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1070 IYANNOUGH ROAD/RTE 28 - Health
1070 Iyanough Road, =LA - aFke e r oIZ4 TOWN OF BARNSTABLE LOCA'''ION/Q Q� /IO 1 090 SEWAGE # 95 VILLAGE "9n/1)S ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. C//JAR S ((hn,, -??9 -663y SEPTIC TANK CAPACITY e e —I RR ooa LEACHING FACI,LITY:(type) n �L!>2� NO. OF BEDROOMS n )9 P'R-tV*—PE Wei: OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: zgs- DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes s �i� i:�� A'► p� f p�r-/yn y' 14 V `� '✓ TOWN OF BARNSTABLE Date: TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAME OF BUSINESS: BUSINESS LOCATION: lAunpnls MA AaInD INVENTORY MAILING ADDRESS: W-1 VV) TOTAL AMOUNT: TELEPHONE NUMBE 50 0 CONTACT PERSON: _ EMERGENCY CONTACTTELEP ION/E NUMBERo3IS U5y ' LOCO Y MSDS ON SITE? "TYPE OF BUSINESS.- INFORMATION/RECOMMENDATIONS: Fire District: Waste Transportation: Last shipment of hazardous.waste: hAV � h� OTC Name of Hauler: Gj_ 1 Destination: �re . I 4 4d Waste Product:`' -20 r IIE Y -CR Licensed? es No 'ijaiDq. NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous materials use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed/Maximum Observed/Maximum Antifreeze (for gasoline or coolant systems) Misc. Corrosive NEW USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road Salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides NEW USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel, Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene, #2 heating oil NEW USED Misc. petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways &garages Wood preservatives (creosote Caulk/Grout Swimming pool chlorine ; Battery acid (electrolyte)/Batteries Lye or caustic soad ; r Rustproofers Misc. Combustibles ; Car wash detergents Leather dyes =" Car waxes and polishes. Fertilizers Asphalt & roofing tar PCB's v Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (inc. carbon tetrachloride) NEW USED Any other products with "poison" labels Paint &varnish removers, deglossers (including chloroform, formaldehyde, Misc. Flammables hydrochloric acid, other acids) Floor &furniture strippers Other products not listed which you feel Metal polishes may be toxic or hazardous (please list): Laundry soil & stain removers Q (including bleach) -N.Ar ft'Cd. I W S n Spot removers & cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS `6 �.w. -� r.y. . •. , a,.�s :a`.,.-M.s .f .�dk-v.."a-rvt.,":E'.ra`.y. ,r�I.. rv-...,+f:.y _Na4..$..J� v.'4rl.. .. ' � %.iti'='"-\ i. Date: :. / / �C1 TOWN OF BARNSTABLE TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY �n -�� NAME OF BUSINES 01 S Of S: ' BUSINESS LOCATION: alrv)1 mpt Dc�r'O C) INVENTORY MAILING ADDRESS: t Q �IrlQl l ('1 TOTAL AMOUNT: TELEPHONE NUMBE�j 50f C1� DaCG O CONTACT PERSON:-1,.�r� EMERGENCYCONT-CTTELEPHON UMBER 1! Lj5LI - (OOCC> X ( 145f MSDS ON SITE? TYPE OF BUSINESSn�� �� y ' INFORMATION/RECOMMENDATIONS: Fire District: Waste Transportation: l"ULIr6. Last sfiipmenfi;of hazardous.waste: �� �G'� �l l� S+O nl Name of Hauler,- Destination: u c! Waste Product: � r OUS S Licensed?\(' ' No "►1G o�i. NOTE: Under the provisions of Ch. 111, Section 31, of the`Genera�La\/ of MA, hazardous materials use, `1 storage and disposal of 1'11 gallons or more a month requires a license from the Public Health-Division. i LIST OF TOXIC AND HAZARDOUS MATERIALS E The Board of Health and the Public Health'Dlvlslon have,determined�that the following products exhibit toxic W� or hazardous characteristics and�must-be registered regardless of volume, Observed/Maximum ° Observed/Maximum 'L Antifreeze (for gasoline or coolant systems) Misc. Corrosive NEW USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes A, Road Salts (Halite) Hydraulic fluid (including brake fluid)- r Refrigerants Motor ils O 4 NEW USED (insecticides,,herbicides, rodenticides) Gasoline, Jet fuel, Aviation gas Photochemicals (Fixers) Diesel Fuel,, kerosene, #2 heating oil NEW USED gl _ Misc. petroleum products:grease; - Photochemicals (Developer) lubricants, gear oil 4l NEW USED Degreasers for engines and metal ' Printing ink Degreasers for driveways.&garages Wood preservatives (creosote), Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Misc. Combustible Car wash detergents Leather dyes Car waxes and polishes, K Fertilizers Asphalt & roofing tar PCB's ' Paints, var-nishes,,;stains--dyE's < w. - -� -: = - Other chlorrl ated=hydrocarbons mf Lacquer thinners ' ' (inc. carbon tetrachloride) w NEW USED* r Any other products with "poison" labels Paint &varnish removers, deglossers (including.chloroform, formaldehyde, Misc. Flammables hydrochloric acid, other acids) Floor &furniture strippers Other products not listed which you feel Metal polishes may be toxic or hazardous (please list): ,.. :� Laundry soil &stain removers kk)( do t)o • �YN Ctr1 { 4)h(R (including bleach) I�r cl�1C} S 1 n O�tr C� `t 6, 4 har)t q�`��— Spot removers"& cleaning fluids " ' (dry cleaners) Other cleaning/solvents Bug and tar removers " / y Windshield ytash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS A . Date: Z oy TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAMEOFBUSINESS: = s BUSINESS LOCATION: /b'7 o T�aLrn� moo! .MAILING ADDRESS: INVENTORY TELEPHONE NUMBER: .50 8—7-71-- 652Z TOTAL AMOUNT: CONTACTPERSON: EMERGENCY CONTACT TELEPHONE NUMBER: TYPEOFBUSINESS: 1-724cr, FICHE 0(57 OTHER INFORMATION: M S®5 Wad ransp rtMon / r az ha v►2 p, Name of Hauler: N Destination: e s Waste Product: ,vc4pl-e ) Licensed?. Yes No as / LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. . NOTE: LIST IN TOTAL LIQUID VOLUME OR POUNDS. Quantity Observed (gallons): Antifreeze(forgasoline orcoolant systems) Drain cleaners .NEW USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road Salt (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor oils Pesticides NEW USED (insecticides, herbicides, rodenticides) Gasoline, Jet Fuel Photochemicals (Fixers) Diesel.fuel, kerosene, #2 heating oil NEW USED Other petroleum products: grease, Photochemicals (Developer) lubricants, gear oil , NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways & garages Wood preservatives (creosote) Battery acid (electrolyte) Swimming pool chlorine Rustproofers Lye or caustic soda Car wash detergents Jewelry cleaners Car waxes and polishes Leather dyes Asphalt& roofing tar Fertilizers. Paints, varnishes, stains, dyes PCB's Lacquer thinners Other chlorinated hydrocarbons, NEW USED (inc. carbon tetrachloride)- Paint&varnish removers, degiossers Any other products with "poison" labels Paint brush cleaners (including chloroform, formaldehyde, Floor&furniture strippers hydrochloric acid, other acids) Metal polishes Laundry soil & stain removers Other products not listed which you feel (including bleach) may be toxic or hazardous (please list): Spot removers & cleaning fluids Misc.' Eez.✓yt�G�ce .5 �j_.Saga,(. (dry cleaners) ,atOther cleaning solvents Bug and tar removers Date: TOXIC AND LA LRDOUS MATERIALS REGISTR TION FORM NAMEOFBUSINESS. BUSINESS LOCATION: 0 MAILING ADDRESS: Mail To: Board of Health TELEPHONE NUMBER: �- — — Town of Barnstable CONTACT PERSON: As-e:w EMERGENCY CONTA T TELEPHONE UMBER: Hyannis, MA 02601 TYPE OF BUSINESS: Does your firm store any of the toxic o ardous materials listed below, either for sale or for you own use? YES NO - This form must be returned to the Board of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store. NOTE: LIST IN TOTAL LIQUID VOLUME OR POUNDS. Quantity Quantity R OEIVED Antifreeze(for gasoline or coolant systems) Drain cleaners FEB 0 � 2003 NEW USED Cesspool cleaner TOWN OF BA HEALTH DEPT. Automatic transmission fluid Disinfectants Engine and radiator flushes Road Salt (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor oils Pesticides NEW USED (insecticides, herbicides, rodenticides) Gasoline, Jet Fuel Photochemicals (Fixers) Diesel fuel, kerosene, #2 heating oil NEW USED Other petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways & garages Wood preservatives (creosote) Battery acid (electrolyte) Swimming pool chlorine Rustproofers Lye or caustic soda Car wash detergents Jewelry cleaners Car waxes and polishes Leather dyes Asphalt & roofing tar Fertilizers Paints, varnishes, stains, dyes, PCB's. Lacquer thinners q Other chlorinated hydrocarbons, NEW USED (inc. carbon tetrachloride) Paint & varnish removers, deglossers Any other products with "poison" labels Paint brush�cleaners (including chloroform, formaldehyde, Floor & furniture strippers hydrochloric acid, other acids) Metal polishes Laundry soil & stain removers Other products not listed which you feel (including bleach) may be toxic or hazardous (please list): Spot removers & cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair 2.Printers BOARD OF HEALTH O satisfactory 3.Auto Body Shops Ounsatisfactory- 4.Manufacturers (see"Orders") 5.Retail Stores COMPANY 6.Fuel Suppliers ADDRESS N UCH RD • Class: 7.Miscellaneous QUANTITIES AND STORAGE (IN=indoors; OUT-outdoors) MAJOR MATERIALS el S Drums boveTa Underground Tanks IN OUT IN OUT IN OUT I#&gallons Age ITest Fuels: - _ Gasoline Jet Fuel (A) Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) new motor oil(C) transmission/hydraulic Synthetic Organics: degreasers Miscellaneous: of Pl bl-�757—RSS DISPOSAL/RECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply w O Town Sewer OPublic , O On-site OPrivate + Wa,,O IJ L 3. Indoor Floor Drains YES NO O Holding tank:MDC O Catch basin/Dry well + - l ti 4 O On-site system toaoq�at-at 6t 4. Outdoor Surface drains:YES NO ORDERS: O Holding tank:MDCQ O Catch basin/Dry well f� O On-site system 5.Waste Transporter Name of Hauler, YES NO 1. 2. 6z a Person (s) Interviewed Inspector Date . � �. � , � � \ . / . . � � 4 . � � � � � � ƒ . . � � � � � � }. � � \� i � � } � � � > � $ � � . � . \ ƒ : . � # � � \ . � . � � . � » , . � § / � . - � } I ƒ � . � . / . � � . � � � . - � j � � ' � ] i . ) , � � . � . � � � . ) I ` � � � � » . 