINATIONS TO DEVICE AS TELE/DATA RACEWAYS. WITH LIGHTING FIXTURES. REQUIRED. 13. CONDUIT REQUIREMENTS FOR SUPPORT, END PROTECTION AND CONTINUITY SHALL COMPLY WITH DATE ISSUED: 02.16.2018 ® RELAY; REFER TO PLANS FOR RATINGS. APPROPRIATE ELECTRICAL CODES. DS COMBINATION WALL DIMMER&VACANCY SENSOR EQUAL TO LUTRON MAESTRO 48"AFF 14. CONDUIT AND BOXES FOR TELE/DATA WIRING SHALL BE DEDICATED TO THOSE SYSTEMS. POWER REVISIONS: © © CONTACTOR; REFER TO PLANS FOR RATINGS #MS-Z101-V.WIRE PER MANUFACTURER'S INSTRUCTIONS. WIRING SHALL BE KEPT OUT OF CONDUIT AND BOXES DEDICATED TO TELE/DATA WIRING. NO. DESCRIPTION DATE 15. CONDUIT SIZE FOR MAXIMUM NUMBER OF CABLES(SEE TABLE BELOW): EQUIP. REVS. 1/31/18 LUIv11NAIRE BRANCH CIRCUIT WIRING SCHEDULE Conduit Maximum number of cables based upon allowable fill ABBREVIATIONS MAXIMUM GROUND Trade Cable Outside Diameter in Inches CONDUCTOR CONDUCTOR Size CONDUCTOR CONDUCTOR AWG. LENGTH AT 0.13 0.18 0.22 0.24 0.29 0.31 0.37 0.53 0.62 0.70 GFCI GROUND FAULT CIRCUIT LENGTH AT 120V AWG. A AMPERES DWG DRAWING M.C. MECHANICAL CONTRACTOR RE RE-LOCATED DEVICE OR " 1/2" 1 1 0 0 0 0 0 0 0 0 INTERUPTER. EQUIPMENT SHOWN IN NEW #12 75-0 175-0 #12 ADA AMERICANS WITH DISABILITIES ACT " 3/4" 6 5 4 3 2 2 1 0 0 0 AMPS AMPERES G GROUND E.C. ELECTRICAL CONTRACTOR MECH MECHANICAL LOCATION #10 120-0 285-0 #10 V. 8 8 7 6 3 3 2 1 0 0 (� EQ EQUAL GND GROUND MIN MINIMUM TYP TYPICAL #8 190'-0" 445'-0" #10 DRAWN BY: AFF ABOVE FINISHED FLOOR ETR EXISTING TO REMAIN #6 300'-0" - #10 1-1/4 16 44 12 10 6 4 3 1 1 1 SPC A/C AIR CONDITIONING HVAC HEATING,VENTILATING,& MTD MOUNTED UL UNDERWRITERS LABATORY 1-1i2" 20 18 16 15 7 6 4 2 1 1 ER EXISTING TO BE REMOVED &AIR CONDITIONING UON UNLESS OTHERWISE NOTED LUMINAIRE BRANCH CIRCUIT WIRING SCHEDULE NOTES: 2" 30 26 22 20 14 6 7 4 3 2 SCALE: ��,�� _ �_��� AWG AMERICAN WIRE GAGE NAC F.A. NOTIFICATION APPLIANCE ERL EXISTING TO BE RE-LOCATED I.T. INFORMATION TECHNOLOGY CIRCUIT EXPANDER PANEL UPS UNINTERRUPTIBLE POWER 1. BASED ON 20A CIRCUIT LOADED TO 12A USING SINGLE PHASE, 2 WIRE 2-1/2" 45 40 36 30 17 14 12 6 3 3 C CONDUIT NEC NATIONAL ELECTRICAL CODE SUPPLY CIRCUITS. F.A. FIRE ALARM JB JUNCTION BOX 3" 70 60 50 40 20 20 17 7 6 6 C/B CIRCUIT BREAKER NTS NOT TO SCALE V VOLTS 2.THE ABOVE SCHEDULE REPRESENTS MINIMUM CONDUCTOR SIZE BASED 3-1/2" - - - - - - 22 12 7 6 DRAWING NO.: FACP FIRE ALARM CONTROL PANEL KVA KILOVOLT-AMPERES FROM PANEL TO CENTER OF LEAD TO OVERCOME VOLTAGE DROP. CF COMPACT FLUORESCENT FLR FLOOR KW KILOWATT P POLE W WATTS 3. MAKE PROVISIONS FOR JUNCTION BOX ADJACENT TO OUTLET TO 4„ - - - - - - 30 14 12 7 CLG CEILING P.C. PLUMBING CONTRACTOR TRANSITION TO#12 WIRE FOR FINAL TERMINATIONS TO DEVICE AS DN DOWN G.C. GENERAL CONTRACTOR LTG LIGHTING WP WEATHER-PROOF REQUIRED. MAX MAXIMUM PNL PANEL CENTERLINE EOnO STAMP: � ,N OF MASS9 eNGIN I E R V1 C ES o`' RAYMOND W. N DUSSEALI IA m T ELECTRICAL N . 8 CD 141 Industrial Highway Slatersville, RI 02876 FG/STEM` ' Tel (401) 765-7659 Fax (401) 765-2984 Lu Cj 13 N to z Q rn 06 ao _O W � � LOCATE AT TOP OF STAIRS. ( a D a Z o I UJI U o L1.. ce) m F- P W WP r t F— a. a Z a { ti W U) � A A �\ A H D o ^y o W W � ` � Q co .0 `� �� 360' o � M 0 a ■� M cl A A �� A N f i i i i i i W i i i i TP-1 O i O O W 2 p W A A ii A A A �JLo W Lo / r^ U) r� tR W Q zo i® 360' I- Q Q CC DTS W G o - C-) Q U W ., W 2 -� S -------------------- p > --------------------- TP-1 I O U W2 -------------------- ---------------------- A O i N -------------------- Q V) A A A -------------------- W O �� i U) Lo-------------------- U -------------------- 0 N A A 360' WP TITLE: - = ELECTRICAL: BASEMENT PLAN 0 0 DATE ISSUED: 02.16.2018 REVISIONS: NO. DESCRIPTION DATE EQUIP. REVS. 1/31/18 ELECTRICAL: BASEMENT PLAN - LIGHTING 1 /4 -O - 1 DRAWN BY: SPC SCALE: 1/411 DRAWING NO.: El ■ STAMP: jy\OF Mgss eNGIN I u�;014 1 WLt Q5ERVICES o� MYMONDDUSSEAULT IIIELECTRICA N . 9 to 141 Industrial Highway Slatersville, RI 02876 F�isTE FOOD SERVICE EQUIPMENT CONNECTION TAG: XX MECHANICAL EQUIPMENT CONNECTION TAG: Tel (401) 765-7659 Fax (401) 765-2984 REFER TO"EQUIPMENT SCHEDULE"ON DRAWING E2.2 REFER TO"MECHANICAL EQUIPMENT ELECTRICAL FOR ALL CIRCUITING INFORMATION, INCLUDING BUT NOT CONNECTION SCHEDULE"ON DRAWING E2.2 FOR LIMITED TO BRANCH CIRCUITING WIRING AND CONDUIT ALL CIRCUITING INFORMATION, INCLUDING BUT SIZE,VOLTAGE, PHASE, MOTOR CONTROL, DISC.SWITCH NOT LIMITED TO BRANCH CIRCUITING WIRING AND &CIRCUIT BREAKER. CONDUIT SIZE,VOLTAGE, PHASE, MOTOR CONTROL, DISC.SWITCH&CIRCUIT BREAKER. ��, OEQUIPMENT ITEM# m M o ry ZQ c co 0W F- u) V � 0 a C � I I � a Z O w o I 1 I I I I 1 1 I i I 1 I 1 I 1 i L L_ F 1 I I I 1 I I I 1 I I I 1 1 I I i LU 1 1 I I 1 I I i I 1 I i 1 I I 1 H_- 1 1 1 1 I 1 I 1 i I I I I 1 1 1 I t t _ 5 Q z W CL W0 'F we J U WLo 1 Z F Eo 60 � = W < DENSER � \) ON TOP OF 62 �.�/ W 1 WA X IN) N C ON LL CEILINGNG N INSIDE � O WALK IN cn TP-1 WP O P N 0 ch o COMBINATION WALK IN FREZERI REFRIGERATOR . M 2 Lo 6 N d 61 120V/20A OUTLET FOR SODA SYSTEM 59 COIL ON CEILING INSIDE CONDENSER WALK IN (ON TOP OF WA KIN 4=4 BAGaN-THE-BOX(B.I.B.)SODA SYRUP RACK W/AREA FOR SHEET KEYED NOTES: w TEA • CO2 TANK AND REGULATORS 41 18 18 ^C OPROVIDE DOMESTIC HOT WATER ELECTRIC WATER HEATERS WITH A DEDICATED 15/1 (120V) 0 0 O L.i. W CIRCUIT CONSISTING OF 2#12+ 1#12G IN 3/4"C.AND 15A/120VOLT SIMPLEX RECEPTACLE IN A O W WEATHER-PROOF WHILE-IN-USE ENCLOSURE.VERIFY EXACT LOCATION WITH P.C. PRIOR TO ANY WORK. W Lo 0 2 PROVIDE WASTE PUMP(DUPLEX)CONTROL PANEL WITH A DEDICATED 20/2(208V)CIRCUIT a1 > ���//�� U) (Q CONSISTING OF 2#12+ 1#12G IN 3/4"'C. (VERIFY IF NEUTRAL IS REQUIRED WITH P.C.)AND uj vJ "" N 20A/208VOLT CONNECTION FROM A WEATHER-PROOF JUNCTION BOX. IN ADDITION, PROVIDE We 7 WIRING CONNECTION FROM CONTROL PANEL TO EACH 1/2HP PUMP PER THE WASTE PUMP ` Q MANUFACTURER'S DIRECTION.VERIFY EXACT LOCATION WITH P.C. PRIOR TO ANY WORK. 1y OPROVIDE CIRCULATOR PUMP WITH A DEDICATED 20/1 (120V)CIRCUIT CONSISTING OF 2#12+ 1#12G © W IN 3/4"C.AND 2OA/120V MOTOR RATED TOGGLE SWITCH/STARTER WITH THERMAL OVERLOADS. IN ADDITION, PROVIDE A WEATHER-PROOF JUNCTION BOX& 120V CONNECTION FOR TIMECLOCK. U W c VERIFY EXACT LOCATIONS WITH P.C. PRIOR TO ANY WORK. z W -------------------- ® a, -------------------- W C �y 4 TELEPHONE TERMINAL BOARD(TTB).SEE DETAILS ON SHEET E4.2 FOR ADDITIONAL - ". ERIFY G REQUIREMENTS.VERIFY EXACT LOCATION IN FIELD WITH G.C.AND P.C. TO AVOID CONFLICTS WITH OTHER EQUIPMENT IN ROOM. OWNER PRIOR TO BID. 06 CHEST FREEZER Z 5 Iry PROVIDE 120V 20A/1 P BREAKER FOR FREEZE PROTECTION FOR WALK IN FREEZER/REFRIGERATOR. WG _________________ O O MM' co W PROVIDE WITH FEEDER CONSISTING OF 2#12+1#12 GND. IN 3/4"C. U W WG� O v J METER FOR TP-1. 15/7W -------------------- W - 0 EHP-1 I'll 43 -------------------- V/ MAIN CIRCUIT BREAKER 1111-HP-1 AND DISTRIBUTION. --------------'----- Q 0 N LI GR 20/2 � -----�----J---- � M Y HP-1 -----0 ---- - � 43 METER STACK FOR --"- - -" HOUSE&TP-2. WP 2 ----W TITLE: TP-1 TP-1 ELECTRICAL: PANELBOARD"HP-1". 45 BASEMENT WP 1 110cd Wc �ELVING SHE24*x PLAN SHELVING SMELVI G O ® 8 LL= O TYPICAL DF 2 DATE ISSUED: 02.16.2018 0 0 3 REVISIONS: HP-1 NO. DESCRIPTION DATE EQUIP. REVS. 1/31/18 ELECTRICAL: BASEMENT PLAN - POWER & SIGNAL 1111 - 1 -O 1 /4 DRAWN BY: SPC SCALE: 1/4" = 1 1-011 DRAWING NO.: El ■ STAMP: �����OF MgSS�� COORDINATION NOTES: eNGIN I ERVICES o MONDW, m BRANCH CIRCUIT PANELBOARD SCHEDULE T 1 ELECTRICAL cn THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL DISTRIBUTION PANELBOARDS, BRANCH PANELBOARDS, LOADCENTERS, DISCONNECT SWITCHES, 141 Industrial Highway Slatersville, RI 02876 FGlSTE BREAKERS METERING EQUIPMENT, ACCESSORIES, ETC NEEDED FOR A COMPLETE Tel (401) 765-7659 Fax (401) 765-2984 OVAL TAL INSTALLATION WITH BRIAN KELLEY OF SIEMENS PRIOR TO BID. DETAILS, SIZES, DESIGNATION AMPS MAIN LOCATION VOLTAGE PH USED SPARE POOLES MOUNTING REMARKS NOTATIONS SHOWN ON ALL DRAWINGS ARE SUBJECT TO REVIEW AND 1-POLE 2-POLE 3-POLE 1-POLE 2-POLE 3-POLE COORDINATION WITH SIEMENS. HP-1 225/3 100/3 SEE FLR. 208Y/120 3 (7)20A (2)20A, (1)30A - (5)20A - _ 4,2 SURFACE 65,000 A.I.C. RATING. CONTACT INFORMATION FOR SIEMENS IS AS FOLLOWS: PLANS SIEMENS - BRIAN KELLEY rw SEE FLR. (14) 15A, (23)20A, (2)25A, (3) 15A, (3)20A, (2) 15A, (1)30A, 10 RODMAN STREET m N (.0 N TP-1 400/3 400/3 PLANS 208Y/120 3 (2)30A (1)25A (1)40A, (1)50A (5)20A - - 42 SURFACE 84 SURFACE 65,000 A.I.C. RATING. (DOUBLE-TUB) QUINCY, MA 02169 < o � T 2 TP-2 225/3 200/3 SEE FLR. 208Y/120 3 - - - (5)20A - - 65,000 A.I.C. EL. 860-208-8295 C. RATING. (PROVIDED FOR EMAIL: Briankelley@siemens.c©m 66 F i o PLANS FUTURE TENANT) w Un O a c g NOTES: a 1.ALL PANELBOARDS SHALL BE PROVIDED WITH AN ENGRAVED NAMEPLATE ON THE DOOR INDICATING THE PANELBOARD DESIGNATION,VOLTAGE, RATING OF MCB OR MAIN LUGS AND SOURCE OF SUPPLY. SURGE PROTECTION DEVICE NOTES : z ° 0 ENGRAVED PLATE SHALL BE AS CALLED FOR IN THE SPECIFICATIONS. I.L.. co m 2.ALL PANELBOARDS SHALL BE PROVIDED WITH A TYPED(HAND WRITTEN IS NOT ALLOWED)CIRCUIT DIRECTORY INDICATING THE LOAD FED BY EACH CIRCUIT BREAKER AND ITS LOCATION IN THE BUILDING. 1. THE ELECTRICAL CONTRACTOR SHALL PROVIDE SURGE PROTECTION DEVICES FOR ALL co 3.ALL PANELBOARDS SHALL BE PROVIDED WITH FULL SIZE EQUIPMENT GROUND AND NEUTRAL BUSSES ON EACH SIDE OF THE ENCLOSURE SO AS TO PROVIDE A SEPARATE EQUIPMENT GROUND AND NEUTRAL PANELBOARDS FOR THIS PROJECT. cc cc TERMINAL FOR EACH BRANCH CIRCUIT. 2. PANELBOARDS SHALL BE PROVIDED WITH SIEMENS SURGE PROTECTIVE DEVICE MODEL#TPS3 4. SPACES SHALL BE PROVIDED WITH ALL REQUIRED BUSSING, SUPPORTS, CONNECTORS, ETC.. NECESSARY FOR FUTURE INSTALLATION OF CIRCUIT BREAKERS. 11-15 FOR 208Y/120VOLT, 3-PHASE 4-WIRE INSTALLATION. z Q 5. FLUSH MOUNTED PANELBOARDS SHALL BE PROVIDED WITH FIVE (5)EMPTY 1" EMT CONDUITS INSTALLED UP TO ABOVE ACCESSIBLE CEILING FOR FUTURE USE. 3.THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH SURGE PROTECTIVE DEVICE '" i L� ? N 6.ALL PANELBOARDS SHALL HAVE HINGED"DOOR-IN-DOOR"TYPE COVERS. MANUFACTURER FOR INSTALLATION&CONNECTION REQUIREMENTS PRIOR TO INSTALLATION. > F- m o Q W 7. REFER TO THE SPECIFICATIONS FOR ALL OTHER PANELBOARD REQUIREMENTS. SERIES RATED AND ALUMINUM ARE NOT ALLOWED. ( 0 W 8. PROVIDE NEW CIRCUIT BREAKERS IN EXISTING PANELS TO BE RE-USED FOR NEW LOADS AS REQUIRED. PROVIDE BLANK PLATES IN ALL UN-USED SPACES. UPDATE AND/OR PROVIDE NEW CIRCUIT BREAKER co C 00 DIRECTORIES FOR ALL PANELBOARDS. z!TYPICAL NOTE: $ 0D 9.ALL PANELBOARDS AND CIRCUIT BREAKERS SHALL BE FULLY RATED. SERIES RATED EQUIPMENT SHALL NOT BE USED. 10.ALL BUSSING SHALL BE COPPER.ALUMINUM BUSSING SHALL NOT BE USED. M cco" W Lo ALL ELECTRICAL EQUIPMENT BUSSING, , o Q FEEDERS AND BRANCH CIRCUITS SHALL ` N } BE COPPER. NEW UTILITY COMPANY RISER Z POLE.COORDINATE EXACT W LOCATION WITH UTILITY COMPANY. W O W�/ W Lo L j � � N z o ON E-LINE NOTES. Q <C Q W 25 O NEW UTILITY COMPANY POLE—MOUNTED TRANSFORMER NOTES: W W POLE MOUNTED UTILITY COMPANY Cfl 1. TRANSFORMER(S) FURNISHED AND INSTALLED BY UTILITY COMPANY. TRANSFORMER(S),(3) 10 UNITS OR 1) � Z �. 30 UNIT. COORDINATE WITH LOCAL 2. PRIMARY CABLE & CONDUIT BY E.C. UTILITY COMPANY FOR EXACT sP� PANEL W _..I 3. PRIMARY CONNECTIONS BY UTIILITY COMPANY. REQURIEME s "TP 2 4. SECONDARY CABLE & CONNECTIONS AT TRANSFORMER BY E.C. WITH UTILITY COMPANY E.C.SHALL SUPPLY RISER CONDUIT& 20GY/120V z 06 W SUPERVISION. CONDUCTORS. UTILITY SHALL PROVIDE 3P-4W O FINAL CONNECTIONS. ' ♦ M 1.1.1 W �.J • N � O2 TYPICAL UNDERGROUND SECONDARY ELECTRICAL SERVICE LATERAL. COORDINATE WITH LOCAL ELECTRICAL UTILITY COMPANY. CONTRACTOR TO PROVIDE AND INSTALL ALL GEAR, W W PEDESTALS, CONDUIT AND CONDUCTORS. ELECTRICAL UTILITY COMPANY WILL FURNISH AND O INSTALL PRIMARY CONDUCTORS AND PAD MOUNTED TRANSFORMERS. (ELECTRICAL Lo Lo CONTRACTOR SHALL QUALIFY HIS/HER RESPONSIBILITIES WITH REGARD TO THIS IN O HIS/HER INITIAL BID FOR ALL WORK RELATED TO THE PROJECT.) SEE POWER ONE-LINE Q. DIAGRAM DRAWINGS FOR WIRE & CONDUIT SIZES. 0 MAIN LEVEL OGROUNDING, BONDING AND COPPER GROUNDING ELECTRODE SYSTEM PER NEC 250 AS ADOPTED BY AUTHORITY HAVING JURISDICTION. WHEN BUILDING DOMESTIC WATER SERVICE PIPE IS NON-METALLIC PROVIDE 'LIFER' GROUND IN BUILDING FOUNDATION HAVING DIRECT CONTACT WITH EARTH. FINISHED GRADE TITLE: 225-AMPERE / 3-POLE CIRCUIT BREAKER, C/T COMPARTMENT & AND METER SOCKET. PROVIDE FEEDER CONSISTING OF (HOUSE PANELS) 3#3/0+1#4 GND. IN 2"C. ELECTRICAL: 5 SERVICE SCE RATED MAIN CIRCUIT BREAKER WITH SURGE PROTECTION. ONE-L I N E O 5 2 SETS OF:4#600kcmil+ 1#1/OGND DIAGRAM O VERIFY SHORT CIRCUIT CURRENT AVAILABLE AT EACH MAIN FUSED SWITCH OR MAIN IN C BA (CONCRETE ENCASED 6 PROVIDE FEEDER CONSISTING OF D MOLDED CASE CIRCUIT BREAKER AND EACH PANEL PROVIDE INTERRUPTING CAPACITY DUCT BANK). 4#600kcmil+1#1/0 CND. IN 3-1/2"C. CONSTRUCTION REQUIRED EQUAL OR EXCEEDING THE AVAILABLE SHORT CIRCUIT CURRENT DATE ISSUED: 02.16.2018 VALUE. EACH TENANT OR HOUSE PANEL MAIN FUSED SWITCH OR MOLDED CASE CIRCUIT BREAKER PROVIDED SHALL BE FULLY RATED FOR A MINIMUM 65,000 RMS SYMMETRICAL SPD REVISIONS: AMPERES FAULT CURRENT INTERRUPTING CAPACITY. 600AMP/ C/T NO. DESCRIPTION DATE 7 O TYPICAL - NEMA 3R RINGLIESS STYLE METER STACK MODULE. 3-POLE COMPARTMENT PROVIDE FEEDER CONSISTING OF 4#1+1#6 gnd. in 1.-1/2"C. EQUIP. REVS. 1/31/18 ® [sr& PANEL PANEL DUB—TUB O TYPICAL 125—AMPERE / 3-POLE TENANT (TP-2) CIRCUIT BREAKER 225/3 oI a "HP-1' *I P-1' MAW O MLO t 20BY/120V 20BY/12V TYPICAL 200-AMPERE / 3-POLE HOUSE CIRCUIT BREAKER. C/B ® BUS om 3P� 3'� 400AMP/ SECTION ommm 3-POLE MHW WOO ALL FREESTANDING ELECTRICAL 2250AMP/ EQUIPMENT SHALL BE PROVIDED 3-POLE (AMIE'S) TO emm of WITH A 4" HIGH CONCRETE DRAWN BY: r-o-".�"" SPC HOUSE-KEEPING PAD. ( PICAL) TENANT/HOUSE 4 $ win O � SCALE: �� — � �� 1/4 - 1 -0 BASEMENT DRAWING NO.: —� PROVIDE FEEDER CONSISTING OF V 4#4/0+1#2 GND. IN 2-1/2"C. El m2 PROPOSED POWER DISTRIBUTION ONE-LINE DIAGRAM NOT TO SCALE STAMP: 1. The coordination of their delivery. date of the original submittal. stipulating the aforesaid conditions. panelboards, disconnect switches, transformers, conduit,wiring, etc. as r :d. The fuel 2.Their unloading from delivery trucks driven in to any point on the property line at D.All submittals shall be complete and submitted electronically to all applicable parties. No C.Prior to or at the time of Substantial Completion for the work and during administrative used for the generator shall be provided and paid for b act �N OF MgSsq SECTION 160000(26 00 00)ELECTRICAL REQUIREMENTS consideration will be given to partial submittals except with prior approval. No close-out of the project, submit one 1 co of all specified warranties and guarantees to C.This contractor shall provide a dis i t t grade level, 9 P R R pP R J ( ) PY P g P cc hit R E R V I C ES o� RAYMOND W.�G PART 1 -GENERAL consideration will be given to faxed submittals. the Architect for review,approval and subsequent transmittal to the Owner. as required for construction.This c t r ze DUSSEAULT 111 `r1n 3.Their safe handling and field storage up to the time of permanent placement in the _ ., ' V E.Explanation of Shop Drawing Stamp: D.Warranties and uarantees, including those specified in excess of the general one 1 during construction and remove the system when co n i c 8 ELECTRICAL 1.1 RELATED SECTIONS project. P p g P 9 g P 9 O N 9 4.The correction of an damage, defacement or corrosion to which the may have 1. Approved: indicates that we have not found any reason why this item should not be year guarantee, shall be complete for all specific materials, systems, sub-systems, D.Under this section of the specifications, this o tr . sh,a(f e dIR A.Drawings and General Provisions of Contract, including General and Supplementary Y g Y Y 02876 Conditions and Division 1 Specification Sections,apply to work of this section. been subjected. acceptable within the intent of the documents. equipment,appliances and products specified and required by the Contract Document. temporary lighting based on using not less thaka - Ill y6P4 I? � �a41 `cGlSTt� B.This Contractor shall also include allowances for startup and for making the systems fully 5.Their field make-up and internal wiring as may be necessary for their proper 2.Approved with Comments: indicates that we have found questionable components E.Warranties and guarantees shall clearly define what is to be guaranteed; the extent, feet of building floor area and one duplex GFCTs( ttaT� oi� t`�h 200FWAi�f t7 -2984L which, if corrected or otherwise explained, make the product acceptable. terms, conditions,time and effective dates. building floor area. Where higher lighting intensities are required by Federal or State laws operational, and for scope and design contingencies. Future changes in price for items operation. P P P or otherwise specified, the above specified wattage shall be increased to provide the not shown on these drawings will not be allowed if the system itself is shown on these 3.Resubmit for Final Review: indicates that this item should be resubmitted for F.Copies of the same warranties and guarantees shall be included in the "Operating and g Y 6.Their mounting in place, including the purchase and installation of all dunnage, increase intensities. Drawings. supporting members and fastenings necessary to adapt them to architectural and approval before further processing. Maintenance Manual"as specified herein. E.This contactor shall provide temporary power and telephone services from the local C.Give notices, file plans, obtain permits and licenses, pay fees and back charges, and structural conditions. 4.Does Not Conform:indicates that the item will not meet the intent of the Contract. 1.16 CLEANING telephone company for site trailers, fax machines, computers, etc., per the general obtain necessary approvals from authorities that have jurisdiction as required to perform D.Equipment, which is to be installed but not purchased as part of the electrical work, shall F.No shop drawing stamp or note shall constitute an order to fabricate or ship. Such A.Refer to the Conditions of the Contract (General and Supplementary) and Division 1 for contractor's direction. work in accordance with all legal requirements and with Specifications, Drawings, be carefully examined upon delivery to the project. Claims that any of these items have notification can only be performed by the Project Manager for construction,the Contractor definitions, requirements,and procedures. F.The service shall incorporate ground fault protection and comply with NEC Article 527 and t�L.l Addenda and Change Orders,all of which are part of Contract Documents. been received in such condition that their installation will require procedures beyond the schedulinghis own work, or the Owner. N o CV ~ reasonable scope B.Upon completion of work, the Contractor shall clean, polish and leave bright, fixtures and OSHA requirements. `t M D.The drawings show the layout of the electrical systems and indicate the approximate pe of the electric work will be considered only if presented in writing within G.Submittal of shop drawings, product data, will be reviewed only when submitted by the lamps, and shall remove dust, dirt, debris and loose plaster from panelboards, controls, 1.22 PERMITS I'_ � - o 'T locations of outlets, apparatus, and equipment. The runs of feeders and branches as one week of the date of delivery to the project of the items in question. The electric work � Contractor. Data submitted from Sub-contractors and material suppliers directly to the A/E and switchboards. Unused openings in putt boxes, junction boxes, equipment and z Q � shown on the drawings are schematic only. The exact routing of branch circuits and includes all procedures, regardless of how extensive, necessary to put into satisfactory will not be processed. raceways shall be capped or closed by an approved means. Replace all inoperative A.Obtain all required electrical permits and pay all fees for same. D 2 co feeders shall be determined by the structural conditions and possible obstructions. This operation,all items for which no claims have been submitted as outlined above. lamps. B.Provide to Engineer, in duplicate, a certificate of final inspection from the authority having r j = M H.If shop drawing is not in compliance after two submissions, a third submission for the F- shall not be construed to mean that the design of the systems may be changed, but refers 1.8 ELECTRICAL INSTALLATIONS jurisdiction for the electrical and systems. o W LJ _ only to exact runs between given points. The Engineer reserves the right to revise the same manufacturer will not be considered for review. 1.17 DEFINITION OF TERMS � O 0- drawings from time to time to indicate changes in the work. A.AII materials and labor called for, specified in Division 16 of the specifications, and or I. Check shop drawings and other submittals to assure compliance with contract documents A."This Contractor"or"E.C."specifically means,the Electrical Contractor working under this 1.23 OPERATING, INSTRUCTION,AND MAINTAtNANCE MANUALS 0) g shown on the electrical drawings furnished under this contract shall be provided under before submittal to A/E. section of the specifications. A.Refer to Section 01700 - CONTRACT CLOSEOUT for submittal procedures pertaining to W a_ E.The Contractor shall consult and review a!{ contract and reference drawings which may P o eratin and maintenance manuals. P P g � D a Division 16 unless called for otherwise in the Division 16 documents. The word affect the location of any outlets, apparatus and equipment to avoid any possible J.Review of shop drawings is final and no further changes shall be considered without B. Concealed means hidden, in chases,furred spaces,walls, above ceilings or enclosed in p g Z O 2 "provide"as used in the Division 16 documents, shall mean to furnish, install, connect up, interference and permit full location of outlets, apparatus and equipment up to the time of written application. Shop drawing review does not apply to quantities, dimensions, nor construction. B.Each copy of the approved operating and maintenance manual shall contain copies of U.! U o complete with all accessories ready for operation and warranted. rough-in is reserved by the Engineer and such change shall be made without additional relieve this Contractor of his responsibility for furnishing materials or performing his work C."Ex used"means visible in sight or not installed"concealed"as defined above. approved shop drawings, equipment literature, cuts, bulletins, details, equipment and �- in co B.Coordinate electrical equipment and materials installation with other building components. in full corn R g rn W expense to the Owner. compliance with these contract drawings and specifications. Review of these shop engineering data sheets and typewritten instructions relative to the care and maintenance H �_ Fully coordinate work with that of other trades. Furnish information in writing that is drawings shall not be considered a guarantee of the measurements of this building or the D. Approved Equal means any equipment or material which is approved by the Engineer for the operation of the equipment,all properly indexed. F.It shall be the responsibility of this Contractor to see that all electrical equipment such as � needed for the coordination of clearances, etc., with the work of others, and such conditions encountered. and equal in quality, durability, appearance, .strength, design and performance to the junction and pull boxes, panelboards switches, controls and such other apparatus as may 1.24 BIDDERS REPRESENTATION Z information shall be given in a timely fashion so as not to impede the progress of two or equipment or material originally specified. _ a require maintenance and operation from time to time is made accessible. Although the K.General requirements for the substitution of equipment and submittal of shop drawings as " more trades. Confer and resolve the conflict immediately. If so directed by the A/E, E. Conduit"shall mean all conduit including fittings,joints, hangers and supports. A.By the act of submitting a bid for the proposed contract,the Bidder represents that: 0 equipment may be shown on the drawings in certain locations, the construction may follows. If apparatus, systems or materials are substituted for those specified, and such t prepare composite drawings to resolve any space or clearance conflict. I disclose the fact that such locations do make its position accessible. In such cases this substitution necessitates changes in, or additional connections, wiring, supports, or F."Furnish" shall mean to purchase and deliver to the project site complete with every 1. The Bidder and all subcontractors the Bidder intends to use have carefully and G 1- Q Contractor shall call the attention of the Engineer to the condition before advancing the C.Verify all dimensions by field measurements. construction, it shall be provided b this Contractor at no additional cost to the Owner, necessa a urtenance and support, all as art of the electrical work. thoroughly reviewed the drawings, specifications and other construction contract J U g g P Y rY pR PP P g Y g H ti construction to a state where a change will reflect additional expense to the Owner. D.Arrange for chases, slots, and openings in other building components to allow for This Contractor shall assume all cost and entire responsibility thereof. The approval of G."Install" shall mean to perform every operation necessary to establish secure mounting documents and have found them complete and free from ambiguities and sufficient Z W o electrical installations. substituted equipment does not relieve the contractor of his/her responsibility of shop for the purpose intended;further that, 1.2 SUMMARY and correct operation at the proper location in the project,all as part of the electrical work. 3: � F.: Q drawing errors related to details, sizes, quantities, wiring diagram arrangements and 2.The Bidder and workmen, employees and subcontractors the Bidder intends to use W 2 E.Coordinate the installation of required supporting devices and sleeves to be set in poured H."Provide"shall mean to furnish and install. A.This Section specifies the basic requirements for electrical installations and includes dimensions which deviate from the Specifications, and/or job conditions as they exist. It is are skilled and ex � W r•' in place concrete and other structural components, as they are constructed. experienced in the type of construction represented by the Lti, L_" � W N requirements common to more than one section of Division 26. It expands and the contractor's responsibility to submit only those items that meet the specified 1.18 QUALITY ASSURANCE construction contract documents bid upon;further that, ( O CO supplements the requirements specified in sections of Division 1. F.Sequence, coordinate, and integrate installations of electrical materials and equipment for � Q a W pp q p apparatus, systems and material. Should any non-conformance code items be installed, A.Obtain services of manufacturers representatives of electrical equipment, durin erection 3.Neither the Bidder nor an of the Bidder's employees, agents, intended suppliers or ': _ efficient flow of the Work. Give particular attention to large equipment requiring the shall be replaced b this Contractor at no additional cost to the Owner. The p g YPP O H N B.These documents have been prepared with the intention that they call for finished, tested Y P Y and construction of their respective equipment to insure proper installation of same. subcontractors have relied upon an verbal representations, allegedly authorized or t positioning prior to closing-in the building. PP P R Y P g Y � D M work, in full operating condition and complete with necessary accessories. construction means and methods used in the project shalt be reviewed and approved unauthorized from the Owner, or the Owner's employees or a ents including � � O o0 B.A letter is required from each system manufacturer's representative certifying to the A/Eg g 0 G.Coordinate the cutting and patching of building components to accommodate the through the local building department or a deputy inspector to insure compliance with the q y R ty g �� 2 M C.The contract drawings are generally diagrammatic and convey the scope of work and that requirements have been checked and are properly installed and operating. architects,engineers or consultants, in assembling the bid figure;and further that, ■� o W = installation of electrical equipment and materials. current codes, project specifications and general building practices. general arrangement of apparatus and equipment.The locations of all items shown on the 4.The bid figure is based sole) upon the construction contract documents and proper4ly c� < a drawings or called for in the specifications that are not definite) fixed b dimensions are H•Where mounting heights are not detailed or dimensioned, the exact location shall be L. Coordination drawings shall be submitted and shall show all HVAC, Electrical, Plumbing 1.19 PERFORMANCE TESTS-ELECTRICAL g Y P P P Y g P Y Y issued written addenda and not upon any other written representation. a roximate only. The exact locations necessary to secure the best conditions and determined by the A/E, install electrical services and overhead equipment to provide the and Fire Protection systems superimposed in order to identify conflicts and ensure A.Test and adjust the electricals stems and equipment durin the progress of the work. pp Y rY 1 Yg P g results must be determined at the PPjroect and shall have the approval of the code and/or utility B.Upon completion of work and after preliminary tests to assure that all systems are requirements. inter-coordination of all trades. Coordination drawings shall be initiated under this Section 1.25 UTILITY COMPANY&AGENCY COORDINATION P Architect/Engineer before being installed. The Contractor shall follow the drawings in I. Install electrical equipment to facilitate maintenance and repair or replacement of of the Specifications. It is this Contractors responsibility for preparation of project complete and in proper working order, arrange with the A/E to conduct performance tests A.This section includes, but is not limited to coordination with the following utilities, agencies laying out work and shall check drawings of the other trades to verify spaces in which equipment corn components. As much as practical, connect equipment for ease of coordination drawings showing the installation of all electrical equipment, switchgear, R P R g g Y g g fY PR pof the electrical systems. These tests may be witnessed by the A/E prior to acceptance of and authorities having jurisdiction: work will be installed. Maintain maximum headroom ands ace conditions at all points. If disconnecting,with minimum of interference with other installations. motor control centers, panelboards, transformers, transfer switches, disconnect switches, p P g systems and shalt be arranged for the purpose of demonstrating compliance with contract 1. Power Company: This Contractor shall coordinate with the local utility power Zdirected by the General Contractor, Engineer and/or Architect, the Contractor shall, enclosed circuit breakers, conduits, outlets, switches and accessories to be provided J.Coordinate the installation of electrical materials and equipment above ceilings with documents. During this period, visually inspect all electrical equipment. Lighting fixtures company and provide all material & labor required to comply with the utility power without extra charge, make reasonable modifications in the layout as needed to prevent suspension systems, mechanical equipment and systems,and structural components. under this Section of the Specifications. These drawings shall be prepared at not less W shall be tested with specified lamps in place for not less than six (6) hours. Check company's requirements and standards, prior to ordering any electrical equipment, conflict with work of other trades or for proper execution of the work. than 3/8 in. = 1 ft. scale, and shall show building room layouts, structural elements, voltages to assure that all transformer taps are properly set. such as, switchgear, panels, transformers, disconnect switches, TVSS, etc. This K.Coordinate connection of electrical systems with exterior underground and overhead ductwork and lighting layouts of function. A reproducible copy of each drawing prepared D.These contract documents are complementary. What is called for by one shall be as utilities and services. Comply with requirements of governing regulations, franchised C.General operating tests shall be performed under as near design conditions as possible, Contractor shall confirm metering sequence (hot or cold) and make the appropriate /�1 P Y q 9 g g shall then be submitted to the Mechanical, Plumbing and Sprinkler Contractors, who shall P 9 P g P a- W binding as if called for by all. Materials or work described in words, which have service companies, and controlling agencies. Provide required connection for each for period of not less than one 1 hour for each system, and shall demonstrate that all provisions and/or changes for the utility companies approved metering sequence R g g q be responsible to coordinate his equipment and systems and shall show these on the Re ( ) Y W well-known technical, or trade meaning shall be held to refer to such recognized equipment is functioning in accordance with specifications. Furnish all instruments, arrangement. Notify Engineer of discrepancies between the plans and the local utility service. drawings submitted. After this Contractor has fulfilled his obligation, he shall notify allg R O standards. Incidental devices and accessories needed for complete, operational systems ladders, test equipment and personnel required for tests. An equipment ors stems company's standards. No extra compensation will be given for corrections required to r identified in the documents. L. Attention is directed to areas and items indicated on the drawings by the notations other Contractors. After each drawing has been coordinated between trades, each tradeP q YY J shall be provided even though they may not be indicated o de „ „ „ " found b test to be deficient or unsatisfactory shall be replaced and tests re this Contractor for failure to coordinate with the utility company, but corrections shall "HOLD", N.I.C. , BY OTHERS' and words of similar intent. The work indicated in these shall sign each drawing, indicating acceptance of the installation. This Contractor shall Y ry p repeated as tY P Y� E.If apparatus have been omitted, notify the Architects/Engineers of such belief. It is areas is shown for information and continuity only. Work or items furnished and installed then print the coordination original and these prints submitted through the General often as necessary to assure compliance with contract documents. be made. All A.I.C. ratings, grounding, bonding, concrete pads & curbs, protective W �. (_ understood that bidder has included all required items and work in his bid, and will not if bollards, raceways, ductbank, manholes, etc., shall be in accordance with the utility > (0 q in these areas solely for the convenience of this Contractor or others,without prior written Contractor to the architect for review and comment, similar to shop drawings. Comments D.Test all feeders, sub-feeders and all branch wiring for amperage, voltage, phase balance, company'sstandards. � �`� bid is successful, claim extra compensation for furnishing a complete and satisfactory ' , ` N approval of the Owner, shaft be removed at the option of the Owner and at the made on these drawings shall result in a correction and re-submittal of the drawings. A phase sequence of A,B,C and insulation resistance, then submit the results of this test to W system. If a particular item is called for or specified more than once in these contract Contractor's expense. Subcontractor who fails to promptly review and incorporate his work on the drawings shall the A/E neat) typed in triplicate for review. This test may be conducted at an time a to, 2.Telephone Company: This Contractor shall coordinate with the local telephone p P P Y P g Y YP P Y Y R �'1 � � C� r shall a considered specified.d. company and provide all material & labor required to comply with the telephone tJ documents,the higher g ode s a b co p e assume full responsibility of any installation conflicts affecting his work and of any through and including, the guarantee period if requested by the A/E, at no additional cost R Y R q c P Y P M.Provide all required staging and scaffolding for all the work under this section. F.Should it appear that the character of the work is not sufficiently explained in these schedule ramifications. Review of coordination drawings shall not diminish responsibility to the Owner. company's requirements and standards, prior to ordering any electrical or telephone _J specifications or on the drawings, apply to the A/E for further information. Conform to the 1.9 CUTTING AND PATCHING under this Contract for final coordination of installation and maintenance clearances of all equipment, such as, terminal boards, grounding systems, raceways, ductbanks, R g E.Phase balance the complete electrical system, phase balance all panels as near as loads A/E's decision and directions as shall become part of these contract documents. The A/E A.Cutting and patching of electrical equipment, components, and materials specified under systems and equipment with Architectural, Structural, Mechanical, and Electrical will permit under normal working conditions. manholes, etc. This Contractor shall confirm the telephone company's requirements W Z reserves the right to be sole interpreter of the drawings and specifications, and all Division 16(conduit,sleeves, equipment,etc.)shall be performed by Electrical Contractor. Contractors. and provide as necessary. Notify Engineer of discrepancies between the plans and �- decisions shall be conclusive,final and binding on the parties. F.Test all ground conductors for current flow, as near design operating conditions as the telephone company's standards. No extra compensation will be given for U W (D B.Refer to the Conditions of the Contract (General and Supplementary) and Division 1 1.11 PRODUCT OPTIONS AND SUBSTITUTIONS possible. If any measured current exceeds one (1) ampere, determine and correct the corrections required to this Contractor for failure to coordinate with the telephone �/ W G.Materials called for in these documents shall be new, unused equipment and of the latest Section: "Cutting and Patching"for definitions, requirements, and procedures. A.Refer to the Conditions of the Contract (General and Supplementary) and Division 1 for cause. Also, if measured resistance is greater than 5 ohms indoor or 10 ohms outdoor, company, but corrections shall be made. 0. Z P.