7 , . . . , � � � . f ! � ^ ^ - / � . . j . \ , � . % R C1 p No. 6 .--.,z � Fee /�V THE COMMONWEALT MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 0(pprtcatton for Migpogal *pgtem cougtructiou vermtt Application for a Permit to Construct( )Repair( )Upgrade(>O Abandon( ) El Complete System ❑Individual Components Location Address or Lot No. Own s Name, ddr ss d Tel.No. G�?— �/ Assessor's Map/Parcel 1 �^ ►I h iJ tl N t1e (431 I rvt.- - Installer's Name,Address,and Tel.No. L I 11 r7�U,3t/ Designer's Name,Address and Tel.No. UT (�C.e Q01 ar, C u n !LLJL-+t m l� �Lcl�t 'n � C"r r (u�nur K Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures 1=km r A Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank J 9n Type of S.A.S. Description of Soil 1\1' Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issu b this Board of alth. Signed Date - ZAV Application Approved b Date Application Disapproved for the following reasons Permit No. Date IssuedY- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS1(J� Certificate of Comphauce THIS IS TO CERTIFY,that the On-site Sewa a Disposal System Constructed(V)Repaired ( )Upgraded( ) Abandoned( )by at A-,!Iv _�< g has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. A dated 14' Installer _ G z 6017_ Designer The issuance of this permit shalf not be construed as a guarantee that the system will function as designed. Date Inspector i . � ,��. u:.;�,_ ,T.F,it•�..;.,,.'-mot."-,•�_.{�,y._,..•.A����._:-r. _atev..•..... .. .w;:...+.,,/mot., No. / r+ /6-7V �" 1 t Fee /may r F / THE COMM6NWEALrWOF MASSACHUSETTS Entered in computer: PU, LIP HEALTH DIVISION - TOWN OF BARNSTABL , MASSACHUSETTS Yes ` Application for Migpogat *pg e / r tr tior� errrtit Application for a Permit to Construct( )Repair( )Upgrade(, )Abandon( i+•) El Complete System El Individual Components Location Address or Lot No. Owne's Name, ddress d Tel.No. es� rr ra I A+• N`� n t S,`r, . t �h 1! j fie, jr u 1 k Assessor's Map/Pazce I� t 'c n h I.1 (M KID 1 L G M k e t} Installer's Name, /Address,and Tel.No. j t / Design's Name Address and Tel.No. f�rAtC0�f�1 \Utt�llU.�.'•{•Ii1� ^'UIr. Type of Building: \ nar Dwelling. No.of Bedrooms o Lot Size sq.ft. age Grinder( ). Other Type of Building f tNo. of Persons Showers( ) Cafeteria( ) Other Fixtures k2et I r � r Design Flow. gallons per day. Calculated daily flow ,gallons. l Plan Date Number of Sheets Revision Date Titlea - Size ofi� p1ic Tank,,, 5 n_ i od y Type of S.A.S. r `> f j-1 t ,F,• + J /f Description , fiSoil �`s 1 Nit Natures R pairs o�Alterations(Answer whe',n applicable) Dafe last insga—ted . , )Aj�eement: r' i -v+ 'The undersigned agrees o ensure the construction and maintenance of the afore described on-site sewage disposal system in accord"ance.Zith the provisions of Title 5 of the Environmental Code"an"d not to place the system in operation until a Certifi- 4 Cate of Compliance has beenAssue b this Board of H Ith. i .- 4 _�. • ,� \�,r' _ Signed � �' "" Date Appficat n Approved by� .-,'bate `k _J • - Applicatioib Disapproved for the following reasons Pernt'tt No. Date Issued^ # THE COMMONWEALTH OF MASSACHUSETTSy x 9 BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the,On-site Sewa a Disposal System Constructed Repaired ( )Upgraded..( ,• _) `Abandoned( )by eat Y -ty ' ` has been constructed in ardance ' with the provisions o Title 5 and the for Disposal System Construction Permit No. V dated Installer � � (2&w� /_0!r. _ Designer - The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector ----=-------f-----------------------/--- No. ;l 9"' eel Fee / 11.61-4 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNS TABLE, MASSACHUSETTS 30i.5pozal *pztem Construction Permit Permission is hereby granted to Construct ,Repair( )Upgrade( )Abandon( ) System located at 4 '-e � ✓ /!> `� �f"1'! 51�Xs'RI/,.c and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date: I— - Approved I� A� Date: 7 TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAMEOFBUSINESS: (IJ BUSINESS LOCATION: MAILING ADDRESS: Mail To: TELEPHONE NUMBER: r Board of HealthTown of Barnstable CONTACTPERSON: f _ P.O. Box 534 EMERGENCY CONTACT TELEPHONE NUMBE : Hyannis, MA 02601 TYPE OF BUSINESS: w2kq /� low Does your firm store any of the toxic or hazardous materials listed below, either for sale or for you own use? YES NO This form must be returned to the Board of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store. NOTE: LIST IN TOTAL LIQUID VOLUME OR POUNDS. Quantity Quantity Antifreeze(for gasoline or coolant systems) Drain cleaners NEW USED Cesspool cleaners Automatic transmission fluid 13vz.c _ Disinfectants Engine and radiator flushes ���-L't�Road Salt (Halite) H draulic fluid includin brake fluid y (including ) e n erants Motor oils '3''" ` Pesticides NEW USED (insecticides, herbicides, rodenticides) Gasoline, Jet Fuel -- Photochemicals (Fixers) Diesel fuel, kerosene, #2 heating oil NEW USED Other petroleum products: grease, Photochemicals (Developer) lubricants, near oil NEW USED e s D ers fordeagoesand m alzv� Printing ink Degreasers for driveways & garages Wood preservatives (creosote) Battery acid (electrolyte) Swimming pool chlorine Rustproofers Lye or caustic soda Car wash detergents Jewelry cleaners Car waxes and polishes Leather dyes Asphalt & roofing tar Fertilizers Paints, varnishes, stains, dyes PCB's Lacquer thinners Other chlorinated hydrocarbons, NEW USED (inc. carbon tetrachloride) Paint & varnish removers, deglossers Paint brush cleaners Any other products with "poison" labels (including chloroform, formaldehyde, Floor & furniture strippers: hydrochloric acid, other acids) ' Metal polishes Laundry soil & stain removers Other products not listed which you feel (including bleach) may be toxic or hazardous (please list): Spot removers & cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers onw WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS �/ TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair satisfactory BOARD OF HEALTH 2.Printers3.Auto Body Shops unsatisfactory- 4.Manufacturers COMPANY I`pr (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS It ZQ L4, Class: 7.Miscellaneous QUANTITIES AND STORAGE (IN= indoors;OUT=outdoors) MAJOR MATERIALS 1Ver IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel (A) Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) new motor oil(C) transmission/hydraulic Synthetic Organics: degreasers Miscellaneous: poi,�`-St'-.Zi - Oft� �—/-s Lit- /2�1' -lye C) DISPOSAUR.ECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply -S L4e O Town Sewer kPublic � S 60V\4efta,s O . *I—t O On-site OPrivate i l fv( - 3. Indoor Floor Drains YES NO x O Holding tank: MDC O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES NO ORDE S: Q Holding tank: MDC ;(Catch basin/Dry well O On-site system 5.Waste Transporter -DestinationName of Hauler 6d i YES NO 1. 2. ag2i 4 dr. Person (s) Interviewed Inspector Date �I F 1 TOWN OF BARNSTABLE COMPLIANCE: CLASS:- 1.Marine,Gas Stations,Repair ' BOARD OF HEALTH O satisfactory 2.Printers 3.Auto Body Shops 6 unsatisfactory- 4.Manufacturers COMPANY S' (/$' (see."Orders") 5.Retail Store's 6.Fuel Suppliers ADDRESS f / C18s �rL 7.Miscellaneous �! wj 1p QUANTITIES AND §TORAGE (IN=indoors;OUT=outdoors) MAJOR-MATERIALS Case lots Druins Above Tanks Underground I IN OUT IN OUT IN. OUT #&gallons —Age Test x Fuels: Gasoline,Jet Fuel (A) i i Diesel, Kerosene, #2 (B) 1 Heavy Oils: waste motor oil (C) new motor.oil (C) transmission/hydraulic Synthetic Organics: degreasers XI Miscellaneous r.j . 7s X R DISPOSAIJRECLAMATION REMARKS: 1. Sanitary Sewage 2. Water Supply j D O Town Sewer PPublicftolSqA, &V\- t st s ootS * O On-site OPrivate { 1/ r - 3. Indoor Floor Drains YES NO O Holding tank:MDC 4 O Catch'basin/Dry well - O On-site system 4. Outdoor Surface drains:YES k NO ORDE S: O Holding tank:MDC GO G{ -Si - Catch basin/Dry well O On-site system 5.Waste Transporter Name of Hauler Destination Waste Product YES NO 1. 4 .. 2.' " �_ Person (s) Interviewed Inspector Date a a, � �l �. r ; \ TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAME OF BUSINESS: —&A /(y Mail To: BUSINESS LOCATION: Board of Health Town of Barnstable MAILING ADDRESS: H ©A A/,Z1A/ti A P.O. Box 534 TELEPHONE NUMBER: :EK '7 1 ei Z- ! Hyannis, MA 02601 CONTACT PERSON: M 14 L mloL a L.�,�jv EMERGENCY CONTACT TELEPHONE NUMBER: Z 1 //7 Does your firm store any of the toxic or hazardous materials listed below, either for sale or for your own use, in quantities totalling, at any time, more than 50 gallons liquid volume or 25 pounds dry weight? YES V* NO This form must be returned to the Board of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: O NA-y k7 5 <oOf- 91 -rt, ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store: Quantity/Case Quantity/Case �. Antifreeze (for gasoline or coolant systems) ��,Drain cleaners Automatic transmission fluid / T Toilet cleaners )-0_j'Z Engine and radiator flushes : Cesspool cleaners 2. 7'7, Hydraulic fluid (including brake fluid) is Disinfectants Motor oils/waste oils Road Salt (Halite) 0 Gasoline, Jet fuel r.',qIFre rWge ants 0 Diesel fuel, kerosene, #2 heating oil � D z...,� Pesticides (insecticides, herbicides, 0 Other petroleum products: grease, lubricants rodenticides) _1 Degreasers for engines and metal )— Photochemicals (fixers and developers 0_ Degreasers for driveways & garages 0 Printing ink 0 Battery acid (electrolyte) Ge-,'cV-,e7 ip Wood preservatives creosote 0 Rustproofers PAO" 5-N111d 1- Swimming pool chlorine ,oA-r a 7: Car wash detergents j Lye or caustic soda �Q7 Car waxes and polishes Jewelry cleaners a _ Asphalt & roofing tar 1) Leather dyes Paints, varnishes, stains, dyes 0 Fertilizers (if stored outdoors) Paint & lacquer thinners b PCB's �1 Paint & varnish removers, deglossers _n Other chlorinated hydrocarbons, —) Paint brush cleaners (inc. carbon tetrachloride) 1 Floor & furniture strippers — Any other products with "Poison" labels tf tal polishes (including chloroform, formaldehyde, Laundry soil & stain removers hydrochloric acid, other acids) 9-5V 6k,,(in4Wd�Rg-bleach) 0 Other products not listed which you feel may T Spot removers & cleaning fluids be toxic or hazardous (please list): (dry cleaners) 0 Other cleaning solvents P Bug and tar removers 94Household cleansers, oven cleaners White Copy- Health Department/ Canary Copy-Business TOXIC AND HAZARDOUS MATERIALS GISTRATION FORM NAME OF BUSINESS: Mail To: BUSINESS LOCATION: T:O j L//J A/ 9C/ Board of Health Town of Barnstable MAILING ADDRESS: f A I AILS N1A f 0 ?1 6 a / P.O. Box 534 TELEPHONE NUMBER: 7 ,-A 76 It Hyannis, MA 02601 CONTACT PERSON: Mt V/I-e- 9,'Al EMERGENCY CONTACT TELEPHONE NUMBER:' �-7 c� a- /Pz- 7&7/�� Does your firm store any of the toxic or hazardous materials listed below, either for sale or for your own use, in qu tities totalling, at any time, more than 0 gallonsliquid volume or 25 pounds dry weight? YES V NO This form must be returned to the Board of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: /V 0 0 wf- r A-I S ry A ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store: Quantity/Case Quantity/Case O ffLAntifreeze (for gasoline or coolant systems) Drain cleaners Automatic transmission fluid -j -T7oilet cleaners 4t Engine and radiator flushes 9=2a t.0 Cesspool cleaners r l Hydraulic fluid (including brake fluid) arc Disinfectants j Mottoor_oils/waste oils 300!- Road Salt (Halite) D Gasoline, Jet fuel Ar-vRefrigerants Diesel fuel, kerosene, #2 heating oil /4 (4pPeyst c qes (i secticides, herbicides, Other petroleum products: grease, lubricants rodenticides) a Degreasers for engines and metal Photochemicals (fixers and developers) _9 Degreasers for driveways & garages Printing ink O Battery acid (electrolyte) &UiW-r 1A1 Wood preservatives (creosote) Rust F40®� yG�J��_(� proofers 6k 70-n>�S C2 Swimming pool chlorine -�� 9, Car wash detergents 4,6 Lye or caustic soda log-( Car waxes and polishes I to L-0 Jewelry cleaners 0 Asphalt & roofing tar 0 Leather dyes 0 Paints, varnishes, stains, dyes _0 Fertilizers (if stored outdoors) _2 Paint & lacquer thinners _ 9 PCB's Paint & varnish removers, deglossers 0 Other chlorinated hydrocarbons, (� Paint brush cleaners (inc. carbon tetrachloride) 0 Floor & furniture strippers Any other products with "Poison" labels C/kAlf Opt r�yNll polishes (including chloroform, formaldehyde, %g TLaundry soil & stain removers hydrochloric acid, other acids) 00 �p(including bleach) Other products not listed which you feel may oSpot removers & cleaning fluids be toxic or hazardous (please list): (dry cleaners) 71 Other cleaning solvents Bug and tar removers GG,Household cleansers, oven cleaners White Copy- Health Department/ Canary Copy-Business 3z _TOWN OF BARNSTABL ) LOCATION 7® 1—�'�'✓'''�/,�a/� �'c SEWAGE # 3 �U VILLAGE &X,4 CV S ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. 1912-G,v 6 4" 57. e-25- SEPTIC TANK CAPACITY / O �� ��-✓ 2--r'4-VS 6 74,41- LEACHING FACILITY:,(type) (s' NO:OF BEDROOMS W- D n A (BUILDER,OR OWNER ' Ce4®k r rY 94g T�� PERMITDATE:" �} - Z - c/k COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility "'`r Feet " Private Water Supply Well and Leaching Facility,(If any wells exist on site or within 200 feevof leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet.of leaching facility) Feet Furnished by `' ' v 73:) orD va � �- O s. i No. tl / o� Fee =' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: � Yes PUBLIC HEALTH DIVISION -TOWN OF BAR NSTABL9}MASSACHUSETTS 01ppYication for Oigaar *p!tem Cone4ruction i3ermit Application for a.Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. O >ts E /? Owner's Name,Address and Tel.No. R?E 13a ^4RFrEE7— Assessor's Map/Parcel 1c�ST/c% 11/A 4/ Installer's Name,Address,and el.No. Designer's Name,Address and Tel.No. /9/d C%f �'o,�sT Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) s r ti 6:2E,45 P_ �2A p Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to lace the system in operation until a Certifi- cate of Compliance has been iss this Bo �f Health. , Signed Date S� Application Approved by Date Application Disapproved for the WiowQ reasons Permit No. Date Issued n � jj No. ;i / Fee��i U THE COMMONWEALTH OF MASSACHUSETTS � Entered in computer: . n / ' V PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE`s III�ASSACHUSETTS Yes 01pplication for Migogal &p.5tem Construction permit Application for to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete/�y es m ❑Individual Components Location Address or Lot No. /D 0 Owner's Name,Address and Tel.No. R7E /3Q 5-7QR ^A R<re 7— Assessor's Map/Parcel FES?/of IPIA 4/ S of X oZ_ Installer's Name,Address,and el.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder( l? Other Type of Building No. of Persons Showers 'oCafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow j gallons. Plan Date Number of sheets Revision Date Title ,. Size of Septic Tank Type of S.A.S. Description of Soil t; Nature of Repairs or,�Alterations(Answer when applicable) /I s T•g 6:.4//o w G2 FAS e —2 A p r Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described,on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to lace the system in operation until a Certifi- cate of Compliance has been issu this Bo -of Health Signed Date S/ Application Approved by Date Application Disapproved for the lowit reasons 7` Permit No. .3 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(fir)Repaired ( )Upgraded( ) Abandoned( )b -aG'y ✓� T at / 6 0 % ,,.ti o r 146 oQ—'Al /S has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will unction- designed. l Date (' Inspector •;� 4- In J 'j..; No. /0Fee V 0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS 'Wi5po5ar *p6teTUpgrad n.5truction permit F Permission is hereby granted to Construct( )Repair( )Abandon( ) System located at /0 7 v y.�.v.v ova F Ri and as described in the above Application for Disposal;System Construction Permit. The appliEant recognizes his/her duty to comply with Title 5 and the following local provisions'or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date: Approved by r TOWN OF BARNSTTAB/LE LOCATION /7�� 1-J'!�r►/^'f�i� rC �/ SEWAGE # 3 VILLAGE_ ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. _/P/Z-G.v 6-11 S% SEPTIC TANK CAPACITY /�'�o 45:�4 LEACHING FACILITY: (type) (size) NO.OF BEDROOMS /' / BUILDER OR OWNER C,4 Dh c e cO T/ PERMUDATE: - 7 jam/- COMPLIANCE DATE:_ t -� Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist . within 300 feet of leaching facility) Feet Furnished by 5. Fwr O C� W � I BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT Z SUPEAIOR COURT HOUSE ©ARNSTA©LE, MASSACHUSETTS 02630 J • Aln Sca PHONE: 362-2511 EXT. 330 LAS 337 CLINIC 340 NEW 11AIN LABORATORY ANALYSIS CLIENT: Robert B. Our Company, Inc. COLLECTOR: D. Lopes • MAILING ADDRESS: P. 0. Box 577 AFFILIATION: foreman North Harwich , MA 02645 DATE € TIME OF COLLECTION: 12/7/89 7:00 a.m. TELEPHONE NUMBER: 432-0530 BOTTLE NUMBER: BC636 DATE & TIME OF ANALYSIS: 12/7/89 1:45 p.m. I-IETIIOD OF ANALYSIS: MF DEQE POLICY. FOR ACCEPTANCE OF NEW WATER MAINS XX Two consecutive samples showing the absence of coliform, collected at least 24 hours apart , are required when no chlorine residual is routinely maintained in the distribu tion system: One sample showing the absence of coliform is required if chlorine residual is main tained in the distribution system. RESULTS SA14PLE LOCATION TOTAL COLIFORM /100 ml Festival Plaza , Center of Outer Loop, Hyannis , MA 0 XXX Test indicates. the absence of total coliform. Test indicates the presence of total coliform. REMARKS: cc Barnstable Board of Health Barnstable Water Company ANALYST CC Iry N ti� 1 era BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT a � SUPEAIOR COURT HOUSE O s --'� BARNSTA©LE, MASSACHUSETTS 02630 J • At SS • PHONE: 362-2511 _Y EXT. 330 LAB 337 CLINIC 340 NEW MAIN LABORATORY ANALYSIS CLIENT: Robert B. Our Company COLLECTOR: . D. Lopes MAILING ADDRESS: P. 0. Box 577 AFFILIATION: foreman North Harwich , MA 02645 DATE & TIME OF COLLECTION: 12/7/89 7:20 a.m. TELEPHONE NUMBER: 432-0530 BOTTLE NUMBER: BC284A DATE & TIl•1E OF ANALYSIS: 12/7/89 1:45 p.m. METHOD OF ANALYSIS: MF DEQE POLICY FOR ACCEPTANCE OF NEW WATER MAINS XX Two consecutive samples showing the absence of coliform, collected at least 24 hours apart , are required when no chlorine residual is routinely maintained in the distribu tion system. One sample showing the absence of coliform is required if chlorine residual is main tained in the distribution system. RESULTS SAMPLE LOCATION TOTAL COLIFORM /100 nil Festival Plaza, outer loop at four gate cluster, Hyannis , MA 0 XXXX Test indicates the absence .of total coliform. Test indicates the presence of total coliform. REMARKS: : cc Barnstable Board of Health Barnstable Water Company ANALYST ;-h.��., ; ,o,,.�, cc - _ I ¢ DATE: November 25, 1994 f TO: CAROL ANN RITCHIE, SITE PLAN REVIEW COORDINATOR FROM: THOMAS MCKEAN, DIRECTOR OF PUBLIC HEALTH<C7. RE: 53-94 FESTIVAL AT HYANNIS The Health Department has the following comments requirements regarding this application for Site Plan Review: Proposed 500 gallon grease trap is not sufficient for a 402 seat restaurant - 6, 500 gallon size needed. Floor plans needed showing sink locations and bathroom locations proposed. Self-service salad bars shall comply with all the regulations contained in Article X, State Sanitary Code for Food Establishments (sneeze guards, signs, refrigeration) f -ICE USE ONLY % NLI CAI'r uN 'FU , f' S 1TE. ELAN ;RE.V,I EW DATE RE;CEIVEO ._/:_/_ qCT-1,ON DUE BY LOCATION, Certificate of Title No 12 regal Oes.cription; anl> ,Court"P No 2 - PTannin9 -;Board Sutidlvislon..Number• ssessor: s Ma ,..2:9.'4` Parcea 5 4ssessor'sMap ,and, P el Number+ - 1a0 -Route 1=32 H MA 026 ' Property , Addres9r r is APPLICANT ' , OWNER OF< P.ROPERTY x Names Estate - �ame+ state of Patrick M. yl . -.,A dress %ddres + c & Patr ' i .. ter cC u -erg°Mci-:lennen &-'P:i is -- OX. 16-30,--'%HV&hn .s DIA 0244- — Box 163 Hyannis ,Phone+ (508 ) 79(l="44n'g -- ;,honer .. . 