-. J recognized standards. C.Cutting and patching of existing structures (thru walls, floors, ceilings, etc.) to definitions, requirements,and procedures. determine and correct the cause. N 3.Cable TV Company: This Contractor shall coordinate with the local cable TV W S H.The work to be done under Division 16 is shown on the electrical drawings. accommodate equipment, components, and materials of all Contractors, including B.If materials of equipment are substituted for specified items that alter the systems shown G.During the progress or completion of the work it shall be subject to the inspection of the company and provide all material & labor required to comply with the cable TV C ` � Mechanical and Electrical Contractors, shall be performed b General Contractor and/or G 1.3 OUTLINE SCOPE OF WORK R y or its physical characteristics, or which have different operating characteristics,. clearly Owner and to such other inspectors, as may have jurisdiction, including those of the company's requirements and standards, prior to ordering any electrical or cable TV Z A.The work under this contract, without limiting the generality thereof, includes all materials, his designated Subcontractor. note the alterations or differences and call it to the attention of the A/E. Under no Electric Company, Fire Department and the Telephone Company. equipment, such as, terminal boards, grounding systems, raceways, ductbanks, 06 �/ D.Cuffing and patching of new structures (thru walls, floors, ceilings, etc.)to accommodate circumstances shall substitutions be made unless identical material or equipment has H. Contractor shall be responsible for correct voltages, to settings, trip settings and manholes, etc. This Contractor shall confirm the cable TV company's requirements labor, equipment, services, and transportation, unless otherwise specified, necessary to P 9 P 9 � P g installation of ill-timed work or removal and replacement of defective work or work not been successfully operated for at least three consecutive years. correct phasing on all equipment. • complete all systems of electrical wiring and equipment required by the drawings and/or p g Secondary voltages shall be measured at the line side and provide as necessary. Notify Engineer of discrepancies between the plans and W ass specified herein. It is the intent of this section and accompanying electrical drawings conforming to requirements of Contract Documents, shall be performed by General C.All substitution made by the Contractor shall require the Contractor to fully coordinate the of the main breakers with the breakers in an open position, at panelboards, and at such the cable TV company's standards. No extra compensation will be given for W (p P to charged Subcontractor and costs shall be back designated his d/t tracor and/or s that these systems be furnished complete in every respect.The Electrical Contractor shall Cong substitution with other trades. The Contractor must make any modifications required by other location on the distribution systems and branch circuits as directed by the Engineer. corrections required for failure to coordinate with the cable TV company, but N appropriate trade Contractor. the substitution at no additional cost to the Owner. In addition the Contractor must notify corrections shall be made. vJ r V J furnish all wiring,equipment and labor needed for a complete operating installation. fY I. At completion of the work, Contractor shall submit to the Owner's representative in writing Q E.Do not endanger or damage installed work through procedures and processes of cutting the A/E of any changes required and obtain approval for the changes. The review of the a statement stating: 1 that the work is complete; 2 that the entire installation is in 4.Local Fire Marshal: This contractor shall verify with the local fire alarm official, the B.The Electrical Contractor shall fully indemnify the Owner against any damages, removals g' O R O W •, Q and patching. shop drawings by the A/E shall not relieve the Contractor from his responsibility as set accordance with the drawings and specifications; 3 that preliminary tests have been type of master-box or municipal connection required for this project. This contractor and alteration work. This is in addition to the requirements of the General Conditions of g P O P rY d- forth in this specification. made;and P comply municipality. Notify g �/J the Specifications. F.Arrange for repairs required to restore other work, because of damage caused as a result (4)that the work is ready for final inspection and test. shall provide all material&labor to corn I with the local munici alit . Noti Engineer of electrical installations. 1.12 NAMEPLATE DATA J. A final inspection of the installation to determine compliance with the drawings and of discrepancies between the plans and the municipality's standards. No extra UD C.The Electrical Contractor shall review architectural, interior design and all other trades p P g O tans, elevations and details prior to an work and identify an conflicts between G.Arran a to have ducts, raceways, conduit, panelboards, boxes, and such other pertinent specifications will be made b the Owner's representative. Work will be checked for compensation will be given for corrections required for failure to coordinate with the N p p y ty y g Y � R P A.Provide permanent operational data nameplate on each item of power operated Y P municipality, but corrections shall be made. furnishings, furniture, art-work, molding, casework, televisions, signage, awnings, parts, set in place ahead of construction work so that they will be built-in with structures equipment, conduits with pull string, indicating manufacturer, product name, model quality of materials, quality of workmanship, proper installation and finished appearance. r canopies, diffusers, fixtures, etc.. and electrical, fire alarm, audio/visual and and eliminate need for cutting and patching. Failure to conform to this paragraph will number, serial number, capacity, operating and power characteristics, labels of tested The electrical contractor shall provide the services of the project electrical foreman for 5.Electrical Inspector: Review plans and specifications with the local electrical and/or O communications devices shown on the electrical plans and details. The Electrical require that this Contractor perform any cutting and patching required for his work at his compliances, and similar essential data. Locate nameplates in a readily accessible inspection purposes. The foreman shall remove and reinstall wiring devices,junction box wiring inspector(s).Obtain and pay for all permits. �/ Contractor shall prepare 8.5" x 11" sketches showing the conflicts and submit to the expense. Cutting shall be neatly finished to match adjoining work in a manner acceptable location. covers, panelboard trims, switchboard covers, terminal box covers, ceiling tiles, lighting 6.Building Inspector: Review plans and specifications with the local building inspector, (Y Architect for resolution prior to any work. Failure of the electrical contractor to coordinate, to the A/E. Cutting and patching shall not affect the fire rating of walls or structural parts. 1.13 DELIVERY STORAGE AND HANDLING fixtures, etc. as required to facilitate any inspections required by the Owners if not done so by the General Contractor. a- identify and obtain a field-directive on any conflict herein noted, that results in installed Cutting and patching required to correct work, due to error or negligence of the representative. 7.OSHA Representative: Review plans and specifications with the local OSHA electrical work to be relocated to the Owner/Architects liking shall be the Contractor, or to defects in his material or workmanship, shall be corrected at no A.Deliver products to project properly identified with names, model numbers, types, grades, K.The Contractor shall arrange and conduct operating tests on all equipment in the representative, if not done so by the General Contractor. sole-responsibility of the Electrical Contractor. The Electrical Contractor shall assume and additional cost to the Owner. Patching shall meet or exceed quality of adjacent surfaces. compliance labels, and similar information needed for distinct identifications; adequately presence of the Owner's representative. The components parts of systems and the cover all costs associated with conflicts not coordinated identified and submitted to the Cuttingmust be accomplished as not to weaken adjacent structural members and must be packaged and protected to prevent damage during shipment,storage,and handling. various systems shall be demonstrated to operate in accordance with the requirements 8.Dig Safe: This contractor shall notify and coordinate with Dig Safe prior to any TITLE: Y P eq Architect, inclusive of material labor, overtime a etc.. and shall not affect the project approved b the Structural Engineer before proceeding. _ and intent of this specification. An non-complyingor defective materials or workmanship excavation; digging; trenching; grading; tunneling; o dui trig; boring; b s ru pile r pay, P 1 Y B.Store equipment and materials at the site, unless off site storage is authorized in wilting. P Y R driving; plowing-in or pulling-in pipe, cable, wire, conduit, or other sub-structure; �'+ schedule. H.Perform cutting,fitting,and patching of electrical equipment and material required to: Protect stored equipment and materials from damage. All devices shall be stored in a disclosed as a result of the inspection and tests shall be corrected promptly by the ELECTRICAL. locked room. Assume responsibility for the devices until the date of final inspection. Contractor, and the tests repeated as often as necessary until approved and accepted by Electricbackfillal demolition;and blasting related to this Contractor. 1.4 ROUGH-IN 1. Uncover work to provide for installation of ill-timed work. the Owner's representative. B.The Electrical Contractor shall pay for all permits, inspections, labor, material and fees SPECIFICATIONS + C.Coordinate deliveries of electrical materials and equipment to minimize construction site S P E C I F I CATION S A.Verify final locations for rough-ins with field measurements and with the requirements of 2.Remove and replace defective work. associated with the various Utility Companies coordination requirements mentioned in this congestion. Limit each shipment of materials and equipment to the items and quantities L. The Contractor shall visit the site to acquaint himself with existing conditions. No extra the actual equipment to be connected. 3.Remove and replace work not conforming to requirements of the contract documents. section and for this Contractor's work under this project. B.Refer to equipment specifications in Divisions 2 through 25 for rough-in requirements. needed for the smooth and efficient flow of installations. compensation will be paid for failure to comply with this paragraph. 4.Remove samples of installed work as specified for testing. M.The Electrical Contractor shall provide supervision, labor, materials, tools, test C.The Electrical Contractor shall carry a minimum of$15,000 of utility expenses. In the case 1.14 RECORD DOCUMENTS P p 1.5 SURVEYS AND MEASUREMENTS 5.Install equipment and materials in existing structures. equipment, and all other equipment or services and expenses required to test, adjust, set, the expenses are less than the carried expense, the difference will be credited to the A.As work progresses and for the duration of Contract, maintain a complete and separate owner. In the case the utility charges are more than the carried expense, the remaining A.Base measurements, both horizontal and vertical,on established bench marks.Work shall 6.Upon written instructions from the A/E, uncover and restore work to provide for A/E calibrate, and operationally check work and components of the electrical systems and P P set of prints of Contract Drawings at job site at all times. Record work completed and all circuit throughout this section. payment shall be coordinated between the Electrical Contractor, General Contractor and DATE ISSUED: 02.�6.2018 agree with these established lines and levels. Verify measurements at site and check the observation of concealed work. circuitry g changes from original Contract Drawings clearly and accurately including work installed Owner. corrections of same as related to the work. N.The electrical contractor shall pay for all tests including expenses incident to retests I. Cut, remove and legally dispose of selected electrical equipment, components and as a modification or addition to the original design. Work shall be updated on a weekly D.HVAC, Plumbing, Fire Protection, and Electrical Drawings are diagrammatic. They B.Should the Contractor discover an discrepancy between actual measurements and those materials as indicated, including, but not limited to, removal of electrical items indicated to basis and shall be made available for review b Architect. Failure to perform this work occasioned by defects and failures of equipment to meet specifications at no additional REVISIONS: Y P Y g Y R indicate general arrangements of mechanical and electrical systems and other work. indicated, which prevents following good practice or the intent of the drawings and be removed and items made obsolete b the work. shall be reason for withholdin requisition payments. In addition, takephotographs of all cost to the owner. Y 9 q P Y They do not show all offsets required for coordination nor do they show the exact routings NO. DESCRIPTION DATE specifications, he shall notify the A/E. J.Protect the structure, furnishing, finishes, and adjacent materials not indicated or concealed equipment in gypsum board ceilings, shafts, and other concealed, inaccessible O.Any defects or deficiencies discovered in any of the electrical work shall be corrected at and locations needed to coordinate with structural and other trades and to meet 1.6 EXAMINATION OF SITE scheduled to be removed. Protect the electrical work and the work of others in a manner work. At completion of work, make copies of photographs with written explanation on no cost to the owner. Architectural requirements. EQUIP. REVS. 1/31/18 back.These shall become part of Record Documents. P.All testis best suited to the particular case. Correct any damage done to any work at no additional g shall be compatible with the manufacturer's installation instructions. E.In all spaces, prior to installation of visible material and equipment, includin A.Prior to submitting bid, visit the site where the work is to be performed and the materials pg access t A i i Record A t t l r work ti l At B cost. B. completion of wo prepare a complete se of Recos-Built Drawings n uoCAD, panels, review Architectural Drawings for exact locations and where not definite) are to be delivered. Failure in this respect shall not excuse the Contractor from his 1.20 SEISMIC RESTRAINT R g Y obligation to supply and install the work in accordance with the plans and specifications K.Provide and maintain temporary partitions or dust barriers adequate to prevent the spread Computer Aided Drafting (CAD) software, showing all systems as actually installed, indicated, request information from Architect. Where the electrical work shall interfere with 9 RR Y including all fire alarm and electrical circuit The Record As-Built Drawings computer A.It is the intent of this seismic specification to keep all electrical building system and under all conditions,as they exist. of dust and dirt to adjacent areas. g ry• g p the work of other trades, assist in working out the space conditions to make satisfactory files shall be made available to the Architect, Engineer and Owner prior to final payment. components in place during a seismic event. B.B submitting a bid, this Contractor warrants that all specification sections and drawings L. Locate, identify, and protect electrical services passing through areas that are to under-go g p R y adjustments before installation. Without extra cost to the Owners, make reasonable Y g p C.The Architect will not certify the accuracy of the Record Drawings. This is the sole B.All electrical systems must be installed in strict accordance with seismic codes, modifications to the work as required by normal structural interferences. Pay the General showing equipment for plumbing, heating, ventilation, air conditioning, electrical, and remodeling or demolition. Electrical services serving other areas required to be ty Y g ' component manufacturer's and building construction standards. Whenever a Conflict architectural, have been examined and is familiar with the conditions and extent of work maintained, and transit services must be interrupted, provide temporary services for the responsibility of the Electrical Contractor. P g Contractor for additional openings, or relocating and/or enlarging existing openings affecting this contract. affected areas and notify the Owner prior to changeover. D.This trade shall submit the record set for approval by the Fire and Building Departments in occurs between the manufacturer's or construction standards, the most stringent shall through concrete floors, walls, beams and roof required for any work which was not a form acceptable to the departments,when required by the jurisdiction. apply. properly coordinated. Maintain maximum headroom at all locations. All piping, duct, 1.7 EQUIPMENT AND MATERIALS 1.10 SUBMITTALS C.This contractor shall engage a professional structural engineer registered in the conduit,and associated components to be as tight to underside of structure as possible. A.All equipment and materials for permanent installation shall be the products of recognized A.Within fifteen(I 5)business days after the date of notice to proceed and before purchasi E.Drawings shall show record condition of details, sections, riser diagrams, control changes ng jurisdiction of this project to review the entire installation to determine all seismic restraint Schedules shall show actual manufacturer and make and F.If any electrical work has been installed before coordination with other trades so as to manufacturer's and shall be new, unless noted for re-use, without damaged, functional or any materials or equipment, submit for approval a complete list, in six (6) copies, of all and corrections to schedules. requirements and methods. Contractor shall submit a report outlining the structural cause interference with the work of such trades, all necessary adjustments and DRAWN BY: SPC aesthetic components. materials to be incorporated in the work. model numbers of final equipment installation. engineers review as well as seismic restraint shop drawings and supporting calculations p p g P g PP g corrections shall be made by the trades involved without extra cost to the Owners. B.New equipment and materials shall: B.Shop drawings/manufacturer's cuts are required for: 1.15 WARRANTIES prepared by the professional structural engineer for review by the Architect. G.Where conflicts or potential conflicts exist and engineering guidance is desired, submit n _ r n R g g g SCALE: '�/(,�, _ 1 -O A.Refer to the Conditions of the Contract (General and Supplementary) and Division 1 for D.Seismic restraints shall be designed in accordance with seismic force levels as detailed in sketch of proposed resolution to Architect and Engineer for review and approval.1. Be Underwriters Laboratories, Inc. (UL)labeled and/or listed where specifically called 1. Wire&Cable. p p g� pp oval. for,or where normal) subject to such UL labeling and/or listing services definitions, requirements and procedures. the applicable building code. Y 1 g g 2.Lighting Fixtures. PART 2-PRODUCTS 2.Be without blemish or defect. B.All work and equipment furnished under this Section shall be guaranteed free from 1.21 TEMPORARY LIGHT AND POWER 3.Panelboards. 2.1 CONDUIT DRAWING NO.: defects in workmanship or materials for a period of one (1)year, unless specifically noted A.Under this Section of the specifications, this Contractor shall provide temporary electric 3.Be in accordance with the latest applicable NEMA standards. 4.Disconnect Switches. otherwise for a particular system, from the date of final acceptance of the systems as set A.Minimum Size: Y4-inch, unless otherwise specified. service, sized suitable for construction for each trade. This contractor shall provide all 4.Be products, which will meet with the acceptance of the agency inspecting the 5.WiringDevices and Plates. forth in this Contract. The Subcontractor shall replace any defective work developing , material and labor for temporary electrical service per the ioca! power company's B.Underground Installations: electrical work. Where such acceptance is contingent upon having the products during this period, unless such defects are clearly the result of misuse of equipment by 6.Fire Alarm System. requirements and standards with all necessary panelboards, disconnect switches, 1. More than Five Feet from Foundation Wall: Use thick wall nonmetallic conduit examined, tested and certified by UL or other recognized testing laboratory, the persons not under the control of the Subcontractor, without cost to the Owner. Where transformers, conduit, wiring, etc. as required. This contractor shall a all associated product shall be so examined,tested and certified. 7.Fire Stopping Materials. such defective work results in damage to work of other Sections, all such work shall be g q pay concrete encased. El 03 C.After the list has been processed, submit complete shop d costs, upfront. C.For all equipment,which is to be installed but not purchased as part of the electrical work, p p p drawings of all equipment. restored to its original condition by mechanics skilled in the affected trade, at the expense 2.Within Five Feet from Foundation Wall: Use rigid steel conduit concrete encased. These shop drawings submittals shall be submitted within thirty days after the processing of the Subcontractor. The Subcontractor shall submit a separate written guarantee B Where temporary electrical service cannot n- obtained from the local power company, the electrical work shall include: P g rtY Y P 9 R g this contractor shall provide a temporary, on-site, electric generator with all necessary 3.In or Under Slab on Grade: Use plastic coated conduit. I STAMP: �jN OF MgsS eNGIN I ERVICES RAYMOND W.�G DUSSEAULT III m ELECTRICAL N . 9 cn 141 Industrial Highway Slatersville, RI 02876 r/sTE 1 2 3 4 rJ s 7 $ Tel (401) 765-7659 Fax (401) 765-2984 I I I I HP-1 I I I I I Lu NIt cy) C � I I Q ~ cj c ti #TC-� C ' z 0,6 � Q rn � , H I I I V W H M } p a i i i i i 1 1 DN E E I Z O o Lu, V U i i i i i i i LL m F - - - - - - - - - - - - — - - - - - - - - - - HP-1 I I a � a U ® 4 E _ I 4 TP-1 T J N i i i I Z Co O i I i Q I I G I W D D D 4 p co °PEI TP-11 ',/ESTIB LE WR 5 c P - Io p ro 101 E 100 o 0 o 1 I HP-1 ch C) Q I D D D D D N 4 1 , LVa 4 TP-1 - - - _ C TC-2 - - - - - - - E LJ-JT i ----------- B i �B _ H W I B SERVICE ARE B RRI Till rIN-s- L cj) CD L,,-Ii D i L I Otj C c ME <C W H R N z W C — — — - - - - - - — — — - - --- ---- - - - - - - - - - - - - - - - - - - - - -� W rr_ _ _ r---------- iu=- ' II --- - _ RENTAL OFFICE - _ � OR RETAIL SPACE I Q 0 36 ' - -- _ --- --- I 10 Z -- --- --- I C ------ -------- --- --------- - -------- --------- Wp CLG C CI I Q vjjot r CI DTS KIT E FT I W O - --*t-T-;- t Lo --- --- i 6 LOWr I LL C C OFFICE � I - - --- --- , TITLE: 6 '� r- - - - -' - - - J TP-1 ; __ I ELECTRICAL: B B FIRST FLOOR PLAN - JL I - - DATE ISSUED: 02.16.2018 I � WD Y REVISIONS: NO. DESCRIPTION DATE I � RUN EXTERIOR LIGHTING CIRCUITS I EQUIP. REVS. 1/31/18 THRU PHOTOCELL&TIMECLOCK HP-1 CONTROLLED CONTACTOR.SEE DIAGRAM ON THIS DRAWING. I (TYPICAL) I I I I I I I I 1 Z 5 $ DRAWN BY: SPC SCALE: 1/411 _ 1 r_oer DRAWING NO.: ELECTRICAL: FIRST FLOOR PLAN - LIGHTING 1 /4 - 11.011 STAMP: ����\{OF Mgss9� eNGIN u� I ERVICES o RAYMONDW. DUSSEAULT III r'n ELECTRICAL N . 9 cn 141 Industrial Highway Slatersville, RI 02876 Fcis-- Tel (401) 765-7659 Fax (401) 765-2984L 2 3 4 5 6 7 8 FOOD SERVICE EQUIPMENT CONNECTION TAG: MECHANICAL EQUIPMENT CONNECTION TAG: iL�' REFER TO"EQUIPMENT SCHEDULE"ON DRAWING E2.2 Lu # REFER TO"MECHANICAL EQUIPMENT ELECTRICAL FOR ALL CIRCUITING INFORMATION, INCLUDING BUT NOT m N N CONNECTION SCHEDULE"ON DRAWING E2.2 FOR LIMITED TO BRANCH CIRCUITING WIRING AND CONDUIT Gt( `� N ALL CIRCUITING INFORMATION, INCLUDING BUT I SIZE,VOLTAGE, PHASE, MOTOR CONTROL, DISC.SWITCH H O ti 1 I NOT LIMITED TO BRANCH CIRCUITING WIRING AND &CIRCUIT BREAKER. W D CONDUIT SIZE,VOLTAGE, PHASE,MOTOR ® w = o CONTROL, DISC. SWITCH&CIRCUIT BREAKER. W j = . M # EQUIPMENT ITEM # p a RADIO-BOX ERIFY EXACT �,� V LOCATION WITH FIRE I 1 > N� O 1 1 I 1 1 1 1 I 1 1 1 1 I G{. , i 1 DEPARTMENT. � a= RADIO MASTER-BOX O I I 1 1 I 1 1 1 1 1 1 1 I I 1 I 1 1 1 1 I I I 1 1 I 1 i DN ANTENNArUL M V 1 1 1 I 1 ! 1 I 1 I 1 1 1 1 1 I I I I I I i 1 I 1 I 1 I 1 I 1 I I I I FIRE ALAI REMOTE � � a> F 1 1 1 I I I I I I 1 I I I I 1 1 ANNUNCI1 TOR. - 1 I i 1 I 1 1 1 I 1 I I 1 I i 1 1 I I 1 I I i I 1 I I 1 1 I Q 1 1 I I I 1 1 I 1 1 1 1 Z Ir- G - - - - - - - - - - - - - - - - - - 0 - 1 - mm r--- --- — — — — — — — — — — — — — — — — — — a° - - F ~ w Lo ® O Lu f/) O 1 1 I I TP-1 H 1 1 1 I iLu 014 I I I I ■�Vy) IX t= 175cd i i 17 i i M�` `.. N i I ■ o. :■ a co CUSTOMER AREA Q VESTIBULE �� o / RETAIL SPACE ; ; ■o o ,I D1 10 � Lo 101 P-1 "' 1 1 \\ tJ/ried Tvd L----------- W 11 1 -- ------p - - - - - - - - - - - � I SERVICE AREA 31 CORRID 75cd 12 I w 1 3 10 10 6 t5/7W 12 ; I O w ^ ° 42 L1 O I \ ILIA 12 ; TP-1 16 I i 0 7rcxn 1 WC 5134 I 32 7 1 I I I L �} I I Wc1 17 OMEN ; U ., 1 , w CD _ 15p5cd 10 8 %15cd ; z w - - - - — - - - - - - WC f9T 42 - - - - - - - - - - - - - - - - - - HP-1Oil N r- _ =------------------- I // � 300 AT/2P/3R RENTAL OFFICE oe$ \ NC CLG ----- -------------- ❑R RETAIL SPACE z 53 ® O \ 1 ® 1 7 I `.\ I I 19 ° ; -------------------- ; ` 10 9 O Ci/ ` 0 W I M TP-1 I -------------------- I U W --------------------------------�-- ----- --------- -------; ELECTRIC WATER HEATER i_ I 1 (TYPICAL(5F 3 O 1 -------------------- 1 BY P.C.AND WIRED BY E.C. ����11• (/) -' @1 75od 11 \ CONNECT TO HOUSE v J 'r TIE HOOD FIRE SUPPRESSION — 19T TP-1 `% i i -- --- -- -- ----- i PANEL. w . 0 SYSTEM INTO BUILDING FIDE I as t l CLG K I C H E N CLG ALARM SYSTEM. I 52 ® O 3 Q 1s �i O Q i -------------------- i Lo 11 - - I -------------------- 1 N ---------------------- F.A.SYSTEM CONTROL MODULE FOR GAS SOLENOID VALVE.VERIFY r- _ _ O I I L^L EXACT LOCATION w/PLUMBING 7 9 57 ____________________ L.L CONTRACTOR. I ; I I 1 TP-1 \ -------------------- i 47 I I 3 4 ©0 I -------------------- I / 1 --------- 1 ---------- TITLE: 197 ❑F F 3 P-[1 as W 1 I PANELBOARD"TP-2". VERIFY EXACT LOCATION 1074 O OFT i - - - - - - - i WITH OWNER PRIOR TO BID. ELECTRICAL. 75W STAIRS & FIRST LOADING AREA I - -- 0 5 105 - - - - - - - - - - g FLOOR PLAN f 7 0 0 o WP WC --- o o ¢ DATE ISSUED:02.16.2018 q - - - - - - - - - - - - - I 1 � REVISIONS: ' 11 I NO. DESCRIPTION DATE - --------------------------------------- 2 5 I EQUIP. REVS. 1/31/18 TP-1 I E SHEET KEYED NOTES: I I I ( 1 } E.C. SHALL PROVIDE A CEILING MOUNTED GFCI RECEPTACLE AND CORD REEL WITH A DUPLEX 20AMP 125VOLT GFCI RECEPTACLE. PROVIDE A DEDICATED 120V,20-AMP CIRCUIT.VERIFY EXACT LOCATION WITH OWNER&G.C. CORD REEL SHALL BE EQUAL TO HUBBELL I #HBL45123GF20-HBL5352GY-HBL52CM21. PROVIDE BLOCKING AS REQUIRED. ( 2 j E.C.SHALL PROVIDE A DEDICATED 120V,20-AMP CIRCUIT FROM WP JUNCTION BOX FOR HEAT I I DRAWN BY: �-1 TRACE CABLE BEING PROVIDED BY THE P.C.VERIFY EXACT LOCATION WITH P.C. PRIOR TO ANY SPC WORK. SCALE: 1/411 _ 11_01, DRAWING NO.: ELECTRICAL: FIRST FLOOR PLAN — POWER & SIGNAL 1 /4 = 1 1-01 STAMP: F O O D S E R V I C E E Q U I P M E N T S C H E D U L E MECHANICAL E UIPMENT ELECTRIC L C NN ���OF MqS Q A O ECTION SCHEDIGIN I ERVIC S p�'�� YMONDW9�G DUSSEAULT III m ELECTRICAL ITEM TY DESCRIPTION ELECTRICAL & N Cn P1 EQUIPMENT CHARACTERISTICS CIRCUIT DISCONNECT SWITCH (� W LOCAL # DESCRPITION LOCATION CIRCUIT BREAKER FEEDER&CONDUIT MANUAL MOTOR����l lL1 IqI Hic hway Slater*@WAF&1502876 FGrSTE G. ~ > > DISCONNECT SWITCH / VOLTS PH FREQ. (KW)/HP FLA (HACK TYPE SIZE FUSE POLES NEMA Tel (401) 765-76 Fax (401) 765-2984 K�VA1. < W v v8 FEEDER & CONDUCE RECEPTACLE ITEM No. Y. a CL V 0 IX Ir IX m RTU-1 UNIT ROOFTOP SEE PLANS 208 3 60 - 37.2 TP1/63,65,67 50A/3P 3#6+1#10 G. IN 3/4"C. 60 50 3 3R WITH FUSING PROVIDE"FUS ING AS INDICATED DISCONNECT SWITCH SEE BELOW 2 1 UNDERBAR GLASS DOOR COOLER 2.8 - 120 1 IX TP1/8 15 1 2 2 + 1#12G IN 3 4"C. GFCI NEMA 5-15R OUTLET 2 ROOFTOP 71 PROVIDE"WP"DISCONNECT SWITCH 3 1 UNDERBAR SOLID DOOR COOLER 3.5 - 120 1 X TP1 10 15 1 2 2 + 1 2G IN 3 4"C. GFCI NEMA 5-15R OUTLET RTU- UNIT SEE PLANS 208 3 60 - 27.2 TP1/69, ,73 40A/3P 3#8+1#10 GND. IN 3/4"C. 60 40 3 3R WITH FUSING AS INDICATED SEE BELOW 4 f ESPRESSO GRINDER 2.9 - 120 1 X 7P1 12 15 1 2#12 + 1112G IN 3 4"C. GFCI NEMA 5-15R OUTLET ROOFTOP " PROVIDE"WP"DISCONNECT SWITCH L RTU-3 UNIT SEE PLANS 208 3 60 - 20.6 TP1/75,77,79 30A/3P 3#10+1#10 G. IN 3/4 C.. 30 30 3 3R WITH FUSING AS INDICATED SEE BELOW 5 1 COFFEE (MINDER 9.4 - 120 1 X TP1 14 20 1 2 2 + 1 2G IN 3 4"C. GFCI NEMA 5-20R OUTLET W Ic- 6 1 POUROVER COFFEE BREWER 13. - MAKE UP AIR - - - - - PROVIDE MOTOR RATED TOGGLE Gn N 0 9 120 1 X TP1 16 20 1 2 2 ♦ 1 2G IN 3 4 C GFCI NEMA 5-20R OUTLET MUA-1 SEE PLANS 208 3 60 1 HP TP1/57,59,61 15A/3P 3#12+1#12 G. IN 3/4"C. SEE BELOW � M " UNIT SWITCH WITH THERMAL OVERRIDESC 7 1 ESPRESSO MACHINE 13 - 120 1 X TP1 f 8 20 1 2 2 + 1 2G IN 3 4 C. GFCI NEMA 5-20R OUTLETw o 13 1 DISPLAY CASE NON-REFRIGERATED E}7 120 1 X TPf 20 15 1 2 ♦ 1 2G IN 3 4"C. - - - - - PROVIDE MOTOR RATED TOGGLE GFCI NEMA 5-15R OUTLET KEF-1 EXHAUST FAN SEE PLANS 208 3 60 1 HP TP1/51,53,55 15A/3P 3#12+1#12 G. IN 3/4 C. SEE BELOW o SWITCH WITH THERMAL OVERRIDES Cd 14 1 DISPLAY CASE SELF-CONTAINED 9.6 - 120 1 X TP1 22 20 1 2f 2 ♦ 1#12G IN 3 4 C. GFCI NEMA 5-20R OUTLET w :'SS CEF-1 EXHAUST FAN SEE PLANS 120 1 60 113W - TP1/49 15AMP 2#12+1/#12 G. IN 3/4"C. - _ _ _ PROVIDE MOTOR RATED TOGGLE SEE BELOW ~ 15 1 POS SYSTEM - - 120 1 X TP1 24 20 1 2#12 + 1#12G IN 3/4-C. GFCI NEMA 5-20R OUTLET SWITCH WITH THERMAL OVERRIDES p a 20 - 208 1 X TP1 26 25 1 2 10 + 1#10G IN 3 4 C. GFCI NEMA 5-25R OUTLET - - PROVIDE MOTOR RATED TOGGLE co 16 2 MICROWAVE OVEN CEF-2 EXHAUST FAN SEE PLANS 120 1 60 113W TP1/49 15AMP 2#12+1#12 G. IN 3/4"C. - - - SEE BELOW C) F- - 20 - 208 1 X TP1 28 25 1 2 0 + 1 f10G IN 3 4 C. GFCI NEMA 5-25R OUTLET SWITCH WITH THERMAL OVERRIDES :Dj a 17 1 CONVECTION OVEN 6 - 120 1 1X1 TP1 30 15 1 2#12 + 1#12G IN 3 4 C. GFCI NEMA 5-15R OUTLET w o 20 1 30 t MIXER 13.6 - 120 1 X1 TP1 32 20 1 2 f12 + 1#12G IN 3 4 C. GFCI NEMA 5-20R OUTLET 1. COORDINATE WITH HVAC CONTRACTOR&DRAWINGS FOR EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT PRIOR TO INSTALLING ELECTRICAL COMPONENTS. LL m c6 21 1 PROOFER 14 - 120 1 X TP1 34 20 1 2 2 + f 2G IN W 3 4"C. WCI NEMA 5-20R OUTLET �' W 2. COORDINATE WITH PLUMBING CONTRACTOR&DRAWINGS FOR EXACT LOCATIONS OF ALL PLUMBING EQUIPMENT PRIOR TO INSTALLING ELECTRICAL COMPONENTS. - 22 1 REACH-IN REFRIGERATOR 6.9 - 120 1 X TP1 36 15 1 2112 + 1 2G IN 3 4"C. GFCI NEMA 5-15R OUTLET M C.) 23 1 REACH-IN FREEZER 9.6 - 120 1 X TP1 38 20 1 2 2 + 1 2G IN 3 eC. GFC NEMA 5-20R OUTLET 3. ALL DISCONNECTING MEANS SHALL BE SUPPLIED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. z '" 4. ALL STARTERS,VFDS ETC.SHALL BE SUPPLIED AND INSTALLED BY THE MECHANICAL CONTRACTOR.ELECTRICAL CONTRACTOR SHALL WIRE ALL HVAC EQUIPMENT. 24 1 SLICER 2 - f 20 1 X TP1 40 15 1 2 2 + 1 2G IN 3 4 C. GFCI NEMA 5-15R OUTLET 4. � a 25 1 UNDERCOUNTER DISHMACHINE 12 - 120 1 X TP1 42 20 1 2 2 + 1 2G IN 3 4"C. 30AF 20AT 1 P 3R 5. ALL HVAC CONTROL WIRING SHALL BE PROVIDED BY OTHERS. _ 27 1 CRISP N HOLD FOOD STATION 0.4 - 208 1 X TP1 19,21 15 2 2#12 + 1#12G IN 3 4 C. 30AF 15AT 2P 3R J LU ~ 28 1 LIL ORBIT CART 20 - 120 1 X TP1 23 25 1 2#10 + 111OG IN 3 4 C. 30AF 25AT 1 P 3R ~ c c 29 1 LIL ORBIT DONUT MAKER 20 - 120 1 X TP1 25 25 1 2#10 + 1#1OG IN 3 4 C. 30AF 25AT 1 P 3R 0 U w 30 1 SHEETER - - 120 1 X TPf 27 20 1 2 2 + 1 2G IN 3 4 C. GFCI NEMA 5-2OR OUTLET C 32 1 CONVEYOR TOASTER 13 - 208 1 X TPf 29,31 20 2 2 2 ♦ 1 2G IN 3 4"C. 30AF 20AT 2P 3R LIGHTING FIXTURE SCHEDULE m � ° N 33 1 REFRIGERATED BAKERY CASE 9.8 - 120 1 X TP1 33 20 1 2J12 ♦ 1#12G IN 3 4 C. GFCI NEMA 5-20R OUTLET ■o o ? M 34 1 PANINI PRESS 13.5 - 208 1 X TPf 35,37 20 2 2J12 + 1#12G IN 3 C. 3E?AF 20AT 2P 3R LAMPING ■ -' o b TYPE MANUFACTURER CATALOG No. MOUNTING VOLTAGE DESCRIPTION/REMARKS 2 C3 20 - 120 1 X TP1 39 30 1 2 0 + 1 OG IN 3 4 C. 30AF 30AT 1 P 3R ■ M 35 2 OPEN REFRIGERATED MERCHANDIZER M9 AT 1P TYPE WATTAGE QTY. o a 20 - 120 1 X TP1 41 30 1 2 0 + 1 OG IN 3 4 C. 13 - 120 1 X TPf 44 20 1 2 2 + 1 OUTLET 2G IN 3 4 C. GFCI NEMA 5-20R 36 2 SMOOTHIE BLEANDER 13 - 120 1 X TP1 46 20 1 2�12 + f�12G IN 3 4 C. GFCI NEMA 5-20R OUTLET A H.E.WILLIAMS LX4S-4-L8-835-S-A-UNV SURFACE LED 31 - 120 SURFACE MOUNTED 4'STRIP LIGHT. 43 1 FREEZER CHEST 5 - 120 1 X TP1 48 15 1 2#12 + 1#12G IN 3 4 C. GFCI NEMA 5-15R OUTLET 2'X 2'RECESSED TROFFER. PROVIDE MANUFACTURER'S 58 1 FOOD SERVICE EXHAUST HOOD LIGHTS 3.9 - 120 1 X 7131 50 15 1 2#12 + IJ12G IN 3 4"C. TOGGLE SNATCH IN NEMA-3R ENCLOSURE B H.E.WILLIAMS LT-22-L43/835-AF-UNV RECESSED LED 41 - 120 PLASTER TRIM KIT WHERE LOCATED IN GYPSUM CEILINGS. 59 1 FREEZER CONDENSER 12.6 - 208 1 X TP1 52,54 20 2 2#12 + 1#12G IN 3/4-C. 30AF 20AT 2P 3R (REFER TO ARCHITECT'S PLANS FOR CEILING TYPES) Z 60 1 REFRIGERATOR CONDENSER 5.8 - 208 1 X TP1 56,58 15 2 2#12 + 1#12G IN 3 4 C. 30AF 15AT P 3R W " C H.E.WILLIAMS LPT-24-L43/835-S-AF12095-UNV RECESSED LED 50 - 120 2 X 4 RECESSED TROFFER WITH PRISMATIC LENS AND 3-WAY C 61 1 FREEZER COIL EVAPORATOR 7 - 208 1 X TP1 60,62 15 2 2 2 + 1 2G IN 3 4 C. 30AF 15AT 2P 3R GASKETING PER THE HEALTH DEPARTMENTS REQUIREMENTS. G 62 1 REFRIGERATOR COIL EVAPORATOR 0.6 - 120 1 X TP1 64 15 1 1 2 2 + 1#12G IN 3 4 C. MOTOR RATED SWITCH WITH THERMAL OVERLOADS Q. W 63 1 BEVERAGE COOLER POWER PACK 5.3 - 120 1 X TP1 66 15 1 2 2 + 1 2G IN 3 4 C. MOTOR RATED SWITCH NTH THERMAL OVERLOADS E ULTRALIGHTS 11197L20-04 WALL LED 8 _ 120 LED WALL SCONCE WITH DIMMING CAPABILITIES. 0 W (VERIFY MOUNTING HEIGHT WITH ARCHITECT) � n/ NOTE. RECESSED 6"DOWNLIGHT. PROVIDE FIRE RATED LIGHT COVER W L0 ALL FOODSERVICE EQUIPMENT SHALL BE PROVIDED WITH A NEW ELECTRICAL CIRCUIT, OCPD, CONNECTION, LOCAL DISCONNECTING MEANS, ETC... FOR A COMPLETE AND OPERATING G OMEGA LIGHTING OM6LED-39-120-R6 LED-35K-MD-CS RECESSED LED 39 - 120 ABOVE 1-HOUR RATED CEILINGS EQUAL TO TENMAT#FF109-350 ELECTRICAL INSTALLATION. THE ELECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL AND CONNECTION REQUIREMENTS. INCLUDING RECEPTACLE NEMA CONFIGURATIONS, FOR EACH LIGHTING FIXTURE. �f , U) N DISCONNECT SWITCH SIZES, CIRCUIT SIZES, CIRCUIT BREAKER SIZES, ETC.. FOR ALL FOODSERVICE EQUIPMENT WITH THE APPROVED FOODSERVICE EQUIPMENT SHOP DRAWING ` •^^• C) SUBMITTALS PRIOR TO ORDERING ANY ELECTRICAL MATERIAL OR PERFORMING ANY RELATED WORK. ANY DISCREPANCIES BETWEEN THE FOODSERVICE EQUIPMENT SCHEDULE & D - (SELECTED BY ARCHITECT) RECESSED LED - - 120 DECORATIVE 6" DOWNLIGHT. L� PLANS AND THE APPROVED FOODSERVICE EQUIPMENT SHOP DRAWING SUBMITTALS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNERS REPRESENTATIVE do ARCHITECT FOR RESOLUTION. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AN AS-BUILT PLAN INDICATING THE LAYOUT OF THE KITCHEN EQUIPMENT AND ALL CIRCUIT INFORMATION AT THE -'� Q COMPLETION OF THE CONSTRUCTION. H - (SELECTED BY ARCHITECT) WALL LED - - 120 DECORATIVE EXTERIOR WALL SCONCE. Q W (VERIFY EXACT MOUNTING HEIGHT WITH ARCHITECT) -� G WET-LOCATION RECESSED LED 6"DIAMETER DOWNLIGHT FIXTURE. ��/ W U PHILIPS LIGHTOLIER C6L1520-DL-35K-CCL-W-C6L20-N-1-VB RECESSED LED 39.5 - 120 PROVIDE PLASTER TRIM KIT WHERE LOCATED IN GYPSUM fy Z_ P... J CEILINGS(REFER TO ARCHITECT'S PLANS FOR CEILING TYPES). W S 04 J G KITCHEN NOTES Y GARDCO 121-32L-700-NW-G3-3-120-F1 WALL LED 70 - 120 EXTERIOR WALL LIGHT. 2 r 0 (VERIFY EXACT MOUNTING HEIGHT WITH ARCHITECT) C 06 > 1. PANEL(s)SERVING KITCHEN EQUIPMENT SHALL BE FURNISHED WITH SHUNT TRIP TYPE NOTES: c Z 0 � W CIRCUIT BREAKERS WHICH SHALL BE INTERFACED WITH R SET OF CONTACTS ON THE HOOD LIGHTING CONTROL COMMISSIONING NOTES: 1.ALL LIGHT FIXTURES SHALL BE PROVIDED WITH LED LAMPS INSTALLED READY FOR OPERATION.ALL LED LAMPS SHALL HAVE THE SAME COLOR TEMPERATURE FROM A SINGLE LAMP MANUFACTURER. M (Q FIRE PROTECTION SYSTEM TO CAUSE AUTOMATIC INTERRUPTION OF POWER WHENEVER THE U W FIRE SUPPRESSION SYSTEM IS ACTUATED.A PAIR OF CONDUCTORS SHALL ALSO BE RUN TO 2. ELECTRICAL CONTRACTOR SHALL ALLOW TIME FOR DIRECTIONAL ADJUSTMENT OF ALL LIGHT FIXTURES AS DIRECTED BY ARCHITECT, ENGINEER AND/OR OWNER REPRESENTATIVE. CV ♦♦^) GAS SOLENOID VALVE TO CAUSE GAS SOURCE TO EQUIPMENT UNDER HOOD TO BE SHUT OFF. 1. SYSTEM START UP AND COMMISSIONING SHALL INCLUDE SYSTEMS FOR LIGHTING CONTROL 3. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE LIGHTING FIXTURE MANUFACTURER AND LIGHTING CONTROLS MANUFACTURER TO PROVIDE COMPATIBLE COMPONENTS BETWEEN LIGHTING V J I V J EQUIPMENT, DAYLIGHT HARVESTING CONTROLS, SWITCHES, OCCUPANCY/VACANCY SENSORS AND WIRING. 0 2. PROVIDE SHUNT TRIP TYPE BREAKERS AS DESCRIBED IN NOTE 1,ABOVE FOR ANY EQUIPMENT FIXTURES AND ASSOCIATED CONTROLS. (TYPICAL) W LOCATED BELOW THE KITCHEN EXHAUST HOODS. THE SYSTEM START-UP AND COMMISSIONING SHALL INCLUDE BUT NOT BE LIMITED TO VERIFYING EQUIPMENT 4.THE ELECTRICAL CONTRACTOR SHALL PROVIDE FOR ALL SITE POLE MOUNTED LED LIGHTING FIXTURES A THERMALLY PROTECTED SURGE PROTECTIVE DEVICE AND CONNECTED PER THE MANUFACTURER'S -ITEM#27 SELECTION , EQUIPMENT INSTALLATION ARE CORRECT FOR THEW WITHIN 1 DESIGN INTENT, OVERSEEING INSTALLATION INSTRUCTIONS.THE THERMALLY PROTECTED SURGE PROTECTIVE DEVICE SHALL BE EQUAL TO LITTLEFUSE#LSP10. (TYPICAL) /�'ti LO -ITEM#28 FUNCTIONAL TESTING, OWNER TRAINING,AND WARRANTY REVIEW WITHIN 10-MONTHS OF SUBSTANTIAL 0 -ITEM#29 COMPLETION. THE CONTRACTOR AND LIGHTING CONTROLS MANUFACTURER SHALL COORDINATE WITH THE N OWNER ON ALL OPERATION TIMES, SET POINTS, SENSITIVITY SETTINGS AND DELAY SETTINGS AND PROGRAM 0 r 3. E.C.SHALL PROVIDE&INSTALL SWITCH TO CONTROL EXHAUST HOOD LIGHT.COORDINATE SYSTEMS ACCORDINGLY. THE LIGHTING CONTROLS MANUFACTURER SHALL REVIEW SHOP DRAWINGS FOR WITH ARCHITECT&VENDOR FOR EXACT SWITCH REQUIREMENTS AND LOCATION. DIMMING BALLASTS TO BE USED AND VERIFY IN WRITING THE ASSOCIATED CONTROLS ARE COMPATIBLE 4. E.C.SHALL MAKE ALL DIRECT CONNECTIONS WITH LIQUID-TIGHT FLEXIBLE METAL CONDUIT WITH SUCH DIMMING BALLASTS.AT A MINIMUM,THREE SITE VISITS AND/OR MEETINGS SHALL BE REQUIRED UNLESS OTHERWISE NOTED. CONNECTIONS TO MOVABLE EQUIPMENT SHALL INCLUDE AND SHALL BE INCLUDED AS PART OF THIS PROJECTS SCOPE OF WORK. IF FINDINGS, NON-ACCESS TO SUFFICIENT SLACK TO ALLOW EQUIPMENT TO BE PULLED AWAY FROM WALL FOR SERVICING. REVIEW SYSTEM OR CONCLUSIONS REQUIRE ADDITIONAL SITES VISITS, THEN THEY SHALL BE PROVIDED AT 5. E.C. SHALL COORDINATE ALL CORD&PLUG CONNECTIONS WITH THE FOOD SERVICE NO ADDITIONAL COST TO THE OWNER. EQUIPMENT SUPPLIER TO ENSURE PROPER RECEPTACLE CONFIGURATIONS&LOCATIONS OF TITLE: OUTLETS. a) PRE-INSTALLATION VISIT-MANUFACTURER SHALL PROVIDE A FACTORY AUTHORIZED TECHNICIAN TO 6. E.C.SHALL FURNISH AND INSTALL ALL NECESSARY 24V INTERLOCK WIRING BETWEEN THE CONFIRM PROPER PLACEMENT OF ALL LIGHTING CONTROL SYSTEM COMPONENTS AND VERIFY HIGHLY EVAPORATOR AND CONDENSING UNITS. REFER TO FOOD SERVICE EQUIPMENT REFLECTIVE FINISHES, UNFORESEEN ARCHITECTURAL OBSTRUCTIONS, FURNITURE, PENDANT LIGHTING ELECTRICAL: MANUFACTURER'S WIRING DIAGRAMS FOR EXACT REQUIREMENTS. FIXTURES,WINDOWS, ETC.WILL NOT IMPACT THE PROPER FUNCTION OF THE SYSTEM. 7. E.C.SHALL WIRE KITCHEN FIRE SUPPRESSION SYSTEM INTO THE FIRE ALARM SYSTEM VIA AN b) CONSTRUCTION VISIT-MANUFACTURER SHALL PROVIDE A FACTORY AUTHORIZED TECHNICIAN TO REVIEW SCHEDULES INDIVIDUAL ADDRESSABLE MODULE. REFER TO FIRE ALARM SYSTEM ONE-LINE DIAGRAM ON WIRING AND INSTALLATION METHODS WITH INSTALLING CONTRACTOR . ELECTRICAL DRAWINGS. 8. E.C.SHALL REFER TO"FOOD SERVICE EQUIPMENT ELECTRICAL CONNECTION SCHEDULE"FOR c)START-UP COMMISSIONING VISIT SHALL INCLUDE THE FOLLOWING: CIRCUITING INFORMATION NOT SHOWN ON PLAN. - THAT ALL SWITCHES, OCCUPANCY/VACANCY SENSORS AND DAY-LIGHTING SENSORS ARE LOCATED, DATE ISSUED:02.16.2018 9. E.C.SHALL PROVIDE DISCONNECT SWITCHES FOR ALL DIRECT CONNECTED EQUIPMENT TO INSTALLED,AND ADJUSTED AS INTENDED BY THE FACTORY AND THE CONTRACT DOCUMENTS. MEET CODE. - THE OCCUPANCY/VACANCY SENSORS AND DAY-LIGHTING SENSORS ARE OPERATING WITHIN THE MANUFACTURERS SPECIFICATIONS. REVISIONS: THE SENSORS AND RELAY PANELS/CONTROLLERS INTERACT AS A COMPLETE AND OPERATIONAL NO. DESCRIPTION DATE SYSTEM TO MEET THE DESIGN INTENT. MANUFACTURER TO PROVIDE A WRITTEN STATEMENT VERIFYING THAT THE SYSTEM MEETS THE ABOVE EQUIP. REVS. 1/31/18 REQUIREMENTS. Notes: Following apply to all Foodservice Equipment Drawings. - CONFIRMS THAT ALL INPUT AND OUTPUT SETTING ARE CORRECT AND FUNCTIONAL, WIRING IS Connections, stub-outs and dimensions shown are to be used for estimating engineering requirements COMPLETE TO THE END DEVICE AND THE END DEVICE FUNCTIONS PROPERLY. only. No architectural or engineering service is intended or assumed. - TESTING THAT THE SYSTEM PROGRAMMING IS FUNCTIONAL AND SATISFIES THE DESIGN INTENT AND OWNER'S REQUIREMENTS.TESTING THE SYSTEM IN ALL MODES OF OPERATION, INCLUDING PROPER The Kitchen Equipment Contractor shall provide accurate 3/8"=V-0"stub-outs plans showing exact sizes OPERATION DURING AND RECOVERY FROM LOSS OF BUILDING POWER. and locations of all service stubs through walls and/or floors. Services of fixtures shall come out of walls whenever possible allowing clearance for traps, valves, switches, and the like. 2. SYSTEM TRAINING: Traps,drainlines,grease interceptors, shut-off valves and connecting piping shall be provided and - MANUFACTURER SHALL PROVIDE FACTORY AUTHORIZED TECHNICIAN TO TRAIN OWNER PERSONNEL IN installed by the Plumbing Sub-Contractor. THE OPERATION, PROGRAMMING AND MAINTENANCE OF THE LIGHTING CONTROL SYSTEM INCLUDING ALL OCCUPANCY/VACANCY SENSORS, DAY-LIGHTING CONTROLS, ROOM CONTROLLERS, DRAWN BY: Conduit,junction boxes, outlets, disconnects, and connecting wiring shall be provided and installed by CONTROLLED PLUG-LOADS, SWITCHES, ETC.. iMS the Electrical Sub-Contractor. Interwiring of refrigeration components and remote controls such as found on a garbage disposer shall be installed by the Electrical Sub-Contractor. 3. SYSTEM PROGRAMMING: SCALE: MANUFACTURER SHALL PROVIDE FACTORY AUTHORIZED TECHNICIAN FOR SYSTEM PROGRAMMING 1/411 = 1 -0 Blowers, ductwork and duct connections shall be provided and installed by the Heating and Ventilation INCLUDING: Sub-Contractor. Controls for such systems shall be provided and installed by the specified - WIRING DOCUMENTATION. sub-contractor. - SWITCH OPERATION. DRAWING NO.: All mounting heights to be verified with equipment specifications prior to installation of services. 4. CLOSEOUT: All exposed utility lines and pipes shall be installed in a way that does not obstruct or prevent the cleaning - AFTER ALL TESTING AND VERIFICATION IS COMPLETE, THE CONTRACTOR SHALL PROVIDE AS-BUILT of floors,walls and ceiling area. Minimum 6"off floors. DRAWINGS, OPERATION AND MAINTENANCE MANUALS, RECORDS OF FINAL SETTINGS. E202 Penetrations of any countertops, bases, gables, etc. by drains to be sealed with caulking. i STAMP: 4.Minimum Size: 1-inch. copper conductors with insulated ground and oversized neutral conductor(or one full size neat opening. Do not install flush mounting box back-to-back in walls; provide minimum B.Motor Control Equipment: Each motor shall have a starter furnished under this Section not fasten supports to pipes, ducts, mechanical equipment,and conduit. o of use spring neutral conductor for each phase conductor). Cable shall be U.L. listed/labeled, and shall 6-inches (150 mm) separation. Provide minimum 24 inches (600 mm) separation in where it is not bein su p p ��N qs C.Outdoor Locations,Above Grade: Use rigid steel conduit, g polled by other sections. Wire and installed under this Section, steel cli s and clam s. Do not use owder-actuated o n cuts ,1 OF M meet the requirements of NEC Art.334 and 675. acoustic rated walls. Secure flush mounting box to interior wall and partition studs. unless otherwise noted herein or on the drawings. members. Fabricate supports fro c ff�i�t ig I e �`� sq, D.In Slab Above Grade: Accurate! sition to allow for surface finish thickness. Use stam ed steel brid es to or use hexa on head bolts to `as�t E R V I C ES p� YMOND W. G K.Use armored cable (AFC Type HGF-90 or equal) for branch circuits and feeders in all y p° P g 1. Connect the motor starting devices for all motors,except where otherwise specifically g DUSSEAULT III m 1. Use rigid steel conduit. buildin s in the followin areas; data rocessin s stems, places of assembl , under fasten flush mounting outlet box between studs. Install flush mounting box without rigidity. Use spring lock washers under all nuts. ELECTRICAL � 3 1 g g P g Y y dama in wall insulation or reducin its effectiveness. provided for under other sections, furnish all necessary connections between 2.Maximum Size Conduit in Slab: % inch (19 mm); / inch (13 mm) for conduits raised floors, above suspended ceilings and in other environmental air-handling spaces. g g g controllers and motors, in conduit and leave motors ready to start. Change panelboards with minimum of four anchors. In wet I N . s �" crossin each other. This cable shall consist of 90°C THHN co er conductors with combined armor/bond wire I. Use adjustable steel channel fasteners for hun ceilin outlet box. Do not fasten boxes to supports to stand cabinets and panetboards og%jn��iS1yAl R 91I#*MWei�D2876 9 PP 1 9 9 connections, if necessary,to secure proper rotation of motors. � FGtSTE� �.' E.Wet and Dam Locations: Use ri id aluminum conduit. a ui ment lus a reen insulated round redundant Use insulated bushin s Cable ceilin su ort wires. Su ort boxes inde endentl of conduit. Use an box where more bridge studs above and below cabinets and pa bp ho 1 l q P ) P 9 9 ( ) g 9 PP PP P Y g 9 � � t � � t765-2984 p 9 2.Perform all the necessary wiring in connection with the motor starting and remote KXVAL shall be U.L. listed/labeled, and shall meet the requirements of NEC Art. 333, 517 and than one device is mounted together. Do not use sectional box. Use gang box with 2.9 ELECTRICAL IDENTIFICATION F.Dry Locations: control equipment, where so designated, furnished under other sections. Where 645. plaster ring for single device outlets. Use cast outlet box i exterior {ocations exposed e; control or starting equipment is sent to the job as individual units, they shalt be A.Nameplates: Engraved three-layer laminated plastic, black letters on white background. 1. Concealed and in Cable Tray: Use metal clad (MC)cable(see Division 1) L.Mineral-insulated metal-sheathed fire-resistive cables, pe MI, shall consist of a facto the weather and wet locations. Use cast floor boxes for installations in slab on grade; tY ►Y installed,wired up complete and left ready for operation under work of this section. Locations: Each electrical distribution and control equipment enclosure, communication 2.Exposed: (Unfinished or utility spaces)Use electrical metallic tubing. assembl of one or more solid co er conductors insulated with hi hl -com ressed formed steel boxes are acceptable for other installations. Set floor boxes level. Y Pp 9 Y P 3.Wiring to motor shall be in rigid conduit with watertight flexible conduit from wall to cabinets. Letter Size: Use 1/8 inch letters for identifying individual equipment and loads. G.Metal conduit: Rigid Steel Conduit shall comply with ANSI C80.1 and be heavy wall zinc magnesium oxide and enclosed in a seamless, liquid and gas-tight continuous copper J. Large Pull Boxes: Use hinged enclosure in interior dry locations, surface-mounted cast Use 1/4 inch letters for identi in rou ed a ui ment and loads. sheath. Cables shall be rated for 600 volts. Cable shalt com I with Article 330 of the metal box in other locations. motor only. fY 9 g P q P coated steel. Rigid Aluminum Conduit shall comply with ANSI C80.5. Intermediate Metal P y B.Labels: Embossed adhesive toe with 3/16 inch white letters on black back round. Use Conduit IMC shall be ri id steel. Fittin s and Conduit Bodies shall com I with National Electrical Code. Cables shall be classified by Underwriters Laboratories, Inc. as C.inel olio to the general requirements for motor control equipment wiring and connections, P 9 lam , ( ) g 9 P Y K.Adjust floor box flush with finish flooring material. Adjust flush-mounting outlets to make the followin s ecified items shall be erformed: for identification of individual power receptacle faceplates indicating panel & circuit ANSI/NEMA FB 1 and material to match conduit. Acceptable manufacturers are Western having a 2-hour fire resistive rating. Cable terminations shall be made with UL listed front flush with finished wall material. Install knockout closures in unused box o enin s. g P P N o ti Tube and Conduit Company, Allied Tube and Conduit Company and Triangle Wire and 9 P g number the outlet is fed from and control device stations. In addition to nameplates as m V M N mineral-insulated cable Fittin s Installation of MI cables shall be in accordance with the 1. Installation and connection of motor controls which will be furnished under the 2.5 WIRING DEVICES described above, use labels on all panelboards, disconnect switches and enclosed circuit Q N '- Cable, Inc. manufacturer's instructions. Cables shall be as manufactured by Pyrotenax USA, Inc., or heating,ventilating and air conditioning section and the plumbing section. t o r a roved a ual. A.Provide wirin device t e lates for all wall-mounted devices. Alt wall lates shall be breakers to identify where the equipment is fed from,voltage&phase. H.Flexible metal conduit shall be interlocked aluminum contruction. Fittings shall comply PP q g YP P P D.Starters by This Contractor: Where starters are not provided under other sections, this D 2 rn M.Wirin materials exce t MI cable shall be manufactured b Trian le, Essex, General either brushed aluminum or smooth high impact nylon for all public areas as directed by Contractor shall furnish starters for motors 1/2 HP and lar er and where re uir th C.Wire markers: Tape, or tubing type wire markers. Locations: Each conductor at p'6 ao with ANSI/NEMA FB 1. Acceptable manufacturers are AFC Cable Systems, Electri Flex g P Y 9 g q ed by a panelboard gutters, pull boxes, out{et and junction boxes, and each load connection. i` = o Company and Eastern Flexible Conduit Technologies. All flexible conduits shall include a Cable,AFC,Southwire or equal. the Architect. Provide galvanized steel for all Utility, Electric and Mechanical Rooms. control sequence for smaller motors and shall be magnetic across the line starters with O w H `O Colors of wall plates as directed by the Architect. ad ustable overload rotection in each h Power and Lighting Circuits shalt be marked with panel and branch circuit or feeder -n _ grounding conductor. N.Concealed Dry Interior Locations: Use only building wire Type THHN/THWN or XHHW j p p ase line, all in NEMA 1 enclosures. Starters number as indicated on drawings. Control Circuits shall be marked with control wire X O a 1. Electrical metallic tubin EMT shall com 1 with ANSI C80.3; alvanized zinc coated insulation in raceway,or metal clad cable where concealed and code acceptable. B.Wiring devices standard for the project(i.e.,with no specific type indicated)shall conform shall be solid state or acceptable substitute. Combination starters shall be with fused or cn 2 g ( ) p Y 9 number indicated on schematic and interconnection diagrams on drawings >_ steel tubin Fittin s and Conduit Bodies shall com 1 with ANSf/NEMA FB 1; steel, to the following: non-fusible disconnect as required. � g g P Y O.Exposed Dry Interior Locations: Use only building wire, Type THHN/THWN or XHHW D. Conduit markers: Corrosion and abrasion resistant. Location: Furnish markers for each � D a . compression or set screw type.Acceptable manufacturers are Western Tube and Conduit insulation, in raceway. 1. Visible part colors of wiring devices shall be as directed by the Architect for all public 1. Magnetic starters shall have 120 volt holding circuits, integral transformers, auxiliary conduit lon er than 6 feet 2 m . S acin : 20 foot on center. Indicate volta a and hase. Z O g Company,Allied Tube and Conduit Company and Triangle Wire and Cable, Inc. areas. Provide Ivory colored devices for all Utility, Electrical and Mechanical rooms. contacts as required by the control sequence and integral selector switches with g ( ) P g g p 11! U o P.Above Accessible Ceilings: Use only building wire, Type THHN/THWN or XHHW E.All anelboards shall be rovided with a ed h 2.Exclude coma ush-to-test ilot li hts. One side of each ilot li ht shall be connected on the load P P typ ( and written is not allowed) circuit l�.. m � J. Nonmetal conduit shall comply with NEMA TC 2; Schedule 40 PVC, or as indicated on insulation, in raceway or metal clad cable where code acceptable. p ct type devices. P P g p g M � plans. Fittings and Conduit Bodies shall comply with NEMA TC 3. Acceptable C.Wirin device switches shall be to le a A. side of the motor starter. directory indicating the load fed by each circuit breaker and it's location in the building. rn i_ manu€acturers are Carton or approved equal. Q.Wet or Damp {nterior Locations: Use only building wire, Type THHN/THWN or XHHW 9 gg typ , C. quiet design, specification grade, 20 2•Integral transformers shall have overload protection on the secondary section and, 2.10 ENCLOSED SWITCHES CQ 0 insulation, in raceway. amps on 120 volt circuits. Switches shall be mounted 48-inches to center line above W also,the secondary neutral shall be grounded. A.Fusible Switch Assemblies shall be W K.Flexible nonmetallic conduit (Sealtite) shalt be UL and CSA listed for purpose specified finished floor unless noted otherwise. Equivalent 277volt, 20 amp switches shall be used provided in accordance with the following. Description: z a R.Exterior Locations: Use only building wire, Type THHN/THWN or XHHW insulation, in l and shown.Acceptable manufacturers are Carlon or approved equal. where required. 3.Starters shall be as manufactured by Square D Company or General Electric. NEMA KS 1, Type GD with externally operable handle interlocked to prevent opening 6 raceway. front cover with switch in ON position, enclosed load interrupter knife switch. Handle ® U) L.Install conduit in accordance with NECA "Standard of Installation." Install nonmetallic D.Standard duplex convenience receptacles shall be 125volt, 20 amps, three wire (two E.Temperature control wiring shall be by others as indicated under the heating, ventilating S.Underground Installations: Use only building wire, Type THHN/THWN or XHHW lockable in OFF position. Fuse clips: Designed to accommodate NEMA FU1, Class R Z I- Q conduit in accordance with manufacturer's instructions. circuit wires plus ground), "U-slot"ground NEMA configuration 5-20R, specification grade. and air conditioning section. W Ln insulation, in raceway. fuses. Provide NEMA 3R where located outdoors, kitchens or other interior wet areas. �--' � E- ti Receptacles shall be mounted 18" to center line above finished floor unless noted F.Provide a suitable m M.Arrange supports to prevent misalignment during wiring installation. Support conduit plywood backboard on a wall and/or angle iron or unistrut framework D N T.Wiring methods, in general,are as follows: otherwise. Where indicated on plans provide receptacles with ground fault current with l ood for all starters. Starters will be installed and wired under this section. B.Non-fusible switch assemblies shall be provided in accordance with following. Description: Z E rn o using coated steel or malleable iron straps, lay-in adjustable hangers, ctevis hangers, and P Yw s lit han ers. Grou related conduits; su ort usin conduit rack. Construct rack usin 1. Galvanized rigid steel conduit shall be used for telephone system sleeves for main interrupters, UL Class A;20A, 125V. NEMA KS 1, Type GD with externally operable handle interlocked to prevent opening � = F Q P g P PP 9 9 G.AII starters shall be located next to the panel feeding same, if panel is in a closet or utility /� W 2 cable runs between floors, closets, etc. and for sweeps, bends, etc. in ductbanks and E.Nov-standard convenience rece front cover with switch in ON position enclosed load interrupter knife switch. Handle O W H steel channel; provide space on each for 25 percent additional conduits. Fasten conduit ptacles and special purpose power supply receptacles space, unless noted otherwise on the drawings. If panel is located in a finished space(Le. I V 12� W supports to building structure and surfaces under provisions of Division 1. Do not support as specifically noted on the plans. EMT shall be used generally for exposed circuiting shall be as►fisted on plans. ockable in OFF position. Provide NEMA 3R where located outdoors, kitchens or other (`►r � W N in unfinished spaces. Metal clad cable (type MC) may be used for branch circuiting corridor, gymnasium, etc.) starters shall be located in nearby utility closet or space interior wet areas. fa Q U) O M conduit with wire or perforated pipe straps. Remove wire used for temporary supports. Do F.Use "Hospital-Grade" receptacles in areas of patient care in nurses' office areas of acceptable to the Engineer. o- ao not attach conduit to ceilin su ort wires. and fire alarm rated MC cable for fire alarm circuiting where run concealed and C.Instalt in accordance with NECA "Standard of Installation". install fuses in fusible � = N g pp where Cade acceptable. schools. Preschool and Kindergarten rooms &other area indicated on the plans shall be H.Nameplates: Each starter shall have a 1.0"x 2.5' hot stamped nameplate identifying the ■'; O0 m disconnect switches. Apply adhesive tag on inside door of each fused switch indicating M N.Arrange conduit to maintain headroom and present neat appearance. Route exposed tamper resistant type receptacles. When connected to an Essential Electrical System, all unit and panel it is fed from.The lettering shall be white 1/2"high in a black background. N;G� � O Ob 2.To revert transmittal of vibration to conduit, connections to an vibration roducin NEMA fuse class and size installed. conduit parallel and perpendicular to walls. Route conduit installed above accessible p Y P g "Hospital Grade"receptacles shall be illuminated. �-� � � M equipment (i.e. transformers, motors, etc.) shall be terminated by 18 inches of I. Elevators: ■� M a ceilings parallel and perpendicular to walls. Route conduit in and under slab from G.Weatherproof Receptacle Enclosures shall be NEMA 3R rated for rain-tight while-in-use, 2.11 PANELBOARDS o Q = point-to- oint. Do not cross conduits in slab. flexible metal conduit.. Where flexible connections are exposed to grease and oil, 1. The electrical contractor (E.C.) shall verify the horsepower, voltage, starting method 0 N >- a P gasketed, impact resistant thermoplastic with hinged gasketed device cover. A.Descri lion: NEMA PB1, circuit breaker a li htin and a Hance branch circuit liquid-tight flexible metal conduit shall be used. (i.e.;across-the-line,solid-state, etc.), and recommended over-current protection with p tyP g g PP O.Maintatn adequate clearance between conduit and piping. Maintain 12-inch (300 mm) H.Provide extension rings to bring outlet boxes flush with finished surface. Clean debris from the elevator su tier, n panelboard. clearance between conduit and surfaces with tern eratures exceedin 104 de rees F 40 3.In general, no splices or joints shall be permitted in either feeders or branches except pp' p•or to installing any material. Coordinate with Engineer for any P 9 g ( outlet boxes. Install devices plumb and level. Install receptacles with grounding pole on discre ancies between tans and actual elevator to be installed ri B.Panelboard Bussin Bus bars shall be co er. Provide co er round bus bar in all de rees C . at outlets or accessible junction boxes. Splices in wire#8 AWG and smaller shall be p p p or to ordering 9� PP PP 9 g ) top. Connect wiring device grounding terminal to branch circuit equipment grounding related electrical material. panetboards. pigtail type, made mechanically tight.All conduit systems shall be complete. P.Cut conduit square using saw or pipe cutter;de-burr cut ends• Bring conduit to shoulder o€ conductor. Use jumbo size plates for outlets installed in masonry walls. Install galvanized 2•Provide a minimum of one 1 fire alarm s stem smoke Bete for in h I v C. Minimum Inte rated Short Circuit Ratin : 10,000 am eves RMS s mmetrical for 240 volt 4.Racewa , boxes, etc., run on walls in wet areas which are subject to bein washed ( ) y c eac e e ator 9 9 P Y fittings; fasten securely. Join nonmetallic conduit using cement as recommended by Y " a g steel plates on outlet boxes and junction boxes in unfinished areas, above accessible lobb at each landtn and in each machine room. Provide necessa connections panetboards; 65,OQ0 amperes RMS symmetrical foe 480 volt panetboards,or as indicated. down,shall be mounted on the walls with 1/4 stand-offs.All boxes shall be cast e. Y� g tY Z manufacturer. Wipe nonmetallic conduit dry and clean before joining. Apply full even tyP ceilings,and on surface mounted outlets. between the smoke detectors and elevator controller far recall requirements. D.M I it it r coat of cement to entire area inserted in fitting. Allow joint to cure for 20 minutes, U.Route wire and cable as required to meet the Project Conditions. Install cable in I. Install wall switch 48 inches above fnished floor to to of handle. On osition shag u o ded Case C cu Beakers: NEMA AB 1, bolt-on type thermal magnetic trip circuit W p p be p Coordinate with local authority having jurisdiction for primary and alternate recall breakers, with common trip handle for all poles, listed as Type SWD for lighting circuits, minimum. Use conduit hubs or sealing locknuts to fasten conduit to sheet metal boxes in accordance with the NECA"Standard of Installation." Use solid conductor for feeders and Install convenience receptacles 18-inches above finished floor. Install convenience landin s. 75 I� damp and wet locations and to cast boxes. branch circuits 10 AWG and smaller. Use stranded conductors for control circuits. Use receptacle 6-inches above backsplash of counter. Install dimmer switches 48 inches g Type HACR for air conditioning equipment circuits, Class A ground fault interrupter circuit Q.Install no more than equivalent of three 90-degree bends between boxes. Use conduit conductor not smaller than 12 AWG for power and lighting circuits. Use conductor not above finished floor to top. 3.Provide a pit light and switch with convenience receptacle in each elevator pit; switch breakers where scheduled. Do not use tandem circuit breakers. aL W bodies to make shar Chan es in direction, as around beams. Use h draulic one-shot smaller than 16 AWG for control circuits. Use 10 AWG conductors for 20 ampere, 120 volt shall be accessible from pit access floor, located 18" above floor. The pit E.Enclosure: NEMA PB 1,Type 1. W P g Y J.Verify that each receptacle device is energized. Test each receptacle device for proper convenience rece table shall have GROUND FAULT PROTECTION O bender to fabricate or facto elbows for bends in metal conduit lar er than 2 inch 50 mm branch circuits longer than 75 feet fee m). Use 10 AWG conductors for c ampere, me p (GFCI). Provide F.Cabinet Box: 6 inches dee 20 inches wide for 240 volt and less anelboards, 20 inches size. ry g ( ) volt branch circuits longer than 200 feet(160 m). Pull all conductors into raceway at same Polarity.Test each GFCI receptacle device for proper operation. GFCI type duplex convenience receptacles in each elevator machine room. Lighting p' p � � �,{� in hoistwa s shall not be connected to the load side of the GFCI rece tacle. Locate wide for 480 volt panetboards. W � li LO time. Use suitable wire pulling lubricant for building wire 4 AWG and larger. Protect 2.6 GROUNDING&BONDING Y p R.Avoid moisture traps; provide junction box with drain fitting at low points in conduit system. li ht fixture to avoid bein struck b the elevator car or counter-wei ht; coordinate G.Cabinet Front: Flush or Surface cabinet front as scheduled with concealed trim clamps, exposed cable from damage. 9 9 Y 9 Provide suitable fittings to accommodate expansion and deflection where conduit crosses A.Ground all systems and equipment in accordance with best industry practice, the with elevator supplier. The switch shall be located so as to be readily accessible from concealed hinge, metal directory frame, and flush lock all keyed alike. Finish in seismic, control and ex ansion oints. All ex ansion and deflection fittin s shall have a V.Support cables above accessible ceiling, using spring metal clips or metal cable ties to requirements of NFPA 70 and the following: manufacturer's standard ANSI 49 enamel. W nn..�� P j P g the pit door. � v support cables from structure or ceiling suspension system, cables that are not part of the ground strap. Provide suitable put{ string in each empty conduit except sleeves and 1, The ground bus of the main switchboard shall be connected to the main grounding 4.Provide a fused mainline hea -du disconnect switch in machine room with feeder 2.12 FUSES z O ceiling system cannot be supported from ceiling supports. Do not rest cable on ceiling vY tY 0 W nipples. Use suitable caps to protect installed conduit against entrance of dirt and electrode specified below by means of insulated conductors run in conduit. wires to elevator controller, all i L.L �" moisture. anels. Use suitable cable fittin s and connectors. Neat) train and lace wirin inside piped in accordance with NEC, and grounded. Provide A.All fuses shall be rated for ro er volta a in which the area lied. Interru tin ratin s P 9 Y 9 P P 9 Y PP• R 9 9 boxes,a ui ment,and anelboards. 2.The main grounding electrode shall be an accessible point on the nearest metallic a#6 AWG, minimum, green colored ground for the disconnect switch and controller. q p P shall be greater than the short circuit current available at the terminals of the switch. -� S.Ground and bond conduit under provisions of NEC 250. main water service pipe. Connection shall be made on the street side of the main Disconnect switch shall be located on the jamb side of the machine room door and Q W. Clean conductor surfaces before installing lugs and connectors. Make splices, taps, valve utilizin a round clam of a B.Fuse types: 2.2 DUCT BANK and terminations to cant' full ampacities of conductors with no perceptible temperature g g P type specifically manufactured for the purpose. shall be the type that cannot be engaged with the door open. �„ W Bonding jumpers shall be provided around the water meters and around insulating 1. Fuses for branch circuits shall be time delay class J. / 1 1 .. A.Verify that field measurements are as indicated.Verify routing and termination locations of rise. Use suitable reducing connectors or mechanical connector adapters for connecting joints and/or sections. 5.Machine rooms shall have a minimum of seven (7) feet clear headroom under all V W duct bank prior to excavation for rough-in.Verify locations of manholes prior to excavating aluminum conductors to copper conductors. Use split bolt connectors for copper obstructions, including light fixtures. 2.Fuses for equipment other than motor loads shall be general fast acting RK-5 or W 3.Establish a ground bonding connection from the effectively grounded structural Class J. for installation. Duct bank routing is shown in approximate locations unless dimensions conductor splices and taps, 6 AWG and larger. Tape un-insulated conductors and - 6.Provide power and disconnects for all car lights, fans, car signals, viscosity control building steel to each cold water main entering the building. Each bonding are indicated. Route as required to complete duet system. Manhole locations are shown connector with electrical tape to 150 percent of insulation rafing of conductor. Use heaters, elevator controls and other provided equipment. Coordinate with elevator 3.Control power transformers for motor controller circuits shall be as recommended by W connection shall consist of insulated conductors run in conduit. in approximate locations unless dimensions are indicated. Locate as required to complete solderless pressure connectors with insulating covers for copper conductor splices and supplier for exact requirements. motor starter and motor control center manufacturer. C T duct bank system. taps, 8 AWG and smaller. Use insulated spring wire connectors with plastic caps for 4.The water pipe ground shall be supplemented by an additional electrode consisting 7.Only electrical equipment, wiring, devices, etc..., required for the operation of the 4.Fuses for motors shall be sized at 250%of the motor FLA. G a �( /� copper conductor splices and taps, 10 AWG and smaller. Identify and color code wire and of three (3) buried 3/4" diameter by 10'-0" long copperweld ground rods spaced elevator shall be ermitted in the elevator machine room, t and hoistwa All "6 B.Underground Warning Tape: Provide 3-inch wide plastic tape 12" below finished grade, cable. Identify each conductor with its circuit number or other designation indicated. 10'-0"apart, and provided in sufficient quantity so as to have measured resistance to P P� y� 5.Fuses for non-motor loads shall be sized at 125% of the rated FLA of equipment colored yellow with suitable warning legend describing buried electrical lines; Model electrical equipment, devices, wiring, raceways, junction boxes, etc., foreign to the served. O ground of not more than 10 ohms. Provide independent certification confirming this. #47586 as manufactured by Seton or equal. 2.4 BOXES elevator shall not be installed in the elevator machine room or hoistway. � W Establish a bonding connection from the electrode consisting of green insulated 6.Fuses for elevator lifts shall be dual element type and sized in accordance with the C ) M C.Install duct to locate top of duct bank at 30"below finished grade or at depths as indicated A.Outlet Boxes: conductors run in conduit and sized as indicated hereinafter for main and supply side 8.Provide a dedicated GFCI receptacle and branch circuit (20A/125V) in, a elevator manufacturer's recommendations. V W on drawings. Install duct with minimum slope of 4-inches per 100-feet. Slope duct away 1. Each outlet in wirin or racewa s stems shall be rovided with an outlet box to suit of service bonding jumpers. weather-proof while-in-use enclosure in each elevator pit for sump pump. from buildin entrances. g y Y P C.Spare Fuses Q � � g conditions encountered. Boxes installed in normally wet locations shall be of 5.Provide grounding bonds between all metallic conduits of the light and powers stem 9.Provide an ADA compliant telephone or intercom for each elevator. ° D.Provide suitable fittin s to accommodate ex ansion and deflection where re uired. y 1. Provide spare fuses in the amount of 20l0 (not less than three(3)nor more than nine W O 9 P q cast-metal type having hubs. Concealed boxes shall be cadmium plated or zinc which enter and leave cable chambers or other non-metallic cable pulling and 10. In hoistways, all electrical equipment located less than 48-inches above the pit (9)of all sizes and types). ♦� Terminate duct at manhole entries using end bell. Stagger duct joints vertically in concrete coated sheet metal type. Old work boxes with Madison clamps are not allowed in splicing boxes. Accomplish this by equipping the conduits with bushings of the floor shall be weatherproof (NEMA 4); and wiring shall be identified for use in wet f^ encasement 6 inches minimum, Use suitable separators and chairs installed not greater new construction. grounding type individually cross connected. locations in accordance with the requirements in NFPA 70. 