50 90-5400 ENGINEER AGENT(•interest owner_or applicant) Names ay or Consul � 4ddte-+ s - Con re Street ' Address+ dos 02110 °hone: 7.) 439-0585 ex 242 Phones UTILIIIES LONING. CLASSIFICATION(S) 7`00� , Seue, District: R :11 IN6 FRCP!:i0 Flood Hazard: C Nct+be:; Nut,ber:_ Public. X i,rivate_ Groundwater Overlay: GP AL�,�e Gruc:rd: Above &round: Fire District: gP J3ter s LOT AR£A: 27 _ Unde^a:^ound: Acres °WContents: Fubldc X Contents: — -NUMBER-OF-BUILDINGS --- --- -- Private:- -- - - - .�_-- - Fire-Prote�3-on:' Existtl�- - -R C_'TS Proposed: �Afi) IN!=_ Fa4_E= L'- Demolition: 0 •evudred;. 1133 Existing: 1— _ Elzctrical X : ded: -1254 Proposed: r Under: TOTAL FLOOR AREA ( in sq.ft. ) )r:. Si te: 1204 To Close: Underground: -rf site 7c ta:: Natural:1 tas: Residential : Officer medical Officer IN HISTgA.ICAL L,ISTRICI;(yes),_ (no) X Fropane:_ Commercial+ i��q. Ft (specify use) IN AREA QF_C'R;T. CAL .ENVI RONttENTAL Shopping Center — C')NCEE`.E.A. : (res)- (no)X- Wholesale iF.�)JECT v17HIN lOc�' OF YETLAND RESOURCE AREA: (y?s)_ (no) X Institutional: Industrial: TOWN OF BARNSTABLE SITE PLAN REVIEW v NOV 2 1 1994 C � � IVE 4 . or s of the re T.hs Csltflt an ;>thsll include one ecdu ttly%Ind I cat Ing.tucn't/erme ts•wf y $Caltd ., K.. t . . property• Dr own. to. M engineer's Afol'loI"*'.,information as art pertinent to the development activity PropoieCi M1 anning Board Subdivision Number (If applicable). Assessors (', 1) Legal description. PI ' Map and Parcel number and address if app(Icebis) of the proPertY• : -❑.-. ... NemMe,o.:.a :. . f, k : dlfrerent Of tM property e Ow r• and appI(cant r dress and phone, Pr fyzrthen t y R t address,xand :pie 'ner. of ;tne EeYelopsr contractor, engintor, other ❑ 3) Name. ' - .,_._... ti. design professional and agent or legal ei0eesentltivt. a) Complete property dlmenilons.. ,area and zoning classlflcatlo4 of property. ;3 Existing and proposed topogreph(cat contours of the property taken at'two-foot . contour.inttrvals,bY;.-registered„or,%9Ineer, or registered land sur w yoc. . >i ❑ ,.. re, location and site•-of all significant existing .6)".The natu natural .IanO feeturss, including. but noca do tad to. tree. shrub, or brush masses.' all"tndlvldual trees over ten Inches' (100) in catlper, grassed areas, large surface 'rock In excess of.slx feet (61) In diameter and 5011 features. _ -- wetlands Or waterbodles On the property and within one huodred.fe�' . ❑ w 7) Location of all e (1001) of the perimeter of the development activity. ❑ 8) The location^ gradeand dI mensio s Of ail present and/or proposed streets. ways and easements and any ❑ 9) Engineering cross-sections of proposed new curbs and pavements, and vision triangles measured in feet from any proposed curb cut along the street on which access Is proposed. ❑ 10) Location, height, elevation, interior and exterior deunons and ass number area fOil buildings or structures, both proposed and existing; location, floors; number and type of dwelling units; location of emergency exlts, retaining . walls, existing and proposed signs. ❑ 11) Location of all existing and proposed utilities and storage facilities Including sewer connections, septic systems and any storage tanks, noting applicable approvals if received. - 012) Proposed surface treatment of paved areas and the location and design of.drainege' — system with drainage calculations prepared by a registered civil=sr�pineec. - and ❑ 13)dimensions of parking ng stalls. divide traffic rs, bumper stoption plan, If s, required buff showing areas and dimensions Pa planting beds. owing the location, direction and Intensity of existing and ❑ la Lighting plan sh proposed external I I ght' f I xtures. ❑ location, nave, number and size of plant types. and IS) A landscaping plan showing the height of planting beds, fences, walls, steps end the locations and elevation and/or paths. ❑ 16) A location map or other drawing at appropriate scale showing the general location r to surrounding areas including. where relevant• the and relation of the property 2oming and 16nd U58 pattern Or bdjacent propertlQS, th0 CX15ting 6tfzet SYStMA In t Q area and location of nearby public facilities. ❑ 11) Location within an Historical District and any other designation as an Historically Significant o( ry. arsool4ach existing building and structure on the site which is more than fift l50) y ❑ 1r3) location of site with regard'6o 2or�es:fof�ContrIbutIon for publlc supply wells as determined In a report entitledf,.'G'r;ouiWwater an�s� Resource, September(, 1985, Barnstable, Massachusetts" prepared by SEA Ine., i, which is on file with the' Town Clerk. 1 1,;ii PIS ❑ 19) Location of site with:,regard to FFIood Arbeas. reg re of Iated by Section 3-5.1 herein. ioil ❑ Critical Environmental l Concern as 20) Location of site wn+taltn tg 'r Massachusetts, Executive office eofalEnvironmental designated by the commo Affairs. S , Telephone: 740-6227 Jepeph 0. VaLtlz �olr'Ni1SS.1oiler TOilti OF BARNS TABLE BUILDING DEPARTMENT TOWN OFFICE BUILDING HYANNIS, MASS. 02601 Rln MAN RtvitY FRocat APPLICANT /ILtf WITN TNL r TE FLAN RLYICW ADMINISTRATOR fUILDING COMMISSIONER • It REQUIRED REVIEWS TNL APPLICATIONS TO SEE TUAT ALL THE INFORMATION CONSERVATION COMMISSION IS CORRECT. IT REVIEW REQUIRED LIRt DISTRICT APPLICATION MOST SE CIRCIMTLD WATER DEPARTMENT TO THE ►OLLOWING DEPAITMQ.M POLICE DEPARTMENT 5.1. O.P.V. TOt RLYIEW, CONFEI.INCL AND REPORT g.I. (liullling Ieapaccor) O.P.V. (D.partarnt of Ptlllt Works REPORT SENT TO ADMINISTRATOR S. of N. (bard of wealth) WNO WILL CONTACT THE APPLICANT AND tEVIZW D.P.D. (Depart..nt of Planning and TMt REPORT FOR FUSTNLR ACTION D.voloPh,ant) In order to expedite the Site Plan Review process, the checklist on page 5 must ne completed . (Mark "N/A" any items you do not feel are applicable to your -,rojert . 1 Paces 4 , 6 and 7 must also be completed. Application packages found *o De if)comnlete will be returned to the applicant without site plan review. Please be aware that while it may be necessary to consult with other Town lepartments when preparing plans and materials for site plan review, this does -)ot constitute a "site plan review" . Final , formal approval of a site plan is -)Pcessary and can only be granted by the Site Plan Review Committee . i rheaapproval of a site plan does not guarantee issuance of other necessary hermits or licenses. It is the applicant 's responsibility to obtain all iecessary permits from, the appropriate agencies after the site plan review f -rocess *,has been completed. . .. • , , i .. ;.Via, '.,` '.. .. V.4-7.8 Required Procedures For S11e {21e0 Reviews 1) ACA east_six t(6) copies ;are required of:all Stte Plan sheets drawings and written=•;;lnformatlon.- Submissions sha11 be delivered :to the ,8u l l d l ng, Department. 2) Within 'five (5) 'worklnfl:xdays of :r;ecelyI ig .'e Site`_ Plan,' the Building F Commissioner or his designee she11 distrlbute •copies of the Site-Plan 'to the ',Department of P 1 e'nn i ng s'and Oeve l opm;ent, the Department of Pubs i'c;V6e--kt;and the Board Hof,Hea ah.' J • 3) Upon receipt of a Site }Plan from the Bu11ding Conrnissloner or hit designee, the agencies as `noted in Section 4-7.8 (2) shall respond in • writing, by notations on, the Site Plan, or 'both, as to the prop, Rty of the proposed development,- within the context- of each agencies' . jurisdiction. Such response shall be • made ' to the Bulldi.ng Commissioner or his designee within ten (10) working days of each agencies' receipt of the Site. Plan... 4) The Building Commissioner or his designee .may solicit the adyice of any other Town agency or department he deems necessary to properly make the determinations required by this section. 5) Site Plans shall be reviewed for consistency within zonenty n(20) working j and other applicable regulations and standards, a days of receiving a Site Plan, the . Building Commissioner or his designee, shall notify the applicant of any approval , cor4jtlonal approval or disapproval , stat Ing,reasons. 6) One ( 1 ) cc-py of the approved Site Plan shall be provided each to the applicant, the Department of Planning and Development, the.-Department of Pub l i e Works and the Board of Health., Ones 1)=ropy -the approved Site Plan shall remain in the records of the Building Department. 7) Upon completion of ail work, a letter of certification, made, upon knowledge and belief according to professional .- standards, shall be submitted to -the Building Commissioner or his designee by a, Registered Engineer or Reglstered land Surveyor, as appropriate to the work involved, that all work has been done substantially -in compliance with the approved Site Plan, except that the Building Commissioner -or his designee may certify compliance. t .e_• - , �_ __ �r•.is' __ - -- ADDRESS s 300 CUHMAQUID ST. HYANNIS _ - '�f-------- ___rr,�__w__-_-_w _ LEGAL DESCRIPTION: - ----� --_.-- •-- ----� - -_ -_,•� ASSESSOR MAPS/ 500 PARCEL# 23 1 _- _-•.._.. .-- --'"S�n=-- --- G--, s ZONING: HB .f�I^- --w--w--'= • -�+- _ � �__-------__pis - _ - 1 x : USES PROFESSIONAL OFFICE •-- --- LOT SIZES 81 .798 SO. FT. - BUILDING SIZES 7,A88 SQ. FT. NUMBER OF FLOORSs TWO BUILDING COVER: 9. 15Z OF LOT u TOTAL LOT COVERAGE: 25 % •�- - 1 I _--_..�•-- PARKING SPACES PROVIOEOS AD .. .. L GE NO EXISTING BUILDING N 0 r 1 10r• 1 =1 'sue-----�0. �.•'- �i ,___, VEGETATION TO BE REMOVED _ , I �S• EXISTING CONTOUR - - /�'• I . �► r PROPOSEDCONTOUR' PR C4 O E w•,c 1 i r t' �I° I 1••1 Y', 1: .WI. ' .1..'L.I::f: '1.1••7•'1 .I 1.1 I•7 CATCH BASIN/RIM ELEVATION its$ I �7�z41• °1T-•_. I I PROPOSED VEGETATION 911JO +c-coc.o. V \ DECIDUOUS TREES o.et enso _Bros�alstta . _.•�- tnF . �s P' 1 _ -i,•.:,+7_�_1- r• � . -- �� `^v�� EVERGREEN SHRUBS r:-e.u�s�. y ,+• a'- �^-' EVERGREEN GROUND COVER _- x" •e • •:"' SM ' ice_ �T�� �j • SEE DETAIL SHEET FOR PLANT, SIGNAGE ANO ��x-•a/\I _; ram` ?S „i .a '� t '' CONSTRUCTION J ^ 111 O DETAILS. SHEET �.� �• +-�� r;�� -•J.J � OWNER: SANDY BEACH KT f S.r. ER l �• - !M. .r• f t c . - QUESTIONS PCGAROING THIS PLAN SHOULD BE v • - - ,f DIRECTED TO .THE DEVELOPERS �� ...,•_.. CAPE TODD -1'G0W"lO`VX'ft7 A"`a' 240 AMERICA AVE. + �-• OSTERVILLE. MA C7 _ e 1 . 3� -• �� !61)) J33 22 J s s _1 S I TE PLAN yY , •J I a 1 � rc_ktVltwtU Y)_aNt.tLillNl, Zoning District B old Kinq':s' Highway District N0 or Listed gin National and/or Sta;t'e.-'Reg-is t-er of>;Njatoric-, Pl,aces , O r Perimeter set backsr Front. 411. 03 Rear 25 77 .67% Lot Coverage Tupe of Use ( zoning) Shopping Center - Allowed Use Flood Plain Zone C . - 68 . 00 Elevation Number Of Floors 1 Floor Areat Ist 11 , 383 2nd NA Other (specify) NA Parking Requirements: Required 1133 Provided 1254 Handicapped Spaces 23 Are there accessory buildings? NO Accessory Buildings Floor Area NO PLEASE PROVIDE A BRIEF, NARRATIVE DESCRIPTION OF YOUR PROPOSED PROJECT. Reconstruction of 11, 383 Square Feet existina sho in Center for use as a 402 seat Buffet style restaurant I assert that I have completed ( or caused to be completed) this page, the Site Plan Review Application and the -checklist on the back of the application and that , to the best of my knowledge , the information submitted here is true. (signature ) (date) YlZ NO Division of land is this i division ot4riy(50)-acfc3'or'n orc,of land:which was In I .I I t common owncrslilp as of 1/1/AA't Is this a division of fifteen(15) acres or mo c`of land whlch was In common ownershipas of 1/1/88 and which was the result of an arll r e c it tr subdivision within the last seven (7) years?' is this a development which proposes to divide Imid-M connlloli, 1 1 l ownership Into thirty (30) or more residential dwelling units? is this n development which proposes to divide land in cdmmoti ownership Into teat(10) or more business, office,or Industrial premises? Creation of more than 30 dwelllng units Is this a devclopniciii. inchiding the expansion of Grlslinf; (Ievelopments, that is planned to create or accommodate more than I I I I 30 dwelling units? Commercla] Construction Will the devciopment create relad or wholesale business. orrice or industrial development. private, hcakh. rccrcaelonal, or educational development with a floor area as follows: 1) New construction greater than 10.000 square (cct? O ( 1 2) Addition ur auxlllary buildings greater than 5,OW wicrcrc feel? ( 1 1 1 3) Outdoor conmicrcial space greater than 40,000 Square feet? 4) Usc eh;ingc s which have a fkvr_arcta greater thaji lo.ow square feet? O I 1 Facilities for Transportation to or from Barnstable County Will the dcvc•luimccccl cucislruct or expand fac.'lillics for transportation to or from DanLstablc Comity? I I l ) Access To The Coast Or ACroat Pond iv this development a bridge, road or driveway providing direct I ) ) I vehicular access to the coast or a greol pond? Historic Structures Will the development cle111011sh or substantially tiller an Ilistoric I I t structure listed with (lic National or Massacl,iisells Register of Historic Places, outside a nii1nicipal htsloric district or owslde the Old Kings flighway llislorlc District? (Note: ttcpalrs. upgrades, changes, 111cra(lons or extensions to n single famlly honk arc exempt from ComnUsslon review unless the i,)roi)oscd repair, tipg'rade. change. ;cllcrclioci, or extension is greater than 25% of lilt (lour area of oic `. . exlsling`dwclllni;.) NUTTER,McCLENNEN &FISH ROUTE 28-1185 FALMOUTH ROAD P.O.BOX 1630 HYANNIS,MASSACHUSETTS 02601 TELEPHONE:508 790-5400 FACSIMILE:508 771-8079 DIRECT DIAL NUMBER (508) 790-5407 November 14, 1994 HAND DELIVERED Ralph Crossen, Building Commissioner Town of Barnstable Barnstable Town Hall 367 Main Street Hyannis, MA 02601 Re: Estate of James Campbell - Application for Site,Plan Review Dear Mr. Crossen: In accordance with out prior discussions, I enclose herewith a Site Plan Review application which we have completed with reference to the proposed lease by the Estate of James Campbell of an 11,385 square foot restaurant within existing vacant shopping center space at Festival at Hyannis. In accordance with your prior correspondence responding to our informal site plan presentation, we have prepared and filed an application for jurisdictional determination, or in the alternative, exemption pursuant to §12K of the cape Cod Commission Act. I enclose a copy of our filing for your information and review. Accordingly, I would request that the Site Plan application be accepted and disseminated in accordance with standard site plan procedures, with the understanding that all local permitting is temporarily suspended pending our obtaining determinations from the Cape Cod Commission on these issues. We will, of course, schedule a formal site plan review meeting upon completion of the Cape Cod Commission review. r . Thank you for your courtesy and assistance on this matter. Very truly yours, 0-6 Patrick M. Butle PMB/pjc Enclosure 84571 t f TOWN OF BARNSTABLE SITE PLAN REVIEW DATE: November 21, 1994 O: Tom McKean FROM: Carol Ann Ritchie, Site Plan Review Coordinator RE: Site Plan Review 53-94 Festival at Hyannis, 1070 Route 132, 294/5 Rehab (Walgreens)to a 402 seat buffet style restaurant Please submit this form, with any comments or additional requirements you may have regarding the above ferenced application, to the Building Commissioner's office by November 30, 1994 I have the following/attached comments/requirements regarding this application for Site Plan Review . I do not have any comments/requirements regarding this application for Site Plan Review at this time. W,40--0, (Signature) PS: CCC Jurisdictional Determination on file in this office,for your convenience. (0 lga)5 qq�Stl on feat? J � l� �ia.e neec�le� p '�"r a 4 0a, �a�- r� .ureo^� Floor- ?I.ato-s f12eGY C'-J 1-J 1� -LL SQI�-���►� SQlac� wars (� ��� I . K� re5 a� nee � 2� 5 ,5 �a+ �o�� swk ' Prp I t d Salad / esa o� ?es 105 CM2 -G790. 6321 S > r' NOT ....... Ali_� p ' THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH .......Town.................OF............Barnstable ApplirFatiou for Uhipoii al Works Tomitrurtiou ranfit RApplication is hereby made for a Permit to Construct ( X) or Repair ( ) an Individual Sewage Disposal . p Corp. Assessor's Map 294, Lots 1HY3, 1HY4, 1HY5 CMANE Ltd. Partnership, Boston #1, Retail Dev. 1H Map 295, Lots 19H¢1, 19HO2 System at: , -Hyannis,--- -• ----- Route.. . . ssesBl�t�,...SS�3..-----•---------------------------•------------ .. _. �ppYlCantLocation-Address or Lot No. Estate of Henry C_ _Murphy c/o H.L. Murphy? _Jr, c/o Trammell Crown Company, 1 Main St Cambridge ......................-• -- / w er Address RA --••-•- -----•--- -••------ --------•------------ Install er Address Type of Building Size Lot.l_,182z959+ Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Otherx-Type of Building Retail•_Qtr_,__ No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures ................................ Design Flow...5gps1/1Q0sf.................gallons - Total daily flow.......10 176 ....................gallons. 1:4 Septic Tank—Liquid capacity.16,.Q%Qllons Length 30'_10"__ Width 11'0"____ Diameter................ Depth................ Disposal 4,Whs No...h................ Width.....8.'........... Total Length.....7.04.'....... Total leaching area_10,.2.78-----sq. ft. Seepage PRX. ------------------ Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( X) Dosing tank ( ) aPercolation Test Results Performed by.-Michael...Doxx 2varL,...A..U..Wi.ls9n._A5sUCte....9.729-89___________________ a Test Pit No. 1---2..........minutes per inch Depth of Test Pit.....13.._........ Depth to ground water.-None-_Encountered Test Pit No. 2....2..........minutes per inch Depth of Test Pit.----12'......... Depth to ground water..None___Encountered . a ............................................................................................................................................................ O Description of Soil........7QP,%Qi.]...f_rD 1..0..S.Q..3'm._Cr_aveliv...s.aad...?lth...e9bl�les-_-1'__to___8'-__coarse _sand v .........................................5-1-• u...13_1•---•-•-••-••-•••-•••---------------•-•--•-----•••--------------------•----••......--------•--............................................ --------------------------"---------------..._..------------------------------.......-------------••-------------------------......---------•----------------------------------••- . VISE V Nature of Repairs or Alterations—Answer when applicable......DESIGNING ENGINEER MUST SUPER ---------------------------------•------------•---------------------------------------....................... AND CERTIFY-IN-WRMNG--------- •TfIE'S�YpSTElllf liT®AS�1NpS�TA-L"I:EG-IN--ST -------- Agreement:The undersigned agrees to install the aforedescribed IndAC ua'SewageEDiissposal System in accordance with the rovisi is of'T .a-. p of the State Sanitary Code— he under ' ned furti:er agrees not to place the system in op ntil a�catempliance has be by th b r t h lth.Signed---- ....... ..----- -----•-------------------- 6/ �/ -- ate Application Approved By.... .". s Date Application Disapproved for the following reasons----------------•-•---------••-------•-------------------------•--------------------------.......•-----.....----- Date 2 PermitNo...- ............................................ Issued....................................................... Date No`�__�l Firm.._...2...................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ------.....Town....................OF............Barnstable .........................