2.Spare fuses shall include general purpose fuses, motor fuses, and control fuses used than 4 feet (1200 mm) on centers. Band ducts together before backfilling and placing in motor control centers,starters etc. O n r t r I n h r t t r v t m v m nt durin concrete lacement. 2.Each box shah have sufficient volume to accommodate number o€ conductors in 6.Bond metallic conduits containing grounding electrode conductors and main bonding 11. Where sprinklers are installed to elevator machine rooms or hoistways, E.C. (� co c e e.Secu e y a c o duc o p e en o e e g P accordance with requirements of NFPA 70. Boxes shall not be less than 1-1/2"deep conductors to the ground bus service enclosure and/or grounding electrode at both shall provide with heat detectors (used to automatically disconnect the main line 3.A complete list and quantity of spare fuses shall be submitted with record drawings E.Place concrete as required and under provisions of Division 3. Use mineral pigment to unless shallower boxes are re uired b structural conditions and are s ecificall ends of each run utilizin for review. r q y p Y g grounding bushings and jumpers. power supply to the elevator prior to the application of water from sprinklers)a set of O color concrete red. Provide minimum 3-inch concrete cover at bottom, top, and sides of approved by Architect. Ceiling and bracket outlet boxes shall not be less than normal) closed contacts with wirin from the heat detector to a shunt tri 7.Provide grounding bonds for all metallic conduits of the light and power system which Y g p circuit 2.13 ENCLOSED MOTOR CONTROLLERS ��,,// duct bank. Provide two No. 4 steel reinforcing bars in concrete ductbank under paved 4" octagonal except that smaller boxes may be used where required by particular terminate in its below a ui ment for which a round bus is s ecified. Accom lish breaker in the panel supplying power to the elevator. The normally closed contacts 0Z areas. Connect to existin concrete encasement usin dowels. Connect to manhole wall fixture to be installed. Flush or recessed fixtures shall be rovided with se arate P q P g P P A.The Electrical Contractor shall review the mechanical drawings and coordinate with the ^^ g g P P this by equipping the conduits with bushings of the grounding type connected shall be closed when the heat detector is not activated and shall be opened when the Mechanical Contractor for electrical components of the mechanical equipment and f..�. using dowels. junction boxes when required by fixture terminal temperature requirements. Switch individually to the ground bus. heat detector is activated. systems such as motors, factory mounted motor starters, factory mounted disconnect F.Provide suitable ull strin in each ern duct exce t sleeves and ni les. Swab duct. and receptacle boxes shall be 4" square or of comparable volume. Luminaire and P g Pty P PP 8.Provide supplementary ground bonding where metallic conduits terminate at metal 12. Where emergency return unit is provided with the elevator, the electrical switches, variable frequency drives and controls to be provided under Division 15 (by the Use suitable caps to protect installed duct against entrance of dirt and moisture. equipment supporting boxes shall be rated for weight of equipment supported; contractor shall rov{de a set of auxilia contacts with the elevator disconnect switch Mechanical Contractor. include 1/2 inch (13 mm)male fixture studs where required. clad equipment (or at the metal pull box of equipment) for which a ground bus is P ry ) G.Backfill trenches as required and under provisions of Division 2. Interface installation of s ecified. Accom lish this bee ui in the conduits with bushin s o€the roundin and wiring to the elevator controller, per ANSI/NFPA 70-1996, section 620-91(c). The TITLE: P p q PP 9 9 g 9 B.The Electrical Contractor shall provide motor starters, variable frequency drives and underground warning tape with backfrlling specified in Division 2. Install warning tape 3.Acceptable Manufacturers: t e connected individual) b means of 'um ers to the round bus. Exclude the auxiliary contacts shall be positively open when the disconnect switch is open. The YP Y Y 1 P 9 disconnect switches for equipment shown on the drawings where the Mechanical 12-inches below finished surface. a.Appleton jum ers where directed. This exclusion will be re uired where an isolated round for auxiliary contacts shall cause the emergency return unit power source to be ELECTRICAL. P q g disconnected from its load when the disconnectin means is in the o en osition. Contractor is not providing such equipment. 2.3 BUILDING WIRE&CABLE b. Crouse Hinds electronic equipment is to be maintained. 9 P P Verify requirements with elevator supplier. C.The electrical contractor shall provide all power wiring for all HVAC equipment. A.Buildin Wire and Cable shall be co er with 600V insulation rated at 75°C minimum, c. Steel C' 9.Each grounding type bushing shall have the maximum ground wire accommodation SPECIFICATION S g PP 13. Provide fire alarm s stem connections for elevator cab "fire-fi hters hat" D.Manual Motor Controller: NEMA ICS 2, AC general-purpose Class A manually operated, Type XHHW insulation for feeders and branch circuits larger than #3 AWG; Type d.RACO available in standard manufacture for the particular conduit size. Connection to Y g full-voltage controller with thermal overload elements on each phase, red pilot light, NO, THHN/THWN insulation for feeders and branch circuits#4 AWG and smaller. bushing sha►I be with wire of this maximum size. indicator as required. Coordinate connection requirements with elevator and fire B.Pull and Junction Boxes: Where necessary to terminate, tap off, or redirect multiple alarm system manufacturers as required. NC auxiliary contact,and push button or toggle operator. B.Conductors shall be of soft drawn 98% minimum conductivity property refined copper, racewa runs or to facilitate conductor installation, furnish and install a ro riatel 10. Bonding conductors on the load size of the service device and equipment E.Fractional Horsepower Manual Controller: NEMA ICS 2, AC general-purpose Class A Y PP P Y roundin conductors shall be sized in relation to the fuses or tri size of the 14. Provide control modules that shall capture the elevator when the fire alarm solid construction where No. 10 AWG and smaller, stranded construction where No. 8 desi ned boxes. Boxes shall be fabricated from code au a steel assembled with g g P manually operated, full-voltage controller for fractional horsepower induction motors, with AWG and tar er, g g g overcurrent device supplying the circuit. system is activated and therefore bring the elevator cab to apre-determined floor & 9 corrosion resistant machine screws. Box size shall be as re uired b Code. Where thermal overload elements on each phase, red pilot light, and toggle operator. q Y alternate floor as required. Coordinate with elevator manu€acturer & insta{ter for DATE ISSUED: 02.16.2Q18 C.Exterior of wires shall bear repetitive markings along their entire length indicating intermediate cable supports are necessary because of box dimensions, provide insulated 11. The central equipment for the fire protective alarm system and telephone connections and ro rammin . Coordinate with fire de artment & architect for F.Motor Startin Switch: NEMA ICS 2, AC eneral- ur ose Class A manual) o erated conductor size, insulation type and voltage rating. removable core brackets to support conductors. Junction boxes are to be equipped with system shall have its grounding terminal connected to the grounding electrode by p g g P g g P p Y P pre-determined floor and alternate floor. full-voltage controller for fractional horsepower induction motors, without thermal overload barriers to se arate circuits. Where s lines are to be made, boxes shall be lar a enou h means of a No. 6 green coded insulated conductor, run in 3/4" conduit. Utilize a REVISIONS: D.Exterior of wires shall be color coded, so as to indicate a clear differentiation between p p g g J.Connections to s stems: Make electrical connections in accordance with a elements on each phase,with red pilot light and toggle operator. each hase and between each hase and neutral. In all cases, grounded neutral wires to provide ample work space., All conductors in boxes are to be clearly tagged to indicate ground clamp of a type specifically manufactured for the purpose. Y quipment P P manufacturer's instructions. Make conduit connections to equipment using flexible conduit. G.Enclosures: NEMA ICS 6; Type 1 for indoors and Type 3R for outdoors and wet/damp NO. DESCRIPTION DATE and cables shall be identified b the colors"white"or" ra ". In sizes and insulation es characteristics. Boxes shall be supported independently of raceways. Junction boxes in 12. Install rod electrodes per this section & in compliance with Code. Install Y g Y tyP Use liquid-tight flexible conduit with watertight connectors in damp or wet locations. Make locations(kitchens, mechanical rooms, pool equipment rooms,etc...). where facto applied colors are not available, wires and cables shall be color coded by moist or wet areas shall be galvanized type. Boxes larger than 4-inches square shall additional rod electrodes as required to achieve specified resistance to ground. Install ry have hinged covers. Boxes larger than 12-inches in one dimension will be allowed to 4/0 AWG bare co er wire in foundation footin as re uired. Provide isolated wiring connections using wire and cable with insulation suitable for temperatures H.Automatic Magnetic Motor Controllers: NEMA ICS 2, AC general-purpose Class A EQUIP. REVS. 1/31/18 the application of colored plastic tapes in overlapping turns at all terminal points, and in all PP g q encountered in heat roducin a ui ment. Provide rece table outlet where connection have screw fastened covers, if a hinged cover would not be capable of being opened a full groundin conductor for circuits su i in ersonal corn P g q P P ma relic controller for induction motors rated in horse ower. Reversin boxes in which splices are made. Colored tape shall be applied for a distance of 6 inches 9 pp y g p puters as indicated on the g p g Controllers: 90 de rees due to installation location. with attachment plug is indicated. Provide cord and cap where field-supplied attachment include electrical interlock and inte rat time dela transition between FORWARD and alon the wires and cables, or alon their entire extensions be and racewa ends, g plans. Equipment Grounding Conductor: Provide separate, insulated conductor within g y g 9 Y Y plug is indicated. Provide suitable strain-relief clamps and fittings for card connections at REVERSE rotation. Two S eed Controllers: Include inte rat time dela transition whichever is less. C.Fiberglass Handholes shall be die molded glass fiber. Cable Entrance shall be pre-cut each feeder and branch circuit raceway. Terminate each end on suitable lug, bus, or P g Y bushin Provide a 3!4" racewa with #6 AWG r outlet boxes and equipment connection boxes. Instal{ disconnect switches, controllers, between FAST and SLOW s eeds. Coil o eratin volta e: 120volts, 60 Hertz. Overload 6-inch x 6-inch (150 mm x 150 mm)-cable entrance at center bottom of each side. Cover 9 Y g ound wire from main telephone P P g g E.Final connections to motors shall be made with 18"of neoprene sheathed flexible conduit. control stations, and control devices as indicated. Modify equipment control wiring with Rela : NEMA ICS; bimetal or meltin a{{o . Enclosure: NEMA lGS 6, T e 1 far indoors shall be lass fiber weather roof cover with nonskid finish. terminal board to the service ground. Y 9 Y YP g P terminal block 'um ers as indicated. Provide interconnectin conduit and wirin between F.Minimum branch circuit conductor size shall be No. 12 AWG installed in conduit. Motor 13. Perform ins ections and tests listed in NETA ATS, Section 7.13. Document test devices and equipment where indicated g g or Type 3R for outdoors and wet/damp locations (kitchens, mechanical rooms, pool D.Install boxes in accordance with NECA "Standard of Installation." Install in locations as p control circuit wiring shall be minimum No. 14 AWG installed in conduit. equipment rooms,etc...). shown on Drawings, and as required for splices,taps,wire pulling,equipment connections results in Record Documents. 2.8 SUPPORTING DEVICES G.Fire alarm and security system wiring shall be No. 16 twisted non-shielded pairs for alarm I. Product Options and Features as follows. Auxiliary Contacts: NEMA ICS 2, 2 each and compliance with regulatory requirements. 14. Swimming Pools, fountains & similar installations: Refer to NEC 680 for normal) o en and closed contacts in addition to seal-in contact. Cover Mounted Pilot and trouble circuits and a minimum of #14 AWG for device power, control and alarm A.Materials and Finishes: Provide adequate corrosion resistance. Provide materials, sizes, Y P E.Set wall mounted boxes at elevations to accommodate mounting heights indicated or requirements for grounding and bonding. Provide all grounding and bonding per NEC annunciation circuits. Fire alarm system riser circuits shall be 2-hour rated,Cl type(circuit and types of anchors,fasteners and supports to cant'the loads of equipment and conduit. Devices: NEMA ICS 2, standard duty type. Pilot Device Contacts: NEMA ICS 2, Form Z, s ecified in section for outlet device. Electrical boxes are shown on drawin s in 680 and 250. typ DRAWN BY: integrity)cable per NFPA 72 and NEC 760. P g Consider weight of wire in conduit when selecting products. Steel channel shall be rated A150. Pushbuttons: Recessed type. Indicating Lights: LED e. Selector approximate locations unless dimensioned. Adjust box location up to 10-feet (3m) if 15. Grounding means shall never exceed 10 ohms when located outdoors, or 5 alvanized. Switches: Rotary type. Relays: NEMA ICS 2. Control Power Transformers: 120 volt SPC H.Other wires and cables required for the various systems described elsewhere in this g required to accommodate intended purpose. Orient boxes to accommodate wiring ohms when located indoors. secondary, in each motor starter. Provide fused primary and secondary, and bond section of the Specifications shall be as specified herein, as shown on the Contract B.Anchors and Fasteners: devices. Maintain headroom and present neat mechanical appearance. 16. An acce table means of roundin is to r un-fused le Drawings, or as recommended by the manufacturer of the specific equipment for which p g g p oxide an underground 2" thick, g of secondary to enclosure. SCALE: n _ t_ rr F.Install pull boxes and junction boxes above accessible ceilings and in unfinished areas concrete-encased electrode of either %" diameter, electrical) conductive reinforcin 1. Concrete Structural Elements: Use precast insert system,expansion anchors. J. Installation Re uirements: Install enclosed controllers where indicated, in accordance with �,� they are used,all installed in conduit Y g q only. Inaccessible Ceiling Areas: Install outlet and junction boxes no more than 6 inches bar of #4/0 bare copper conductor (minimum of 20-feet in length) per NEC 2.Steel Structural Elements: Use beam clamps,or welded fasteners. manufacturer's instructions. Instal! enclosed controllers plumb. Provide supports in I. Metal clad sheathed cable NFPA 70, type MC may be used for branch circuitry where (150 mm)from ceiling access panel or from removable recessed luminaire. Install boxes 250.52(A)(3). 3.Concrete Surfaces: Use self-drilling anchors or expansion anchors. accordance with these specifications. Height: 5 feet to operating handle. Install fuses in shown and where run concealed and not subject to physical damage. All branch circuits to reserve fire resistance ratin of artitions and other elements, usin materials and DRAWING NO.: shall be run in conduit from the panelboard to the first outlet. All type MC cable used shall P g P g 2.7 EQUIPMENT WIRING SYSTEM 4.Hollow Masonry, Plaster, and Gypsum Board Partitions: Use toggle bolts or hollow fusible switches. Select and install overload heater elements in motor controllers to match methods specified in Division 7. installed motor characteristics. Provide engraved plastic nameplates under these contain a full size insulated ground conductor. All conductors shall be copper. All type A.Cords & Caps: Manufacturers: Hubbel, Pass & Seymour or Arrow Hart. Attachment Plug wall fasteners. G.Coordtnate mounting heights and locations of outlets mounted above counters, benches, specifications. Provide neatly typed label inside each motor controller door identifying MC cable insulation used shall have voltage rating of 600 volts, shall have a temperature Construction: Conform to NEMA WD 1. Configuration: NEMA WD 6; match receptacle 5. Solid Masonry Walls: Use expansion anchors or preset inserts. ratin of 75° C, and shall be thermo lastic material. Armor material shall be steel and and backsplashes. Locate outlet boxes to allow luminaires positioned as shown on motor served, nameplate horsepower, full load amperes, code letter, service factor, and g P configuration at outlet provided for equipment. Cord Construction: ANSI/NFPA 70, Type 6.Sheet Metal: Use sheet metal screws. volta e/ hase ratin armor desi n shall be interlocked metal to e. Fire alarm rated MC cable ma be used for reflected ceiling plan. Align adjacent wall mounted outlet boxes for switches,..thermostats, g p g. 9 P Y SO multiconductor flexible cord with identified equipment grounding conductor, suitable fire alarm work where concealed and a roved b the Authorit Havin Jurisdiction. and similar devices. 7.Wood Elements: Use wood screws. 2.14 SWITCHBOARD PP Y Y 9 for use in damp locations. Size: Suitable for connected load of equipment, length of cord, ■ H.Use flush mounting outlet box in finished areas. Locate flush mounting box in masonry J. Metal-Clad cable (Type MC) for circuits supplying computer equipment, electronic and rating of branch circuit overcurrent protection. C.Instatlation: Install products in accordance with manufacturer's instructions. Provide A.Description: NEMA PB 2 switchboard with electrical ratings and configurations as discharge lighting and other sensitive electronic equipment shall consist of 90°C THHN wall to require cutting of masonry unit corner only. Coordinate masonry cutting to achieve anchors, fasteners, and supports in accordance with NECA"Standard of Installation". Do indicated and specified. The dimensions shown in the detail are based on Siemens. The STAMP: ������OF Mgssq� eNGIN ST E R V I C ES p RAYMOND W DUSSEAULT lil m ELECTRICAL N . v' 141 Industrial Highway Slatersville, RI 02876 FG�ST ' Tel (401) 765-7659 Fax (401) 765-2984 1A1 ry Uj OD Z Q23, N dJ W Lf) F- Q) M W ii Lei.! OV ° U. 0 m F M �,. w U 1 2 3 4 5 6 7 8 z Uj co H - - - I - - - - - - - - - - - - - - I z �- cn o O W IL a n W C I (/3 ° M D.S D.S o ? N G - - - '- - - - - - - - - - - - - - - - - - - - - - - - - - o ob co ■o cn I I I I - - - - - - I - - - I - - - - - - - - - - - - - - - - - ,- - - - F Q Q = ■� N � a - -- I D.S Q W I i \ z - — - — - — - — - — - — - — - — - — - — - — - — - — - i I z O OAT EMO TESTS ATIO Q I PE FIRE D ART ENT I I LIMIT OF ICE &WATER DI CTIO (TYPICAL I � ----! _ � I I � I j I i SHIELD I W co ;� I � i i � I Q F{RE L RM SYS M HV� UNIT HP-1 SHU DOWN RE Y CON ROL MOD L . REFER 0 MECHANICAL i # DRA IN S&CO RDINATE WITH M.C. I co W cp FOR CT LOCH ION. (TYPICAL) SECUURITTYY SERIES I 2 I U SERIES CO HIGH N ��^ -------- -- --- ------,�._._. V) INSULATED ALUMINUM ' � — � � i WP ROOF ACCESS HATCH E MODEL NO.(S-50C) I W CJ I ROOF Hg1TCH LIGHT, L I POLE MOUNTED CONVENIENCE ON THISiDRAWING. j Q / � S LI HT&RECEPTACLE. SEE i I � � I I ( # D TAIL ON THIS DRAWING.(TPICAL) I N I WP Q I I ^ ft 30"WIDE RUBBER WALKWAY PAD,TA IL ED LJ.. ' PER MFG. . ' TITLE: --- ---- ! -- ELECTRICAL: D.S ROOF PLAN IL DATE ISSUED: 02.16.2018 LIMIT OF ICE &WATER i REVISIONS: SHIELD NO. DESCRIPTION DATE I I LIMIT OF ICE EQUIP. REVS. 1/31/18 &WATER SHIELD - -i - - - - - - - - - - - - - - - - - - - - - - - - - - - i - - ' D.S D.S 71/ D.S D.S DRAWN BY: SPC SCALE: 1/411 , 1-01, 1 5 8 DRAWING NO.: ELECTRICAL: ROOF PLAN - POWER & SIGNAL E3m 1 1 f 4 - 11.011 STAMP: WP DC POWER 2#10-3/4"C � N OF MgSSq MINIMUM. REFER TO VOLTAGE eNGIN I E RV I C ES DRAYMONDU SEAULT DROP II m T ELnECTRICAL CD 141 Industrial Highway Slatersville, RI 02876 FG�STE REMOTE HEADS FED Tel (401) 765-7659 Fax (401) 765-2984L FROM EBU. (TYPICAL) R 120VAC EMERGENCY LIGHTING SYMBOL LEGEND NOTES: Lu m � M o 1. E.C. SHALL PROVIDE CIRCUIT CONNECT UN-SWITCHED BREAKER INTO 120V CIRCUIT OF SYMBOL DESCRIPTION MOUNTING Q F- "LOCK-ON" DEVICE FOR ALL CIRCUITS TO z < N EMERGENCY BATTERY UNITS (EBU). ROOM/AREA BEING SERVED. :) t= = o (TYPICAL) SINGLE FACE LED LIGHTED EXIT SIGN WITH EMERGENCY BATTERY BACK-UP. SHADED O w ~ m ♦ QUADRANT DENOTES LIGHTED FACE(S). EQUAL TO LIGHTOLIER#LG-N-1-RC-SD2(HOUSING 0 0- 2. DETAIL IS TYPICAL TO ALL DRAWINGS, UON. (a COLOR TO BE DETERMINED BY ARCHITECT). PROVIDE DIRECTIONAL ARROWS WHERE INDICATED CEILING Q } ON PLANS.CONNECT UN-SWITCHED TO A 120 OR 277VOLT LIGHTING CIRCUIT. a z O TYPICAL EMERGENCY LIGHTING DUAL FACE LED LIGHTED EXIT SIGN WITH EMERGENCY BATTERY BACK-UP.SHADED QUADRANT t LLj m 0 totDENOTES LIGHTED FACE(S), EQUAL TO LIGHTOLIER#LG-N-2-RC-SD2(HOUSING COLOR TO BE FIRE E ALARM SYMBOL LEGEND L`- CC77 t CEILING DETERMINED BY ARCHITECT). PROVIDE DIRECTIONAL ARROWS WHERE INDICATED ON PLANS. 1- °' ui CONNECTION DETAIL CONNECT UN-SWITCHED TO A 120 OR 277VOLT LIGHTING CIRCUIT. cn NOT TO SCALE Z Q R EMERGENCY BATTERY UNIT LIGHTING FIXTURE WITH REMOTE CAPABILITIES. EQUAL TO LITHONIA WALL SYMBOL DESCRIPTION MOUNTING 0 - U #ELM654-H1206-SD-AM-VM(6V, 12-WATTS EACH LAMP). Z 1- Q 3 U SELF-CONTAINED DUAL EMERGENCY LIGHTING FIXTURE. EQUAL TO LITHONIA#ELM2-SD(6V, $D FIRE ALARM SYSTEM PHOTOELECTRIC SMOKE DETECTOR. CEILING Z _ o TYPICAL FIRE STOPPING NOTES WALL/CEILING O 3: t= 12-WATTS EACH LAMP). O o w FIRE ALARM SYSTEM COMBINATION RATE OF RISE AND CEILING cs� ,�+ � m N A. GENERAL: FIRE STOPPING SHALL BE PROVIDED BY THIS CONTRACTOR FOR ALL FLOOR, CEILING AND FIRE WP WEATHER-PROOF, DUAL EMERGENCY LIGHTING FIXTURE WIRED TO EMERGENCY BATTERY UNIT t:/ 135-DEGREES FAHRENHEIT FIXED TEMPERATURE HEAT cn `�'� a cc) RATED WALL PENETRATIONS FOR CONDUIT, SLEEVES AND/OR CABLING AS REQUIRED BY JOB CONDITIONS. LIGHTING FIXTURE WITH REMOTE CAPABILITY. EQUAL TO LIITHONIA#ELA-CBA-T-NX-H1206. WALL � = I DETECTOR. ' O j M B.THE CONTRACTOR SHALL PROVIDE A FIRE STOP SYSTEM IN ACCORDANCE WITH THE FOLLOWING: r�-�-, 5 DUAL EMERGENCY LIGHTING FIXTURE WIRED TO EMERGENCY BATTERY UNIT LIGHTING FIXTURE FIRE ALARM SYSTEM 197-DEGREES FAHRENHEIT FIXED CEILING �' rfi "' 1.THE SYSTEM SHALL CONSIST OF A WATERBASED SEALANT AND SUITABLE DAMMING MATERIALS(WHERE N WALL/CEILING O o < m WITH REMOTE CAPABILITY. EQUAL TO LIITHONIA#ELA-CBA-T-IND-H1206. 197 TEMPERATURE HEAT DETECTOR. ■o REQUIRED)AND BE INSTALLED PER MANUFACTURER'S REQUIREMENTS. CL 2.THE SEALANT SUPPLIED SHALL BE A TWO STAGED INTUMESCENT AND CAPABLE OF EXPANDING UP TO 8 TIMES ITS ORIGINAL VOLUME. FIRE ALARM SYSTEM DUCT SMOKE DETECTOR; INSTALLED BY HVAC CONTRACTOR& FURNISHED AND WIRED BY ELECTRICAL CEILING F-- 3. THE SEALANT SUPPLIED SHALL CONTAIN NO ASBESTOS, NO FIBERGLASS,AND NO SOLVENTS NOT CORROSIVE CONTRACTOR. 7 MINERAL SALTS OF ANY KIND. W 4.THE SEALANT SHALL FORM A SURFACE CAPABLE OF BEING SANDED AND PAINTED TO MATCH SURROUNDING FIRE ALARM SHUT DOWN RELAY. SURFACES AND SHALL BE IMPERVIOUS TO WATER WHEN DRY. W 5. THE FIRE STOP SYSTEM SHALL BE TESTED TO THE TIME/TEMPERATURE REQUIREMENTS OF ASTM E119 AND 48"AFF TO TOP OF 0 W SHALL BE UL1479(ASTM E814) AND CLASSIFIED FOR UP TO 3 HOURS. FF I FIRE ALARM SYSTEM MANUAL DOUBLE ACTION PULL STATION. HANDLE. _j 0. Lo 6.THE FIRE STOP SEALANT SHALL BE SPECSEAL SEALANT AS MANUFACTURED BY SPECIFIED TECHNOLOGIES, W F- Lo INC. OR APPROVED EQUAL. F FIRE ALARM SYSTEM STROBE.ALL STROBES SHALL BE 80"AFF > U) 75cd 7. SPECIAL CARE SHALL BE TAKEN WITH ELECTRICAL SYSTEMS NOT TO COMPROMISE ANY OF THE BUILDING FIRE Q SYNCHRONIZED AND COMPLY WITH ADA. W N PARTITIONS, FLOORS,WALLS OR MEMBRANES. PROVIDE ALL FIRESTOPPING REQUIRED TO COMPLY WITH THE NOTE: 0 z C) BUILDING CODE,THE ELECTRICAL CODE AND THE UL LISTING OF EACH ASSEMBLY. COORDINATE LOCATIONS AND REFER TO PLANS FOR ACTUAL TYPES OF MEMBRANES WITH ARCHITECT. QUANTITY OF DEVICES. (TYP) 7r� FIRE ALARM SYSTEM AUDIBLE/STROBE. ALL AUDIBLE/STROBES _I Q SHALL BE SYNCHRONIZED AND COMPLY WITH ADA. "WP" Q W LF INDICATES TO PROVIDE WEATHER-PROOF DEVICE. "LF" INDICATES 80"AFF t 1 W F WP HORN SHALL BE 520Hz LOW-FREQUENCY TYPE DEVICE. "75cd" V ' INDICATES CANDELA RATING OF STROBE. Z W FIRE ALARM NOTES W N J 75cd FIRE ALARM SYSTEM CEILING TYPE AUDIBLE/STROBE.ALL 2 1. E.C. SHALL PROVIDE CIRCUIT BREAKER LOCK-ON DEVICES FOR FACP AND NAC CIRCUIT. LF AUDIBLE/STROBES SHALL BE SYNCHRONIZED AND COMPLY WITH CEILING O F 2. E.C. SHALL FURNISH AND INSTALL REMOTE INDICATING LIGHTS/TEST SWITCHES FOR DUCT SMOKE DETECTORS. WP ADA. "WP" INDICATES TO PROVIDE WEATHER-PROOF DEVICE. "LF" Z INDICATES HORN SHALL BE 520Hz LOW-FREQUENCY TYPE DEVICE. O m 3. REFER TO FLOOR PLANS FOR EXACT NUMBER OF DEVICES AND CANDELA RATINGS. U N I-- FIRE ALARM SYSTEM AUDIBLE ONLY. ALL AUDIBLE DEVICES SHALL ♦♦^^" ''^^ 4. COLOR CODE WIRING PER THE LATEST EDITION OF THE STATE FIRE CODE. LF BE SYNCHRONIZED AND COMPLY WITH ADA. "LF" INDICATES HORN 80"AFF of vJ 5. SPLICES WILL NOT BE ALLOWED.WIRENUTS WILL NOT BE ALLOWED. TYPICAL NOTIFICATION CIRCUIT F SHALL BE 520Hz LOW-FREQUENCY TYPE DEVICE. 'W^ " O U) 6. RED PAINTED TERMINAL CABINETS&BOXES WITH LOCKABLE COVERS SHALL BE PROVIDED AT ALL JUNCTION POINTS. O FIRE ALARM SYSTEM CONTROL MODULE. N 7.AFC FIRE ALARM/CONTROL CABLE TYPE MC (UL LISTED) MAY BE USED ABOVE CEILINGS AND IN CONCEALED AREAS O r WHERE ACCEPTABLE TO THE LOCAL AUTHORITY HAVING JURISDICTION. EXPOSED AREAS SHALL BE EMT, PAINTED PER ARCHITECTS DIRECTION.ALL CONDUCTORS SHALL BE A MINIMUM OF#16AWG SOLID COPPER,TYPE THHN, THWN OR TFN. FIRE ALARM SYSTEM MONITOR MODULE. n/ ALL WIRING SHALL RUN CONTINUOUSLY FROM DEVICE TO DEVICE. "NAC"PANEL NOTE: L.L REFER TO PLANS FOR ACTUAL a- 8. THE CONTRACTOR AT COMPLETETION OF THE FIRE ALARM SYSTEM SHALL TEST THE ENTIRE SYSTEM PER THE LOCAL QUANTITY OF DEVICES. (TYP) ® FIRE ALARM SYSTEM DEVICE REMOTE TEST STATION WITH LED FIRE DEPARTMENTS REQUIREMENTS. THE CONTRACTOR SHALL REPLACE OR FIX ANY PART OF THE SYSTEM NOT INDICATING LIGHT. PROPERLY WORKING. 120Vac -9. THE MINIMUM SEPARATION BETWEEN THE OUTGOING AND RETURN FIRE ALARM CIRCUITS SHALL BE A MINIMUM OF TITLE: BATTERIES 1-FOOT VERTICALLY AND 4-FEET HORIZONTALLY IN ACCORDANCE WITH THE PROVISIONS OF NFPA-72. H M LF FIRE ALARM MASTER BOX. 10.ALL FIRE ALARM SYSTEM COMPONENTS&MOUNTING HEIGHTS SHALL COMPLY WITH ADA REQUIREMENTS. NOTE: im ELECTRICAL. PROVIDE PER DK WEATHER-PROOF KNOX-BOX. LOCATE PER LOCALAHJ. LIFE SAFETY 11. E.C. SHALL PROVIDE ANY AND ALL AUXILARY EQUIPMENT IN ORDER TO PROVIDE A COMPLETE, PROPERLY FUNCTIONING MANUFACTURERS �+ SYSTEM. COORDINATE REQUIREMENTS WITH LOCAL MANUFACTURERS REP. RECOMMENDATIONS. TYPICAL ADDRESSABLE LOOP LEGENDS V DS � 12.ALL FIRE ALARM STROBE SIGNAL DEVICES SHALL BE SYNCHRONIZED TYPE DEVICES AND COMPLY WITH ADA (TYPICAL) WP FIRE ALARM SYSTEM BEACON. "WP" INDICATES TO PROVIDE WEATHER-PROOF DEVICE. REQUIREMENTS. DATE ISSUED: 02.16.2018 13. NO T-TAPPING OF FIRE ALARM WIRING SHALL BE ALLOWED. (TYPICAL) RADIO ANTENNA PER NOTE: FIRE/SMOKE DAMPER PROVIDED BY THE MECHANICAL THE LOCAL FIRE �\ THIS SCHEMATIC IS FOR INFORMATIONAL CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AN REVISIONS: 14.ALL FIRE ALARM WIRING & RACEWAY SHALL BE SUPPORTED BY THE BUILDING STRUCTURE AND SHALL NOT BE LOCATED DEPARTMENTS PURPOSES ONLY TO THE CONFIGURATION INDIVIDUAL FIRE ALARM SYSTEM CONTROL RELAY MODULE AND NO. DESCRIPTION DATE AS TO BE DAMAGED BY BUILDING USE. REQUIREMENTS. OF THE SYSTEM. COORDINATE WITH THE TIE-IN DAMPER INTO THE FIRE ALARM SYSTEM. PROVIDE 120VAC 15. PROVIDE A WEATHER-PROOF KNOX-BOX 3200 SERIES ON THE EXTERIOR OF THE BUILDING. COORDINATE EXACT V MANUFACTURER FOR ACTUAL WIRING AND POWER SUPPLY CIRCUIT AS REQUIRED. LOCATION WITH LOCAL FIRE DEPARTMENT. CONNECTION REQUIREMENTS.THIS EQUIP. REVS. 1/31/18 SCHEMATIC DOES NOT INDICATE ALL 16.ALL SMOKE DETECTORS SHALL BE MOUNTED ON THE CEILING AND UL LISTED FOR CEILING MOUNTING AND LOCATED DEVICES. F P ADDRESSABLE FIRE ALARM CONTROL UNIT (PANEL). NOT LESS THAN 12-INCHES FROM ANY WALL. DETECTORS SHALL NOT BE IN A DIRECT AIR FLOW NOR CLOSER THAN 3-FEET FIRE ALARM FROM ANY AIR SUPPLY DIFFUSER. (TYPICAL) M FM CONTROL ONTR 17. UL LISTED INSULATED THROAT, SET SCREW CONNECTORS SHALL BE USED WITH MC CABLE INSTALLATIONS, (CLAMP AES RADIO MASTER-BOX FAA REMOTE FIRE ALARM ANNUNCIATOR(PANEL). CONNECTORS ARE NOT ALLOWED).A CABLE CUTTING TOOL WITH CONTROLLED DEPTH OF CUT SHALL BE USED IN ALL MC FIRE ALARM SYSTEM DRILL CABLE INSTALLATIONS. PER THE LOCAL FIRE WE] 120Vac SWITCH IN OFFICE.VERIFY EXACT DEPARTMENTS FIRE ALARM SYSTEM NOTIFICATION APPLIANCE CIRCUIT 18. FAULT ISOLATION MODULES SHALL BE INSTALLED FOR EVERY 25 DEVICES AND IN NO CASE SHALL THE LENGTH OF AN REQUIREMENTS. - LOCATION WITH OWNER. � EXTENDER PANEL (BOOSTER).AREA BE DISABLED BY A WIRE-TO-WIRE SHORT CIRCUIT FAULT EXCEED 200' IN ANY ONE DIRECTION. WHERE A SINGLE ( OSTER). DRAWN BY: CIRCUIT SERVES MORE THAN ONE FLOOR; FAULT ISOLATION MODULES SHALL BE INSTALLED TO PREVENT A WIRE-TO-WIRE BATTERIES SPC SHORT CIRCUIT FAULT ON ONE FLOOR TO DISABLE THE CIRCUIT ON ANOTHER FLOOR. LOW VOLTAGE MAGNETIC DOOR HOLDER TIE INTO THE FIRE 19. WIRING FOR THE FIRE ALARM SYSTEM SHALL BE CLASS "A". (2) DEDICATED TELEPHONE DN LINES TO CENTRAL MONITORING ALARM SYSTEM VIA AN INDIVIDUAL CONTROL RELAY MODULE. SCALE: 1/411 20. REFER TO THE SPECIFICATIONS FOR THE "SEQUENCE OF OPERATION"AND ADDITIONAL INFORMATION. COMPANY. 21. E.C. SHALL PRODUCE A MANUFACTURER'S COMPLETE FIRE ALARM SYSTEM ONE-LINE DIAGRAM AND ADDRESS PLAN DRAWING NO.: DURING THE SHOP DRAWING SUBMITTAL PROCESS. TYPICAL FIRE ALARM SCHEMATIC 22. E.C. SHALL PROVIDE ALARM INDICATORS AND HVAC EQUIPMENT OVERRIDE SWITCHES MOUNTED IN UTILITY ROOMS NOT TO SCALE WITH FIRE ALARM PANEL.ALL SWITCHES AND HEATING UNITS SHALL BE CLEARLY LABELED BY NUMBERS AS PER PLANS. 23. E.C. SHALL OBTAIN FROM THE LOCAL FIRE DEPARTMENT,A LIST OF FIRE ALARM ZONE CODES AND DESCRIPTIONS AND E3m2 PROGRAM INTO FIRE ALARM SYSTEM AS REQUIRED. Ad STAMP: electrical contractor (E.C.) shall be responsible for verifying physicl sizes of any 2.17 FIRE ALARM SYSTEM service grounding system. E.Feeders consisting of multiple cables and raceways shall be arranged such that each obstructions are encountered in any conduit which will not permit nandrel to pass, substituted equipment and ensure the equipment will fit in the space shown with all raceway of the feeder contains one 1 cable for each le and one 1 neutral cable, if an remove and replace the blocked section. Incl ele < all OF M required clearances prior to submitting substituted equipment shop drawings. Bracing and A.GENERAL 2.19 TELEPHONE Y O 9 O Y• backfilltng repair of concrete n r v I �N ASS iv evices shot{ be such as to withstand and interrupt short circuit stresses of 1. The contractor shall submit complete documentation for the Fire Alarm/Life Safety A.Provide incoming telephone service raceways and cable as indicated on Drawings or as F.For circuitry indicted as being protected at 20 Amps or less,abide by the following: �emi F R V(C ES �'�RAYMOND W. protective d the conduit replacement. o 1 short circuit whichever is larger. The main System Data Sheets for all items to ensure compliance with these specifications. required by the serving telephone company. Provide 8'x 8'x V plywood board (and one 1. All 20 amp, 120/208 volt, 3-phase,4 wire combined branch circuit homeruns shall be � DUSSEAULT III m 65,000 amps symmetrical or available s 9 switchboard shall be listed with an Underwriters {abet attesting to its suitability as service Copies of this information shall be submitted as required to the Architect award of double duplex outlet) on wall for telephone equipment. Provide 3/4-inch thick plywood provided with a#8 AWG neutral conductor. P.Provide a nylon cord for the pulling of cable in co Ic t�I ' be 8 ELECTRICAL i entrance equipment. Acceptable manufacturers are Cutler-Hammer, Square D, Siemens this work and shall be subject to the approval of the architect. board,fire-retardant-treated and stamped FRT,securely anchored to the wall. 2.Minimum conductor size shall be No. 12 AWG cooper. installed as part of the electric work. N . 9 �' or General Electric. Provide manufacturers integral transient voltage surge suppression 2.The contractor shall submit, as art of the complete bid documentation package, B.The Electrical Contractor shall provide and install telephone outlet backboxes per the Q.The Electrical Sub-Contractor shall proviTel (401r�r� 5-7659 �� '1) 6i1 76 �tSTE ^ �' P P P g 3.Conductors operating at 120 volts extending in excess of 100 ft. or at 277 volts support of all cables and wires. Tel (401) 765-7659 Fax (401} 765-2984 '� t� TVSS on main. certification that the engineered system distributor is a full authorized facto trained Owner's specifications and direction as shown on the plans. Provide a copper ground barb ( ) 9� Y Y factory extending in excess of 200 ft., or the last outlet or fixture tap shall be No. 10 AWG and certified distributor of the system detailed within this specification. (1/4" thick x 4" high x 36" long) with wall mounting brackets, insulators and a #6AWG R.Provide a continuous nylon warning tape above each full length of duct bank 12 inches B.Ratings: Y P cooper throughout. 3.All equipment and material shall be new and unused, and listed b Underwriter's copper exothermically welded pigtail in each telephone room and telephone terminal below grade. 1. Voltage:208Y/120 volts as required. y board. Connect i tail to building steel or electrical service grounding system per the 4.Lighting fixtures and receptacles shall not be connected to the same circuit. Laboratories for the specific intended purpose. All control panel components, field pig g g g y P 3.7 SUPPORTS AND FASTENINGS 2.Configuration:Three-phase,four wire,grounded. telephone company's requirements. G.Type MC Cable Installation: peripherals and interactive computer peripherals shall be designed for continuous A.Support work in accordance with best industry standards, and Local Electric Code. 3.Main Bus: 1200 amperes., duty operation without degradation of function or performance. C.PBX(private branch exchange)equipment by Owner. 1. Where able is permitted under the products section,the installation of same shall be 4.Integrated Equipment Rating:As noted on the plans. 4.All equipment covered b this specification or noted on installation drawings shall be 2.20 CABLE TELEVISION done in accordance with code and the following: B.Include supporting frames or racks for equipment, intended for vertical surface mounting, Y P 9 which is required in a free standing position. C.Main Section Devices: Individually mounted. the best equipment suited for the application and shall be provided by a single A.Provide incomingcable television service raceways and cable as indicated on Drawings a.Cable shall be supported in accordance with code. Tie wire is not an acceptable C.Su L9L N o i` Y g means of support. Cable supports such as Caddy WMX-6, MX-3, and clamps pporting frames or racks shall be of standard angle, standard channel or specialty m N to N manufacturer. or as required by the serving cable television company. Provide 8'x 8'x%"plywood board su V n D.Distribution Section Devices: Group mounted. such as Caddy 449 shall be used. Where cables are supported by the structure pport system steel members. They shall be rigidly bolted or welded together and < N � 5.Provide all equipment and accessories and compatible devices for a complete and (and one double duplex outlet) on wall for cable equipment. Provide 3/4-inch thick adequately braces to form a substantial structure. Racks shall be of ample size to assure C1 r` E.Auxiliary Section Devices: Individually mounted. and only need securing in place, then ty-raps will be acceptable. Ty-raps are Z Q N fully functioning fire alarm system. The fire alarm system shall be coordinated with plywood board, fire-retardant-treated and stamped FRT, securely anchored to the wall. a workmanlike arrangement of all equipment mounted on them. D 2 T F.Bus Material: Copper with tin plating, size. not acceptable as a means of support. All fittings, hangers, and clamps for 00 PP P g and inspected by the local fire department, and any inconsistency mentioned during Provide flush mounted CATV outlets with 3/4-inch EMT conduit concealed from outlet box support and termination of cables shall be of e specifically designed for use D.No work intended for exposed installation shall be mounted directly on an building i- = o G.Bus Connections: Bolted,accessible from front for maintenance. any inspection shall be corrected by contractor at no additional cost to owner. to able terminal board. Leave a pull string in all empty conduits. PP YP P Y g P y Y g o w i- to with cable, i.e., romex connectors not acceptable. surface. In such locations,flat bar members or spaces shall be used to create a minimum _ w D _ H.Ground Bus: Extend length of the switchboard. 