----....................................... Apptira#ion for Uhipog al Workii Tonti rurtion Vvrrmit Application is hereby made for a Permit to Construct ( X) or Repair ( ) an Individual Sewage Disposal System at: Route 132, Hyannis, MA Assessor's Map 294, Lots 1HY3, 1HY4, 1HY5, 1H01 CMANE Ltd. Partnership, Boston #I, Retail Dev. Corp.// Map 295, Lots 19H�1, 19HO2 AppIieant LocatAddress or Lot No. 1999 , l0 EstaP-e---af._Renr_y---L..I/ 1 rphy...c,Ln_.Ii_L....Lturgh_y_..Jx-. -cja-.T_r-amme11...Crow ...Cc�.•--L--N3aa.a._St_.._Caiz►bridge, MA J,O}yner Address W r.l.._.......... ��CT Installer Address Type of Building Size Lot.__l.„182,_959f_Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other-X Type of Building &P-ta.il...Ct-r - No. of persons____________________________ Showers ( ) — Cafeteria ( ) Pa Other fixtures ------------------------------------ W Design Flow...5.9Pd11_QQsf.................gallons Total daily flow.........1Q,.1.7.6.....................gallons. 1:4 Septic Tank—Liquid*capacit4.6.QQQgallons Length3S?_'__101.' __ Widthl_]'0'_'____ Diameter________________ Depth................ DispostlaTfffl—No. 6______________ Width.......$._.......... Total Length----ZQ4.'____.__ Total leaching area.].Q_,_11.6-----sq. ft. Seepage Pit No_____________________ Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Asso tes aPercolation Test Results Performed by._Michael-Michael. fAafe___. 9_-29=89________________. Test Pit No. 1...... --------minutes per inch Depth of Test Pit....13'__--_____ Depth to ground waterNone--_Encountered L=, Test Pit No. 2...... ________minutes per inch Depth of Test Pit----- 2..________ Depth to ground waterNone_-Encountered P4 •-••--•----••--.......-•-••-------•••--•----••••-••--•-•....••------......•-•--------------••••-----......................................................... 0 Description of Soil Topsoil from_0--to-_3'----Gravelly---sand-_with__cobbleS--_1_'to_-_8'-_•-••Coarse__Sand ........................................................................................................................................................................................................ W -------------------------------- -----•----•------•---••--------•--•-•-•--•••---•---•-------•-•--•-•---•••••-------------------------••••••••-------••--•••--------•----- U Nature of Repairs or Alterations—Answer when applicable......pEe ��ICz_ENG)NEER•MUST SUPER' --------•--------------------------------------------------•------------•......................................INST-AdJMQN_AND CERTIIrY IN y T1Na Agreement: THE SYSTEM V•1�0AS �f NpS�TALLED"IN"STRICT------- The undersigned agrees to install the aforedescribed Indi1A�aQ9 �is9osal System in accordance with f1T!-1Y�+ the prov its of :1.; 5 of the State Sanitary Code— he undersId ed further agrees not to place the system in o I f nth a e fi tp o�mpliance has bee e y the h hh, Signed................. ......- -••.... -----••--•-- .....-•-----••------•- Z I Date Application Approved B s= -=-',f;,:__....---------------------------•--------- ....._._. �r -------- Date Application Disapproved for the following reasons:................................................................................................................ -----------------------------•--•----•--....----•------•------....---•--.....-••------......-•_----••--•--••--••--•--•-•-•--------•-•••-•-----•--••----•••••-•--••--•----••---••••------•••-•----- Permit No.----- ..............s /-------•--•---. Issued............. .........-•- ..... Date Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........r,.. ;..........OF............ `}' �<%isl5:. rg.y •c:............................. (9rdifirFate of Tomph anre ' THIS IS TO/`0,ERTIF-Y Tat the Individual Sewage Disposal System constructed ( ) or Repaired y -----------------•••-•-. ---------..._...-------------.--._....-------------------------•---•........__...----------------------------...--•-•---•-------•-•-- Installer has been installed in accordance with the provisions of TITIE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No..........n{.____:�> j__l___ dated-----------. 1 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector................................................... THE COMMONWEALTH OF MASS��IACC,HUSETTS BOARD OFDNSTAPERVISE L-UN CERTIFY N NAND GINEER MUST UWRITING .I................OF....v::,:..: ..T E..S_Y.ST.EM..WASANSTALLED IN STRICT - No_::�.. ....:.�CAI t ACCORDANCE TO PLAN. FEE........................ �i��oo�t1 ork� �on��rion fermi# Permission is hereby granted.......... t t ,} -----------•-•----------------•-----•••-•-•___-•-••••-- to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at No..--. ------- 12-Z-y.... �� �.n!_1�11 /�� ---------------------------------------------------- Street Street as shown on the application for Disposal Works Construction Permit No.. �1._,t_ Dated_.__,:_ , ••-•-----•-•--•---- �r , ......................... Board of Health— DATE. ......................................................... FORM 1255 HOBBS & WARREN, INC., PUBLISHERS 74 No..................../ Fim.............................. THE COMMONWEAPLTH OF MASSACHUSETTS BOAR®�g F !-IEAL _ ..... d��...---.....OF...... �---------------------------- Allp iration for Uhipaii al Works Tonitrnr#ioat ramit Application is hereby made for a Permit to Construct (10 or Repair ( ) an Individual Sewage Disposal System at: nit ACM d --------------------------------------------- Location-A ress o Lot Noj .............................. Owner Address �q,/j W :....... "._.c+/-•----•----------------------------------------• --..--.-..--------------.-----•---------•- ---..-----..-..--.-.---•---------..-----..- Installer Address d Type of Building Size Lot.s---jz....y.............Sq. feet Dwelling—No. of Bedroo s..........................................Expansion Attic ( ) Garbage Grinder ( ) 04 Other—Type of Building�Q,S�!'�`a.`1.�_.. No. of persons.... 1_.19............ Showers ( ) — Cafeteria a Other fixtures ------------------------------ --••••--••- y:(W Design Flow.........>�.,�.........................gallons per�per day. Total daily eflow-:____... .. ...3.....0-----._._..._..._._gallons.� WSeptic Tank 6—�i uid capacity..7.r��'.®.gallons Length-_-_7®.:.. Width..fV...... Diameter- --_---__-___ Depth_..A x Disposal i—No. ........... Width..q-4........... Total Length____.rtAt, . Total leaching area..` Jsq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box (� Dosing tank ( "" Percolation Test Results Performed by_____.��!ry_._ +'✓.G.4.'�'L......................... Date___..�� _7.�_... Test Pit No. L 7..�!=..minutes per inch Depth of Test Pit_____Lig........ Depth to ground water-------_'�L'....... Test Pit No. 2................minutes per inch Depth of Test Pi .. De th x . . � cy togr n d water....... ' ..........................fi...r....a.... efa. 0X j W; 4n4T. _�escr tion of SoiL.. _ . � oh :v� ----1 --- • -----h�}� ! � 3 SQy /o � --- ... .. . .C.........ca- . r ..... _ � ... U Nature of Repairs or Alterations—Answer when applicable__.......................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage isposal S ste in accordance with the-provisions of iI _5_of-the;State Sanitary Code.— The.undersigned fur er agrees n place system in operation until a Certificate of Compliance has been issued 1,y the boar ea Date Application Approved By-- = � 1 ------JX y ... ,Date Application Disapproved for the following reasons-----------------------••----•--------------•-----------------•--------------------------------••-----••--•-•- ----...--••---•------------------•--------....._....---------...-•-------------...------•--•-••--•--------•----••••-••--•-••---•--•--•--•••-----•••......••----•-------•••...--•-----••••-----••------- Date Permit No......................................................... Issued----- %�' Date No. ..........._../.. Fimi3 ................ • THE COMMONWEALTH OF MASSACHUSETTS BOARD F AL ' .._..... 0 ....---.....OF...... f . :...---------------•••••........ Appliration for Disposal Workii Tonutrurtion Prrutit Application is hereby made for a Permit to Construct (VI or Repair ( ) an Individual Sewage Disposal System at: � ---••-•..... ---- -•------•..................................•-- Location-A Tess o Lot No. f u e :. .!r... � ..--••------------------------ ............... -� Owner Address Installer Address UType of Building Size Lot.S1,t b-Y-_�...........Sq. feet Dwel°ling—No. of Bedroo s... .............. .......................Expansion Attic ( ) Garbage Grinder ( ) `4 Other—T e of Buildin ko?5. YQ No. of ersons___. a YP g =-- ----•-------- --•----- P •!-- ..-�.--------•-- Showers ( — Cafeteria Other,fixtures --------------- -•--------------- ...------•--••-•••-•==-----•------------------••---••-•--•---••••...........--•-••••................ W Design Flow.........;.;.........................gallons per day. Total daily flow--------'�111.9....................gallons... WSeptic Tank-�iguid capacity-7 .gallons Lfngth._74._.. Width..7�.0.-_- Dom.........._. Depth...10.47 x Disposal �i !-'No. .....3........... Width--1n........... Total Length-----Wt-g--- Total leaching area__�.4sl*)'Ysq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area.......:..........sq. ft. Z Other Distribution box (Lo< ;;_:_. Dosing tank aPercolation Test Results Performed by......kit,...Fe rk- .o�! ......................... .Date..... + a Test Pit No. 1:_ '_. __minutes per inch Depth of Test Pit.____/:. .___.._. Depth to ground water.._._..''"!...___. Test Pit No 2................nunut s er inch Depth of Test Pi ! �.__._ De t to grgtznd water ! ........ aj == ._ ............... ... Description of Soil ��fjl'/v►✓ �Yewe_ ": � _ �Gt� W __ A j ...... f.&�✓ .r-0-.e ,I�fy let - -» / 4� ©,r✓ �a�✓C. 8a e'5 __ cc,�c yy--- rr ter l�3 ... t� W J C r..._sa r ......... .r_ x�_ ------. ............................................................ ,�.. U Nature of Repairs or Alterations-Answer when applicable ""'... .............................................. .................................. ----------------------------------------------------------------------------------------------------•-------------------------------------------...-----........................................ Agreement The undersigned agrees to install the aforedescribed Individual Sewage Disposal S�steIX in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned further-agrees not`t place system in operation until a Certificate of Compliance'has been issued the"boar alth. -- - sig a _` --•- j F - Dtc — - Application Approved BY----'�� .� ---���� -T... ..._..---._ ,� -� .7-�.---- -�` ! Date Application Disapproved for the following reasons:................................................................................................................ ---------------------------•--------......------------------.............-----------------••--------------•-••--•-••-•--•-•-----•-•------•-----•--•--•----•••-------•••..------....-•-•---•---...•..--- Date .x PermitNo......................................................... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS ' BOARD OF HEALTH .:.....OF....... �t `....................... CIrrtifirate of TompliFanrr THIS IS TO CERTIFY, That the Individual Sewage;Disposal System constructed ( or Repaired ( ) by........ ••.... ...............................................................•---•-- -- - - - - --- -- ------ � � � I alter , at__.e... ,rLt.�•a �F. t,:�' Nl�aw ..1 S_A...:_ Zt-y/3!lr ....................................------ has been installed accordance with the provisions of T _Py�E j of T e State Sanitary Code as described m the application for Disposal Works Construction Permit Noti::�.�y` ..--1 f y.............. dated-_../.2-""--_"J,fQ:------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM'VlIILL FUNCTION SATISFACTORY. DATE................•••---•-•----..........:.......---------.........--••••--•••-•-• Inspector..................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 7� rj � No.................... ,,: FEE.. ............. -= t��o��t1 ork�,N�aln�trirrn �ernttt Permissionis ereby gr ted.....-----•------•--••••••-•.......••... ---••-. -•----•-----•--••••-••••••••••-----------------••-••_..... *.................. to Const t ( epair an dividual Sewage spos System at No..... "' ' Street ••� � as shown on the application for Disposal Works Construction Per •'t No. '_.� __ Dated.. , .=._�`_-? ............. ................._ Board of Health; DATE--- 'r ! lfi / $ FORM 1258 HOBBS & WARREN. INC.. PUBLISHERS s - 1 7V P VWWM-2 4 i_% ��Zx4, ty 6 t ,, � "w ,"' , v."n,- , ' -,71' ir -1-A. vo J� 'Z y A�41 itj_ V 4" J� z 0� A� N f 31" V� A', ;,P5 A V� v N9 -:C W�i 'e A 7 t,z;�. 4 �A- 7- -J, c __3 -1 t le, "dr, r MAP�" L _2 0 01 p 0 68 /77�7 7., (6 7.7)' ELEC., EASEMENT ........................ W r7 8, P Vc--s=.of) -SMHZ RI im '6 INV 0 C. 0.904' SMH3 ( 67 .1- s W c RIM=67.4' -+ epvc GA 'TRAP 3 INV`59.74 HYD -L TEAiE 1 8 TRENCH -(TY:),) IM=66.5- (67.9) C s EARF 'INV 69.80 TRAP 2 0 (12" 1 NV :67PVC 0 RIM=87.0f 602 SMH 4 INV=60.0 -61.0\' f (67.3) INV� +4' Pvc CB 29 C-8.31 =661-5 LL_ 5 RIM=66.5 INV= 59.15 RIM 66.0 FPSEM S, SMH-6- 67.6) INV=61.5 W INV=61.0 C8 28 C. 8.32 1-60 TRENCH �6 P\j 20 ELEC RIM=66.0 C, RIM=66,?5 RIM -- 67�3k 12"INV=60 (T YP) C14 (66.5) SMH I NV.=6 1.0 EB , INV=61.0 . .NV'�= 60.19 s -SMI C.B. 30 1 1 CURIM 67,0 T.P 2 1�4 RIM=67,3:k IM= 0 1 V 61.22 RIM=66.5 66� 2" INV= MIN. INV=61�00 �60.27' -INV 61.5 INV=61.0 0 > (67. 65) HYD (67.4) 0-,/ ' �-66' TRENCH(TYP IOW GAL GREASE TRAP I '10 SLAB'= 68.00(TYP) RIM=67.Oz V) 6 INV=61.40 7,7W 0 6 4"PVC Lr) 0 -ANV=61.50 LL.\4'Pr W LL_ cr_ _j L < 0 n / . 0 Z S < 0 T P 3 M 0 LLJ 1- 0 0 cr W ( 67.5) (67.65) C\T w - (C) z (67.4) 0 0) W cc� (67.33Y' z 7 3) SMH 7 w (671) (67.5) 6 RIM W < 6. j,67.3* I (67.3) 1 =61. INV 58.16 , 7.25 (6 . 3) 3) 610 3) (67 TP8 ERRIM =,66.3 McIO'X6 ' V PIT (67.2) '6 �INV= t3/ (67. 6 v 10'X6 '0 PIT W/4' STN. J A pt W/41 STN. 6 (66 INV= 60.9 .65) T C.B. 12 C.B. 17 T. . I RIM=66,0 RIM = 66.0 INV.=61.0 CB fo W [NV.=61,0 �6 (66.5) R 8�.�)R IM=66.0 4 6aO NCH (67.65) INV=61.0 W� S 0 RIM=.66.5 u- 145 TRENCH (TYP) (D (66 INV=GI.5 ' T Yp% (66.3 (66.5) .0 0; 1 1 . 1 6 I IN _x A z '8, 18 60.5 (6 .3) INVERT:;60.4 w C. w INV.=6 2.0 Lo RIM= 67.0 (A 7.,4�\ r*--- I if ' 00 CB 49 > SMHIO a- _j RIM=66.0 w RIM =67.3 CS 48 4- PVC /TP 12 (67.5) -0 INV=62.00 INV=610 c\j RIM-66.0 CB50 I . I N ; I �o I c\I CB 51 It 45' TRENI� (67.5) &LB. 35 c\j (67.5) RIM=66.0 RIM=66.0 (Typ) LL. /(67.4) INV=61.0, INV=61.0 RIM- 66.3 ( 67.0) U) w I - I � (66-3) (66.3) In I NV=611.3 (66.5) T.P 13 12"IINV.=61.10- J 66 < -C.B. 13 C.Bj 6 CB 46 RIM=66.0 WIS / TP5 RIM= 66.0 P,? . _;�< 64 LLJ I_N V. 6 1.0 ���Ij TSMH:8 ry C. B.47 6 RIM=67.0*�, 6'D1A-j6 .DE.EP. LLJ RIM = 66,0 w INV=.57.18 . PiT W/2f C.B. 19 ce (66.3) . NV. = 6 1.0 98TRENCH S (TY"P) R �6 'X6'20'-PIT R M.=66.5'_ Im 61.0 (66.3) (67 5) . 0) >.� TN. to RIM =66.0 if for 12!"PERFORATE INV*, =60.9 Cs 9 4 _I W/4' S I V=61!5 ' 0 INV.= 61.0 12 INV=60.0/TP 10 Z5'1 > -C.OBRAGATED NOTE: FIRETDISTRIcA_/1NE T_P_ U RIM=665.0/ 0 z ALLj3hN4c*A,(66 5) W. 0 __ __ I - TAKE N FROM BARNSTABLE PI PE (TYP) SMH 12 66 LL_ INV=( w o- ASSESSORS MAPS. Tpq RIM-67.3 0- v=6LOO .0 (66.5) (_6 7.0) _�(66.5) > %J > 6 (L LO 44 CL (66.8) S C.S. 14 C.B. 15 RIM=66.0 00 RIM=66.0 RIM= 66. (67.-65) INV=61.0 N 1,`-6 1.0 (67.4) INV.=61.0 5' TRENCH (TYP) , INV-=6L. �67.16 5) P) .3) (67. Ic 5) 68 > a- < 12" INV=60.4 (6 7.ZJL, (677) 9733) R S IC SYSTEM DETAIL 67.6) EE S EET 2 OF 2 4 VENT-7 1. (67.5) (67.5) S (66.5) (67.7) (,k74) 0 R 66.0 , CS 7 Wiff-= 66.0 _8j V= 61.0 6 1.0 C) z w W . w T 12- INVEI-?V1r'50_.4 W., LLJ p 0 < > > >1 1> 17 0 I > WT4 X w \j A ir_ I (67.1) u w w wi w RIM=66_5� V) co w T.P 4 HYD 4' (6 7 6' Pvc S= .007- w w WX 6' O .P I T W/ -0 S '_ INV=56.20 Iwl w, 4 STN PVC 0 INV=5702-e SMH13 W (67.33 4' RIM=E;7. INV=61.0 I I INV=5!a45 67.A4 JJ U u _j im -BOX. LL D-BOX,, QD INV 59.8.1. < SMR 14 681 16�000 GAL. p RIM=67. F_ SEPTIC TANK7 CHA ER INVF 58.34 (67.33) 75' TRENCH (TYP), 4'X6 .0 PIT C Ld -0 W/2 STN. =6664 L,,I 04 33) 1 SMH 15 , 8 (6 7. V 61.4 , cr 't 61.9 -- 4 C.B. 39 12 INV.= 60 RIM=67�j PVC RIM= 6-6.0 .5 . INV 0 INV=5787 81pvc s 21 1 67.5) 0 INV.z 6 1.0 1 Im - 0 S-0 INV 2 PVC (6733) CON 1;1ROp CO�Zcoron� 70 1'ON (6730) 8 'v6' O� PIT W/ 3 ' STN. C (6 7.3 3) C B-24" (67.5) .WM=6 6.7 INV=606 I N V.=61.7 6 ! 9( PIT fx I XN, to (67.33) 60 P I T- W1 3.' S TN. -W/Z' STN.-j (67 8Y w HYD C.B.2 W67.,") RIM 66 .5 INVt6 6 INV=60.5 I V=61.5 �.RIM 6 .5 (67.5) (67.3)- . (67.3 61.5 6X6 T-,P "r, c PIT' B. 3 �IN b RIM - 66 5 A W/4 ,S TN. RI C4 IN 61. W 'ZO p w SUMMARY (68.0) 27.157 AC. Af � 2031518 S.F 6',X 6' o P1 W/2S TN. W 'BUILDING AREA 66 FLOW W_ 4 TITLE 5 DRY GOODS W 0 c 1,A.GEND -BUILDING COVERAGE ' 6 17.2 % -7 EXISTING CONTOUR 60- - - ''..-PAVEMENT AREA 14.931. , AC RIM=66. NV 1-N PROPOSED CONTOUR -WATER LINE -W -B PAVEMENT COVERAGE 54.9 =66.5 (6 0) RIM SANITARY SEWER S V =61. S "MN CB A, PL 6 NOTES W 'SH -OWING 4, BUILDING LAYOLIT�FROM A PLAN BY WATKINS, CARTER,- " .11AAM tLTON�:A CliftECIS.,DATED JAN. 3, 1989; SCALE 1*-50' � S -ER , 11NE. LA Y' ouT ,, :,. EWER & VAT Ul 12-01'N S TO HAVE A FINISH FLOOR ELEV. OF 68.00 w F R w USING 5 G.P.D./160 SJ:. CAL c GO 0_D,S_ STORE W , d PROPOSEO MALL' . 11TLE: 5 DRY -SITE LOCATEDAWA, OWN, OF BARNSTABLE GROUNDWATER , `TRICT; �,PROTECTION: DIS IN -HYAN NIS,-, MAS . ....... RENCH R REQWRE INCREASEDR SE T,IC,,TANk`6'PtjMPCHAMBE EI'NPORCEMENT OR ECAUS-E-' jitm OF:18URY;�CONStJLT' .WITH TANK MANUFACTURER ' ,"'- (Typ) 7 CB 43 , li"INV` RIM=63.5- LOCAT'JQN,��Of`;`Ea`C�RI`C EASEMENT 8UBJE "APPROVAL' C T_TO W z C842 �BY�, LECTkIb`,tOM0AW., M-ELLt"CRO -, .c 0 4 TRAM A -11 E,. ROVIPED,�MSITE_ INV -p IT co ccr 7: -8y 4 - _71,,�� RENCH L 'ACHINIG� W�4 STN. 4 TO TYPiCAL .T V� "s, "j_Y 'Art, y, ED`_,, UP. REC Elp. IT C AL DETAI-LS 'R E fdR' T"b-F--�ARb PUR ..... h vu- z, J D- s, _7�t st- 7 t "S 1 w MA' t N ASS 0 C; W IN TS t :MTa- iip ,Z t _ _ 7 I 7r fM 0 1 V _27 j AI6 _4 4!,7 47 '4� `2, 7, i4W 6"A -, __, , P g,J� a-4 C:,r, T� t A:S �4. -v, wl in �41 �_g N'i 6 V '4 _T, 7 N _NP g -9 4 2 X Ar A tid P - -, - -i - . -1 --- - , 4 x ya, W, V n WZt�!_ "4w ki Nvx;-Vizirg,�qs 4- _5 �'jt A �-q-, , mi, _ , , , :��� - to,���,; ,, r .- `� i""� _1-_*'�M:Z1_1K,_`11 "'i R", A',- 4_c Pi j 17- A M 44 m 5 u F 1--k % X A W, o g grov n�,-_xi; v ;iNb -J� -_g- _qv m A N 7 9 M` :'3 W 7m, A , & ®- .0 - of Ef w Av & "A; "M nf,7; cg ji� vNj �b-,, 'A n, ie- , ,- �_ ,h 7 5 w"? v, y, zi, 0, 4� iw, -_"A r Y- F� 4_� gr 3 & 0 P 5 ? K 71, 01 0. 'A r 2, w, g :rt __%1'g I_OiAi F--t, -NV,2R-e� T!4n� % Fir yq:$ n o ir R, f4 -I -,I'�,f_!,� Ig"e, W z, -, 7 r y ,71 Q �,j x 17- - g. e qp , ._- "i i 2, X YK se mw x POLE MOUNTED INV.63.3 TRANSFORMER W �--�J O H W CB 30 _. PROPOSED UTILITIES LEGEND F&G=66.3 --s- SANITARY SEWER SDR 26 INV.61.0 SMH • SANITARY SEWER MANHOLE D STORMDRAIN 10 D] DMH® STORMDRAIN MANHOLE .- --- F.E. FLARED END 2' W t ® CB CATCH BASIN 8 W RD � ROOF DRAIN 0- STORMDRAIN LEACHING PIT - J RETAIL 1 ----- STORMDRAIN LEACHING TRENCH 8 SCB SHALLOW CATCH BASIN INV. 63.3 ✓� OHW -¢° T ° OHW - OHW ¢ 125' INS ------- -� �1 Oyh, -------------- G 70' o-G W G C900 . -PVC W 12 G W W 33 ao iv I CB 29 L 1 F& G=62.5 INV. = 57.5 i W/ BEEHIVE F&G A2 3 B/03 N does WELL 2 Q, iINV. 570 INV60.0` , CF i- !� o 0 \` o 1NV.60.0 � \ Fip r i DD o� 0,y INV 58.0 i q ANCHOR A 9�F ROOF DRAIN DOWN SPOUTS 'rs c 20' ON CENTER SEE DETAIL SHEET 5 OF 5 �B- 6 RETAIL 2 B- iAJ y �G J w WATER LINE INV.=62.8 .�.- ANCHOR B 'Q GATE VALVE B105 SMH 8 RIM=6s.9 INV.=62.0 INV=63.00 ° ° _ FIRE HYDRANT BS OWELL� I �p c�W L----------�-1�0 r.P 4 INV=62.3(8 INV .=62.3(8) ----------- -- Q ---------- J ' ---- INV.=63.0 --{ � BOLLARDS 0PIV POST INDICATOR VALVE (BUILDING MOUNTED) Q - I.J>cnN � / (TYP) i a"'o I a.' 6"P4C S=0.02 �p \ ',� G GAS LINE (BY OTHERS) , _(D � _� q J. J • , S -S _SM_G GAS METER (BY OTHERS) i, 8" PVC S = 0.004 �- SMH9 RIM=66.9 8" PVC S=0.004 \ \ R MH= 67.0 „ INV .