6.The control panel shall contain a microprocessor with 10/100 ethernet media access B.Provide a copper ground bar(1/4"thick x 4"high x 36" long)with wall mounting brackets, of '/4" air space between the building surfaces and the work. Provide W thick exterior � O a controller MAC The system shall be designed specifically for fire detection, and insulators and a #6AWG copper exothermically welded pigtail in each CAN terminal b.Armor of Co.; noable shall be removed with rotary cutter device equal to roto-split by { 1. Molded Case Circuit Breakers: (distribution)molded case breakers with inverse time and (MAC). Y 9 P Y PP Y P 9 Seatek .; not with a hacksaw. grade plywood painted with two (2) coats of fire-retardant gray paint for mounting of � � � instantaneous tripping characteristics. Provide circuit breakers UL listed as Type HACR notification applications. room and main CATV terminal board.Connect pig tail to building steel or electrical service panelboards. for air-conditioning equipment branch circuits. Circuit breakers shall have 7.The installing contractor shall coordinate master-box, radio-box, and/or dialer grounding system per the CATV utility company's requirements. c. Use split"Insuliner"sleeves at terminations. _ D J Cl- E.Nothing (including outlet, pull and junction boxes and fittings) shall depend on electric Z O 2 thermal-magnetic trip units and inverse time-current characteristics. requirements with local fire department. C.The Electrical Contractor shall provide and install the CAN outlet backboxes per the conduits, raceways or cables for support. IL V ° . J. Molded Case Circuit Breakers: main breaker 2000am ere / 3-pole inverse time, Owner's specifications and direction as shown on the plans. 3.4 REQUIREMENTS GOVERNING ELECTRICAL WORK IN DAMP OR WET m � ( ) P P B.FIRE ALARM LIFE SAFETY SYSTEM SEQUENCE OF OPERATION F.Nothing shall rest on,or depend for support on, suspended ceiling media. M W instantaneous tripping characteristics and ground fault protection shall be provided. PART 3-EXECUTION LOCATIONS 1. The operation of a manual station or activation of any automatic alarm initiating K.Line and Load Terminations: Accessible from the front only of the switchboard, suitable device(system smoke, heat,waterflow)shall automatically: G.Support less than 2" trade size, vertically run, conduits at intervals no greater than 8'. 3.1 BASIC REQUIREMENTS Support such conduits, 2-1/2"trade size or larger, at intervals no greater than they story M a for the conductor materials and sizes indicated. a.Initiate the transmission of the alarm to the Municipal Fire Station or approved A.Outlets and outlet size boxes shall be of galvanized cast ferrous metal only. height, or 15',whichever is smaller. a Z 0- A.Adhere to best industry practice and the following: B.The finish of threaded steel conduit shall be galvanized only. H.Where the are not embedded in concrete, support U L.Pull/Tap Section: Size as required. Depth and height to match switchboard. Central Station via the Local Energy or Radio Master-box. 1. All work shall be concealed. g y Y pport less than 1" trade size, horizontally W 3 M.Future Provisions: Fully equip spaces for future devices with bussing and bus strap b.Sound a code 3 temporal evacuation signal over all audio circuits, except in C.Wires for pulling into raceways for lighting and appliance branch circuitry shall be limited run, conduits at intervals no greater than 7'. Support such conduits, 1" trade size or Z 1-- ¢ 1 connections for maximum CB listed, suitably insulated and braced for short circuit 2.Route circuitry runs embedded in concrete to coordinate with structural requirements. larger,at intervals no greater than 10'. _j 0 y designated areas of assembly. In designated areas of assembly (sound a to"THWN". g g � ti currents. Provide continuous current rating as indicated. pre-recorded voice message)and/or conduct manual voice evacuation from the 3.Equip each raceway intended for the future installation of wire or cable with a nylon 1. Support all lighting fixtures directly from structural slab,deck or framing member. LJJ N D.Wires for pulling into raceways for feeders shot!be limited to'THWN". g g y 9 H � o N.Pull Box: If required, shall have removable top and sides, same construction as system microphone(s) located at the FACP or remote location(s) in accordance pulling cord 3/16"in diameter and clearly identify both ends of the raceway. J. Where fixtures and ceilings are such as to require fixture support from ceiling switchboard, size as shown on Drawings. Provide insulating, fire-resistive bottom with with the loaf requirements. 4.Provide all outlet boxes, 'unction boxes, and pull boxes for proper wire pulling and E.Plates for toggle switches and receptacles shall have gasketed snap shut covers suitable 9 q pP g openings W - 1 P P P P 9 for wet locations while in use. frames, include in the electric work the members necessary to tie back the ceiling opening 0 o separate openings for each circuit to pass into switchboard, c. Flash all visual signals throughout the building in a synchronized manner. device installation. Include those omitted from the drawings due to symbolic frames to ceiling suspension members or slabs so as to provide actual support for the a W � N O.E.C. shall coordinate with general and mechanical contractors prior to installation of the d.Flash an alarm LED and sound an audible signal at the FACP. Upon methods of notation. F.Final connections of flexible conduit shall be neoprene sheathed. fixtures noted above. � ., c~i- 0 i° switchboard or an mechanical systems to verify and ensure all systems, piping, G.Apply one (1) layer of half looped plastic electric insulating tape over wire nuts used for � _ CO y Y f1` Y P P 9, acknowledgement, the alarm LED shall light steadily and the audible shalt 5.Utilize lugs of the limited type to make connections at both ends of cables installed K.As a minimum procedure, in suspended ceilings support smalls runs of circuitry (e.g., � O � N ductwork, etc... foreign to switchboard will comply with NEC article 110 for "working joining the conductors of wires. ,. 0 D M 9 P Y 9 silence. Subsequent alarms shall re-initiate this sequence. on the line side of main service overcurrent and switching devices. Provide cable conduit not in excess of 1"trade size)from ceiling suspension members as defined above. � , space"and"dedicated electrical space". e.Upon alarm initiation by an elevator lobby smoke detector or other designated limiters for each end of each service entrance cable. H.Enclosures,junction boxes, pull boxes,cabinets, cabinet trims,wiring troughs and the like, Support larger runs of circuitry directly from structural slabs,decks or framing members. E�_- o P.The switchboard shall be provided with an engraved nameplate on the front indicating the shall be fabricated of galvanized sheet metal,shall conform to the following: o Q LO = p 9 P g recall device, recall all elevators that serve the floor of initialization to the main 6.Beyond the termination of raceways,fireproof the following: L.Fasten electric work to building structure in accordance with the best industry practice. designation, voltage, rating of main circuit breaker or main lugs and source of supply. In egress level. If the alarm initiates on the main egress level, return the elevator a.All wires and cables within pad-mounted transformer enclosure. 1. They shall be constructed with continuously welded joints and seams. M.Floor mounted equipment shall not be held in place sole) b its own dead weight. 410`� N > a v nameplates indi tin Y Y 9 addition, all branch circuit breakers shall be provided with engravedindicating to the alternate floor as directed by the Coal authority having jurisdiction. 2.Their edges and weld spots shall be factory treated with cold galvanizing compound. Include floor anchor fastenings in all cases. the designation of the load being fed (i.e."Panel LB-1"). b.All service feeder cables ahead of main service overcurrent protection devices, f. Visually indicate the alarm initiating device type and location via the LCD display and elsewhere where not in raceways. 3.Their connection to circuitry shall be by means of watertight hub connectors with N.For items which are shown as being ceiling mounted at locations where fastenings to the Q.Enclosure:Type 1 -General Purpose. located at the FACP (and at any remote annunciators) and (illuminate the 7.Fireproofing of wires and cables shall be by means of a half-lapped layer of arcproof sealing rings. building construction element above is not possible, provide suitably auxiliary channel or 1. Align sections at front and rear. appropriate alarm zone LED at the remote annunciator). 1. Enclosures for individual) angle iron bridging tin to building structural elements. g or by means of sleeving of a type specifically manufactured for the purpose. Ends of y mounted switching and overcurrent devices shall be NEMA 9 9. 9 tying 9 �"" 2.Switchboard Height: 90 inches,excluding floor sills, lifting members and pull boxes. g.Automatically shut down or control HVAC equipment to initiate smoke control tape or sleeving shall be severed with twine. Fireproofing shall be extended up into Class IV weatherproof construction. O.As a minimum procedure, where weight applied to the attachment points is 100 lbs. or Z functions as required. Manual override controls and programmable relay raceways. After conductors have been final) shaped into their J. The covers,doors and plates and trims used in conjunction with all enclosures, pull boxes, 3.Finish: Manufacturer's standard light gray enamel over external surfaces. Coat y y p permanent less,fasten to concrete and solid masonry with bolts and expansion shields. ' ` t interface shall serve as an interface to the Building Automation System. configuration,fireproofing tape or sleeving shall be coated with silicate of soda water W internal surfaces with minimum one coat corrosion-resisting paint, or plate with g P 9 P 9 ( outlet boxes,junction boxes,cabinets and the like shall be equipped with gaskets. P.As a minimum procedure,where weight applied to building attachment points exceed 100 cadmium or zinc. h.Operate prioritized outputs to release all magnetically held smoke doors and glass). Fireproofing shall be applied in an overall manner to raceway groupings of K.Panels shall be equipped with doors without exception. lbs., but is 300 lbs.or less,conform to the following: 5 R.Provide a micro-processor based monitoring device that provides simultaneous current, magnetically locked doors throughout the building. conductors. voltage, and frequency metering. 1%accuracy for AC amperes and AC voltage and 0.5% i. Activate the exterior weatherproof beacon. 8.Provide all sleeves through fireproof and waterproof slabs, walls, etc., required for L.The following shall be interpreted as damp or wet locations within building confines: 1. steel field poured concrete slabs, utilize inserts with 20' minimum length slip-through W 1. Spaces where an designations indicating weatherproof p P pp steel rods,set transverse to reinforcing steel. O 1 � 1 accuracy for frequency. C.WIRING electric work. P Y 9 9 p (V1IP)or vapor roof appear W S.Current Transformers: ANSI C57.13, 5 ampere secondary, wound or window e, with 9.Provide waterproof sealing for the sleeves through waterproof slabs,walls,etc. on the drawings. 3.8 REQUIREMENTS FOR THE INSTALLATION OF JUNCTION BOXES, OUTLET n/ p ry, type, 1. Provide in accordance with manufacturer's instructions all wiring, conduit and outlet BOXES AND PULL BOXES LL Lo single secondary winding and secondary shorting device, rima /seconda ratio as 2.Below waterproofing in slabs applied directly r grade. W I.- g ry 9 rY 9 P rY ry' boxes required for the installation of complete system as described herein and as 10. Provide fireproof sealing for the sleeves through fireproof walls, slabs,etc. A.Flush wall-mounted outlet boxes shall not be set back to back but shall be offset at least required, burden and accuracy consistent with connected metering and relay devices, 60 shown on the drawings. Wiring shall be Class A. 3.Spaces defined as wet or damp locations by Article 100 of the National Electric Code. 11. Provide fireproof sealing for the openings in fireproof walls, slabs, etc., resulting 12"horizontally regardless of any indication on the drawings. > rn (Q hertz. 2.Installation and fire alarm system wiring shall be installed in metal raceway. An from removal of existing electrical sleeves,conduits, poke-thru's etc. 3.5 REQUIREMENTS GOVERNING ELECTRIC WORK IN AIR HANDLING SPACES Z) Z N B.Locate all boxes so that their removable covers are accessible without necessitating the T.Potential Transformers: ANSI C57.13, 120 volt single secondary, disconnecting type with equipment bonding conductor shall be provided in all flexible metallic raceways. 12. No splicing of wires will be permitted in the Fire Alarm System. A.Within air handling ductwork or plenums space above ceilings,all wiring shall comply with removal of parts of permanent building structure, including ductwork and other integral fuse mountings, primary/secondary ratio as required, burden and accuracy 3.Color code for fire alarm systems shall be per the State Fire Alarm code. q P P 0 requirements for return air plenums and be plenum rated P g 9 ' 13. Bundle wiring passing through pull boxes and panelboards in a neat and permanent mechanical elements. consistent with connected metering and relay devices,60 Hertz. B.Abide b the requirements specified 4.DC supply to the main fire alarm panel shall be white and black. Fire alarm primary orderly manner with plastic cable ties. Cable ties shall be by Ty-Raps as Y q p cified for electric work in damp locations within building C.In conjunction with concealed circuitry, abide by one of the following instructions (as may J � Q U.Tighten accessible bus connections and mechanical fasteners after placing switchboard. confines. power source shall be on dedicated branch circuit. Circuit breaker locks shall be manufactured by Thomas & Betts, Holub Industries Inc., Quick Wrap, Bundy Unirap, be applicable to the conditions) in order to assure the aforementioned accessibility. (Not C 5 Adjust all operating mechanisms for free mechanical movement. Tighten bolted bus used. If a separate feed is required for the battery charger it shall be black and white or equal. C.Where circuitry passes through duct walls, include, in accordance with instructions issued required for circuitry concealed by removable suspended ceiling tiles.) < W G connections in accordance with manufacturers instructions.Adjust circuit breaker trip and unless the main fire alarm panel required only AC feed. In this case the conductors 14. Turn branch circuits and auxiliary system wiring out of wiring gutters of 90 in the field, airtight sealing provisions which allow for a relative movement between the D. a small (outlet size) box on circuitry concealed in a partition or wall, locate box or / � time delay settings to values as required by manufacturer. to the batterycharger shall be red and white and shall be on a circuit breaker of fits circuit and the duct walls. U W (0 W 9 degrees to circuit breakers and terminal lugs. circuitry fitting so that its removable cover side, (or the face of any applied raised cover)penetrates n/ 2.15 ENCLOSED CONTACTORS own. 3.2 TESTING REQUIREMENTS&INSTRUCTIONS D.Exclude the installation of type NM or NMC cable. through to within 1/8" of the exposed surface of the building materials concealing the 0L A.Generat purpose contactors: NEMA ICS 2, AC general purpose magnetic contactor. Coil 5.Conductors shall be minimum #14-gauge solid copper type THHN/THWN. W 2 N Voltage as indicated. Poles as indicated. Size as indicated. Enclosure per ANSI/NEMA Conductor's size shall be increased as required to maintain voltage drop to a A.Where any repairs, modifications, adjustments, tests or checks are to be made, the E.In spaces within suspended ceilings used for air handling purposes, abide by the circuitry and apply a blank or device plate to suit the functional requirements. g requirements specified for normal electric work conditions except: E.For a large box on circuitry concealed in a partition,suspended ceiling, or wall, locate box r Y maximum of 3%.All AC and DC portions of the system shall be installed in separate Contractor shall contact the Engineer to determine if the work should be performed by or totally hidden but with its removable cover directly behind an architectural access door or 2 ICS 6, Type as scheduled. P Y P B.Lighting contactors: NEMA iCS 2, magnetic lighting contactor. Coil Voltage as indicated. raceway. Addressable loop wiring may be #16 providing manufacturer's with the Manufacturer's Representative. F.Lighting fixtures recessed into the ceilings sha)l be certified as being suitable for this purpose. panel (included for the purpose, separate from the electric work) in the building Poles as indicated. Size as indicated. Contact Rating shall match branch circuit recommended distance is observed. Systems requiring shielded wiring for B.Tests are to: construction which conceals the circuitry. Z overcurrent protection,considering de-rating for continuous loads. addressable loops shall not be acceptable. 1. Provide initial equipment/system acceptance. 3.6 UNDERGROUND CONDUIT DUCT BANKS F.Include all required junction and pull boxes regardless of indications on the drawings O co W 6.Red painted terminal cabinets with hinged local covers shall be provided at all A.The electrical work required in conjunction with underground conduit banks shall include f '1 C.Accessories: Provide Pushbuttons and Selector Switches per NEMA ICS 2, heavy duty 2.Provide recorded data for future routine maintenance and trouble-shooting. providing all conduits. (which,due to symbolic methods of notation,may omit to show some of them). V � t� junction points. All conductor splices shall be made on screw type terminal blocks, P 9 IN r type. Provide indicting lights per NEMA ICS 2, push-to-test type. Provide auxiliary wire nuts shall not be used. All terminals within terminal cabinet shall be properly 3.Provide assurance that each system component is installed satisfactorily and an be G.Unless noted below or otherwise specifically indicted, include a separate outlet box for ♦� contacts per NEMA ICS 2, Class A300 or A600 as required per equipment served. P P y B.Conduits for underground banks shall be: Q 6 r V) P q P labeled. Provide terminal cabinet at each building cable entrance and at other expected to perform, and continue to perform its specified function with reasonable each individual wiring device, lighting fixture and signal or communication system outlet reliability throughout the life of the facility. 1. Trade diameter size as indicated but in no case less than one inch. component. Outlet boxes supplied attached to lighting fixtures shall not be used as 2.16 INTERIOR LUMINAIRES locations as required. W O fixtures shall be in accordance with identifications as follows: 7,All fire alarm initiating zone and signal wiring shall be wired Class A. C.At any stage of construction and when observed, any electrical equipment or system 2.Polyvinyl chloride Schedule 40 (approved far encased burial}duct, rigid steel conduit replacements for the boxes specified herein. !/� qqi A.Lighting f for vertical elbows and straight sections used to v) determined to be damaged, or faulty, is to be reported to the Engineer. Corrective action g penetrate equipment pads, building H.Utilize an outlet box no smaller than 5"square by 2-1/2"deep. �'"� B.All tamping shall be of the highest quality available. 8.Final connections between the equipment and the wiring system shall be made by the Contractor requires prior Engineer approval, retesting,and inspection. foundation walls and concrete slabs. V under the direct supervision of a representative of the manufacturer. I. Allow no fixture to be supplied from an outlet box in another room. N C.Finishes shall be as selected by the Architect or as indicated on the plans. P P D.When the electrical tests and inspections specified or required within Division 16 are C.AII conduits indicated as being incorporated into conduit banks unless specifically noted J.Multiple local switches indicated at a single location shall be gang-mounted in a single D.Any additional appurtenances required for installation and operation, where same are not 9.Upon completion of the installation of fire alarm equipment, the electrical contractor completed and results reported, reviewed, and approved b the Engineer, the Contractor as rigid steel conduits shall be encased in a concrete envelope which accommodates the g g g g T_ shall provide to the engineer a signed statement substantial) in the form as follows: P P PP y g outlet box. O covered by the identification used on the drawings,shall be included. Lighting fixtures and P 9 9 Y may consider that portion of the electrical equipment system or installation electrically indicated configuration of conduits and which encompasses dimensions as follows: K.Install junction boxes,pull boxes and outlet boxes in conjunction with concealed circuitry. W equipment shall be furnished complete, wired and assembled, including canopies, {amps a.The undersigned having been engaged as the electrical contractor on this complete. The Contractor will then affix appropriate, approved, and dated completion or 1. Outside surfaces of conduits to outside surface of envelope where reinforcement of LL and other incidental items. Install specified lamps in each luminaire. project confirms the fire alarm equipment was installed in accordance with the calibration labels to the tested equipment and notify the Engineer of electrical completion. encasement is required-6"minimum. L.Close up all unused circuitry openings in outlet boxes. Unused openings in cast boxes E.Recessed fixtures shall be coordinated with ceiling construction by the Electrical specifications and in accordance with wiring diagrams, instructions, and If the Engineer finds completed work unacceptable, he will notify the Contractor in writing shall be closed with approved cast metal threaded plugs. Unused openings in sheet Q. 2.Outside surfaces of conduits to outside surface of envelope where no reinforcement Contractor prior to Bid. Refer to the Architect's plans, details and elevations for ceiling directions provided to us by the manufacturer. of the unfinished or deficient work,with the reason for his rejection,to be corrected by the metal boxes shall be closed with sheet metal knock-out plugs. p p 9 of encasement is required-3"minimum. types by area. Provide plaster trim kits as required by ceiling construction. D.GUARANTEE AND FINAL TEST Contractor. The Contractor will notify the Engineer in writing when exceptions have been 3 i M.Outlet boxes for switches shall be located at the strike side of doors. Indicate door F.Exact location of all .Spacing between centerlines of conduits assigned to different categories of use corrected. The Contractor will prepare a "Notification or Substantial Electrical primary are subject to field change. Outlet boxes shall be located on the basis of final fixtures shall be confirmed with Architect prior to rough-in. Install 1. All testing (pre-testing,final testing, quarterly testing and program change testing)to " e _ Completion for approval by the Engineer following Engineer's acceptance of electrical Primary feeders, secondary feeders, communications and signaling door swing arrangements. surface mounted luminaires and exit signs plumb and adjust to align with building lines be coordinated with the owner and scheduled in advance so that owners and completion. If Later in-service operation r further testing identified problems attributable 10-1/2"minimum. and with each other. Secure to prevent movement. personnel can be present during testing. Contractor to certify that all tests comply N.Boxes and plaster covers for duplex receptacles shall be arranged for vertical mounting of ELECTRICAL: to the Contractor, these will be corrected by the Contractor, at no additional cost to the 4.Spacing between centerlines of conduits assigned to the same category of use - the receptacle. G.Recessed fixtures throughout shall have their components, wiring and external with the"State Fire Code", latest edition. ptacle. g p 9 Authority. -1/2'minimum. connections coordinated for use in ceilings utilized as air handling plenums. Install 2.Before this installation shall be considered complete and acceptable to the awarding E.Grounding Systems:, D.Reinforcement of the concrete encasement for conduit banks where required shall consist . quip outlet boxes used for devices which are connected to wires of systems supplied by SPECIFICATIONS recessed luminaires to permit removal from below. Install recessed luminaires using authorities,a complete test on the system shall be performed as follows: more than one set of voltage characteristics with barriers to separate the different of No. 4 longitudinal reinforcing bars located 3"from the outside surface of the envelope accessories and frrestopping materials to meet regulatory requirements for fire rating. a.A pre-test will be held by the electrical contractor with the manufacturer's 1. Test main building loops and major equipment grounds to remote earth, directly systems. Install clips to secure recessed grid-supported luminaires in place referenced to an extremely low resistance (approximately 1 ohm) reference ground and spaced 6" on centers all around. No. 8 wire reinforcing hoops set 8" apart shall be authorized representative present. After certification of a complete pre-test, the used to tie the longitudinal bars together. P.Barriers in junction and pull boxes of outlet size shall be of the same metal as the box. H.Fixtures for use outdoors or in areas designated as damp locations, shall be suitably installing contractor shall inform the authority having jurisdiction of the outcome benchmark. Perform a visual inspection of the systems, raceway and equipment grounds to determine the adequacy and integrity of the grounding. Ground testing E.Install conduit in such a manner as to provide a minimum cover of 30 inches after lira{ Q•Barriers in junction and pull boxes which are larger than outlet size shall be of the gasketed and UL listed for such applications. of the test and will re-inspect in the presence of the authority having jurisdiction results shalt be recorded witnesses and submitted to the Engineer. grading except the cover may be reduced a minimum of 18 inches to: polyester resin fiberglass of adequate thickness for mechanical strength, but in no case , , 1. Make wiring connections to branch circuit using building wire with insulation suitable for and the manufacturer's authorized representative. less than 1/4" thick. Each barrier shall be mounted, without fastenings, between angle DATE ISSUED: 02.16.2018 temperature conditions within luminaire b.Final test: The elecelectrical2.Perform ground tests using a tow resistance, null-balance type ground testing 1. Tie into existing work. l contractor in the presence of authorized representative iron guides so that they may be readily removed. J.Emergency batteries for exterior fixtures shall be remote mounted 'within the building. of the manufacturer and the fire department shall operate every manual station, ohmmeter, with test lead resistance compensated for. Use the type of test 2.Pass over other underground utilities. 3.9 INSTALLING CIRCUITRY REVISIONS: Verify maximum distances for remote mountingthe emergency batteries with the smoke detector, and thermodetector. Each station/detector circuit and horn instrument which compensates for potential and current rod resistances. 3.Pass over underground obstructions. g Y 3.Test each round rod and measure round resistance. If resistance is not 10 ohms A.In runs of conduit or raceway including flexible limit the number of bends between cable NO. DESCRIPTION DATE manufacturer prior to installation. Locate remote emergency batteries above accessible circuit shall be opened in at least two locations to check for the presence of g g 4.Assist in the avoidance of low points. access points to a total which does not exceed the maximum specified for the particular or utility rooms as required. Provide test switches for all emergency batteries as correct supervisory circuitry. When this testing ahs been completed to the or less, drive additional rods to obtain a resistance of 10 ohms or less. Submit ceilings ty q satisfaction of both the electrical contractor's job foreman and the representative tabulation of results to Engineer. Include identification of electrode, date of reading F.Increase the minimum cover where required by field conditions. system. Where no such maximum is specified, limit the number to four (4) right angle 1 P EQUIP. REVS. 1/31/18 required. and round resistance valve in the test reports. bends or the equivalent thereof. of the manufacturer, a letter from the contractor cosigned by the manufacturer 9 P G.Lay conduit to avoid low points during run. Pitch at a minimum of 3 inches per 100 feet K.Unless noted otherwise,all fixtures shall be 3500K and have a minimum CR!of 85. attesting t the satisfactory completion of said testing, shall be forwarded to the 4.Test each building and major equipment grounding system for continuity of away from building. B.in each conduit or raceway assigned for the future pulling in of wires, include a nylon drag L. The Contractor shall obtain all information relative to the exact type of hung ceilings and owner. connections and for resistance. Ground resistance of conduits, equipment cases, cord. In the event that obstructions are encountered,which will not permit the drag cord to H.Provide reinforcement for the concrete encasement of a conduit bank where: suspension systems to be installed before ordering any recessed fixtures. This 3.The electrical contractor shall guarantee all equipment and wiring to be free from and supporting frames, shall not exceed 5 ohms to ground. Submit all readings to be installed, the blocked section of raceway shall be replaced and any cutting and Contractor shall furnish the proper type fixtures applicable to the ceiling framing system. inherent mechanical and electrical defects for a period of one year from the date of the Engineer. 1. It passes under or over underground utilities. If, other than the type of fixtures specified are required for installation due to the type of patching of the structure involved in such replacement shall be included as part of the construction this Contractor shall furnish and install the proper type fixtures and final acceptance. 5.Where ground test results identify the need for additional grounding conductors or 2.It passes under or over underground obstructions. electric work. ceiling rods that are not indicated or specified, design changes will be initiated to obtain the 3.Its cover is reduced to less than 30 inches. C.Circuitry shall be arranged such that conductors of one feeder or circuitry carrying mountingappurtenances required at no extra charge. 4.The contractor shall provide the Owner with a formal written equipment guarantee P 9 9 pP q g upon completion of the installation and testing of the system. The guarantee period acceptable values. The Contractor is responsible for the proper installation of the 4.It runs through foundation walls and other building construction. "going"current are not separated from conductors of the same feeder or circuitry carrying M.The Contractor shall coordinate the exact locations of all lighting fixtures with the shall begin on the day of acceptance of the system by the Owner and shall provide grounding P roundin indicated and specified. return current by any ferrous or other metal. Where not within raceways, all "going and ceiling pattern during the construction period and before installation of the fixtures. I. Concrete encasement reinforcing shall extend in each case 5 feet beyond the points at "return" current conductors of one feeder or circuit shall be laced together so as to for a period of one year. This guarantee shall be indicted in the manufacturer's 6.Operating Instructions: Furnish operating instructions to Owner's designated which the determining conditions terminate. Interferences between lighting fixtures, and other equipment, shall be brought to the minimize induction heating of adjacent metal components. submission prior to approval. This guarantee shall be as normal policy by the representative with respect to operations, functions and maintenance procedures for J. Bends in conduit shall have minimum radii as follows: DRAWN BY: attention of the General Contractor. equipment manufacturer. N.Include the aiming and/or adjustments of all lighting fixtures requiring same in accordance equipment and systems installed. Cost of such instruction up to a full five(5)days of Electrical Subcontractor's time shall be included in contract. Cost of providing a 1. For primary feeder 15'-0" except where specifically indicated otherwise or where END OF SECTION PC with instructions issued b the Architect in the field.Aim and adjust luminaries as indicated 5.The manufacturer shall maintain a fuil-time service and parts facility,with seven days P 9 y J Manufacturer's Representative at site for instructional purposes shall also be turning up at termination point. or as directed by the Owner,Architect or Engineer. Position exit sign directional arrows as per week,24 hour per day service available. P P P f� r n 6.All service technicians shall be licensed b the State Fire Code covering service and included. 2.For primary feeder turning up at termination point-4'-0". 1/4 = 1 -4 indicated. Operate each luminaire after installation and connection. Ensure proper y g Jstaggered connection and operation. maintenance of systems. K.Install conduit so that adjacent joints are 3.3 BRANCH CIRCUITRY at least 6 inches from one another. 7.Include as art of the contract, the four quarterly tests following the final acceptance A.For all lighting and appliance branch circuit racewaysizes shall conform to industryL.Offsets to accommodate field conditions shall be accomplished with two (2) bends of not O.Lighting fixtures shall be supported from building structure only, not from hung or P q Y g p g g PP circuitry, more than ten 10 degrees each. DRAWING NO.: suspended ceiling, by means of chains or threaded rods. The use of tie wire will not be test. Provide quarterly testing in conformance with the State Fire Code latest addition. standard maximum permissible occupancy requirements except where these are ( ) g .. allowed. All fixtures shall include seismic clips and shall be supported to comply with 2.18 DATA exceeded by other requirements specified elsewhere. M.Plug both ends of all conduit stubs. seismic regulations. Install suspended luminaires using pendants supported from swivel B.Circuits shall be balanced on phases at their supply as evenly as possible. N.Seal the end of each conduit run terminating inside a building utilizing a water and hangers or other suitable leveling means. All rows of fixtures shall be level, aligned with A.The Electrical Contractor shall provide and install data outlet backbox per the Owner's specifications and direction. C connections all be in the phase rotation which establishes proper operation for as-ti ht sealant manufactured s ecifrcalt for the purpose. building lines and run parallel to each other. Provide pendant length required to suspend all equipment supplied O.After conduit has been installed with concrete en asement completed, clear each conduit luminaires at indicated height. Support luminaires to building structure, independent of B.Provide a copper ground bar(1/4"thick x 4 high x 36 long)with wall mounting brackets, E3m3 insulators and a #6AWG copper exothermically welded pigtail in each telephone/ data D.Reduced size conductors indicated for any feeders shall be taken as their grounding of all obstructions and foreign matter by pulling a flexible mandrel (12" minimum length ceiling framing. PP Y P g P conductors. and a diameter 1/4" less than that of the conduit)and brush through it. In the event that closet, server room and/or IDF closet. Connect pig tail to building steel or electrical STAMP: � ,�OF MAssq eNGIN ST ERVICES O� RAYMONDW. G DUSSEAULT III m DEPTH OF WORKING SPACE ELECTRICAL cp SHALL BE PER NATIONAL ELECTRICAL EQUIPMENT; PANELBOARDS N ' s ELECTRICAL CODE,TABLE (SHOWN), DISCONNECT SWITCHES, 141 Industrial Highway Slatersville, RI 02876 F�iSTit I ` ^� 110.26(A)(1), LATEST EDITION. CIRCUIT BREAKERS, CONTROLLERS,AND Tel (401) 765-7659 Fax (401) 765-2984 � t CONTROLS ON HEATING& AIR-CONDITIONING EQUIPMENT. THE WIDTH OF THE ELECTRICAL EQUIPMENT OR 30"WHICHEVER IS —— F////l GREATER. PLAN VIEW fLe Lu m U M 04 o -7 z Q v 66 Q W L9 U � J M �- Z O g Lu 0 o ELECTRICAL EQUIPMENT; LL. m ELECTRICAL EQUIPMENT; PANELBOARDS PANELBOARDS(SHOWN), E--- rn it (SHOWN), DISCONNECT SWITCHES, DISCONNECT SWITCHES,CIRCUIT _ CIRCUIT BREAKERS, CONTROLLERS,AND BREAKERS CONTROLLERS,AND CONTROLS ON HEATING& Z AIR-CONDITIONING EQUIPMENT. DEDICATED ELECTRICAL CONTROLS HEATING& SPACE SHALL BE PER AIR-CONDITIOONING EQUIPMENT. z Q NATIONAL ELECTRICAL CODE, ARTICLE 110.26,LATEST p F- EDITION. ai H LLJ CD NOTE: W Q Ix 04 AL SPACE SHALL BE PER NATIONAL ELECT RICCAL U) O M w F CODE,ARTICLE 110.26, LATEST EDITION. 3: = N Co J 0 ob �r � 5 SIDE VIEW FRONT VIEW �� c" >- °- SPACES ABOUT ELECTRICAL EQUIPMENT DETAIL z NOT TO SCALE WW WHT/ORG or WHT/BLK W G Neutral YELLOW � W Lighting Load -� 0 W BLACK- Hot (120/277VAC) W Lo BLUE - Relay In I I > C 96„ (120/277VAC) ( 1 W : Z N Q � C) <C 3/4"THICK PLYWOOD ' Q W BACKBOARD PAINTED WITH WHITE FIRE-RESISTIVE PAINT. ' U W (,0 ClIf z Pl-- J TELEPHONE/CATV � ® ( W G N 48" Violet-Dimmer 1 TERMINAL BOARD(TTB) � 0 r DOUBLE DUPLEX(QUAD) Gray-Dimmer 1 C /yy RECEPTACLE MOUNTED 48"AFF G Z 0L WITH DEDICATED 120VAC ® o O co W CIRCUIT. (TYPICAL) o 0-10V DIMMING ZONE NOTE, CO (U THE 0-10V DIMMING ZONES WITHIN THE ROOM o . . > . o "'�„ CONTROLLER CAN BE WIRED AND CONTROLLED C, U5 r (n INDEPENDENT OF THE CONNECTED LOADS. THIS W ALLOWS EACH LOAD TO HAVE A DEDICATED 0-10V - 0 MOUNTING BRACKETS(TYP) DIMMING ZONE, OR A SINGLE LOAD TO HAVE UP TO THREE 0-10V DIMMING ZONES. COPPER BUS BAR. (SEE ROOM CONTROLLERi 0 N 30" DETAIL ON THIS DRAWING) EATON #RC3D TYPICAL NOTEi r BRASS BOLT AND ® TYPICAL 1 ZONE CONNECTIONS, WIRING AND COMPONENTS MAY VARY O WASHER. �� DIMMING PERIMETER BASED ON INDIVIDUAL ROOMS AND AREAS. (TYPICAL) GROUND BAR OFFICE. COORDINATE WITH MANUFACTURER (EATON OR APPROVED EQUAL) PRIOR TO BID FOR SPECIFIC FINISHED ,� REQUIREMENTS FOR EACH ROOM AND AREA FLOOR INDICATING CONTROLLERS, OCCUPANCY SENSORS, LIGHTING RELAYS, DAYLIGHT SENSORS, LOW TITLE: TELEPHONE TERMINAL BOARD (TTB) DETAIL VOLTAGE SWITCHES, ETC. (TYPICAL) QUICKCONNECT PROVIDE PRE-TERMINATED: COUPLER) EATON NOT TO SCALE QUICK CONNECT CABLES PER #GGRC-COUPLER. ELECTRICAL. MANUFACTURERS REQUIREMENTS.' EQUREM NTS., PROVIDE OR DETAILS EXOTHERMIC WELD APPROPRIATE LENGTH OF CABLE FOR EACH INSTALLATION WITH SUFFICIENT SLACK. ROOM CONTROLLER 0 INSULATOR(TYP) (TYPICAL) INPUT/OUTPUT DEVICE) EATON DATE ISSUED: 02.16.2018 #OCC-RJ45. 120VAC or 277VAC PIGTAIL TO BLDG.STEEL REVISIONS: BLACK (TYP) DIMMING PHOTOCELL WITH NO. DESCRIPTION DATE NOTES: ADJUSTABLE DAY-LIGHT WHITE SENSOR DOME) EATON EQUIP. REVS. 1/31/18 NEUTRAL 1. PROVIDE GROUND BAR (1/4"X 2"X 24")WITH WALL MOUNTING BRACKETS, INSULATORS #DSRC-FMOIR. RED AND A 25' EXOTHERMICALLY WELDED PIGTAIL (#6 AWG) IN EACH SERVER ROOM & IDF *DEVICE SHALL IMMEDIATELY ROOM. PROVIDE MULTI-ZONE, 2. MOUNT GROUND BAR AT THE BOTTOM RIGHT CORNER ON THE PLYWOOD BACKBOARD. DAYLIGHT DIMMING, UPON POWER-UP. 3. GROUND BARS SHALL HAVE CAPACITY FOR NINE (9)GROUNDING LUGS TO BE GROUND ATTACHED. OPERATION: MANUAL ON & 4. CONNECT EXOTHERMICALLY WELDED PIGTAIL TO BUILDING STEEL. DUAL TECHNOLOGY AUTOMATIC OFF. SET DELAY zone CLASS 2 WIRING PER CEILING SENSOR) EATON TIME PER OWNER'S DIRECTION. 5. GROUND BARS SHALL BE ELECTROLYTIC COPPER AND SHALL BE MOUNTED ON MANUFACTURER'S #OAC-DT-1000. FIXTURE INSULATORS RATED AT 2700 VOLTS. REQUIREMENTS. DRAWN BY: SPC Raise 6. COPPER SURFACES SHALL BE SMOOTH AND WITHOUT MARKS DEEPER THAN 0.010 INCHES. SCALE: 1/411 _ 1 '_Q" 7. MANUFACTURERS SHALL BE ERICO, HARGER OR APPROVED EQUAL. Lower SYMBOL ON PLANS = DTS 000LVa LVb LVc SYMBOL= WS 3600 DRAWING NO.. TYPICAL GROUND BAR DETAIL TYPICAL WIRING DIAGRAM FOR "W S" SENSOR NOT TO SCALE RC-3TLB-Z1D NOT TO SCALE TYPICAL WIRING DIAGRAM FOR ROOM CONTROLLER SYSTEM E4m2 NOT TO SCALE i STAMP: ����N OF Mgssq eNGIN I ERVICES o� RAYMONDW. G DUSSEAULTIN m ELECTRICAL N . 9 CUD) 141 Industrial Highway Slatersville, RI 02876 sT/ E Tel (401) 765-7659 Fax (401) 765-2984 �3�j T NOTES: NOTES: 1. CATALOG NUMBERS FOR B-LINE SUPPORTS ARE INDICATED UNISTRUT OR EQUAL IS ACCEPTABLE. 01 CONTRACTOR SHALL PROVIDE A NEW GFCI RECEPTACLE MOUNTED TO THE 2.ALL HARDWARE AND SUPPORTS SHALL BE CORROSION RESISTANT, HOT DIP OUTSIDE OF EACH ROOF TOP UNIT,AS DESCRIBED IN SECTION 210.63 OF THE GALVANIZED STEEL,STAINLESS STEEL OR APPROVED EQUAL. UJI N oo N NATIONAL ELECTRICAL CODE,2011 EDITION. co 3. LIGHT AT ROOF ENTRANCE REQUIRED BY NFPA 54 FUEL GAS CODE � N 2 IN ADDITION TO THIS SECTION THE CONTRACTOR SHALL PROVIDE A SUITABLE ry H o r O CHAPTER 5. =06 cp WEATHER-PROOF TOGGLE SWITCH TO CUT ALL POWER TO THE NEW GFCI 2 RECEPTACLE. 4. ORIENT FIXTURE TO FACE ROOF HATCH. ® w = 0 O CONTRACTOR SHALL PROVIDE CIRCUITRY FOR GFCI RECEPTACLE AND LIGHT FIXTURE CONSISTING OF 2#12+GND. IN 3/4"CONDUIT AND/OR MC(WHERE a m CONCEALED)FROM SWITCH FROM PANEL AS INDICATED.FIELD VERIFY EXACT >_304-PC NRG- HUBBELL CAT# a ROUTING,LOCATION AND LENGTH OF CIRCUITRY.(TYPICAL) HUB120V WITH RG-L-T LAMP = INTEGRAL PHOTOCELL AND lL 0 ELECTRONIC HPF BALLAST. 1.1_ m F 1 1/4"RSC 45°STANCHION MOUNT 6"ABOVE ROOF. cD CD�.,` LU MOUNTED 120V. _ WEATHER-PROOF 5 0 a 3"TO 1 1/4"PIPE REDUCER LIGHTING FIXTURE. TO CIRCUIT INDICATED Z a PROVIDE POLE TOP CAP FOR 7ON PLANS. POLES WITHOUT LTG. FIXTURE B-386-2(TYPICAL 3 PLACES) � � Q (B-LINE). w ,o ONE 3"DIA.STEEL PIPE POST TYPICAL OF 3 PLACED Uj j N (TWO FOR SWITCHES OVER 1200 APART co o 1o0A)WITH 12"X12"X3/8"STEEL 2"RIGID STEEL CONDUIT THRU � m F < PLATE BASE FASTENED TO B-LINE B52 OR SIMILAR ROOF. O ROOF DECK WITH 4-3/4"BOLTS 2 Ly = W N 60" Q coo) B335-2-3/8" a- co WEATHERPROOF DUPLEX STAINLESS STEEL CLAMP BY m cv GFCI RECEPTACLE AT EACH ROOFING. -� � i° HVAC ROOF TOP UNIT. Qa ao BOLT TO PAVER WITH o -� O ' E.C.SHALL COORDINATE WITH ARCHITECT,OWNER APPROVED HARDWARE. FLASHING BY ROOFING. 2 6 AND EXISTING ROOF MANUFACTURER AND PROVIDE ch Ir ALL LABOR&MATERIAL FOR ELECTRICAL FASTEN TO PAVER ROOF CONSTRUCTION. N a CONCRETE OR METAL PENETRATIONS.ALL PENETRATIONS SHALL BE 852 ROOF REFER TO ARCHITECT'S ROOF DECK COORDINATED WITH ROOFING MANUFACTURER AS DRAWINGS. NOT TO VOID ANY EXISTING ROOF WARRANTIES. WALKWAY PAVER SEAL COMPLETELY WITH Lk WEATHER TIGHT z ° ° 0 ° B500 B52(B-LINE STRUT) SILICONE CAULKING W TWO HOLE RAP CONDUIT TO PANEL. B2400-2 ^ —F--CONDUIT TO PANEL. CEILING JOIST LI.� TWO HOLE STRAP 2"C. B441-22 BEAM CLAMP(TYPICAL) O W 9"BOLT CIRCLE B2400-2 .B52 111 J-BOX 8"DEEP WITH COVER. W U) ROOF LIGHTING & RECEPTACLE DETAIL BELCATEDA ILOTLIGHTCH U) � BE LOCATED AT ROOF HATCH ♦�//�'� ENTRANCE WAY. � S J P W V J � N PROVIDE DEDICATED 120V,20A NOT TO SCALE BRANCH CIRCUIT TO CIRCUIT Q n/ Z C) INDICATED ON PLANS. J Q W � > TYPICAL ROOF HATCH LIGHT AND SUPPORT U W NOT TO SCALE r.1_ z J W - N O � > . O z (.0 � U CD m l ..l p U) SEAL ASSEMBLY SHALL BE MODULAR MECHANICAL ♦^ d- - - TYPE CONSISTING OF INTERLOCKING RUBBER U) LINK SHAPE TO CON-TENUOUSLY FILL IN THE 0 Lo ANNULAR SPACE BETWEEN PIPE OPENING. r S/S DRAW PRESSURE PLATES SHALL BE DELRIN PLASTIC. O BAND BOLTS AND NUTS SHALL BE 18.8 STAINLESS STEEL. SEALING ELEMENT SHALL BE EPDM RUBBER. Q. COUNTER- FLASHING E.C. SHALL COORDINATE WITH ARCHITECT, TITLE: OWNER AND EXISTING ROOF RIGID INSULATION MANUFA& MAT MATURER AND TERIAL OR ELECTRICAL ALL LABOR ELECTRICAL PENETRATIONS .ALL BE COORDINATED WITH ROOFING PENETRATIONS SHALL DETAILS STANDARD WEIGHT N /rMANUFACTURER AS NOT TO VOID ANY STEEL PIPE SLEEVE EXISTING ROOF WARRANTIES. BOLT DATE ISSUED: 02.16.2018 ROOF SEAL ASSEMBLY Q1 MEMBRANE REVISIONS: SEE NOTE NO. DESCRIPTION DATE THICKNESS VARIES EQUIP. REVS. 1/31/18 LNUT COORDINATE SLEEVE ANCHOR SIZE WITH SEAL MANUFACTURER. CONDUIT THRU ROOF DETAIL NOT TO SCALE DRAWN BY: SPC SCALE: 1/4" = 1 '-011 DRAWING NO.: E5m2 STAMP: OF01 MqS GRADE ��iiii ��irir���iii /ii�� s Y �vRAYMOND W. Gn GRADE eNGIN I E R V I C ES DUSSEAULT . rn 12" 12" T ELECTRICAL N . 9 c' „ 141 Industrial Highway Slatersville, RI 02876 FG�STE 30 30 WARNING WARNING Tel (401) 765-7659 Fax (401) 765-2984VAI_ TAPE TAPE cv C) I� E E S Li 1 CONDUIT LEGEND cc< ` to TV 1v z o � � $ S FA FA S P= POWER SERVICE(PRIMARY) a w = 00 E= POWER SERVICE (SECONDARY) O= za 4"C. (TYP OF 4) L 4"C. (TYP OF 6) T/D=TELEPHONE/DATA U F >- TV=CABLE TELEVISION j a SECTION A - A SECTION B - B FA= FIRE ALARM S=SPARE WITH PULL STRING ILL in 0 NOT TO SCALE NOT TO SCALE rn V U 5 w a z }-- Q W Lo FINISHED GRADE F- CD C) SITE PLAN NOTES: z - CDo 12" w NOTES: WARNING TAPE 3s°TO TOP OF 1. E.C. SHALL COORDINATE EXACT ROUTE OF UNDERGROUND ELECTRICAL cwl 1)ALL BASE AND INTERMEDIATE SPACERS TO BE INTERLOCKING DUCTBANK. RACEWAYS IN FIELD &WITH SITE CONTRACTOR PRIOR TO INSTALLATION. Q � ® � = N TYPE. RECORD ACTUAL ROUTING ON AS-BUILT DRAWINGS. ■o o o 2)ALL SPACERS TO MAINTAIN 3"SPACE WITH 4" DUCTS. 2. E.C. SHALL CONTACT DIG-SAFE PRIOR TO ANY WORK INVOLVING THE SITE i® 3: 2 o 3)ALL SPACERS TO BE CONSTRUCTED OF HIGH IMPACT PVC. ELECTRICAL WORK. `'' Lo #4/0 BARE COPPER GRND. N } a 4)ALL SPACERS TO BE INSTALLED AT 6-0-CENTERS ALONG ENTIRE RUN. 4"C. (TYPICAL) 3. E.C. SHALL BE RESPONSIBLE FOR PROVIDING AND ARRANGING FOR ALL • TRENCHING, OPENINGS AND CUTTING REQUIRED FOR ELECTRICAL WORK AS • 3"CONCRETE MINIMUM REQUIRED (i.e.: ROADS, CURBS, PAVEMENT, WALLS, DUCTBANKS, CONCRETE (ALL AROUND). PADS, ETC.)AND FOR BACKFILLING, PATCHING, REPLACING ANY&ALL SITE 7.5"min. 3" • ° ° • SPACERS INSTALLED ELEMENTS DISTURBED BY THIS WORK. COORDINATE WITH OWNER, ARCHITECT, z HIGH IMPACT PVC PVC CONDUIT 5-4-ON CENTER. (TYP) G.C. AND SITE CONTRACTOR AS NECESSARY TO PROVIDE MINIMUM STANDARD OF INTERMEDIATE '0 0 0 0 O #6 REBAR AT 24"ON SUCH WORKED DESCRIBED HEREIN. (TYPICAL) SPACER • CENTER. 4. ALL SITE LIGHTING CIRCUITS SHALL BE 2#8 + 1#8GND IN 1"C. AND BE HIGH IMPACT 4"STONE BEDDING. CONTINUOUS THROUGHOUT THE ENTIRE CIRCUIT FOR A MAXIMUM CIRCUIT LL W PVC BASE LENGTH OF 400'-0". IF ANY SINGLE CIRCUIT EXCEEDS 400'-0"THE CIRCUIT O W SLAB SPACER #6 REBARS (TYP.) CONDUCTORS SHALL BE INCREASED TO#6-AWG FOR A MAXIMUM LENGTH OF _ Lo O N 3„ 650'-0". (TYPICAL) W Lo GRADE TYPICAL SPACER DETAILS W co w NOT TO SCALE TYPICAL DUCT BANK CONSTRUCTION DETAIL 0 Z o NOT TO SCALE J F— Q Q Q W � 75 U W (.0 ---------------- � z ti J W N i ---- SEE STD 3236 FOR"RISER i CONDUIT" O CODE NUMBERS FOR PIPE SIZES OF: ABOVE THIS POINT GROUND z E— CLAMP SEE FIG.2 0 co W LIMIT ITEM 2" 3° 4„ O F CONDUIT BEND, GALVANIZED (STD 3253) MOULDING WIRE 1 690424 690436 690446 2 Q V) ' ------ U L L (2' R) (3' R) (3' R) � W ^ O L--------- BASEMENT 2 CONDUIT- 10'LENGTH-GALVANIZED STEEL co I 692105 692107 692109 3 RISER STRAPS-STD 3255 O N PROPOSED ONE—STORY 641200 641205 641210 3 4 THREE RISER STRAPS �vi CAFE AND RETAIL 4 LAG SCREWS 3/8"x 3" O 7� BUILDING — 37661 SF 5 RISER PIPE CONNECTOR NOTES: �* 961270 961275 961285 6 #6 COPPER SOLID BARE (24"LONG) 8 1. RISER PIPES SHALL BE LOCATED ON THE STREET 943061 QUARTER OF THE POLE,AND,WHEN POSSIBLE ON THE QUARTER AWAY FROM APPROACHING TITLE: *REFER TO STD 3240 FOR 5"&6" RISER INSTALLATIONS. TRAFFIC. 2. RISER PIPES SHOULD NOT BE PLACED ON SAME ELECTRICAL: POLE WITH COMMUNICATIONS RISER IF BOND WIRE TO CONNECTION AVOIDABLE. SITE PLAN TO GROUND AND CABLE 12" 3. FOR A CUSTOMER-OWNED RISER, 600 VOLTS AND Q SHEATHS 6" BELOW, RIGID NONMETALLIC CONDUIT, IN NEW U/G TELEPHONE, DATA&FIRE /\/ \/\ \/\/\/\/\/\j ACCORDANCE WITH ARTICLE 300-5 OF THE ALARM CONDUITS FROM UTILITY POLE RISER PIPE GROUND CLAMP \i\\j\\j\\j\ \\j \\j\\j\\j\\j\\j\\j 1 NATIONAL ELECTRIC CODE, IS ACCEPTABLE. DATE ISSUED:Q2.162018 TO BASEMENT.VERIFY EXACT !�\\/� /�\ //\\ \//\\//\\//\\//\\/ LOCATION WITH UTILITY COMPANY'S PRIOR TO BID. REVISIONS: GROUND U/G SECONDARY A /"` NOTE: DRIVEN GROUND —;- NO. DESCRIPTION DATE FEEDER FROM UTILITY POLE INSTALL GROUND CLAMP AS SHOWN.CONNECT TO POLE INSTALLATION PYLON TRANSFORMERS TO MAIN EQUIPMENT GROUNDING CONDUCTOR WHEN AVAILABLE. STD 2653 EQUIP. REVS. 1/31/18 SIGN CIRCUIT BREAKER IN OTHERWISE, INSTALL GROUND ROD AND RUN MIN.#6 1 BASEMENT. SOLID COPPER UP POLE AND CONNECT TO COMMON NEUTRAL. INSTALL 8 FEET OF MOULDING OVER GROUND FIGURE j WIRE AND CONNECT RISER GROUND CLAMP TO GROUND WIRE ABOVE MOULDING AS SHOWN. NOT TO SCALE FIGURE 2 RISER PIPE INSTALLATION DETAIL NOT TO SCALE NOT TO SCALE DRAWN BY: SPC SCALE: 1/411 _ 1 1-01, DRAWING NO.: ELECTRICAL: SITE PLAN- 1 o -O STAMP: OF MgsS eNGIN IT ERVICES WILLIAMT. m MAYER III MECHANICAL -4 No.4 021 "' 141 Industrial Highway Slatersville, RI 02876 Tel (401) 765-7659 Fax (401) 765-2984 F si�,A ABBREVIATIONS uj GENERAL ABBREVIATIONS: CONTROLS ABBREVIATIONS: MECHANICAL SYMBOL LEGEND Q c AAV AUTOMATIC AIR VENT L LENGTH ACID AUTOMATIC CONTROL DAMPER LSPS LOW STATIC PRESSURE SWITCH o 'T ADD'L ADDITIONAL LAT LEAVING AIR TEMPERATURE ACV AUTOMATIC CONTROL VALVE LS LEVEL SENSOR AIR DEVICES DUCTWORK CONTROLS _ < rn AFF ABOVE FINISHED FLOOR LB POUND AMS AIR FLOW MEASURING STATION ® 4-WAY SUPPLY STANDARD SIZE ___�`�`�.._ i= 8 AMS AIR FLOW MEASURING STATION LF LINEAR FEET ALM ALARM MD MOTORIZED DAMPER DIFFUSER a:E REDUCTION V DUCT RISE �-- ® THERMOSTAT O uU Z) � ALT ALTITUDE OR ALTERNATE LD LINEAR DIFFUSER ATC AUTOMATIC TEMPERATURE CONTROL Oo as AMP AMPERE LRA LOCKED ROTOR AMPS ATS AIR TEMPERATURE SENSOR NC NORMALLY CLOSED (POWER LOSS) m AP ACCESS PANEL LVD LOUVERED DOOR NO NORMALLY OPEN (POWER LOSS) 3-WAY SUPPLY ASYMMETRICAL TEMPERATURE U E- APD AIR PRESSURE DROP LVG LEAVING BD BACKDRAFT DAMPER ® DIFFUSER TRANSITION DUCT DROP Ex-- TS SENSOR = D a ARCH ARCHITECT LWT LEAVING WATER TEMPERATURE BV BYPASS VALVE OAH OUTSIDE AIR HUMIDITY SENSOR W o ATC AUTOMATIC TEMP. CONTROL OAT OUTSIDE AIR TEMP. SENSOR LL_ m N 2-WAY SUPPLY SQUARE-TO-ROUND STANDARD SQUARE DUCT MOUNTED M ATM ATMOSPHERE MAX MAXIMUM CO2 CARBON DIOXIDE SENSOR PS DIFFUSER TRANSITION F7 ELBOW r— DSD SMOKE DETECTOR cnCD AVG AVERAGE MBH THOUSAND BTH CO CARBON MONOXIDE SENSOR RH RELATIVE HUMIDITY _ MCA MINIMUM CIRCUIT AMPS CT CURRENT TRANSFORMER 5 SQUARE ELBOW Z W BDD BACKDRAFT DAMPER MD MOTOR OPERATED DAMPER CV CONTROL VALVE S SWITCH 2-WAY CORNER STANDARD BRANCH a BG BLAST GATE DAMPER MECH MECHANICAL SP STATIC PRESSURE SENSOR SUPPLY DIFFUSER �— TAKE-OFF Fi WITH TURNING [) ui BHP BRAKE HORSEPOWER MEZZ MEZZANINE DDC DIRECT DIGITAL CONTROL SD SMOKE DETECTOR VANES AIR DAMPERS Z 0 Q BI BACKWARDS INCLINED MFR MANUFACTURER DPS DIFFERENTIAL PRESSURE SWITCH SP STATIC PRESSURE SENSOR MANUALLY E= '-- BLDG BUILDING MIN MINIMUM DPT DIFFERENTIAL PRESSURE SENSOR SPD SPEED CONTROL 1-WAY SUPPLY ROUND BRANCH STANDARD RADIUS .._9 W CD DIFFUSER ---p-�— r— ADJUSTABLE Z ai o BMS BUILDING MANAGEMENT SYSTEM MUA MAKE-UP AIR DPV DIFF. PRESSURE BYPASS VALVE S/S START/STOP �— TAKE-OFF f ELBOW(R=D) VOLUME DAMPER _ i= Q BOD BOTTOM OF DUCT DSD DUCT MOUNTED SMOKE DETECTOR w BOP BOTTOM OF PIPE N/A NOT APPLICABLE DWDI DOUBLE WIDTH DOUBLE INLET T THERMOSTAT r r RETURN REGISTER FIRE WRAPPED p tr 04 BSMT BASEMENT NC NORMALLY CLOSED TS TEMPERATURE SENSOR �� STANDARD TEE DUCTWORK �— FIRE DAMPER m < m O � BTU BRITISH THERMAL UNIT NC NOISE CRITERIA ES END SWITCH = N BTH BTU PER HOUR NIC NOT IN CONTRACT WTS WATER TEMPERATURE SENSOR �� M NO NORMALLY OPEN FM FLOW METER/TRANSMITTER ------ =' O ab LA STANDARD TEE WITH - ACOUSTICALLY LINED _ __ _ MOTORIZED DAMPER CA COMPRESSED AIR No. NUMBER FZ FREEZESTAT EXHAUST REGISTER -- - TURNING VANES � - -- DUCTWORK ------- 0'� o Q CDW CONDENSER WATER NOM NOMINAL CENT CENTRIFUGAL NTS NOT TO SCALE H HUMIDISTAT CF CUBIC FEET X X OPEN ENDED DUCT DIFFUSER OUTLET HEPA HIGH EFF. PARTICULATE AIR FILTER --- �HGB HOT GAS BYPASS � t � SIDE WALL SUPPLY � SLOPED DUCT RISE '�--�' i-- —I+- CFM CUBIC FEET PER MINUTE OA OUTSIDE AIR TAGS CL CENTERLINE OD OUTSIDE DIAMETER HHL HIGH HUMIDITY LIMIT SENSOR .,� C.L. COLUMN LINE ODP OPEN DRIP PROOF HOA HANDS-OFF AUTOMATIC SWITCH SIDE WALL RETURN FIRE DAMPER OPEN ENDED DUCT CND CONDENSATE OED OPEN END DUCT HS HUMIDITY SENSOR OR EXHAUST GRILLE =R� ACCESS DOOR INTAKE # DIFFUSER TAG z CLG CEILING OR COOLING OV OUTLET VELOCITY HZ HERTZ CFM W C.O. CLEAN-OUT GREASE DUCT OPEN ENDED DUCT CO CARBON MONOXIDE PD PRESSURE DROP �_ +- S X EQUIPMENT TAG ` CO2 CARBON DIOXIDE PH PHASE -- - ACCESS DOOR OUTLET W/SCREEN # a- W COL COLUMN PHC PREHEAT COIL EQUIPMENT ABBREVIATIONS: O W CONN CONNECTION PBG PLUMBING AC AIR CONDITIONING UNIT GMS GLYCOL MAKE-UP SYSTEM LEGEND NOTE: OPEN ENDED DUCT CONTR CONTRACTOR POS PROVIDED BY OTHER SECTION ACU Y AC CONDENSING UNIT GUH GAS FIRED UNIT HEATER NOT ALL SYMBOLS ARE NECESSARILY INTAKE W/SCREEN REVISION L� CV CONSTANT VOLUME PSI POUNDS PER SQUARE INCH AHU AIR HANDLING UNIT USED.ABSENCE OF A SYMBOL ON THE W PSIA PSI ABSOLUTE AS AIR SEPARATOR H HUMIDIFIER > �/1 U) CU DRAWINGS DOES NOT NECESSARILY MEAN v, DB DRY BULB TEMPERATURE PSID PSI DIFFERENTIAL HP HEAT PUMP IT IS NOT REQUIRED. REFER TO DETAILS& W N PSIG PSI GAUGE B BOILER HPU HP CONDENSING UNIT SPECIFICATIONS FOR A COMPLETE Z O DEG DEGREE DIRECT PVC POLYVINYL CHLORIDE BB BASE BOARD HV HEATING &VENTILATING UNIT UNDERSTANDING OF WORK REQUIRED. DDC DIGITAL CONTROL PRV PRESSURE REDUCING VALVE BC BRANCH CONTROLLER HWC HOT WATER COIL DIA DIAMETER BP BOILER PUMP C DIFF DIFFUSER QTY QUANTITY BT BUFFER TANK LV LOUVER Q W G DIM DIMENSION ( , W •. DN DOWN R RADIUS CAC CRITICAL COOLING AC UNIT KEF KITCHEN EXHAUST FAN ��•// (Q W DP DIFFERENTIAL PRESSURE RA RETURN AIR CC COOLING COIL ry �. DWDI DOUBLE WIDTH DOUBLE INLET REG REGISTER CCU CC CONDENSING UNIT MAU MAKE-UP AIR UNIT GENERAL CONSTRUCTION NOTES: W DX DIRECT EXPANSION RET RETURN CH CHILLER MCC MOTOR CONTROL CENTER REQD REQUIRED CP CIRCULATOR PUMP 1. ALL WORK IS TO BE PERFORMED IN STRICT COMPLIANCE WITH LOCAL CODES AND ALL ALL EQUIPMENT. O EA EACH OR EXHAUST AIR RH RELATIVE HUMIDITY CT COOLING TOWER P PUMP OTHER REGULATIONS GOVERNING WORK OF THIS NATURE. 14. PROVIDE ACCESS PANELS FOR ALL CONCEALED DAMPERS,VALVES,AND EQUIPMENT. C Q �/ EAT ENTERING AIR TEMPERATURE RLA RUNNING LOAD AMPS CUH CABINET UNIT HEATER PTAC PACKAGED TERMINAL AC UNIT 2, THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK, MATERIALS,AND LABOR TO SATISFY " G Z 0L ECH ELECTRIC CABINET HEATER RLL REFRIGERANT LIQUID LINE CWC CHILLED WATER COIL A COMPLETE WORKING SYSTEM WHETHER SPECIFIED OR IMPLIED. 15. ALL EQUIPMENT AND MATERIALS SHALL BE AS SPECIFIED OR APPROVED EQUAL BY THE O (.0 W EFF EFFICIENCY RM ROOM R RETURN GRILLE ENGINEER OR ARCHITECT. � 1 MM RHP RADIANT HEATING PANEL 3. THIS CONTRACTOR, PRIOR TO SUBMITTING HIS BID, SHALL VISIT THE PROJECT SITE TO U W ELEC ELECTRICAL RPM REVOLUTIONS PER MINUTE DC DRY COOLER 16. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF ELEV ELEVATION RSL REFRIGERANT SUCTION LINE DEF DISHWASHER EXHAUST FAN RTU ROOF TOP UNIT FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. REQUESTS FOR COMPENSATION REGISTERS, DIFFUSERS,AND GRILLES. 1 � N EMER EMERGENCY FOR EXTRA WORK, WHICH WOULD HAVE BEEN EVIDENT BY COMPLIANCE WITH THE C� VJ � ") EMS ENERGY MANAGEMENT SYSTEM SA SUPPLY AIR E EXHAUST GRILLE S SUPPLY DIFFUSER PREVIOUS STATEMENT, WILL NOT BE CONSIDERED. THE CONTRACTOR SHALL CONDUCT 17. CONTRACTOR SHALL SPRAY PAINT INSIDE OF DUCT BLACK, BEHIND ALL GRILLES AND W .. O EBB ELECTRIC BASE BOARD SA SOUND DIFFUSER A THOROUGH FIELD INVESTIGATION TO VERIFY WORK SHOWN ON THE DRAWINGS. THE REGISTERS. d. ENT ENTER SCH SCHEDULE DRAWINGS REFLECT THE BEST AVAILABLE INFORMATION FROM EXISTING PLANS AND ESP EXTERNAL STATIC PRESSURE SD SMOKE DETECTOR ECH ELECTRIC CABINET HEATER SAC SPLIT AC UNIT SITE INVESTIGATIONS. 18. ALL DUCTWORK AND PIPING SHALL BE INSTALLED AS INDICATED ON THE DRAWINGS IN A O LO EWT ENTERING WATER TEMPERATURE SEN SENSIBLE ECH ELECTRIC CEILING HEATER SHP SPLIT HEAT PUMP NEAT AND WORKMANLIKE MANNER AND BE SUPPORTED AS REQUIRED BY CODES. N EXH EXHAUST SHC SENSIBLE HEAT CAPACITY EF EXHAUST FAN SF SUPPLY FAN 4. THE MECHANICAL PLANS ARE INTENDED TO BE DIAGRAMMATIC AND ARE BASED ON ONE DUCTWORK AND PIPING SHALL BE SET UP AND DOWN AND OFFSET AS REQUIRED TO EXIST. EXISTING SP STATIC PRESSURE ERV ENERGY RECOVERY VENTILATOR MANUFACTURER'S EQUIPMENT.THEY ARE NOT INTENDED TO SHOW THE EXACT ROUTING SUIT FIELD CONDITIONS. DIELECTRIC COUPLINGS SHALL BE USED WHERE DISSIMILAR O ET EXPANSION TANK T TRANSFER GRILLE OF SYSTEMS OR LOCATION OF COMPONENTS. THE EXACT LOCATIONS, DIMENSIONS AND METALS ARE JOINED. SPECS SPECIFICATIONS ALL OTHER DETAILS OF EQUIPMENT ARE THE RESPONSIBILITY OF THIS CONTRACTOR. F FAHRENHEIT OR FAN SQ SQUARE EUH ELECTRIC UNIT HEATER' 19. IF A SECTION OF DUCT OR PIPE IS NOT LABELED FOR SIZE, THEN THE LARGER SIZE UH UNIT HEATER THIS CONTRACTOR SHALL VERIFY THE ACTUAL DIMENSIONS OF THE EQUIPMENT INDICATED ON THE DRAWINGS SHALL PREVAIL. SIZE OF DUCT RUN-OUTS TO DIFFUSERS FA FREE AREA SF SQUARE FEET PROPOSED TO ENSURE THAT THE EQUIPMENT WILL FIT IN THE AVAILABLE SPACE. FD FIRE DAMPER ACCESS DOOR SS STAINLESS STEEL UV UNIT VENTILATOR SHALL EQUAL DIFFUSER NECK SIZE UNLESS OTHERWISE NOTED. ( ) FC FAN COIL UNIT PROVIDE ALL DUCT AND PIPE TRANSITIONS REQUIRED FOR CONNECTION TO EQUIPMENT. FLA FULL LOAD AMPS STL STEEL 20. PROVIDE ALL NECESSARY TEMPORARY OR PERMANENT CAPS OR PLUGS FOR PIPING. DO FPB FAN POWERED VAV VAV VARIABLE AIR VOLUME BOX 5. THIS CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS FLEX FLEXIBLE SUP SUPPLY FT FINTUBE NOT LEAVE PIPING OPEN ENDED. FPM FEET PER MINUTE SWSI SINGLE WITH SINGLE INLET VFD VARIABLE FREQUENCY DRIVE PRIOR TO PROCEEDING WITH ANY WORK. WHERE DISCREPANCIES OCCUR BETWEEN TITLE: FPS FEET PER SECOND THESE DOCUMENTS AND EXISTING CONDITIONS, THE DISCREPANCY SHALL BE 21. PROVIDE CONDENSATE PUMPS THROUGHOUT CONDENSATE DRAINAGE SYSTEM AS FRP FIBERGLASS REINFORCED PLASTIC T TEMPERATURE WSHP WATER SOURCE HEAT PUMP REPORTED TO THE OWNER AND/OR ENGINEER FOR EXPEDITING AND RESOLVE. REQUIRED TO PROPERLY REMOVE CONDENSATE. PROVIDE A PER PUMP LINE-ITEM MECHANICAL FS FLOW SWITCH 6. ALL WORK SHALL BE PERFORMED IN A CLEAN AND WORKMANLIKE MANNER. CARE SHALL ALLOWANCE. TEL TELEPHONE FT FEET TEFC TOT. ENCLOSED FAN COOLED BE EXERCISED TO MINIMIZE ANY INCONVENIENCE OR DISTURBANCE TO OTHER AREAS 22. REFRIGERANT PIPE SIZING SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. LEGENDS & FTR FINNED TUBE RADIATION TEMP TEMPERATURE OF THE BUILDING WHICH ARE TO REMAIN IN OPERATION. ISOLATE WORK AREAS BY LENGTH OF PIPE, ELEVATION CHANGE AND EQUIPMENT ORIENTATION SHALL BE TAKEN TSTAT THERMOSTAT MEANS OF TEMPORARY PARTITIONS AND/OR TARPS TO KEEP DUST AND DEBRIS WITHIN INTO ACCOUNT.G GAS TOD TOP OF DUCT THE CONSTRUCTION AREA. 23. SUCCESSFULLY PRESSURE TEST ALL REROUTED PIPING SYSTEMS. TEST SHALL BE NOTES OTE S GAL GALLONS TON 12,000 BTH 7. CLEAN THE JOB SITE DAILY AND REMOVE FROM THE PREMISES ANY DIRT AND DEBRIS PERFORMED AT TWICE SYSTEM OPERATING PRESSURES. REPAIR AND RETEST AS GALV GALVANIZED TOP TOP OF PIPE CAUSED BY THE PERFORMANCE OF THE WORK INCLUDED IN THIS CONTRACT. REQUIRED UNTIL SYSTEMS PROVE TIGHT. DATE ISSUED: 02.16.2018 GC GENERAL CONTRACTOR TOT TOTAL 8. ALL OPENINGS IN WALLS SHALL BE KEPT PROPERLY SEALED AT ALL TIMES, EXCEPT 24. ALL ROOF MOUNTED EQUIPMENT SHALL BE INSTALLED A MINIMUM OF 10' FROM THE GPH GALLONS PER HOUR TSP TOTAL STATIC PRESSURE WHEN BEING WORKED ON TO PRECLUDE THE POSSIBILITY OF FLOODING DUE TO STORM ROOF EDGE. EQUIPMENT INSTALLED CLOSER THAN 10' SHALL REQUIRE THE GPM GALLONS PER MINUTE TYP TYPICAL REVISIONS: GWB GYPSUM WALL BOARD OR OTHER CAUSES. INSTALLATION OF GUARD RAILS. V VENT 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFEKEEPING OF HIS OWN 25. ALL CONCEALED ELECTRICAL CONNECTIONS SHALL BE HARD WIRED. PLUGS SHALL NOT NO. DESCRIPTION DATE HB HOSE BIBB VB VACUUM BREAKER PROPERTY ON THE JOB SITE. OWNER ASSUMES NO RESPONSIBILITY FOR PROTECTION BE USED AS A DISCONNECTING MEANS IN CONCEALED LOCATIONS. OF PROPERTIES AGAINST FIRE,THEFT,AND ENVIRONMENTAL CONDITIONS. EQUIP. REVS. 1/31/18 HC HEATING COIL VD VOLUME DAMPER 26. CONTRACTOR SHALL PROVIDE ALL TEMPERATURE CONTROLS INCLUDING WIRING, HEX HEAT EXCHANGER V VOLTS (ELECTRICAL) 10. THIS CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES PRIOR TO TUBING, AND THERMOSTATS (WITH LOCKING COVERS) AND ALL MISCELLANEOUS HGT HEIGHT VEL VELOCITY FABRICATION, PURCHASE AND/OR INSTALLATION OF ALL WORK. ALL OFFSETS IN PIPING APPURTENANCES TO MEET THE INTENT OF THESE DOCUMENTS. THERMOSTATS SHALL HP HORSEPOWER AND DUCTS TO AVOID OBSTRUCTIONS SHALL BE PROVIDED AT NO COST TO THE OWNER. BE INSTALLED 48"AFF. HR HOUR W WIDTH OR WATT 11. CONTRACTOR SHALL REFER TO THE COMPLETE SET OF CONTRACT DOCUMENTS 27. DUCT SMOKE DETECTORS SHALL BE FURNISHED BY ELECTRICAL CONTRACTOR, HTG HEATING W/ WITH INCLUDING SPECIFICATIONS AND OTHER TRADES FOR A FULL UNDERSTANDING OF ALL INSTALLED IN THE DUCTWORK BY MECHANICAL CONTRACTOR AND WIRED BY THE HW HOT WATER WB WET BULB TEMPERATURE WORK REQUIRED. ELECTRICAL CONTRACTOR. HZ HERTZ WC WATER COLUMN WG WATER GAUGE 12. WHERE USED THE TERM"PROVIDE"SHALL MEAN"FURNISH AND INSTALL". 28. ALL FRESH AIR INTAKES&DIRECT VENTS SHALL TERMINATE AT LEAST 10'HORIZONTALLY ID INSIDE DIAMETER WMS WIRE MESH SCREEN 13. PROVIDE ALL REQUIRED RIGGING TO ACCOMMODATE THE REMOVAL & INSTALLATION OF FROM ANY GAS METERS. IN INCHES W/O WITHOUT DRAWN BY: WPD WATER PRESSURE DROP MIS KW KILOWATT WTD WATER TEMPERATURE DIFF. SCALE: 1/4" _ 11_019 DRAWING NO.: momo STAMP: �ZN OF MI eNGIN I ERVICES WILLIAMT.�m T MAYER III MECHANICAL -+ No.4 021 141 Industrial Highway Slatersville, RI 02876 Tel (401) 765-7659 Fax (401) 765-2984 F s�avA Lu C13N C.0 N M H C)CLOO ti Z Q N O (100 W ~ LID F_ U cf) g � a Z o IIJ O 1 I I I I I 1 I 1 1 I i I I I 1 1 1 1 P ,MM I..L CW F�- I rt I I I I 1 i I I 1 I 1 I I 1 i i /)/ U V I I I 1 t I I 1 I I 1 I 1 Z a J W W ti (0 04 Z U) 0 3: �. W ` WALKIN COIL ON o �. W LJ.. N CEIL WALK INIDE m� N O M COMBINATION WALK W Li FREZER/REFRIGERATOR •© 2 LC� N N 120VMA OUTLET FOR SODA SYSTEM COIL ON CEILING INSIDE CONDENSER WALK IN ION TOP OF ' WALK IN r1AGINTHE11OX(B.LS.)SODA SYRUP RACK W/AREA FOR L CO2 TANK AND REGULATORS 0 0 U 0— W O W J pC Lo s W ~/ LID> v) VJ Cif Y 240 W N \ I / 240 N 240 Q O. z 0 FD _j Q Q W 8x8 24x8 16x8 U W .. -------------------- 0. z W YW _ N J 1200 -------------------- _ FD cc G- O \ CHEST FREEZER S ` -�r /� e 240 -------------------- O W 240 ( U m 1_ -------------------- - 0 0 v^♦ rJ r VAJ -------------------- '.., -------------------- (1) It ------ O LO CL-------------------- 0 3 - -- - -- - ' O - ONE HOUR CEILING ASSEMBLY -- LL '. - r- TITLE: = MECHANICAL BASEMENT '.,MEL\NG 2 - - - PLAN SHELVING SNEL O DATE ISSUED: 02.16.2018 0 0 REVISIONS: NO. DESCRIPTION DATE EQUIP. REVS. 1/31/18 DRAWN BY: Ms SCALE: 1/4" = 1'-0" DRAWING NO.: yD /411 MECHANICAL BASEMENT PLAN mi 00 /1 _ 1 -0- STAMP: OF Mgss9 eNGIN I ERVICES WILLIAAT. G MAYER III `nm, MECHANICAL -4 No.4 021 141 Industrial Highway Slatersville, RI 02876 Tel (401) 765-7659 Fax (401) 765-2984 �F si�A 1 2 3 4 5 6 7 g I , I W I z Q N I I I � _ § 9 ' I I O w I= 18 - m I cn o a U F J ' Z =O n - - `H ,_;,` - - - - - - - - - I M O � d DN . W_F- - t - - - - -•> I 1 I I 1 1 1 � I 1 I I i I I I - _- - -•} + - 1 1 1 1 I I 1 1 1 I I I 1 1 I I U I - ,.•�.+- =y_ _ _ Iy _ ,_ _ 1 1 I I 1 1 1 I 1 ' 1 1 ' 1 1 7� 1 1 I 1 1 1 1 I I L '- fn O - _ I i '-1 - O Lu ca V00 r; N Ilk 381, 2r I`�_:- I b to RIB s R A E4 o o " "i: _ E L ■� C) LJ cl 22W01, 22 ;` S I I 8" 10X10 8"0 8 6 (37'-6" 1 IRV (38'-2") � � - 8"/ 2+, O O O 1 20X16: \I W - - - 5 L--------- Y x O ' o - - - — - - — - - - -- I I W _ s-1 ill SERVICE A W X C ❑R 4x N - 2 I I 8r-0") —� L.L N 8x8 6 6 .3, ASS c I Q 04 X • - _ --- OQ r 7 ,I �, 3 I V W7 CD W i+o 4 ---- ; WO 7 14x 2 8x8 I 2 L LA U - - - - -- - - — - - - (37 O / C - - - - - - - - - - - - - - - - - - - - ' OZS I — 'LN 10x 7 . 1 x14 �' i / X E NVJ ■�\ I x O T OR RET IL SPACE (,■) m I..._ 9 N r I ------ --------- , •- - _ - --- VJ Eys- 1Wj I I 1 1 N 1 c�, s o E N 12x�ti S;0 1 19 ER 6 I - - -_ - - I ( 7'-0") 1.L { IRVr- R 65 N ; �`'• ; TITLE: ` 16x I - ---- - ----- - I _ MECHANICAL I ; • I - I 19r rr I - - - 1 - 10r+ 6,10 - ,KT 4m KL -44 jr- FIRST (37'-6 ) FLOOR PLAN tj 't . - — - - - - - - - - - - B DATE ISSUED:©2.16.2018 EE REVISIONS: JA NO. DESCRIPTION DATE LIJ i EQUIP. REVS. 1/31/18 ---------------------------------------- i (38'-6") I ,J I I ' DRAWN BY: I Ms SCALE: 1/411 1_01, 1 2 5 8 DRAWING NO.: MECHANICAL FIRST FLOOR PLAN M2mO 2 �r _ � r1 1 /4 - 1 .0 STAMP: OF MqS eNGIN I ERVICES o� WILLIAMT. MAYER III m, T MECHANICAL ed No.4 021 141 Industrial Highway Slatersville, RI 02876 Tel (401) 765-7659 Fax (401) 765-2984UJ F sip Lv d3 v M No Z < cq co Ow "' 1 2 3 4 5 6 7 8 U F-Lu a � J z o a W U I I I I I I � m co co H - - - - - - - - - - - - - - E-- W u) _ z W LO — — - - - - - — — — — — - - - — — — — — — — I I V 1_ I z Lu Do I - - - - - - - - - - - - - - - - - - - - - - - < M � � � I I ` . < d M _ 2 N CO I I i •� 0 0 C ® c A, ct) I i I I ■ LO I I I I I ■� N a 13 - - 1 I I I I I I I I f I E W T - - - - - i - - - - - - - - - - - - — - — - - - — - - - - �— I i I I Lo LO 21 W - — r — - - �` z C J QQ 1 1 .. C,.) W L J J L._._._. W w L.L.. I ' L.- - - - - - J V W '♦♦"^^ I / �._._._._._._._._.J I O Li^j N ` � M TITLE: I MECHANICAL ROOF PLAN I I I - - - - - — - - — - - - - — - - - - - - - - - — - - - 6 DATE ISSUED: 02.16.2018 REVISIONS: � I I NO. DESCRIPTION DATE EQUIP. REVS. 1/31/18 I I � 1 2 5 8 DRAWN BY: Ms SCALE: 1/491 9_01, DRAWING NO.: MECHANICAL ROOF PLAN M3mO 1 /411 = 11-011 STAMP: OF Mqs S eNGIN I ERVICES o WILLIAMT. T MAYER III MECHANICAL -+ No.4 021 CA 14T Industrial Highway Slatersville, Rl 02876 Tel (401) 765-7659 Fax (401) 765-2984LU co C0 N < z "' Z Q N cb O w P tJ � ° a ROOFTOP UNIT SCHEDULE(BASED ON TRANS) z o COOLING DATA HEATING DATA ELECTRICAL DATA APX. W V SYMBOL MODEL NOMINAL TOTAL O.A. ESP EVAP. FAN WEIGHT NOTES U_ m ~ CAPACITY CFM CFM (IN) HP TOTAL MBH SENSIBLE MBH FUEL INPUT MBH OUTPUT MBH EER MCA MOP VOLTAGE (LBS) it RTU-1 YHC 074 6 2400 360 .75 - 72 58 NG 120 96 - 37.2 50 208V/30 - 1,2 = z � RTU-2 YHC 048 1 4 1 1600 1 160 .75 - 48 38.2 NG 80 65 - 27,2 40 208V/30 - 1 ® RTU-3 YHC 036 3 1200 1 120 .8 - 36 28.6 NG 60 49 6 30 208V/30 �20. Q NOTES: --� � 1.SEER/EER IS AT ARI CONDITIONS. z E_- W Uj to 2. PROVIDE FACTORY SMOKE DETECTORS, ROOF CURB,AND ECONOMIZERS �' w < w � 04 < ° 00 ■'� ° CD N ° M ■s—-a 5 2' N d EXHAUST FAN SCHEDULE (BASED ON GREENHECK) FLEXIBLE CONNECTION (TYP.) CONDENSATE LINE.TRAP MOTOR DATA ROOF TOP AC UNIT AND DISCHARGE TO ROOF SYMBOL MODEL TYPE DRIVE CFM ESP FAN NOTES GAS CONNECTION (IN) RPM HP WATTS VOLTAGE UNION KEF-1 CUBE-141-10 ROOF BELT 1800 1.25 1545 1 --- 208V-30 1 z FACTORY MOUNTED GAS COCK CEF-1 SP-A190 CEILING DIRECT 133 3/8" 1400 1.3 113 120V-10 1 W DISCONNECT AND CEF-2 SP-A190 CEILING DIRECT 133 3/8" 1400 1.3 113 120V-10 1 SERVICE RECEPTACLE FLASHING ' ,�t 5/8"GYP. BOARD / O W�/ ROOFCURB NOTES: W 1.. Lo GATT INSULATION GAS PIPING 1.ON/OFF SWITCH BY ELECTRICAL CONTRACTOR I— LO W U? G ) N LINED RETURN AIR DUCT REFER ZN 7 TO DRAWINGS FOR SIZES DIRT LEG ROOF JOISTS-VERIFY ry z C) WITH CAP LOCATION &SIZE Q C GAP BETWEEN DUCT AND DECK AT INSTALL SMOKE DETECTOR. FURNISHED �KITCHEN MAKE UP AIR UNIT SCHEDULE (BASED ON GREENHECK) W PENETRATION SHALL BE 1/4"MAX. PROVIDE AND WIRED BY OTHERS. LOCATE PER NFPA — ACOUSTICAL GRADE NON-HARDENING AND MANUFACTURER'S RECOMMENDATIONS. �✓ W (� W HEATING FAN MOTOR DATA 7 SEALANT ABOVE AND BELOW DECK LINED SUPPLY AIR DUCT REFER SYMBOLNOTES —I MODEL ASSOCIATED Z AT DUCT PENETRATION (TYP). TO DRAWINGS FOR SIZES EXHAUST FAN TYPE FUEL MBH IN MBH OUT ATR°F CFM RPM ESP HP RPM VOLTAGE W N MUA-1 DG-109-H10 KEF-1 DIRECT NGAS 105.8 97.4 70 1440 1363 .75" 1 1725 208V-30 1 0 NOTE: NOTES: O 1. INSTALLATION TO BE PER APPROVED ROOFING SYSTEM MANUFACTURER'S 1. co W REQUIREMENTS. U co . N I- 2.ANY UNITS INSTALLED WITHIN 10 FEET OF A ROOF EDGE. PROVIDE GUARD NOT LESS C) v! r• U) THAN 30" BEYOND EACH UNIT END.TOP OF GUARD SHALL BE LOCATED NOT LESS THAN W - O 42"ABOVE THE SURFACE. GUARD TO BE FABRICATED&SUPPORTED PER BUILDING CODE. ^ d. TYPICAL FOR ALL NEW AND EXISTING EQUIPMENT. v, O LO 3.ALL NEW EQUIPMENT BEING INSTALLED SHALL BE COORDINATED WITH STRUCTURAL N ENGINEER AND ARCHITECT. 0 O 4. ROOFTOP UNITS SHALL BE SET UPON THE FACTORY ROOFCURB WITH GASKET. STAINLESS STEEL FASTENERS SHALL BE INSTALLED THROUGH THE ROOFTOP UNIT CURB RAIL INTO THE FACTORY ROOFCURB NAILING STRIP AT 12" INTERVALS.ALTERNATIVELY, FACTORY RESTRAINT BRACKETS OR DIRECT BOLTING MAY BE EMPLOYED. TITLE: EXHAUST DUCT ROOFTOP UNIT DETAIL (TRANSITION AS REQUIRED) SCHEDULES NTS CANVAS CONNECTION AND DETAILS SECURE EXHAUST FAN TO BUILDING DATE ISSUED:02.16.2018 STRUCTURE (TYP) REVISIONS: NO. DESCRIPTION DATE FAN HOUSING EQUIP. REVS. 1/31/18 GRILLE CEILING EXHAUST FAN DETAIL NO SCALE DRAWN BY: Ms SCALE: 1/A 11 _ 11_01' DRAWING NO.: M400 SECTION 15500(230000)-MECHANICAL C.RemoCb all coDars of interior floor drains and cleanouts,clean of all dirt,concrete traces,etc.,then lightl❑ G.Panel size shall be 12 inches x 12 inches except furnish a larger size if rewired to seruce a particular A924 galEmized steel with G-60 zinc coating and 4-mil-thic❑(0.004")coating of PVC plastic heat sealed STAMP: grease and reinstall. item. The exact location and size of each access panel shall be renewed with, and approCbd bq the to both sides of the metal. Touch-up paint shall be factor❑applied to an❑portions of metal exposed PART 1: GENERAL D.Existing HVAC sCstems which are being tied into or otherwise modified shall be thorough)❑cleaned and Engineer. during fabrication. refurbished prior to being placed bac❑in serdce. 1.24 CUTTING AND PATCHING E.Hanger Rod: ASTM A36; steel, gallianized; threaded both ends, threaded one end, or continuousl❑ jN OF M,q 1.1 RELATED DOCUMENTS ��- SS threaded. 1.Duct SCatems shall be cleaned of all foreign contaminants,dust and debris. A.Proude all cutting and patching necessar❑to instal! the wor❑specified in this diusion. Patching shall N G I N I E R V I C ESG A.Drawings and General ProCisions of Contract, including General and Supplementar❑Conditions and F.Flexible Ductwor❑ Duct shall be Flexmaster T 4 Insulated Duct as manufactured b❑ Buc❑le❑ o WILLIAM T. m match ad®cent surfaces. Diusion-1 Specification Sections,appl❑to wor❑of this section. 2.H❑lronic SCatems shall be full❑flushed,cleaned,refilled and treated. MAYER III Associates or approabd ewal. MECHANICAL � 3.Durin contractor shall brin to the attention of the owner and en ineer an❑ erceiCbd deficiencies in B.At floor slabs&wall openings to be cored drilled or cut, contractor shall find and mar❑on both faces all T �i 1.2 SUMMARY OF WORK 9 9 9 P 1.Flexible duct insulated shall be Un erwriters Laborator❑Liste L 181 I t n r No.4 021 reinforcin r p d d (U Cass Co necto and existin sCstems includin but not limited to: g, char, conduits, utilities, etc.. b❑means of x-raq pack-ometer or rof-ometer. Submit sabtch ( ) ) A.Proude complete functional Heating, Ventilating and Air Conditioning sastem as shown on Mechanical g g showing locations of all findings and proposed cuts or cores for renew. constructed in accordance with NFPA Standards 90A and 90B. It shall haua a smoab/flame spread 141 Industrial Highway Slatersville, RI 02876 �, �' Construction Documents. a)Code deficiencies rating of 50/25. F C.No structural members shall be cut without the approCal of the Structural Engineer, and all such cutting Tel (401) 765-7659 . Fax (401) 765-2984 si�,A 1.3 REFERENCE STANDARDS b)Inoperable ewipment shall be accomplished in a manner directed b❑the Structural Engineer. 2.Duct fabric shall be of a smooth airtight pollmer film mechanicall❑locabd to the outside helix. (Use c)Lealing ductwor❑and/or piping of adhesiCes to loc❑to fabric in place is unacceptable.) The helix is constructed of corrosilb 4.pressure exceeding it's rating. Low-pressure elements shall be isolated or remoabd before tests are A.NFPA Standards 1.25 GROUNDING resistant gal❑anized steel, formed and mechanicall❑locCbd to the duct fabric on the outside to conducted. d)Missing or deteriorating insulation prelirnt tearing of the flexible duct. B.ANSI Standards A.All components of mechanical piping sCstems shall be proper)❑grounded to building ground. Where 5.Test CalCb bonnets for tightness.Test operate all CalCbs at least once from closed-to-open-to-closed e)Excessiab noise ground path is interrupted b❑non-conductiCb materials, appropriate bonding or grounding to building 3.Insulated flex shall ha❑e a fire retardant ol❑eth❑lene outer laclbt with a 1/2 Ib.densitq 1-1/2"thic❑ positions while CalCb is under pressure.Test all automatic aalCbs for proper operation at the settings C.ASME Standards P D.ASTM Standards 1.12 TEMPORARY OPENINGS ground shall be prouded. fiberglass insulation blan❑et,factor❑wrapped. indicated.Test pressure relief CalCbs at least three(3)times. 1.26 WATERPROOFING 4.The flexible duct shall be supported as rewired to preEbnt sagging. Flexible duct with excessiEb E.AWWA Standards A.Coordinate construction and proude temporar❑openings in the building as rewired for the admission of 6.Test piping specialties for proper operation.Tes#air Cbnt points to ensure that air has been Cented. sagging will not be appro❑ed. N o ewipment furnished under this Diusion. A.Where an❑wor❑pierces waterproofing including waterproof concrete,the method of installation shall be 7.Furnish certified sho test records for all ressure lbssels. After installation, test at full o eratin m cv CD N F.ASHRAE Standards P P P g V M 1.13 DEFINITIONS as approCed b❑the Architect before wor❑is started.Furnish all necessar❑sleeCes re❑uired. 5.Flexible ductwor❑shall be rated at 6" positiCb pressure and 10" negatiCb pressure for sizes up to pressures and temperatures maintained for one hour. Set and test all pressure control, relief and Q F- N 'T G.SMACNA Standards 12". Negative pressure for 14"to 16"shall be 5".Negative pressure for 18"shall be 1". V 0 ti 1.27 REBATES safetndeuces. A."Piping" includes, in addition to pipe, all fittings, CalCbs, hangers, and other accessories relating to such 6.Len th of installed flexible duct shall not exceed 6'4'in develo ed len th. n � rn H.OSHA Standards 9 P 9 piping. A.The contractor shall mach the owner aware of all applicable"upstream"energ❑rebates alailable for this 8.Repair or replace all defectiC� wor❑and repeat tests until the particular slatem and component ro I. NEBB Standards prolect. G.Ftexibte Connections parts thereof receiCe the appro[Al of the Architect. I j 3 C B."Concealed" means hidden from sight in trenches, chases, furred spaces, shafts, hung ceilings, O J.Local Codes and Ordinances embedded in construction or in crawl spaces. B.The contractor shall proude the owner all necessar❑information and documentation for completion and 1.Flexible connections shall be prouded where a fan connects to a duct or casings to preCbnt 9.The duration of tests shall be as determined b❑authorities haling Orisdiction, but in no case less W 0 d K.Owner's Insurance Compan❑Rewirements C."Exposed"means not installed underground or"concealed"as defined aboCb. submission of energ❑rebate applications. transmission of ubration to ductwor❑ than the time prescribed in each section of the specifications. ff �� CD 2 L.Where the contract documents indicate more stringent re❑uirements than the aboCb codes and D."Proude"means furnish and install complete and read❑to operate. PART 2: PRODUCTS 2.Flexible connections shall fit tightl❑around ducts and fans and be securel❑bolted or clamped in 10.Test ewipment and sCatems, which normall❑ operate during seasons of the ❑ear during the V ordinances,the contract documents shall taCb precedence. place.Taping shall not be allowed. appropriate season. Perform tests on indiudual ewipment, saatems and their controls. Wheneabr D 1.14 EQUIPMENT DEVIATIONS 2.1 IDENTIFICATION,MARKING AND TAGGING the ewipment or sCstem under test is interrelated with and depends upon the operation of other Z O o 3.Flexible duct connections shall be 6" long and made of straight, waterproof, flame retardant fabric Uj U U M.File all documents, pa❑all fees and secure all permits, inspections and approCals necessar❑for the ewipment,sastems and controls for proper operation,function,and performance;the latter shall be m 0 A.Where ro osals to use an item of ewi ment other than that s ecified which rewires an❑redesi n of A.S❑stems and ewipment to be identified and marCed and lames tagged include, but are not limited to the haling a flame spread rating of not oCer 25 and a smoCe delelopment rating of not oCbr 50 LL, C6 wor❑of this section. P P P p g operated simultaneousl❑with the e❑ipment of sastem being tested. ch � the structure, artitions, foundations, i in wirin or an❑other art of the mechanical, electrical or Heating,Air Conditioning&Ventilating sastems. F- P P P 9. 9 P H.Volume Dampers: rn 1.4 CONTRACT DRAWINGS&SPECIFICATIONS architectural laCbut, all such redesi n, and all new drawin s and detailin rewired therefore, shall be B.Adasting,Balancing and Starting Up i:n x 9 9 9 B.Submit samples of marring and tagging deuces and wording, lettering and numbering scheme for each o 1.ProUde Young Regulator manual adnstable rectangular opposed blade dampers for duct heights rr prepared b❑the Architect at the Contractor's expense. sastem. 1.Flush clean all scstems prior to starting up the saatem. An❑damages to the building or sCatem A.The Contract Drawings are general)❑ diagrammatic and cones❑ the Scope of Worp and General less than 12"with faetorC}installed locung hand ❑uadrants extended 2"for al!dampers installed in z � Arran ement of a aratus and ewi merit.The locations of all items shown on the drawin s or called for B.Where such a roabd deuation re❑uires a different❑uantit❑and arran ement of ductworq pipin wirin components caused b❑failure to clean the s[atems properi❑shall be corrected to the satisfaction of a 9 PP P 9 PP 9 9 g� C.Ewipment Identification: external!❑insulated duct: the Architect or his authorized representatilb at no additional cost to the Owner. in the specifications that are not definite)❑fixed b❑dimensions are approximate onln The exact locations conduit, and ewipment from that specified or indicated vn the drawings, furnish and install an❑such (� necessar❑to secure the best conditions and results must be determined at the pro Act and shall haCb the ductworq piping, structural supports, insulation, controllers, motors, starters, electrical wiring and 1.Manufacturer's nameplates or trademar❑shall be permanent)❑affixed to all ewipment and materials a)On each supplq return and general duct taCe-off. 2.In duct and piping sastems,eliminate all noise and Ubration and taab all measures to secure proper Z F_ Q I a rolal of the Architect and En ineer before bein installed.The Subcontractor shall follow drawin s in conduit,and an❑other additional e❑ui ment rewired b❑the slatem,at no additional cost to the Owner. furnished under this dinsion. Manufacturer's nameplates shall include all pertinent data relati❑e to - f � W ua PP 9 9' g P b)At each taCb-off to register,grille or diffuser(not all are shown on drawing). circulation. .-1 V � � laung out wor❑and shall chec0 drawings of the other trades to Cbrif❑spaces in which wor❑will be the piece of ewipment including model number, serial number, and operating characteristics as � cfl 1.15 ELECTRICAL ROOM REQUIREMENTS a licable. 2.Dampers are manufactured approximate)❑5/16"smaller in width and 1/8"smaller in height than size 3.Run motor-dri❑Bn ewipment continuousl❑for at least two hours in the presence of the Architect. 5 cv installed. Maintain maximum headroom and space conditions at all points. If directed bn the General PP' Z F_- rn O Contractor, Engineer and/or Architect, the Subcontractor shall, without extra char e, malb reasonable A.Do not install an❑ i in ductwor❑or e❑ui ment in or throw h electrical rooms transformer rooms of duct a which the❑ are installed; e.g., nominal damper size is 24" x 10"; actual size is Correct al!defects of noise, Ubration,alignment and balance. Replace all motors,which oCbrheat or - Q 9 P p g, p g 2.Separate Ewipment Identification MarCbrs shall identif❑each item of ewipment with a permanent)❑ approximately 23-11/16"x 9-7l8". are riots❑ � �' �i j � modifications in the Ialbut as needed to preCbnt conflict with wor❑of other trades or before proper electrical closets,telephone rooms or etellator machine rooms,unless piping or ductwor❑of ewipment is attached marCbr indicating designation and/or number corresponding to design documents. U w execution of the worn intended to serCb these rooms.Additionallq no ductwor❑or piping will be installed abole electric panels. 3.Damper frame shall be constructed of#6063 extruded aluminum reinforced channel with minimum 4.Balance sCstems completel❑ for temperature, Cblume, and pressure per NEBB performance V � � 3.Marabrs shall be of rigid blac❑Banalite or phenolic construction with white engraCed or incised I B.S ecifications:The s ecifications are intended onl❑to corn lement the drawin s; howeCer,wor❑detailed If the Contractor isolates this rewirement, he shall remo❑B and/or relocate all items as re❑uired at his thic�ess of .050". Opposed damper blades shall be #6063 extruded aluminum with minimum standards.Balancing subcontractor shall proude proof of certification b❑NEBB. � O M P P P 9 letters. expense and to the satisfaction of the Architect. thic❑aess of .050" and shall include reinforcing ribs. Each blade shall be supported in the damper 0- av and/or noted aril❑on the drawings or wor❑described on!❑in the specifications shalt al!be considered as 5.Air and water Cotumetrie flow rates shalt be within ten(10)percent of those specified.Air and water � _ 4.Lettering on ewipment marabrs shall be of ade❑uate size to be legible from floor lelbls. In all cases frame b❑indiudual Teflon axle bearings, and shall be drioan b❑stainless steel connecting slide Q F part of the scope of wor❑ 1.16 COOPERATION WITH OTHER TRADES Duantities and pressures shall be tested, balanced and recorded at all terminal deuces.Volumetric ■ O marCbr fettering shall no be less than 1 inch high. linkage controlled by 3/8"square steel control shaft. flows and pressures shalt be recorded on suitable forms and submitted for approaal. © � O 1 1.5 CONFLICT BETWEEN PLANS AND SPECIFICATIONS A.GlCb full cooperation to other trades and furnish in writing to the Architect an❑information necessar❑to 2.2 SLEEVES, INSERTS AND ESCUTCHEONS 4.Note:All reDuired Cblume dampers ma❑not be indicated on drawings but dampers shall be prouded � 2 o permit the wor❑of all trades to be installed satisfactoril❑and with the least possible interference or dela❑ 6.Proude an❑and al!labor and ewipment necessar❑to proper)❑balance the installation including but ■� M Q = A.In case of conflict between the contract drawings and specifications,the Engineer shall determine which as necessar❑for sCstems balancing. not limited to dam ers, CalCbs,flow stations,test orts,shea❑es,belts,etc. o A.Proude sleeCbs for all wor❑passing through floor, wall, and ceiling construction. Locate and proude P P o � � a ta❑as precedence. B.Coordination drawings shall be initiated b❑this contractor. It this contractor's responsibilit❑for preparation N sleeCbs and inserts before the floor,wall or ceilin is constructed. If this contractor does not corn I❑with 5.Dampers 12"and larger in height shall be opposed multi-blade ewal to Greenhecq Nailor or Vent of prolact coordination drawings showing the installation of all ewipment, piping,ducts and accessories, g P 7.All sewences of the sastem shall be checl-od and all temperature controls operated and 1.6 SHOP DRAWINGS AND PRODUCT DATA the aboCb,he shall bear all costs incurred for cuttin and atchin rewired for the installation of sleelbs Products. to be prouded under Section 15500 of the Specifications. These drawings shall be prepared at not less g P g commissioned as re❑uired to insure that all slistems operate per Engineers intent. and inserts. Holes rewired for tracto s in existing walls and floors, or to conform ll the o han shall be 6.Where dam ers are inaccessible, use Youn Recta❑ ular locnn t e ceilin re ulators and miter A.SUBMITTALS:Submit shop drawings, manufacturers data and certificates for ewipment, materials and than 1l4 in.= 1 ft.scale,and shall show building room laCbuts,structural elements,ductwor❑and lighting P g g g � g g C.Commissioning saw cut or core drilled.This Contractor shall proude all drilling rewired for the installation of hangers. ear or worm ear for all horizontal dam ers. Bearin con lin for bottom duct control ma❑be used finish, and pertinent details for each sCstem where specified in each indiudual section, and haCb them IaCbuts of function. Drawings shall indicate horizontal and Cortical dimensions,to amid interference with 9 9 P 9 p 9 approlbd before procurement, fabrication, or deli[br❑of the items to the lob site. Partial submittals will structural framing,ceilings, partitions,and other seruces.A reproducible cop❑of each drawing prepared B.Pipe sleeabs through outside walls shall be Schedule 80 blac❑steel pipe with 150 lb. blac❑steel slip-on for shaft on ❑ertical blade dampers. The 3/8" rod between ceiling regulator and damper shall be 1.This Contractor shall pro❑de the deliCbrables to the engineer/owner. 1_ not be acce table and will be returned without renew.Submittals shall include the manufacturer's name, shall then be submitted fo each Contractor worun under Sections 15300, 15400 and 16000 210000, welded flan es welded at the center of the outside. Extend slee❑bs 1/2 inch belbnd each side of the prouded b❑Contractor. [� P 9 ( 9 2.Copies of all records shall be prodded to the Engineer b❑this Contractor including, but not limited trade name, catalog model or number, nameplate data, size, IaCbut dimensions, capacitq proect 220000,and 260000),who shall be responsible to coordinate his ewipment and sCatems and shall show wall. Pac❑the space between sleeDa and pipe with oawm to within 2 inches of each face of the wall. 7.Where dampers are to be located abo[b hard ceilings Young Reguator Bowden Cable Control to: specification and paragraph reference, applicable industrq and technical soviet❑publication references, these on the drawings submitted. After each Contractor has fulfilled his obligation, he shall return the Pac❑the remaining space and malt watertight with an approCbd waterproof compound. Dam ers shall be utilized. Controllers actuators shall be of the concealed ceilin t e. Controller ' { ' and other information necessar❑to establish contract compliance of each item the Contractor propose to drawings to the HVAC Contractor. After each drawing has been coordinated between trades, and t e,pfinish & locations to be a roCbd b❑architect rior to urchase & instal atio. The cable a)Ewtpment manuals including the name of at least one seruce agencq �+"+ C.Pipe sleeps through concrete floors or interior masonr❑walls shall be Schedule 40 blac❑steel pipe,set �P PP P P furnish. appropriate reusions made,each trade shall sign each drawing,indicating acceptance of the installation. flush with finished wall or ceiling surfaces, but extending 2 inches aboCb finished floors. Plastic, PVC,or between the damper and controller shall be prouded b❑the contractor. b)Testing and Balancing reports; B.Submit in accordance with Diusion 1. The HVAC Contractor shall then print the coordination original and these prints submitted through the li ht metal slee❑es shall not be installed. c Functional erformance testin of the e❑ui ment, controls, economizers, and li htin control General Contractor to the architect for renew and comment,similar to shop drawings. Comments made g 8.Damper blades shall be two gauges header than ad Coining duciworq and shall be riabted to ) P 9 P 9 9 � W C.It is the intent of the these specifications that all ewipment, materials and worClrianship used on this on these drawings shall result in a correction and re-submittal of the drawings. D.Proude indiUdual or strip tape inserts pressed steel construction with accommodation for removable nuts supporting rods. Hem oCbr edges parallel to rods. sCstems. probct be in complete conformance with all local,state and national codes,ordinances and standards. and threaded rods up to 3/4-inch diameter, permitting lateral addstment. Indindual inserts shall haCb an 9.BracDats shall be gallanized metal, secured to ductwor❑ with sheetmetal screw with [ocnng 3.All commissioning shall be performed as indicated here and elsewhere in the specifications and O C.the pro a other trades,as r oa red,all a purp se of c pram,patterns,setting plans,and shop details for o enin at the to to allow reinforcin rods to 1/2 inch diameter to be aased throw h the insert bod❑ shall corn I❑with ronsions of the a licable Ener ❑ConserCation Code. J 0��'�/ 'A D.Substitutions shall be ew!❑Blent to specified ewipment in all aspects of walit❑and performance and the proper installation of wor❑and for the purpose of coordinating ad[acent wor❑ P g P g P g wadrant arms(see seal class section for additional re❑uirements). Proude 2"handle extension for P P PP 9 1.1� '��/ Strip inserts shall haCb attached rods with hooded ends to allow fastening to reinforcing rods. all dam ers on externatl❑insulated ductwor❑ W � � 0 shall conform to the Intent stated aboCb. It is the contractor's responsibilit❑to submit onl❑those items P 3.4 SEQUENCE OF OPERATIONS that meet these re❑uirements. Should an❑non-conformin items be installed, the❑shall be re laced b❑ 1.17 PROJECT RECORD DOCUMENTS: E.Where i e motion due to ex anion and contraction will occur, male steelbs of sufficient diameter to r0 9 - P P P P 10.Note: All rewired ❑plume dampers ma❑ not be indicated on Drawings but dampers shall be A.Sewence of Operations:This is a performance-based specification intended to conch❑the control intent > � � �` the contractor at no additional cost to the owner. A.Each Contractor shall record cteartq neatlq accuratelq and promptl❑as wor❑progresses the following permit free molement of pipe.Where sleeabs pass insulated pipes,the sleeDas sha►l be large enough to prouded as necessar❑for slstem balancing. ass the i e and the insulation.Chec❑floor and wall construction finishes to determine ro er ten th of of the Carious sastems. The contractor shall proude detailed shop drawings including P&ID diagrams, E.The a focal of the ewi merit does not rekie[� the Subcontractor of res onsibtlit❑of sho drawin data: P P P P P g W PP P P P 9 2.7 DUCT INSULATION ewipment lists and finalized sewences for redew b❑the Engineer prior to installation. An❑❑uestions errors related to details, sizes, wantities, wiring diagram arrangements and dimensions which deuate 1. Changes made resulting from change orders or instructions issued b❑the Architect. sleeCes for Carious locations. concerning specific details shall be referred to the engineer for clarification. W from the Specifications,and/or bb conditions as the❑exist. F.Proude 22 gauge galCanized steel duct sleeCbs through interior walls,floors and ceilings set flush with A.Compliance: Insulation thic[hess, conductiut❑and installation shall comp)❑with local Mechanical and u.... "� 2.Changes in routing made to aLbid conflict with other trades or structural conditions. Ener ❑Codes. B.SCstem: It is the intent of this specification that a complete Building Management SCatem(BMS)utilizing finished surfaces. 9 F.Refer to General Rewirements for the substitutions of ewipment and submittal of shop drawings. If Direct Digital Control (DDC) be prouded to control and monitor all HVAC sCatems within the facilitll J 3.Final location of ewipment and panels if different than contract documents. B.Concealed su 1❑&return ducts for heatin coolin and air intaCes: apparatus or materials are substituted for those specked,and such substitution necessitates changes in, G.Pac❑the space between sleeCbs and structure, and sieeabs and pipes or ducts passing through fire PP g. g Proude a single worCatatton for building maintenance personnel to interface with sastem sewences, or additional connections, piping, supports, or construction, it sha!! be prouded. Contractor to assume B.Upon completion of the probct submit to the Architect a set of electronic media noting "as built" rated interior walls, floors, and ceilings with an approabd fire and smoCb proof pacnng material. 1.insulation:ASTM C553;flexible,foil faced,noncombustible blan❑bt. setpoints and Calues. � W 2 cost and entire responsibilit❑thereof. conditions indicating all Cariations and deuations of his wor❑from contract documents. Fire-stopping material shall maintain its dimensions and integrit❑while preabnting the passage of flame, U W �► smo❑e, and gases under conditions of installation and user when exposed to the ASTM E119 a)Interior Concealed/Tempered:R-Value of 6.0 installed. C.E❑uipment and Wiring: This contractor shall proude all control ewipment, and wiring (regardless of v 1.7 INSPECTION AND TESTS 1.18 OPERATING INSTRUCTIONS AND MAINTENANCE MANUALS Cbltage)to accomplish the sewence of operations as detailed below. time-temperature curb for a time period ewiCalent to the rating of the assembl❑penetrated. Cotton b)Interior VentilatedlUntempered:R-Value of 8.0 installed A.During the progress of the wor❑it shall be sublact to the inspection of the Owner and to such other A.Operating Instructions: Proude operating instructions to the Owner's designated representable with waste shall not ignite when placed in contact with the non-fire side during the test. Fire-stopping material D.Control and Monitoring: Sensors shall be prouded throughout the HVAC sCatems (h❑dronic and air) as ^f J 2.Vapor Barrier JaeCet: W ` inspectors,as ma❑ha[b arisdiction. respect to the operation functions and maintenance procedures for al{ewipment and sastems installed. shall be non-combustible as defined b❑ASTM E136; and in addition, for insulation materials, melt point rewired to control and monitor their operation and Carif❑performance at BMS. Pro❑de sensors with B.At completion of the worq Contractor shall submit to the Owner's representatiCb in writing a statement The cost of prodding a manufacturer's representatiab at the site for instructional purposes shall be shall be a minimum of 1700 degrees F.for 1-hour protection and 1850 degrees F.for 2-hour protection. a)Kraft paper with glass fiber U3rn and bonded to aluminized film. remote mounted stats where indicated on the drawings. Where multiple space mounted sensors are r' included in the Contract Price. rewired for a giCbn unit thegshall be located in the same general area. > stating: (1) that the wor❑ is complete; (2) that the entire installation is in accordance with the H.Fasten sleelbs securel❑in floors, walls, etc. so that the❑will not.become displaced when concrete is (i)Moisture Capor transmission:ASTM E96;0.02 perms. �( specification;(3)that preliminar❑tests hang been made;and(4)that the wor❑is read❑for final inspection B.Maintenance Manuals: At the completion of the prolact, turn oCer to the General Contractor four (4) poured or when construction is built around them.Tale precautions to preabnt concrete,plaster,or other (ii)Secure with pressure sensitive tape. E.Safet❑Controls: This contractor shall proude all safet❑controls rewired to protect the building and all W N and test. complete manuals in 3-ring binders,indexed,containing the following: materials being forced into the space between pipe and sleeve during construction. controlled ewipment from damage as well as those controls necessar❑to signal abnormal operation or 0. 3.Vapor Barrier Tape: malfunction of ewipment. These shall include but not be limited to high limits, low limits, freezestats, O (D W C.A final inspection of the installation to determine compliance with the drawing and spec cations will be 1.Complete shop drawings of all material and ewipment of this section. 1. In all areas where ducts are exposed and pass through floors,the hole shall be surrounded b❑a 4-inch M made b❑ the Owner's representatiCb. Wor❑ will be checCbd for ❑ualit❑ of materials, ❑ualit❑ of .high b❑3-inch wide concrete curb,or otherwise protected as determined b❑the Engineer. a)Kraft paper reinforced with glass fiber Cam and bonded to aluminized film, with pressure flow switches,interlocCa and relala. U W (D 1.. 2.Operation descriptions of all sCstems. sensitilb rubber based adhesina. F.Energ❑Effrciencn All controls and se❑uences shall be configured to proude maximum energ❑efficienc❑ 04 worUnanship, proper installation and finished appearance. This Contractor shall proude the seruces of J.Escutcheon plates shall be prouded for all exposed un-insulated pipes passing through walls,floors,and �/� �/'� the protect foreman for inspection purposes. The foreman shall remoCb and reinstall access panels, 3.Names,addresses and telephone numbers of all suppliers of sD.tem components. ceilings. Plates shall be ni pr plated, of the split ring tope, of size a match the pipe. Where plates are 2.8 INTERIOR DUCT LtNER while maintaining occupant comfort. Q V J � v r ceiling tiles,etc.,as rewired to facilitate an❑inspections rewired b❑the Owners representatt[b. 4.Pre❑bntatiCb maintenance instructions for all sCstems. prouded for pipes passing through sleeCbs,which extend aboDD the floor surface,proude deep recessed A.Poll-ner Foam insulation(EPFI)e❑ual to IMCOA"IMCOSHEET"Engineered PolCmer Foam Insulation, 1 G.Functional Performance Testing:The contractor shall perform complete and thorough Control Functional W D.The Contractor shall arrange and conduct operating tests on all ewipment in the presence of the plates to conceal pipe steeCbs. inch thicq R =4.0, closed cell. Insulation shall be installed as rewired b❑the insulation manufacturer. Performance Test (FPT) and Commissioning of the control s❑stems. Upon completion of the FPT, a 5.Spare parts list of all slatem components. � �' Owner's representatiab.The component parts of sCstems and the Carious sCstems shall be demonstrated Insulation shall be in compliance with NFPA 90 and 90B. Flame spread shall be less than 25 and smoCb report shall be submitted to the engineer for renew and comment.The FPT shall include testing of: to operate in accordance with the rewirements and intent of this specification. An❑non-comptnng or 6.Copies of all❑al❑b charts. 2.3 SUPPORTS&ATTACHMENTS densit❑less than 50 per ASTM E-84, NFPA 255, UL 723 Class 1 and UL 181. O defecting materials or wor❑nanship disclosed as a result of the inspection and the Contractor shall A.Proude all necessar❑supports and bases rewired for all ewipment, piping and for all other ewipment 1.Safeties in eCbr❑mode,i.e.,in manual run mode as well as auto mode. A� correct tests rom tlq and the tests re eated as often as necessar❑until a roabd and acce ted b❑the 1.19 PROTECTION furnished under this contract. Submit sho drawin s to the Architect fora roCal before urchase, B-Duct lining shall be applied in the following locations: 2.Si nals to and from the fire alarm,securit❑and entr❑sCstems. L.�.. ` v P P P PP P P 9 PP P 9 �� Owner's representatiCb. A.Protect all wor❑and material from damage b❑wor❑and wor�rien,and accept liabilit❑for all damage thus fabrication or construction of same. 1.20'upstream and downstream from all air handling units exceeding 10 tons. 3.Se❑uences of operation step b❑step in e❑br❑mode and possible situation. O caused. B.All ewt ment, unless shown otherwise, shall be securel❑ attached to the buildin structure in an 2.10'u stream and downstream from all air handlin unit of 10 tons or less. 1.8 ELECTRICAL EQUIPMENT P 9 P 9 4.The operation of all control loops under actual operating conditions. n/ B.Be responsible for wor❑and ewipment until final)❑inspected,tested,and accepted.Protect wor❑against approCgd manner.Attachments shall be of a strong and durable nature and an❑attachments that are not 0. A.Etectrical components of mechanical ewipment and sCgtems, such as motors, factor❑mounted motor theft, inor❑ or damage; and careful)❑store material and ewipment receiCed on site, which is not strong enough shall be replaced as directed. 3.5' downstream from all other fan powered units including, but not limited to, fan powered VAV 5.The interlocabd operation of all ewipment(i.e.,the operation of starters in manual and off modes as //�� starters,disconnects,and control ewipment shall be prouded under the related Section of Diusion 15. immediatel❑installed. Close open ends of wor❑with temporar❑colgrs or plugs during storage and boxes. well as auto mode,damper end switch interlocq etc.) LL C. Vibration Isolation: Alt mechanical ewipment, piping and ductwor❑ shall be mounted on ubration B.Temperature control ewipment, including thermostats, zone CalCbs, relala, awastats, etc. shall be construction to preabnt entr❑of obstructing material. C.Areas prouded with interior duct lining shall also be prouded with exterior duct insulation as indicated b❑ 6.Commissionin should test eCgr❑conceKable life safet❑scenario and el-er❑conceivable o erational isolatorslinertia bases to preCgnt the transmission of Ubration and mechanicall❑transmitted sound to the 9 P prouded under related sections of Diusion 15. Temperature control wiring not specificall❑shown on C.All openings in stored & installed ductwor❑shall be coCbred & sealed when not in use to pre Cent building structure. these specifications. scenario that the snstem will encounter and document this testing with printed graphs of trend logs. electrical drawings shall be prouded under related Section of Diusion 15. contamination from dust&debris. PART 3: EXECUTION H.Pacra ed Roofto HVAC Unit 1.Vibration isolators shall be selected in accordance with the weight distribution so as to produce g P TITLE: C.Upon completion of temperature control sCstem wiring, the responsibilit❑of the control saatem will fall 1.20 SCAFFOLDING,RIGGING AND HOISTING reasonabl❑uniform deflections. 1.Occu led winter:Su I❑fan shall run continuous)❑Thermostat shall fire as furnace in sewence to under Diusion 15. 3.1 OPERATING INSTRUCTIONS P PP 9 A.Proude scaffolding, rigging, hoisting and seruces necessar❑for deliabrq erection and installation of 2.All isolators and isolation materials shall be of the same manufacturer and shall be certified b❑the A.1 tr ti _ maintain the thermostat set point.Outside air damper shall open to allow minimum outside air flow. D.All electrical ewipment installed in concealed spaces shall be prouded with a hard wired electrical ns uc on to the Owner's Personnel After completion of all wor❑and all tests and at such times as SCHEDULE S material, ewipment and apparatus furnished under this diusion. RemoCb same from premises upon manufacturer. 2.Unoccupied winter: Upon a drop in space temperature below the night setbac❑temperature, the connection. Plug-tq�e disconnects shall not be allowed in concealed spaces. Euuipment prouded with designated b❑the Architect,proude the necessar❑stilled personnel to operate the entire installation until F completion of wor❑ su I❑ fan and as furnace shall be cCbled to maintain thermostat ni ht setbac❑ set AND DETAILS plug-in cords shalt not hang their cords modified. 2.4 SEISMIC RESTRAINTS receipt of owners acceptance. PP 9 g point 1.21 MATERIALS AND WORKMANSHIP temperature.Outside air damper shall be closed. 1.9 OPENINGS IN EXTERIOR WALLS OR ROOF A.It is the intent of this seismic specification that this contractor shall proude all necessar❑ seismic B.During the operating period, instruct the Owner's representatiab in the complete operation, adastment, A.AII materials and apparatus re❑uired for the worq except as specificall❑specified otherwise, shall be restraints rewired to ibep all mechanical building sCatem components in place during a seismic exent as and maintenance of the entire installation. 3.Occupied summer:Suppl❑fan shall run continuousln The cooling circuits shall energize as rewired A.Openings in exterior walls or roof shall be Cbpt properi❑plugged and caulEed at all times, except when to maintain the thermostat and humidistat where a licable set oints. The as furnace shall be being worved on to preclude the possibilit❑of flooding due to storm or other causes.After completion of new, of first-class walitq and shall be furnished, dellCered, erected, connected and finished in eCgr❑ rewired b❑the Building Code. ( PP ) P g C.GlCg at least fortu-eight (48) hours ad❑ance notice to the Owner to coordinate scheduling of this de-energized.Outside air damper shall open to allow minimum outside air flow. detail, and shall be so selected and arranged as to fit properl❑ into the building spaces. Where no B.Alt mechanical slistems must be installed in strict accordance with seismic codes, corn onent instructional eriod. worq openings shall be permanent)❑sealed and caulCgd in a manner approved b❑the Architect. P P specific Und or❑ualit❑of material is giCen,a first-class standard article as appro❑bd b❑the Architect shall manufacturer's and building construction standards. Whene❑br a conflict occurs between the a)On a call for dehumidification units ewipped with hot gas reheat coils (see schedule) shall 1.10 GUARANTEE be furnished. D.Furnish to the Architect fiCg(5)complete bound sets of tgaewritten or blueprinted instruction manuals for relact heat to the su I❑air stream to maintain 55❑ RH as sensed b❑the Cs ace mounted, manufacturer's or construction standards,the most stringent shall appin PP P DATE ISSUED: 02.16.20'I8 operating and maintaining all s❑stems and ewipment included in the contract. All instruction manuals return duct mountedChumidit❑sensor. A.Except as otherwise specified, all worq materials and ewipment shall be guaranteed against defects B.Furnish the seruces of an experienced foreman who shall be constant!❑in charge of the installation of C.This contractor shall engage a professional structural engineer registered in the arisdiction of this probct shall be submitted in draft, for approCal, prior to final issue. Manufacturer's adCgrtising literature or resulting from the use of inferior materials,ewipment,or wor❑nanship for one Char from the date of final the worq together with all sulled wor❑nen, fitters, metal worCers,welder, helpers, and labor rewired to to renew the entire installation to determine all seismic restraint rewirements and methods. Contractor catalogs will not be acceptable for operating and maintenance instructions. 4.Unoccupied summer:Suppl❑fan shall be de-energized.Outside air damper shall be closed. REVI i N completion of the contract,or from full acceptance b❑the Owner,whicheCer is earlier. unload,transfer,erect,connect,adast,start,operate,and test each sCatem. shall submit a re ort outlinin the structural en ineer's renew as well as seismic restraint sho drawin s S O S. P g g P g E.The aboCg-mentioned instructions shall include the maintenance schedule for the principal items of 5.Economizer&Differential Enthalp❑Economizer Control:When the outside air is suitable for cooling, NO. DESCRIPTION DATE B.If,within an❑ uarantee eriod,re airs or chan es to uaranteed worn are rewired as a result of the use 1.22 QUIET OPERATION AND VIBRATION and supporting calculations prepared b❑the professional structural engineer for reUew b❑the Architect. the outside air dam er and intertocEed exhaust fan shall modulate to increase the ercenta a of 9 P P 9 9 ewipment furnished under this contract. P P 9 of defectiCb materials or ewipment, inferior wor❑nanship or wor❑that is not in accordance with the 1.An❑❑uestions relativb to Com onent !m ortance factors shall be issued to the Architect/En ineer outside air, up to 100❑ to satisf❑cooling load. In addition, when the enthalp❑of the outside air is A.Wor❑shall operate under all conditions of load without an❑ob[actionable sound or ubration. to case of P P g 3.2 MANUFACTURER S RECOMMENDATIONS: terms of the contract, and upon receipt of notice from the Owner, the following shall be done without for resolution rior to seismic analCais. less than that of the return air, differential enthalp❑economizer operation shall be initiated allowing EQUIP. REVS. 1/31/18 mo❑rig machinerq sound, or ubration noticeable outside of room in which it is installed, or annonngl❑ p expense to the Owner. noticeable inside its own room, will be considered ob[ectionable. Sound or Ubration conditions A.Where installation procedures or an❑ part thereof are re❑uired to be in accordance with the mechanical cooling in conDnction with economizer operation. D.Seismic restraints shall be designed in accordance with seismic force leCbls as detailed in the applicable recommendations of the manufacturer of the material bein installed, ranted co !es of these C.Place in satisfactor❑condition in eabr❑particular all of such guaranteed wor❑and correct all defects considered oblectionable shall be corrected in an appro❑bd manner at no expense to the Owner. building code. 9 P' P 6.CO2 Demand Ventilation Control(Where Applicable): therein. Vibration control shall be means of approCed ubration eliminators in a manner as recommended b❑the recommendations shall be furnished to the Architect prior to installation.Installation of the item will not be 2.5 USE OF INSTALLATION allowed to roceed until the recommendations are receiCed. Failure to furnish these recommendations a)When outside air is not suitable for cooling as indicated b❑outside air enthalp❑sensor,the unit manufacturer of the eliminators. P D.Repair all damage to the building or site/ewipment or contents thereof which is the result of the use of return air damper, outside air damper and exhaust fan VFD shall modulate to maintain defectilb materials or e❑ui ment or inferior worunanshi or of wor❑not in accordance with the terms of A.The Owners shall ha❑B the priulege of using an❑part of the installation when sufficient!❑corn lete, but can be cause for rebction of the material. P P� 1.23 ACCESSIBILITY P minimum outside air. the contract. such use thereof, or partial or final paOnent shall not be considered as an acceptance of such wor❑in 3.3 TESTING,ADJUSTING,STARTING UP AND COMMISSIONING b)Proude CO2 sensors to enable demand controlled Cbntilation, the unit return air damper, A.Assure and be responsible for the adewac❑of shafts and chases, the adewate clearance in double lieu of a written certificate from the Engineer. E.Mang good an❑worn or materials, or the ewipment and contents of said building or site disturbed in partitions and hung ceilings for the proper installation of the worCl Cooperate with all other trades whose A.Testing:All wor❑must be proCgd satisfactor❑The tests herein specified shall be applied in the presence outside air damper and exhaust fan VFD shall modulate to maintain ASHRAE recommended fulfilling an❑such guarantee. wor❑is in the same space. Such spaces and clearances shall, howe❑br, be Copt to the minimum size 2.6 DUCTWORK of,and to the satisfaction of,the Architect before the wor❑is colbred,concealed or made inaccessible to le[laIs of CO2 in the return air stream(adE) rewired, testing, repair, correction or replacement. Accommodate the testing operation to the progress of the F.In fulfilling the rewirements of the contract or of an❑guarantee embraced in or rewired therebq an❑ A.Fabricate and support in accordance with SMACNA HVAC Duct Construction Standards - Metal and c)When outside air is suitable for cooling as indicated b❑outside air enthalp❑sensor (CO2 protract as a whole.Correct all defects appearing under test and repeat the tests until all parts of the wor❑ wor❑guaranteed under another contract is disturbed, restore such disturbed worn to original condition B.Locate all ewipment, which must be seruced, operated, adasted or maintained full❑ accessible Flexible, and as indicated. Proude duct material, gages, reinforcing, supports and sealing for operating h sensor oCgrride), the unit return air damper, outside air damper and exhaust fan VFD shall alb been successful[❑tested.Appl❑the specific tests herein described. Present all wor❑for acceptance and guarantee such restored wornto the same extent as it was guaranteed under such other contract. positions. E❑uipment shall include, but not be limited to, lalCgs, traps, cleanouts, motors, controllers, pressures indicated. modulate to proude maximum outside air to the space. DRAWN BY: in clean condition, properl❑adasted and !n good wornng order; for instance, all machtnern must be G.If u on failure to roceed rpm tl❑after notice to corn I❑with the terms of the uarantee,the Owner ma❑ filters, dampers, starters, coils, fire dampers, smolt dampers and drain points. If re0iirbd for better B.GalCanized Steel Ducts: ASTM A525 and ASTM A527 alCanized steel sheet, locn}formin walit wiet,well balanced,and must be in lace and readin accuratel❑All sCatems, ewi ment,controls, and d)Minimum allowable Outside Air Suppl❑Volume shall be 20❑ of the scheduled Calue in the M P P P P P 9 9 9 q P 9 p have the defects corrected and Contractor and his suret❑shall be liable for all expenses incurred. accessibilitq furnish access doors for this purpose. Minor deuations from drawings ma❑be made to haling G90 zinc coating of in conformance with ASTM A90. deuces in this wor❑shall be tested in operation and must prol-0 for their purposes in the lodgment of the occupied mode. allow for better accessibilitq and the engineer shall approab an❑change. Architect or his authorized representatius.All internal surfaces of all lines and ewipment shall be blown END OF SECTION SCALE: 11 - r 1! H.This Contractor shall obtain in the General Contractor's and Owner's name, the standard written 1.Sealant:As recommended b❑manufacturer specificall❑for sealing hints and seams in ductwor❑ 1 f 4 - 1 �� manufacturer's guarantee of all materials furnished under this Section where such guarantees are C.Pronde access panels for installation in concrete bloc❑walls or g❑psum wallboard ceilings and partitions or flushed clean. Where pressure tests are specified, the apparatus shall be clean before the tests are 2.Non-hardening,water resistant,fire resisting, compatible with mating materials; liwid used alone or a li offered in the manufacturer's published product data.AEI these guarantees sha){be in addition to,and not in locations, which rewire access far seruce to the items located behind the permanent g�sum pp'ed. Contractor shall proude adewate protection of piping and duct sCafems to pre Cent vandalism in lieu of, other liabilities, which the Contractor ma❑haab b❑taw or other proElsions of the Contract with tape,or heammastic. and/or accidental dama e, bloc❑B e, etc., that will hinder or relent ro er o eration of the finished wallboard or concrete bloc❑finish. 9 9 P P P P Documents.The guarantee shall be for a period of one(1)❑bar minimum from the date of acceptance or D.Access panels shall be installed where rewired to gain access to Callas,dampers,controls, etc. Panels 3.Hanger Rod:ASTM A36;steel,gallanized;threaded both ends,threaded one end,or continuous)❑ systems. DRAWING NO.: final paUnent. shall be flush, insulated, contain continuous steel hinge and screwdriabr operated latch. Panels shall be threaded. 1.Proude instruments, pumps, gauges, supplies, ewipment, materials, and labor for testing and 1.11 CLEANING OF SYSTEM rated ewal to the assembl❑that the❑are being installed in panels shall be UL listed. C.Round Exposed Ductworu Proude a complete double wall, spiral wound, round ductwor❑slstem as starting up. Dispose of test water and wastes after test, in a manner approDad b❑all applicable E.Access panels located in fire rated partitions shall be fire panels.The frame and panel assembl❑of these designed on the drawings with al{ necessar❑fittings, hangers, supports, turning Canes, and all other codes. A.Thoroughl❑clean piping, ducts, fixtures and ewipment of all foreign substances inside and out before fire anels shall be manufactured under the Factor❑Ins ection Sernce of the Underwriters'Laboratories appurtenances for the installation of an operable sCstem. All ductwor❑and fittings shall be galCanized 2.Perform tests which manbe rewired b❑authorities or agencies in addition to those herein specified. placing in operation.All air handling ewipment shall be pronded with"construction filters"for use during P P sheet metal in accordance with ASTM-A527 specifications. Ductwor❑shall be of round spiral locaeam Inc., and shall bear a label reading: Frame and Fire Panel Assemblq Rating 2 hours. (B)Temperature construction. Once construction is substantial)❑ complete and prior to final testing adasting and construction. 3.Piping for steam, hot water, chilled water, suppl❑ and return, drain, escape and relief CalCg � Rise 30 Minutes,250" F. Maximum. Rated panels shall be ewipped with automatic closing mechanism balancing,furnish and install new filters for each piece of e❑ipment. discharge shall be tested with water and made tight under pressure of 150 pounds per sware inch and be self-latching. D.Underground/Buried Ductworu Ewal to McGill Airflow Uni-Coat. Spiral round, loc❑seam construction gauge maintained for one hour without pumping or as long as rewired to inspect all hints. Repair B.If an❑foreign matter should stop an❑ part of a sCstem after being placed in operation, clean and with double corrugation. Elbows shall be Uni-seam standing seam or solid-welded seam for sizes all leas and retest. Pi reconnect sCstem. F.Panels shall be prouded with screwdriver operated flush cam locaa. ping shall be made tight without caulung.Appl❑pressure tests to piping on{❑ 8"-30'"and riCbted and seal with water based sealer for larger sizes. Material shall be ASTM A653 and before connection of ewipment. In no case shall piping,ewipment or accessories be subbcted to a STAMP: 0 i a No. 7789 �o ,A, , Rt M �rTH OF: UJI N ce) N F- NC ry rn dS w O F— A6.1 D W a D A3.0 1 p N m U M FW_- ' A3.0 A3.0 V WOOD PLANK z a CEILING co ;r =�, :: f= CROWN - - - - - - - - - - _ _GWB ETER CRO :- - - EIR M r' to O - - - ch 00 '1 p m o SUSPENDED 2x2 M INCRAFTSLOPEDVESTIBULE ■Q -' pob °D CEIL ING TILE Lo VT, CUSTOMER AREA ' ,`. A I'- / RETAIL SPACE H ;r_`PARTITION' A3.0 Z A3.2 ( 12'-0") SUSPENDED 2x2 QO H 101 TfNCRAFT CEILING 'F ' r ' 10'-2 GWB — CEILING TILES > �.. _ 8"/12" O O O O O REFLECTED CEILING PLAN LEGEND Q_ ui _ - MENU BOARD I LO W FRAME SUSPENE M FROM��� Lo x\\\E I O DOWNLIGHT RECESSED �"'� ''+� 9 CAN W �.... �"� Lo -_ - ,�i1 � DOWNLIGHT PENDANT ♦^ 3'-0ll ® CAN N DIRECT/INDIRECT 2'x2'LIGHT O u' CORRIDORLA I FIXTURE "(10'-0") SERVICE AREA DIRECT/INDIRECT 2'x4'LIGHT .. 9'-6" ® FIXTURE v w ( ) H ® O O MEN WOMEN LINEAR CEILING LIGHT VAULTED __ `� = ACT-3 IN FOOD PREP AREA 107 1 Q$ �Z CZ qo CEILING EXTERIOR WALL MOUNTED LIGHT W N I FIXTURE Q (� OH ` \ 8'FOOD SERVICE HAUST 2x2 LAY-ON TILE CEILING E HOOD BY OTHERS.REFER A3.1 TO KITCHEN EQUIPMENT __ _ PLAN AND SCHEDULE 0 36"x30"CEILING _ ACCESS HATCH ( r y,' RETAIL TENANT _ SPACE ? I WOOD PLANK CEILING H o z 109 KITCHEN _ _ TITLE: 103 = __. STAIRS &.:, ; I = _ _ M/`1�N FL�QfZ -'LOADING AREA I GWB.CEILING,PAINTED ;105` ' FUTURE 2x2 REFLECTED NSF COMPLIANT 2x2 ® SUSPENDED A.C.T. SUSPENDED A.T. BY TENANT N.{. CEILING(ACT-3) _ _ CEILING PLAN _ I FAN COIL UNIT g-6") _= I FLUSH MOUNTED �O H ,:(13'-101/2 FFICE _ __ 104 H _ _ _' -''-_a` I SUPPLY DIFFUSER DATE ISSUED:02 . 12 . 2018 � RE VISIONS: TURN RfLlO NO. DESCRIPTION DATE ATTIC ACCESS EQUIP. REVS. 1/31/18 1 BOH REVS. 3/19/18 EXHAUST FAN/LIGHT COMBINATION 8 EXIT SIGN f os OCCUPANCY SENSOR DRAWN BY: RFT 9 ® SMOKE DETECTOR d FIRST FLOOR REFLECTED CEILING PLAN off HEAT DETECTOR SCALE: 1/411 _ 1 1_011 a 1 �4n 1,011 _f DRAWING NO.: Al m3 U a r� m b pN_ N Z 1 STAMP: No 7789 x ; �Cs� YARA+t�lTHI'AR3, � MA OF ULJ N N N ' • O z ¢ N DST cb o w = LO _f o a C/) � \ Of a D C W 0 A3.0 A3,0 LL m W H ui z � J 0 h ti i W 5 cc K i a z lam- to 0 A3.2 w A3.2 O w I� N a (10 9'-2 15/32"b - d a' O N <d ° a � c4 J = ch EXIT_ I AA' REFLECTED CEILING PLAN LEGEND ■ N a 8-0 f =o- O CAN NLIGHT RECESSED ed 1 O DOWNLIGHT PENDANT W CAN W H , ° _ -_- - - DIRECT i INDIRECT 2'x2'LIGHT A3.2 I I FIXTURE Q J Lo a OC Lo �__WETLOLAIIUN DIRECT/INDIRECT 2'x4'LIGHT W ♦♦�^^ t�//�� RECESSED LIGHTS IN v! V J FIXTURE BASEMENT-TYPICAL 6 ` STRUCTURAL _ _ Z C) COLUMNS-REFER TO STRUCTURAL DWGS, GC LINEAR CEILING LIGHT F 7W7 � W A3.1 a; EXTERIOR WALL MOUNTED LIGHT L J I� FIXTURE W J _ o O 2x2 LAY-ON TILE CEILING ® t EXIT WOOD PLANK CEILING W �✓ ® 8'-0" O N GWB.CEILING,PAINTED ACT-3 SUSPENED CEILING SYSTEM °d TITLE: MelFAN COIL UNIT FLUSH MOUNTED BASEMENT _ ,•_ STRUCTURAL COLUMNS-REFER TO REFLECTED STRUCTURAL DWGS. . .. _ --- a. SUPPLY DIFFUSER d - - ' - - - - - - CEILING A ----, _ - - RETURN RILL G HOUR -- _ --"'.CEILING,.`-` ® ® O ff 1 ^�S RL OC ATTIC ACCESS ° DATE ISSUED:02 . 12 . 2018 4' _ 9'-2 3/4' - - EXHAUST FAN/LIGHT REVISIONS: -ONE'HOUR'- COMBINATION NO. DESCRIPTION DATE =.CEILING- _ - _ SSIlB �I( ' - EXIT SIGN 1 BOH REVS. 3/19/18 °a a d ° a d ®S OCCUPANCY d _ d _p y SENSOR " - e d - ® SMOKE DETECTOR s OH HEAT DETECTOR L O W N a DRAWN BY: Author 0 BASEMENT FLOOR REFLECTED CEILING PLAN SCALE: �4t� _ ,� r-011 if 11 y jiff U O DRAWING NO.: N a. Al N U • 4 N O N { ° I.. , .° j �-:d I. .a I. 'a-', a°- F I_; -.;I <.- L. ., I�g `"{°�`- I d•-° I °`-•I `'� STAMP:. 'I'.,''.I -•_, I; ., r I °,Id I,a9 la -- C - I ,l' 1-•' �I -a_ b• _ I,a -°, k ' Iq °:I:.-° t' "a P a I. .< I .. t•4 •.I- ° -I. ' d I .. a 4._ �' I ° I e_ _{< d; - .I .` I Id y- r ° l m 1, Q ;,I I• I' I•_ ".• {''' I - "'.I--a- I'°<-, � . I°,�' - aI .. I 1 - ° F .. I°' a. `da }Q' - •.dlIF I I -- ���� 41 °d a d °A d Na. 1289 BASEMENT EQUIPMENT KEY a ` a, = °. °< a _ � a d4 YARMOUTHPO!i'i', Mark Description Count : b a OF io 8 Dry Storage Shelving 2 ° -- 4 6 9 Walk-In Combo Frig / Freezer 1 ` d 6� 60 . n °.' ' / I - CONDENSER 18 Metro Wire Shelving 3 - (ON TOP 62 a w COIL ON 41 Aluminum Truck Dolly 4 — CEILING INSIDE ° U M WALK IN — � N d' O � 43 Freezer Chest 1 0 Z � CN a ,•a � 00 59 Freezer Condenser d O a COMBINATION WALK IN FREZER/ d; U 60 Refrigerator Condenser 1 REFRIGERATORF- 61 Freezer Coil / Evaporator 1 d = a 0 w ° g 62 Refrigerator Coil / Evaporator 61 "- gp 120V/20A OUTLET FOR SODA — r Cooler / Power Pack 1 SYSTEM =_ 59 �_ 1- 63 Beverage e CO CONDENSER WALK IN d Z g CEILING INSIDE U (ON TOP OF U 67 Chemical Storage Cabinet 1 °" WALK IN, ; - z `n n d' W Grand tota I. 17 ° , SYRUPBAG-IN-THE-BOX(REA SODA 0 SYRUP RACK W/AREA FOR a "J � ~ � a CO2 TANK AND REGULATORS N O _ 63 41 18 (18 +� W N See Master Equipment Schedule on A1 .7 - - y r� o M d ao < ®� 0 P M O O O ° ® O o0 a -- 25 0 a 41 a 7 L P > a a n• a'' W 04 a0 � LO a W N Zo - ° W----------------- .0 LLf E - - —————————————— °Q-a•z z -! �. CHEST a FREEZER 06 --------------- d° Q C.0 W a - ° 0 m C� 41 --------------- N a , _ 6 ■ O -------------- p U) Cn n ——————————————— V LO d - ——————————————— O 43 ° W --------------- L.1 W Q} % --------------- ` b WALL FOR W d O : a TITLE: TELE/DATA PANELS _ mw ——————————————— BASEMENT 0 --------------- a ------ EQUIPMENT HW j ------------ —=A LAYOUT d' H 1 y x DATE ISSUED:02 . 12 . 2018 O REVISIONS: ° NO. DESCRIPTION DATE @ 41 0 ® ® EQUIP. REVS. 1/31/18 0 0 0 0 a q 1 BOH REVS. 3/19/18 O p E 8 N N U D RAW N BY: Author 0 SCALE: 3/811 _ 11-011 N C N E R U DRAWING NO.: N 0 2' 4' 6' In 1 BASEMENT EQUIPMENT PLAN . 5 cO 3/811 = 1 '-011 0 N O N M STAMP: 1st FLOOR EQUIPMENT KEY �U{ Mark Description Count ,�! � ' f ° "�g ' \ , 4 '",;> rn�M��ti�IrPORr, 1 ,-� jf` r� 1 170 lb Ice Bin I` I r ye 2 Underbar Refrigeration Glass Swing Door Back Bar Cooler 1 j . 3 Underbar Refrigeration Solid Swing Door Back Bar Cooler 1 4 Espresso Grinder 1 s `: m LU CNIN CD CD � )qk 5 Coffee Grinder 1 _ cp l - 04 6 Pourover Coffee Brewer 1 _ _-_ CD __ __ D � as F = c, 7 Espresso Machine 1 39 40 3 ,� w p (� 35 � O a 38 �� 38 U in 2 10 Sandwich Top Prep Frig 11 Drink Rail Drainer - Recessed in Counter 1 r z f LUco U 12 2-Faucet Dispensing Head, Air Cooled w/Restrictor Leads 3 tz 13 Gelato Case 1 _ z W 14 on-Refrigerated Service Case 1 ' CUSTOMER AREA / 4 A7.1 2 — w L 3 15 POS System 1 ; , A7.3 f�. z F- LU II 5 N 16 Microwave Oven 2 RETAIL SPACE L � F �-- 3� 6° 3 4� 0 5' 6" 3' 0 5 0" 3 °" �, '� � Q LIJ 0 ow 17 Convection Oven < ~ 0 N � a00 19 Aluminum Racks 2 ' o ° � 2 t Mixer 1 - - 44 13 / o 2 0 30q io C3 Q 21 Proofer 1 --- - -- �- 22 Reach-in Solid Swing Door Refrigerator 1 ' ---- 15 �+ 68 � , � e,� 23 Reach-in Solid Swing Door Freezer 1 - -- - LU -- SERVICE AREA �� 31 CORRIDOR 7 I- 24 Slicer 1 = W 12 = 102 3 = - -- - 106 � 0- W 25 Undercounter Dishmachine 1 [ A7.4 0 _ A7.3 - 3 N '{o r/ 27 Crisp N' Hold Food Station _ Fryer 1 12 = W f- �F/-� LO Q 2 �' 1 Q ` 2' 8° ` C 1r-W F v) �+r Q0 28 Lil Orbit Cart 1 ��������BELOW������ BELOW 4C SHELF ABOVE W N A7.3 12 - 16 - � /f O 29 Lil Orbits Donut Maker 1 = 69 42 v 32d"xW"100"h 32d x72" 40"h 3 4.100"h 30 Sheeter 1 5 A7.1 0 36 TlZ�uJ 7 L 51 �` � 51 Q 5 31 Wall-Mount Hand Sink 3 W co49 � 1 - � W 32 Conveyor Toaster 1 r N MEN z N 33 Non-Refrigerated Service Case 1 48 107 0 cz > 34 Pa n i n i Press 1 ----------- 24d"x24"IX40"h 31 21 i Z ry m ''f 1? ( W35 Open Refrigerated Merchandiser 2 00 ( N � 36 Smoothie Blender 2 WINDOWSABOVE(3) `� (42) -- �/^, ��� �+/ � v/ 37 Soiled Laundry Cart 1 -- --- i 16 U) Itzi LO 38 Napkin Organizer 2 30d-xs6"bc40"h 39 Condiment Holder 2 I - [� � 24d"x24"bc40"h � � RA SH (� L`-\`— `,�' 2° 40 Lid & Straw Organizer 1 28 ?' (19� �- --- - ------------ TITLE: TITLE: 42 Microwave shelf 3 I -- - __ o 44 Wall Shelf - Coffee Prep Area 1 a 4 A7.2 2 8 1100D ABOVE KITCHEN I � POWER OUTLETS K I TC H E N 45 Mop Sink 2 3 SUSPENDED FROM ___ __ __—___ ___ CEILIING ABOVE EQUIPMENT 3 DOOR REACH IN 46 Wall Shelves with Pot Rack 5 ; 30d"x72"IX40"h 46 REFRIGERATOR 24d"x60"bc40"h 24d"x72"hc40"h I 52 _ ^� (� TRAS TRASH 56 �,9� 22 ----- SCHEDULE & 47 Prep Sink Single bowl w/ drain board (s) 1 �� ----------- ---------------- LAYOUT 48 Food Prep Table 24x24x40 2 - -- --------------- 49 Food Prep Table 24x24x36 1 _ KITCHEN 50 Food Prep Table 36x36x40 1 57 E103:] - ---------- -- DATE ISSUED: 02 .12. 2018 51 Food Prep Table 32x24x40 3 - -- \ 51 47 36d"x36"Ix24"h ----- -- REVISIONS: 52 Food Prep Table 32x72x40 1 ' -- NO. DESCRIPTION DATE Pr Table 20x66x40 1 OFFICE 24 24d"x48"Ix40"h 30 2 IN FREEZER --- - -- - 53 Food Prep ab ; —10A� 46 > 1/31/18 55 RAs 23 _ - - ---- 1 BOH REVS.REVS. 3/19/18 54 Food Pre Table 24x60x40 2 I `F j I I — 55 Food Prep Table 24x48x40 1 [L--j V 5 56 Food Prep Table 24x72x40 I 57 Food Prep Table 36x36x24 1 8 A7.2 6 ==--j 1 --- STAIRS & LOADING -- 58 Food Service Exhaust Hood 1 7 65 ` AREA --- -- ----- . I ------ 31 DRAWN BY: RFT 65 Wall Shelves with Pot Rack 1 o - 25 -- 45 L105 c� �� (� ' 3/81' _ 1 '_011 66 3 BayDish Sink w/ Sideboards both ends) 1 'ti 1i - 69 SCALE: ( 10:1 R 68 Dipper Well 1 -- -- - - - - - DRAWING NO.: N 69 Wall Shelf 2 e-- o ____ _-_ o �° 1 -11 9/16 —ADDED HAND SINK DRAIN BOARDS BOTH SIDES Grand total: 78 n KITCHEN EQUIPMENT PLAN o 4' 6' Al 06 -- 0 See Master Equipment Schedule on A1 .7 N NN th STAMP: D A& FOOR SERVICE EQUIPMENT Model (Basis of Elec Na. -7z89 ' 4i vARKA)D IPORr, Mark Description Room: Name Count Manufacturer (Basis of Design) Design) H W D Voltage Amps Phase CW HW Waste Gas BTU's Comments 1' r-` --3�*�, 1 170 lb Ice Bin SERVICE AREA 1 Manitowoc B-170 32 1/2" 26" 28" 115 V 7 1 2 Underbar Refrigeration Glass Swing Door Back Bar Cooler SERVICE AREA 1 TRUE TBB-2G-LD 37" 58 7/8" 27 3/4" 115 V 2.8 1 3 Underbar Refrigeration Solid Swing Door Back Bar Cooler SERVICE AREA 1 TRUE FOOD SERVICE EQUIPMENT, INC. TBB-4 35 7/8" 48 3/8" 30" 115 V 3.5 1 4 Espresso Grinder SERVICE AREA 1 BUNN 25" 91/2" 18" 120 V 2.9 1 5 Coffee Grinder SERVICE AREA 1 BUNN 35600.0020 30.8" 8" 18" 120 V 9.4 1 6 Pourover Coffee Brewer SERVICE AREA 1 BUNN 17.3" 16" 18" 120 V 13.9 1 NOT PLUMBED VERSION coNi CN It 7 Espresso Machine SERVICE AREA 1 SIMONELLI USA APPIA II - 1 GROUP 22" 16" 21" 110-125 V 13 1 3/8" 1-1/2" z Q N 8 Dry Storage Shelving BASMENT STORAGE AREA 2 Johnson-Rose 72" 72" 24" --- --- T 9 Walk-In Combo Frig / Freezer 10 X 12 COMBO WALK-IN 1 US Cooler CUSTOM 7 6 12 0 101011 --- --- See #61 & 62 Below for Req mnts W o a 10 Sandwich Top Prep Frig SERVICE AREA 1 TRUE FOOD SERVICE EQUIPMENT, INC. TPP-44D-2 10" 48" 10" - 9 (� 0 11 Drink Rail Drainer- Recessed in Counter SERVICE AREA 1 Perlick DRD48 4 1/2" 46 1/2" 6 9/16" --- --- 1/2" U a 12 2-Faucet Dispensing Head, Air Cooled w/Restrictor Leads SERVICE AREA 3 Perlick EA2100-2 18" 7" 6 1/2" --- --- 2" dia. Counter Hole for Bev. Line Req'd. Z o 0 13 Gelato Case SERVICE AREA 1 Structural Concepts NR3647RSV 47 1/8" 35 3/4" 33" 110-120 V 0.7 1 � ( m U) M w 14 Non-Refrigerated Service Case SERVICE AREA 1 Structural Concepts NR4847DSV 39 5/8" 47 3/4" 33" 110-120 V 9.6 1 °' U 15 POS System SERVICE AREA 1 Shopkeep 18" 18" 24" 120 V 20 1 Z 16 Microwave Oven 2 Vollrath 40830 16 7/8 23 5/8 28 1/811 240 20 1 — 17 Convection Oven KITCHEN 1 Blodgett ZEPHAIRE-200-G-ES-DOUBLE 63 1/4" 36 7/8" 38 1/4" 115 V 6 1 3/4" 120,000 Q 18 Metro Wire Shelving BASMENT STORAGE AREA 3 Johnson-Rose 84" 48" 24" --- --- U 19 Aluminum Racks KITCHEN 2 Eagle Group OR-1840 67 1/2" 21" 27 1/4" --- --- Z c=n o 20 30gt Mixer KITCHEN 1 Hobart HL300C-4STD 49" 38" 32.94 115 V 13.6 1 0 U w 2 21 Proofer KITCHEN 1 Toastmaster 30 5/16 22 13/16 33 5/16 120 V 14 1 C Q� N 22 Reach-in Solid Swing g Door Refrigerator KITCHEN 1 TRUE STA3R-3S 78 3/8" 78 1/8" 29 1/2" 115 V 6.9 1 m < = N 23 Reach-in Solid Swing Door Freezer KITCHEN 1 TRUE STA2F-2S 78 3/8" 54 1/8" 29 1/2" 115 V 9.6 1 ■o ° co co 24 Slicer KITCHEN 1 Hobart HS8N-1 24 1/4" 26 1/4" 24 1/8" 120 V 2 1 �o LO 25 Undercounter Dishmachine KITCHEN 1 Champion UL-130 33 3/4" 24" 40 1/2" 115 V 12 1 1/2" 5/8" �o N } a 27 Crisp N' Hold Food Station_ Fryer KITCHEN 1 Pitco PCF14 5413/32" 19 5/8" 52 5/16" 208V 0.4 3/4" 110,000 - — ----- 28 Lil Orbit Cart KITCHEN 1 Lil Orbits CE150 30 1/2" 24" 67' 120 V 20 1 29 Lil Orbits Donut Maker KITCHEN 1 Lil Orbits SS1200 24 1/2" 37" 14" 115 V 20 1 Z 30 Sheeter KITCHEN 1 Somerset CDR-60OF 17" 30" 29" 120 V 1 cW 31 Wall-Mount Hand Sink 3 Vollrath K1410CS W/ Hands free ADA operable faucet G 32 Conveyor Toaster SERVICE AREA 1 Vollrath CT4BH-2081400 16 1/2" 16" 19" 208V 13 1 W 33 Non-Refrigerated Service Case SERVICE AREA 1 Structural Concepts NR3647DSV 39 5/8" 47 3/4" 33" 110-120 V 9.8 1 O wJ U/ 34 Panini Press SERVICE AREA 1 Waring WPG250 9 1/2" 16" 17 1/2" 208V 13.5 1 W L 35 Open Refrigerated Merchandiser CUSTOMER AREA/ RETAIL SPACE 2 Beverage Air VM18-1-W-LED 77" 51.6" 30.3" 115 V 20 > 36 Smoothie Blender SERVICE AREA 2 Waring MX1000XTS 16 1/8" 10 5/8" 11 7/8" 120 V 13 1 W Z NO 37 Soiled Laundry Cart KITCHEN 1 Laundry Srvc. Vendor --- --- Q _ 38 Napkin Organizer CUSTOMER AREA/ RETAIL SPACE 2 Vollrath CTNCLS --- --- J Q Q 39 Condiment Holder CUSTOMER AREA/ RETAIL SPACE 2 Vollrath CFIFO-2X --- --- Q W G 2 40 Lid & Straw Organizer CUSTOMER AREA/ RETAIL SPACE 1 Vollrath CTL-5 --- --- — 41 Aluminum Truck Dolly BASMENT STORAGE AREA 4 Eagle Group TD2448-BSP --- --- V z p LLI 42 Microwave shelf 3 Eagle Group MWS2418 20" 24" 30" — C N 43 Freezer Chest BASMENT STORAGE AREA 1 Croseley WCH15 32 7/8" 55 3/4" 27 1/2" 115 V 5 1 CW G c— =� 44 Wall Shelf- Coffee Prep Area SERVICE AREA 1 Eagle Group --- --- CG O 45 Mop Sink 2 BK Industries 16" 20" 20" --- --- 1/2" 1/2" 1-1/2" G Z 46 Wall Shelves with Pot Rack KITCHEN 5 Elkay SSP, LLC Pot Rack --- --- O W 47 Prep Sink - Single bowl w/drain board (s) KITCHEN 1 Elaky SSP, LLC Budget 44 1/16" 55 1/4" 25 1/2" --- --- 1/2" 1/2" 1-1/2" U m N 48 Food Prep Table 24x24x40 KITCHEN 2 Harris-Warren 40" 24" 24" Q (fj 49 Food Prep Table 24x24x36 SERVICE AREA 1 Harris-Warren 36" 24" 24" W 50 Food Prep Table 36x36x40 SERVICE AREA 1 Harris-Warren 40" 36" 36" U 51 Food Prep Table 32x24x40 3 Harris-Warren 40" 24" 32" Q N 52 Food Prep Table 32x72x40 KITCHEN 1 Harris-Warren 40" 72" 32" 53 Food Prep Table 20x66x4O KITCHEN 1 Harris-Warren 40" 66" 20" O 54 Food Prep Table 24x60x40 2 Harris-Warren 40" 60" 24" 55 Food Prep Table 24x48x40 KITCHEN 1 Harris-Warren 40" 48" 24" 56 Food Prep Table 24x72x40 KITCHEN 1 Harris-Warren 40" 72" 24" TITLE: 57 Food Prep Table 36x36x24 KITCHEN 1 Harris-Warren 24" 36" 36" FOOD 58 Food Service Exhaust Hood KITCHEN 1 Grrenheck 115 V 3.9 1 1/4 hp Exhaust Motor Assumed 59 Freezer Condenser 10' X 12' COMBO WALK-IN 1 Tecumseh 13.4" 17.5 24" 208-230 V 12.56 1 SERVICE 60 Refrigerator Condenser 10' X 12' COMBO WALK-IN 1 Tecumseh 15" 22" 30" 208-230 V 5.8 1 61 Freezer Coil / Evaporator 10' X 12' COMBO WALK-IN 1 Russell 8" 48" 26 1/2" 208-230 V 7 1 1-1/8" cond. EQUIPMENT 62 Refrigerator Coil / Evaporator 10' X 12' COMBO WALK-IN 1 Russell 8" 48" 26 1/2" 115 V 0.6 1 1-1/8" cond. SCHEDULE 63 Beverage Cooler/ Power Pack BASMENT STORAGE AREA 1 Perlick 16 3/4" 28" 21 3/4" 120 V 5.3 1 3,800 With Optional Wall Bracket or Stand 5 Wall Sh ves with Pot Ra k KITH 1 Elk SSP, LLC Pot --- 66 3 Bay Dish Sink w/ Sideboards (both ends) KITCHEN Eagle Grou 414-1 -3-24 34 5/8" 8'6" 27 1/2" 1/2" 1/2" 1-1/2" 67 Chemical Storage Cabinet BASMENT STORAGE AREA 1 Advance Tabco 84" 49" 21" - - - - 68 Dipper Well SERVICE AREA 1 NEMCO 77316-10 5 7/8" 10 3/8" 6 1/2" DATE ISSUED: 02 . 12 . 2018 69 2 EI ay SSP, LLC Pot ack 10" 48" 1 --- --- REVISIONS: Grand total: 95 NO. DESCRIPTION DATE NO EQUIPMENT WITH NUMBERS 26 OR 64 1 BOH REVS. 3/19/18 1 0 U L U l0 N co DRAWN BY- 21 Author U N SCALE: 6 E O 0 DRAWING NO.: iu U d Al 07 ro 0 N O N M 2 STAMP: ROOM FINISH SCHEDULE Number Name 1 Floorin Wall Wall2 Wall3 Wall4 Ceiling Notes o LOWER LEVEL Na 77f�9 5/4x2"PVC e --5/4x2"PVC YARMt?k)T VORT , y 001 BASMENT STORAGE AREA SEALED CONCRETE PT-1 PT-1 PT-1 PT-1 ACT-3 _ BULL NOSE _ BULL NOSE r4� 002 UTILITY ROOM SEALED CONCRETE PT-1 PT-1 PT-1 PT-1 --- _ BAND BAND in t 003 STORAGE SEALED CONCRETE PT-1 PT-1 PT-1 PT-1 ACT-3 '- 004 10' X 12' COMBO WALK-IN BY EQUIP. VENDOR --- --- --- --- BY EQUIP. VENDOR ;., FIRST FLOOR 5/45 PVC 5/45 PVC TRIM TRIM 100 VESTIBULE WOM-1 PT-1 PT-1 PT-1 PT-1 PT-6 = _ _ Z! 101 CUSTOMER AREA/ RETAIL SPACE MFT-1, MFT-2, MFT-3 PT-1/PT-2 PT-1/PT-2 PT-1/PT-2 PT-1/PT-2 ACT-1 CONT. WAINSCOT AND CHAIR RAIL - PAINTED PT-1 LU N ClIl- 102 SERVICE AREA MFT-1 WT-1/PT-2 WT-1/PT-2 --- --- ACT-2 - ;- Q co cv -- - - -- < z CN 103 KITCHEN VT-1 WT-1 WT-1 WT-1 WT-1 ACT- D 3 _ 00 104 OFFICE MFT-2 PT-2 PT-2 PT-2 PT-2 ACT-1 FYPON MLD236 w �66 - 0 Lb LLJ 105 STAIRS & LOADING AREA VT-1 PT-1 PT-1 PT-1 PT-1 ACT-3 _ ;. - - CASING MOLDING Q cr o a 106 CORRIDOR CT-1 PT-1 PT-1 PT-1 PT-1 ACT-3 - - N_ tU� U, 107 MEN CT-1 PT-2 WT-1/PT-2 WT-1/PT-2 PT-2 ACT-3 Z o a o 108 WOMEN CT-1 PT-2 PT-2 WT-1/PT-2 WT-1/PT-2 ACT-3 t 109 RETAIL TENANT SPACE TBD BY TENANT PT- PT- PT- PT- TBD BY TENANT VANILLA BOX FOR C.O. ONLY _- _ TYPICAL EXTERIOR BUSINESS SIGN FRAME ( z ROOM FINISHES LEGEND z � ' Q TYPICAL BAY WINDOW w ~ co MARK MATERIAL I FINISH TYPE MANUFACTURER 1 PRODUCT LINE COLOR/CODE COMMENTS EXTERIOR SILL z U) Q j w 2 CT-1 PORCELAIN FLOOR TILE CROSSVILLE, COLOR BLOX TBD ! N v) O co MFT-1 MOSIAC FLOOR TILE - HEX PATTERN L'ANTIC COLONIAL, PORCELANOSA, NOOHN MOSAICS, AIR WHITE MAT L241713471 7 5/32° Q o al N 00 3 1/4" E o I M-j HEXAGON 100169351 _ CDVF-1 SLIP RESISTENT FLOORING FORBO - PVC SHEET SAFESTEP TBD ■o o Q In WOM-1 WALK OFF MAT MATS INC., SUPREME NOP TBD - ■O N 1- d VCT-1 VINYL COMPOSITION TILE ARMSTRONG, STANDARD EXCELON TBD \ z PT-1 DOOR AND TRIM PAINT- SEMI GLOSS \ SHERWIN WILLIAMS LATEX EPDXY - HIGH PERFORMANCE VATCH NATURAL WHITE (rgb 252/248/237) _ Lij FYPON MLD240 PT-2 WALL PAINT EGGSHELL SHERWIN WILLIAMS LATEX EPDXY - HIGH PERFORMANCE YATCH NATURAL WHITE (rgb 252/248/237) TRIM BAND W PT-3 WALL PAINT SATIN SHERWIN WILLIAMS LATEX EPDXY- HIGH PERFORMANCE IGHT GREEN TO MATCH PMS 5595U 0 W ( ) _I to " W � LO - PT-4 CEILING PAINT FLAT SHERWIN WILLIAMS LATEX EPDXY- HIGH PERFORMANCE FLAT WHITE WT-1 GLAZED WALL TILE LUNGARNO, URBAN TEXTURES UT1001 WHITE GLOSSY, 3"X6" FYPON MLD457 TYPICAL W Z O CROWN EXTERIOR TOP ARMSTRONG, TINCRAFT CIRCLES FLUSH TEGULAR 24" X 24" BAND ACT-1 TIN LOOK CEILING TILES X 3/4" 8008 FAUX COATED PEWTER _ Q W c C M _ G G ARMSTRONG, GEORGIAN, 24" X 24" X 5/8" BEVELED U W C0 W ACT-2 ACOUSTICAL CEILING TILE TEGULAR 9/16" WHITE zC N TYPICAL C— EXTERIOR ROOF ACT-3 NSF APPROVED CEILING TILE ARMSTRONG, KITCHEN ZONE, 24" X 24" X 5/8" SQ. LAY-IN WHITE CROWN ALL MILLWORK AS > q 3FT. WIDE1/2" NOTED OR APPROVED 75 z °� SHEET PVC ACG-1 15/16" CEILING GRID ARMSTRONG, PRELUDE XL 15/16" EXPOSED TEE SILVER GREY O Im C W U N � ACG-2 9/16" CEILING GRID ARMSTRONG, SUPRAFINE XL 9/16" EXPOSED TEE WHITE w �1 1/2" 3 7/8" ��W^^ � 0 ACG-3 15/16" CEILING GRID ARMSTRONG, PRELUDE XL 15/16" EXPOSED TEE WHITE (V W � SS-1 SOLID SURFACE COUNTERTOP SILESTONE ETERNAL CALACATTA CLASSIC POPLAR 1 1 0 `- 1/2" BULL NOS OS E PL-1 PLASTIC LAMINATE WILSONART TBD BAND ti W M MTL-1 METAL FINISH 304 STAINLESS STEEL#4 FINISH TITLE:FYPON MLD592 N 1 �r M BROSCO 8753A COVE MOLDING - \ \ \ CASING TRIM ROOM FINISH FINISH NOTES: \� \-\� \\\ \ \ \� \ \ \\ M ALL INTERIOR FINISHES IN FOOD PREP AND STORAGE AREAS TO COMPLY WITH BARNSTABLE'S BOARD OF HEALT RECOMMENDATIOS AND REQUIREMENTS - REFER TO 3.24.14 DOCUMENT. = SCHEDULE & TYPICAL INTERIOR DETAILS http://www.townofbarnstable.us/healthdivision/Applications/finishschedule.pdf :;; _ :', CEILING TYPICAL INTERIOR COVE MOLDING f-� WINDOW SILL & CHAIR RAIL DETAIL 1x12 PVC TRIM DATE ISSUED: 02 . 12 . 2018 - — BROSCO BASE CAP M (8455 WM163) REVISIONS: 11/16"x 1 3/8" 3/4" NO. DESCRIPTION DATE t 77 1 BOH REVS. 3/1908 1x6 POPLAR BASE - -1X5 TYPICAL ------ ----- INTERIOR HEAD& iv JAM B LO U - - N DRAWN BY: E, RFT o - Sk U SCALE: 6" = 1 '_0" E O TYPICAL INTERIOR TYPICAL INTERIOR DRAWING NO.: WALL BASE DETAIL OPENING HEAD & JAMB N TYPICAL EXTERIOR DETAIL WATER TABLE TYPICAL MILLWORK DETAIL A901 s � _ 11-011 N O N M STAMP: Door Schedule „ `5z +� cRoy`x4 t VOLFt Dimensions DETAILS slab Frame Hardware Mark Room Name MFG Material Model Type Thick Head Jamb Sill Comments _ \ TYPICAL EXTERIOR WALL f ? Width Height type Material Set ASSEMBLY �. No, 7789 Detail Detail Detail MA " INTERIOR WALL \\ `\ \ ZIP-WALL SYSTEM TAPE ASSEMBLY PER PLAN \ LAP OVER ALUMINUM FLASHING A , 350 IR Heavy Wall - 001 RETAIL TENANT SPACE Kawneer Aluminum Entrances H T-3 1/2" 9'-0" 1 3/4" FULL LIGHT ALUMINUM 1/A9.2 2/A9.2 3/A9.2 PROVIDE DOOR CLOSER HARDWARE ° 350 IR Heavy WaIIT11 INSULATED DOOR INSULATED DOOR _- 1 1 / ------ 002 VESTIBULE Kawneer Aluminum H T-3 1/2" 9'-0" 1 3/4" FULL LIGHT ALUMINUM 1/A9.2 2/A9.2 3/A9.2 PROVIDE DOOR CLOSER HARDWARE HEADER PER STR. HEADER PER STR. Entrances CUSTOMER AREA/ 350 IR Heavy WaIIT"" DwG s COMMERCIAL GRADE 003 RETAIL SPACE Kawneer Aluminum Entrances H 3-3 1/2 9-0 1 3/4 FULL LIGHT ALUMINUM 1/A9.2 2/A9.2 3/A9.2 PROVIDE DOOR CLOSER HARDWARE ALUMwuM FLASHING` m N (0 N 350 Heavy WaII TM 3/A9.2 CO NT 1x5 DOOR INTERIOR 1xA5 DOOR INTERIOR HEAD _ z o CUSTOMER AREA/ y HEAD CASING, C SI G, AINTED,TYP. < 004 RETAIL SPACE Kawneer Aluminum Entrances A 3-3 1/2 9-0 1 3/4 FULL LIGHT ALUMINUM 4/A9.2 5/A9.2 SIM PROVIDE DOOR CLOSER HARDWARE PAINTED,TYP. CP 06 CONTINUOUS BEADS w = 005 CORRIDOR Kawneer Aluminum LO 350 Heavy Wall TM A T-3 1/2" 9'-0" 1 3/4" FULL LIGHT ALUMINUM 4/A9.2 5/A9.2 3/A9.2 PROVIDE DOOR CLOSER HARDWARE OF coNSTRucTION (,j _ Entrances SIM ,, ADHESIVE O a AREA/ 5/4x5 PVC DOOR U � 006 CUSTOMERTRUSTILE MDF TS2020 C 3'-0" 7'-0" 1 3/4" TWO PANELS HOLLOW METAL 6/A9.2 7/A9.2 EXTERIOR HEAD CASING, RETAIL SPACE 3/4" HEAD PAINTED,TYP. EXTENSION z OU 0 007 RETAIL TENANT SPACE TRUSTILE MDF TS2020 C 3'-0" 7'-0" 1 3/4" TWO PANELS HOLLOW METAL 6/A9.2 7/A9.2 - ----- Al PAINTED SELF ADHERED MEMBRANEco ILIJ CAULKING @ FLASHING @ OPENING L_ m co 008 MEN TRUSTILE MDF TS2020 C T-0" 7'-0" 1 3/4" TWO PANELS HOLLOW METAL 6/A9.2 7/A9.2 E 0 ER HA PERIMETER,TYP. PERIMETER 009 WOMEN TRUSTILE MDF TS2020 C T-0" 7'-0" 1 3/4" TWO PANELS HOLLOW METAL 6/A9.2 7/A9.2 E PROVIDE DOOR CLOSER HARDWARE 3/4°PVC HEAD EXTENSION {!3 PAINTED -- U CUSTOMER AREA/ ELIASON a. LAMINATED CAULKING @ PERIMETER, Qj z 010 PLOYMER ENG-1 SINGLE E 3'-0" 7'-0" 1 1/2" 9" x 14" LITE HOLLOW METAL 8" HIG S SIDES Q t/� RETAIL SPACE CORP. DOORJAMB TYP z � a 3 CORE TRIM, BEYOND 011 OFFICE TRUSTILE MDF FL100 D 3'-0" 7'-0" 1 3/4" FULL LIGHT HOLLOW METAL 6/A9.2 7/A9.2 ® w 5 co Z �-- U) o STAIRS & LOADING DOOR JAMB TRIM, ® > w < 012 AREA B 3-6 7-0 1 3/4 FLUSH DOOR HOLLOW METAL 6/A9.2 7/A9.2 45 MIN. FIRE RATED DOOR & FRAME BEYOND ¢ w STAIRS & LOADING ALUMINUM DOOR HEAD Lv O 00 013 B 3-6 7-0 1 3/4 FLUSH DOOR HOLLOW METAL 6/A9.2 7/A9.2 PROVIDE DOOR CLOSER HARDWARE ALUMINUM DOOR HEAD - Q > d AREA = N DOOR CLOSURE--- O � � BASMENT STORAGE DOOR CLOSURE- ■� -� � M 014 AREA F 3'-0" 7'-0" 1 3/4" FLUSH DOOR HOLLOW METAL 6/A9.2 7/A9.2 45 MIN. FIRE RATED DOOR & FRAME - ■o 0 o 0 M a' tf) 015 BASMENT STORAGE G 6'-0" T-0" 1 3/4" FLUSH DOOR HOLLOW METAL SILL IS 6" A.F.F. �� N >- AREA 016 STORAGE B 1 3'-6" 7'-0" 1 3/4" FLUSH DOOR HOLLOW METAL 6/A9.2 7/A9.2 45 MIN. FIRE RATED DOOR & FRAME z VESTIBULE DOOR HEAD DETA ENTRY DOOR HEAD DETAIL w �t _ 11 11 _ 11 2 w 3 - 1 -0 3 - 1 -0 0- O w NOTE: ALL EXTERIOR DOORS WILL BE STORM RATED DOOR ___ _ i Lo INTERIOR WALL w �- Ln ASSEMBLY PER \ V A /1 PLAN INTERIOR WALL \ \ \ \ TYPICAL EXTERIOR WALL \\ V J DOOR HEADER ASSEMBLY PER ASSEMBLY \ \ W Z O PER STR. PLAN \\ \ \ ZIP WALL SYSTEM TAPE LAP \\ \\ \ Q DWG. \ \ \ \ OVER MEMBRANE FLASHING \ \ \ \ TYPICAL 1x5 \ \ \\ \\\ Q o INTERIOR HEAD, PAINTED C EXTERIOR JAMB, \ _ w iv PAINTED, (2)2X6 DOOR JAMB, (2)2X6 DOOR JAMB, U W SEE MILLWORK __ CAULKING X5 TYPICAL INTERIOR X5 TYPICAL INTERIOR JAMB, 7 J - - �° JAMB,PAINTED,SEE PAINTED L ' PERIMETER,TYPICAL MILLWORK DETAIL CON 118/ DTgIL w 1 PIECE DOUBLE o - o o OF CONSTRUCTION o 0 0 0 \\ O / RABBIT HEAD W/ ADHESIVE PAINTED FIN. CAULKING @ PERIMETER, JAMB EXTENSION, PAINTED Z LL / TYP. TYPICAL O CD w ' JAMB EXTENSION, SELF ADHERED MEMBRANE 1 (� o / DOOR AS PAINTED TYPICAL FLASHING @ OPENING �•J N SCHEDULED. PFRIMFTFR �♦/^� ��/^'� V J r V J ALUMINUM DOOR JAMB-- CAULKING @PERIMETER, 0 0 0 ° o W - O � �/ AALUMINUM DOOR JAMB- - - ♦ ) - \ \ vJO LO N INTERIOR DOOR HEAD DETAIL VESTUBLE DOOR JAMB DETAI - ENTRY DOOR JAMB DETAIL � \\ l \ 11 _ 11 II _ 11 , 11 _ 11 \\ Ci- 3 - 1 -0 3 - 1 -0 = 3 - 1 -0 TITLE: 1 3/4" 3'-0" 1 3/4" 3' 6„ 3,-0" 3'_0" DOOR J001 ---- ------------- 3'-3 1/2" SCHEDULE & DOOR TYPE DOOR TYPE DOOR TYPE DOOR TYPE INTERIOR WALL - DETAILS °A° °B° "C" "D" PLANMBLY PER cV cv 2)2x WALL STUD ( ALUMINUM DOOR TYPICAL WEATHER STRIP, TY I�AL 1/2PCOMPRESSIBLE 2" HOLLOW \\ TYPICAL 1x5 Fu i Fa WALK-IN FLOOR METAL INTERIOR JAMB, WIDE ADA METAL MAT \ THRESHOLD FRAME ' ` PAINTED, 6"CONCRETE SLAB,SLOPE TOP „ ,' \\ SEE MILLWORK (1:50)MAX FOR RUNAWAY FROM DATE ISSUED: 02 . 12 . 2018 ' 9 xl4 / \ CAULKING @ B ILDING ' LITE PERIMETER,TYPICAL 4 REVISIONS: ' ANCHOR,TYPICAL d° ° e NO. DESCRIPTION DATE / \ OF(3)@ EACH e d : d ---- .d d . o q SIDE ° 1 BOH REVS. 3/19/18 - \ \ / 1 PIECE DOUBLE v ' RABBIT HEAD W/ p d - LAMINATE \ ` \\ /� DOOR AS'IN. D PANEL - ° \ � � SCHEDULED. ° ° ° - SCUFF \\ PLATE 1"RIGID INSULATION PROTECTION BROPROOFING @ EXTERIOR FACE,-co --- --- " 3'-0" 2' 3,-0„ CONCRETE FOUNDATION WALL PER STR. ----- 3'-a" -- DWG's DRAWN BY: Author INTERIOR DOOR JAMB DETAIL d 7 SCALE: As indicated DOOR TYPE DOOR TYPE DOOR TYPE 3 - 1 -O „E„ „F„ „G„ o ENTRY DOOR SILL DETAILo DRAWING NO.: Door Elevations 3 U 1-011 1 /211 _ 1 1-011 a m 0 N O N M STAMP: A& 901L d No 7789 YARMOUTHPORT, MA CIS 'J; Ole "I "Ilt Uj c\l (D r- 04 (D 04 * cl) - F c) _ / i\\ Q 04 66 00 O LLJ Lr) LU 69 p -L eel 2 0 0 6w BF10WLLJ U fn 22 LL 30 \ L z 17 < w a. < (5-5) q 0 U) C5-6) z F- w LU z < w n53 0 w \ 51 \ Lr F- (0 < c) 0) --j cfl U') 50 (3 C) < T 6) co =77= C'j > CL (36 15 5 z (35 12 Ui Lo w ool U) U) CD 000 LU z ti Ll 06 > Z fl� w N Uj - 0 12 �� ® / U) U') 3 1 1 KITCHEN AXON 1 58 9 36 3 14 0 00 ((3 7 3 TITLE: 2 KITCHEN � � � 48 ,� � :� AXON (19) 6 46ti (22) DATE I SS U E D: 02 . 12 . 2018 REVISIONS: NO. DESCRIPTION DATE EQUIP. REVS. 1/31/18 \ - _ 1 BOH REVS. 3/19/18 N 6 ---------- 2 DRAWN BY: Author d \ O SCALE: EO10 DRAWINGN xxono e6 7 2 a 4)���� STAMP: \ Na 7789 ' w a, � a. -- � 1 Lu co j N ((D N 3 Q o v / Z Q N 1L y i cz5 = o 0W 9 0 a s Z) a z 0 0 TP LLl LL U i 1 m F- M U i 33 ii j _ • 1� 1 1 42J (� Za 50 19 J U I w�"i 14- 21 ti LU � � 11 1 31 2 �.0000� z CD _ Q 12 3 36 19 �? ' > w 36 U wof F- 12 23 49 53 ' U) 0 °° 12 LL �o 0 m J M 56 0 i N >- 4 0 J' i A 27; 4 W T' ^ W =' O �w 1147) i J L.L UJ CD v i Q Q W U W COw O� Z N J I � - W 165 4 O 0,5 > Dw BE OW ' °' 31 66 37 o (r1/ 52 58 \ N m �— v C) n KITCHEN AXON 3 ui 0 i 7 51 LO i � N 3 n 57 m N 23 12 12 12 LL 19 (56) 36 3 TITLE: 19 53 9 , KITCHEN 11 AXON 44 7 50 o � 3 (� DATE ISSUED:02 . 12 . 2018 000 REVISIONS: NO. DESCRIPTION DATE � 35 k 1 � 1 EQUIP. REVS. 1/31/18 3/19/18 U t/1 U N d.' W. m 0 D RAW N BY: Author U SCALE: U Q' o ,Q DRAWING NO.: N N xxo U N , ■ 00 KITCHEN AXON 4 p N M STAMP: r.1)AA � NS L F " 0 No. P89 p YARM{klYFiPORT, I-- MA t r as th ss d F z , 66 = 00 0 PA55 TH RU 1 w O `� 'V - - ESPR �� I I o — ---- %;% - -TOASTS - A - 13.9 U f; 1 LT 32 44 COFFEE GRINDER - E550 1-] °�,° U) _ _ R W LL 1- - DER - o w CO % GRIN T FOUNTAIN BEADS }- ~ I BLENDERS FOUNTAIN - i I I I � ��;�,_ SHELF � j 16 �. -�- rCOFFEE BREWER I �_ _ - C13 (3) DOUBLES ADS T -�--- -- - -- OU SI '- (3) D BLE — 1—I MICROS FLAVOR -,-1 - ' l L CUSTOM MILLWORK DRAIN RAIL -SHOTS/SYRUPS — , -- SERVICE COUNTER W! L r o ESPRESSO - -_ -I� � ( EQUIP. SHELVES - 6 m - �� _. -- DRAIN RAIL F- w MARBLE TOP - PANINI _ 12 12 12 ( 36 .J W H - r- - ,�., — 3 3 14 n - - -_�_ -�-- - O O I �,� 1-- ai o o BLENDERS -- i - r _ 10 T GELATO � f� I -,-�� � ANDWICH � �� i''; l_ -- w 2 _. - o PREPS i---L_ ti 1 - - - 0 w F I _ �1✓ f� � N a ; 0 CD E ! a I gW Pp i 6 2 o co 0 O r. GLASS DOOR U.C. FRIG ICE MAKER - - - - - -----� ' ' �� � LO I i r--- i M i _ I I mm 11 III Lpi OPTIONAL REF RIG. UNDERCOUNTER OPTIONAL REFRIG. UNDERCOUNTER CUSTOM MILLWORK Z FOR COLD BREW AND FOUNTAIN FOR COLD BREW AND FOUNTAIN SERVICE COUNTER W/ W DRINKS -ALTERNATE PLUMBED DRINKS -ALTERNATE PLUMBED MARBLE TOP '.._ LOCATION IN BASEMENT BELOW. LOCATION IN BASEMENT BELOW. W EQ. ELEV. SRVC AREA - 2 EQ. ELEV. SRVC AREA - 1 0 w it _ 11 1 11 _ 11 1 /2 — 1 -0 1 /2 — 1 -0 w E— LO > � cn N w zo t� � _ H QQ Q w 27 CU z COC W w N J z °� � 0 � W CEILING V m N — I I 50'-6" 0 � r ; j w (� Ln I 0 N T _ -17 REFRIGERATED 5.5. WALL 5HELF r j - - - ,---�— Z-L. TITLE: i REACH IN _ EQUIPMENT MERCHANDISERS --1- � MICROWAVE S.S. WALL SHELF � ------------ --_-- �_ _l____ _-.L_.,__ i - - REFRIGERATED REACH IN ELEVATIONS 35 MERCHANDISERS 35 - - --- TOASTER y _- FOUNTAIN - -- HEADS (3) 3 _ 5.5. EQUIP. SHELVES DOUBLES j CU5TOM MILLWORK _-- _ _ -r 12 11 CASE W/MARBLE TOPS - - . - j j DRAIN RAIL �/ -BASE 5TORAG J. - �`1i-1- - -- PANINI PRESS � 4� Z 42 CUSTOM MILLWORK GELATO P.O.S. —FRIG. BACKERh- -. - 34 CA5E W!MARBLE TOPS FRIG. 5AVOP 35 FRIG. 5AVORY3 i ____ - 15_ 33 BASE STORAGE I �; - - -- DATE ISSUED:02 . 12 . 2018 RE - � 10 � '� � 31 �- 10 � � REVISIONS: MILLWORK W SANDWICH PREP I � � SANDWICH PREP NO. DESCRIPTION DATE S RK ! 7-HAND - 7 MARBLE TOP * BASEr7lSTORAGE (A.D.A. ;! --- - EQUIP. REVS. 1/31/18 No / - - I-- ° COUNTER HT.)` e - -�- -/,r -1- _� 1 BOH REVS. 3/19/18 FIRST FLOOR m o ��� L - - - - 1 i -- T �T — EL.38'-6" V CUSTOM MILLWORK OPTIONAL REFRIG. UNDERCOUNTER SERVICE COUNTER W/ FOR COLD BREW AND FOUNTAIN $ MARBLE TOP DRINKS -ALTERNATE PLUMBED N L LOCATION IN BASEMENT BELOW. V d n 0 EQ. ELEV. SRVC AREA - 4 EQ. ELEV. SRVC AREA - 3 DRAWN BY: Author U -011 SCALE: E O 0 DRAWING NO.: y U M V W / W XXOm2 N O N M