=62.5(6 ) ,�� of 8"GATE VALVE(TYP) INV=61.5(6") INV.=6i.3(8") W \ INV.=62.3(8")' i10 W W W ---- UGC---- UNDERGROUND CONDUIT (2-4"ELEC., 1-4"TEL.,1-2"CABLE) \ oHw OVERHEAD WIRE (BY OTHERS) �Q 8"HYD. ---- ---_ SERVICE r UNDERGROUND TELEPHONE P `�`'TF2AN5FORMER PZiBi� BOL�L�iR[1S � ° a. , 0 PULL BOX -O UTILITY POLE c 49 -� CBCB 4g EXISTING UTILITIES LEGEND -- -w--- - WATER MAIN -.--OHW--- OVERHEAD WIRE --c - GAS LINE e UTILITY POLE CB 31 F8,G=66.2 INV. = 61_2 CB 9 F&G=65.5 INV. = 60.5 ti 17 N - -- -- [CB,2I =65.8 60.8 B FaG=65.8 F& G=65.8 INV. = 60.8 NV, 60.6 CB 33 F & G = 65.8 INV. = 60.8 I PIV 8„ W PVC (TYP) CB 46 CB 45 CB 44 CB 43 F&G=65.8 F&G=65.8 F&G=65.8 F5G=65.8 I I © o INV.=60.8 INV.=60.8 INV. =60.8 INV.=60.8 2 W m = INV. 1. ( +3-4 L� INV. 60.6 G � (, I I INV60.7 a• ` �� EOM ( C8 41 i� _ O I �� F8 G=66.4 _ o INV. �1 I INV_=61.7 N n -I D U INV.63.1 a cn i INV.607 CB LU F & G2 65.8 INV.=60.8°� ( RETAIL 3 RD o J Q, ' I �'----T----- -UGC-----U - B/04 INV.= 6 3.25 -, > a �W�LL I 6' PVC S=0.02 CB 28 =� F&G=66.5 INV. -_ 61.5 W/BEEHIVE F&G 1 N I 3 SMH 13 � I I FIM=67.1 INV. 61.4 s. I 1NV.=62.4 o I ' T • I I I � © I INV.63.2 CB 35 CB 36 CB 37 CB 38 INV. 60.7 , 6"PVC F&G=65. F&G=65.8 FSG 65.8 F & G 65.8 S ItvV.-63 00 INV.=60.8 INV.=60.8 INV. =60.8 INV. 60.8 70' S=0.02 rF 40 0 MINI -ANCHOR C R� , N_ G=66.4iNV.60.6 L-I _=61.7 I INV.60.7 CB 39 INV.61.5 I L INV.60.7 SMH 10 I F&G=65.8 I INV i w. I IIV V.-V V.J RIM=66.0 � �- INV.=60.4 "' I _.. oo ll j Lf _ _. INV.60.3 INV.59.7 ROOF DRAIN INV. =60.6 RD o I o i_ UGC f RETAIL 7 � cB to c6 I I I F8G=64.8 ( E-&G=64.8 INV.=59.8 _ I INV.=59 8 ROOF DRAIN JG ` co �. INV.=60.6 N aI! I SEWER 0 3 co o � ( I INV. =62.o I RETAIL 4 / _ D RD 6A > / / ' •--•-•--• /�� ' C S S`------- -- -- •----• - -------- -- - -------- -W C B 13 Q --------- - -------- -Q -------- - f V a 2 I CB 14 I 6"PVC INV.63.2 CB 12 I 0, 7 S INV =63 00 h\1,000 GAL. / 6 W �02 IRRIGATION SLEEVING(TYP.) F& G =66.5 F& G= 66.5 o N S=0.02 sE: / CB 8 F&G=65.5 �•� 0 GREASE TRAP 4" PVC INV.=61.7 INV.=61.7 p F&G=65.8 INV. =60.5 G = �2 Q, INV.=65.0 (IN) INV =62,8 0 ,� I U i �T, INV. =64.8 (OUT) o ` / I I ~ t I INV.60.2 � i INV.6L5 INV. I G SMH 11 L CLEAN OUT(TYP) N o INV.60.2 RIM=67.2 -•- - I .7 _ M INV.=59.9(6) -r ---- lJ �J II CLASSY - INV.=59.7(8") I INV=65.1 F&G = 65.7 A CB 56 -----.� � I EDGE OF CANOPY INV=62 0 F&G--62.5 i Revisions. - DATE DESCRIPTION 7/ 13/89 ISSUED FOR BIDDING PURPOSES. NOT FOR CONSTRUCTION. SEE NOTE 1, SHEET 5. 8/16/89 PARKING AISLES, RADIUS TO 26' ® 8/22/89 ISSUED FOR CONSTRUCTION Project Title- F-E. T I VA L AT HYANNIS .SITE PLANS Prepared For. TRAMMELL CROW CO. ONE MAIN STREET CAMBRIDGE, MA. 02142 • Dayfor Consulting Group Inc. Suite 216 World Trade Center Boston/MA 02210 617 439 5525 Drawing Title: DRAINAGE AND UTILITY PLAN Scale: 1 "= 40' 0 10 20 30 40 60 80 100 FEET Date JUNE 23, 1989 Design RSH,MRN,MPC,RDA Check RDA,RFD Drawn RVE Job No 1.0398.0 INV. =58.5 /0 JOG I F.E.A\ ( �� /� p O SCB 6 / INV =62.5 �� SMH 13A o I pVtr+ GF MRS / SC82 F&G=65.5 / ��� O RIM =67.1 o S INV=61.9 J ' © c rya�gcy / INV-61.8 N; �� INV. =57.50 VENT o F F8,G=63.4 - n � 95 INV.=60.4 yo ����� N /� TAPPING IRRIGATION SLEEVING(TYP)-� �u, �� INV.=59.0 SLEEVE & _ ELEC. LEACHING GALLERY 6 PVC S=0.02 ' % _ INV.58.0 PULL BOX TYPICAL) CB 18 CB 17 'CB G CB 15 I I �o IJAY"LOP -, ��e FaG-65.7 F&G=65.7 F&G=65.7 F&.=607 V VALVE / �.' (TYP) �R1M=66,, g' ( SMH 12 B102 RD No 237�t � �, � / GCS � INV.=60.7 INV.=60.7 INV.=60.7 INV.=60.7 RIM-67.1 w 0 4' I - OBS P G • - G � DIST IBUTION BOXES -- -- --- -- � 80� � 80� INV.= 61.5 (6'�) WELL I in ��. ATE G� V G / 55.0 (IN) RESERVE TP. /6 8 I ' I I W W I SERVICE PAD L I JAR. C 900 12' PVC "' W INV. - 4.8 (OUT) - --- -- W v L t RIM= 66.2f %� / =ip =0 0035 CB 5A 8" PVC INV.60.6 INV.60.6 INV.60.6 IW.60.6 / ti'�i / a' PVC S F&G=66.4-0.004 I I -.�-- ,jNV.=59.0 >I - RESERVE 1910 • STUB .� v� SIPHON CHAMBER a RIM 666_ - - - __ INV=56.6 13 INV.=57.6(IN) _ _ I I o V ao %SCB4 INV.=55.4(OUT) m� •f2tM 6&.7 of I x c) cn I RIM=672 �, F&G=65.3 I =ir Q INV = 61.0 • � � -- � •, U / NB/0/ DMH 1 -�" --- ---r I „ _� RESERVE VENT I - I > I TRASH U fiP15-1 i ANCHOR D COMPACTOR a OBS RIM=65.7 18 000 GAL n>.tnf °� �R1MG67,2 = � WELL INV.=60.9 SEPTIC TANK-' -- oo � i ,IRRIGATION SLEEVING(TYP) I RIM 67.5 °° 1 / C� Q a� 1 .OHW INV.= 58.0 (IN) > _- -RESERVE - --- L o 2 CB 3A 2 N - NV.=57.7(OUT)u' a RIM-67.5 � s's,0 Coo OQ f&G=60.5 Q ---------- - / �oy�, SCB I .p INV.=56.0 �� �.�- '�E'TA11' R I *RIM=67,7 8W PIV 8„GATE F& G=63.2 ` W/BEEHIVE F&G ~ I I / INV.-60.2 `� 115 �� OH 4 - - -- -- ---- �4'W G VALVE r F.E. _ ---. •.... S RESERVE - - >I (TYP) / /--------- TP. /7 = 7 --- INV.=60.5 ► R0� qL a ,. /i / F.E.,/2 CB 3B i 8"PVC \c >I p ® =6 .i °° 8"HYD.SERVICE (TYP.) '-INV.=60.0 - -- - - INV.55.9 INV.55.9 _ F&G=60,5 2 0 -- - OHW- - - - FUTURE USE S s ° I INV.= 56.0 0 2 W/ BEEHIVE F&G i �2 TO BE PLUGGED �o RESERVE _ - - - -- -- - I PERFORATED f2"PVC(SDR 35)TYP INSIDE MANHOLE �\ VENT I NON -PERFORATED 12 PVC(SDR 35)TYP / -8"PVC -- S S=0.004 1 EFaG CB 20 CB 21 CB 22� B-2 L EROSION PROTECTION - �-, ( = 65.7 F&G=65.7F & G = 65.7 F&G=6TYP. SEE DETAIL / '`r 60.7 INV.= 60.7 INV.=60.7 INV. = 60.7 B-7 • � Q C I SMH 6 I SMH 5 0 u� j _ RIM=66.8 _ 65 60 _ --- ---__ _. ._.I_ _ _._ 2 /; ti �• _ ____ -- -- _. __ _ RIM = 67.5 u�) - _ I _ _ - 2 W INV. =59.8(6"IN) INV.=58.8 v, O J -• INV.=61.5 J 6 INV. = 58. I (8"IN,& 2 OUT) INV 60 5 INV 60 5 INV 6JO 5 roQ FOR INTERNAL PLUMBING I � � l LEGEND cc CONCRETE CURB BCB BITUMINOUS CONCRETE BERM VGC VERTICAL GRANITE CURB PAINTED STRIPING 14 PARKING SPACE COUNT F_Q CONCRETE DUMPSTER PAD (REFERENCE ARCH. DRAWINGS FOR SIZE) CONCRETE LOADING PAD (REFERENCE ARCH. DRAWINGS FOR SIZE) F�• PROPERTY LINE HANDICAP PARKING 665.8 CATCH BASIN W/FRAME 81 GRATE ELEVATION 065.8 MANHOLE W/ RIM ELEVATION X 65.8 SPOT ELEVATION H.P. 65.8 HIGH POINT ELEVATION TC TOP OF CURB BC BOTTOM OF CURB - �7- -- EXISTING CONTOUR 67 PROPOSED CONTOUR • F w TRAFFIC DIRECTIONAL ARROW (PAINTED) ------------- IRRIGATION SLEEVING (4 INCH) 20 - TEST PIT/BORING/OBSERVATION WELL LOCATION NOTE: UNLESS OTHERWISE NOTED ALL DRAINAGE PIPES TO CONNECTING CATCH BASIN AND LEACHING FACILITIES SHALL BE, 12" PVC (SDR 35). COORDINATE WITH "SHELL PACKAGE" DETAILS FOR DOWN SPOUTS, ELECTRIC CONDUITS FOR LIGHTING, AND FOUNDATION PAD PREPARATION. BUILDING SERVICE LOCATIONS FOR "ELECTRIC, TELEPHONE, AND CABLE ARE APPROXIMATE. EXACT LOCATIONS TO BE DETERMINED BY LOCAL UTILITY COMPANIES. FOR ADDITIONAL ELECTRICAL ,CONNECTIONS SEE PLAN ENTITLED "THE FESTIVAL AT HYANNIS BARNSTABLE, MASS." DRAWING E 1.0 BY R.H. GEORGE AND ASSOCIATES, INC. w =mI g p'L SOYSTEM (TOYP.) O i- 8' PVC 5=0.004 SDR 26 8 PVC S S=0.004 O INV.=64.7 I S Q Q SMH 3 Z Q o- A SMH 4 RIM= 66.5 I ° ° ♦ -. 0 CB 23 - o , CB 24 I INV.=59.7 _ RIM=66.6 `� F&G=66.5 _ N G=6665 N SMH 2 1000 GAL. o / INV. =59.0 INV. INV.=61.7 ( 1iVV.61.5 OI WV--607(6"1 0 3 6 RECORD COPY RECORD INFORMATION PROVIDED BY LAWRENCE LYNCH CORPORATION. CONSTRUCTION WAS PERIODICALLY OBSERVED BY. REPRESENTATIVES OF THE DAYLOR CONSULTING GROUP. PLEASE NOTE THAT THIS DRAWING REPRESENTS RECORD INFORMATION FOR THE SUBSURFACE SEWAGE DISPOSAL SYSTEM AND DOES NOT REPRESENT RECORD INFORMATION FOR BUILDINGS, GRADING, OR OTHER UTTLTTMS -._ ----o - --- -INV.=60.5(8") GREASE TRAP ' -- --- M N INV. = 64.6 ( IN) VJ W C 900 PVC 12" W INV.=64.4 (OUT) N� yI 3 In o o a I-------- --------------- --------------------------- -- B-3 INV.=62.00 A INV. =62.3 INV.57.4 �T. P. / , CB 27 F & G=63.5 RETAIL 5 INV.=58.5 `O- W/ BEEHIVE F&G ROOF DRAIN DOWN SPOUTS 20' ON CENTER TYP. SEE DETAIL SHEET 5 OF 5 D I° T RD O R INV. 63.2 0 INV. =63.2 3 0 INV.63.2 QI CB 25 1° o - Qj CB 26 a G o INV.=61.2 � / INV.=61.2 r r ' CD �. J vY u INV.6i.0 J INV 61.0 J� Q ► y� G O W- W i W C900 PVC 12 G W Q- G Il- W I EDGE OF PAVEMENT TYP_ j TUB FOR,FUTURE CONNECTION i IRRIGATION SLEEVING(TYP) -.-STUB FOR FUTURE CONNECTION I i "--O//N,' APPROXIMATE LOCAT/ON I - -OHW• (EXACT LOCATION TO B)= _ DETERM/NED_l N THE FIELD) �- • NAME DATE REYtsm _. 44 10�9119" `S�v-) Fu��eE 100 F--KIr �m0 %tM r � �R.o , TYP too Fou- s!* 0 OF tv or-'r..Q p�.s 3 Goc.ltz.5��a dF ��GK.: - LAO 1 lie To i 2 `�iZE _ 1� �\ -•o�EA? .-- "' VE +FIE. L.C>c A. IOW OF I r IT I L Ce. �11''1� GL /;N �E.PT►l� "I'RN r : i NV q" PER�C?RIa.Tp r, DRAINAGE CALCULATIONS a FOR "dC.P. T) IP�p�_: ::. P „ ,� 8 1 PLAS C P E SEA NaTE : ,� "'" A : 2$ L I G! _ TYPE J 20 POLE 5.50 H IYANOUGH RD . , HYfNNIS , MASS. Cn R • r Xroio r k �) �•TE EXEC' i ESIGN _ . r� C CRITERIA ALL WATER MUST BE CONTAINED ON PROPERTY. r, ,i• C- E • � BENCH MARK _ ,. ''r4 6 AN 1TP�R`( � � ELEC' 20 YEAR STORM USED IS 8.5 INCHES OF RAIN IN 5 MINUTES. _ a TOP OF C.E . o , �5� sew a LINE. 1.1 L.EV = Coco.82 \off O i A P ; -� E N � LA.�Tr.� PfF� EXIST. bA NAGE AREA #1 -DATUM N.Gc.�I U S�.I� �, (.9) (8.S) (27,015 SQ.FT.) x 300 = 1,423.31 CU.FT. coOXE`s N SE N TE I o2.OQ $ ? '..FOR .-DE�iAIL Ql (43,560 SQ.FT.) © sicrN GQ?'�'3r� N64°/2'.r12"W 21 �� .. . �.00 1cP 1PFSer �,.,..._._. r T T T ��.. 1 USE: (1) g r�„Ort .DIA. x 6'-0" HIGH DRY WELL ..:.., .... r T • t ►r 258.71 CU. FT. `� �°' I � sURIED CCO>r/ptJ�T ,. 1 ;. .:.; ., ..... • _� !EQ C a+uir E t {r R GW — (1) 8 -0 DIA, x 8 -0 HIGH DRY WELL _� 344 95 CU FT ExtsTinlG s Rt() GaCo.lJt7 R1M r_ n t n �,. UNDERGROUND TEL EPHON f. 0 (2) 8 0 DIA. x 10 -0 HIGH DRY WELL = 862.36 CU. FT. MARKER I U.P..605 1r 4 2 3.31. CU . FT. T. � 1,466.02 CU. FT. I t u! .. i 4 �r yt� aF AINA HIGH PRESSURE. STEEL ,., ! � !�' HtGt/ '�Le4� Sty L GE AREA 112 G G G G G (.9) ($.5) (11,.496 SQ.Ffi.) x 300 = 605.68 CU. FT. �. I (43,560 SQ.FT.) _:.._ - _._.: x� �n RUS$ELL USE: t_ '. r_ _rr S.TNT HILL I (1 8 0 ,DIA. yl )) x 6 0 HIGH DRY WELL _ 258.71 CU. FT. 3 0958 1(V (1) 8'-0" DIA. x 10'-0" HIGH: DRY WELL 431.18 CU. FT. • � 605.68 CU. FT. 6$9.89 CU. FT. -: P: 1 YA U U H RQP�D LONAL �,INAGE AREA 4t3 - ; ire «.. (.9) ($.S) (7,998 SQ.FT.) x 300 421.38 CU. FT. =q�. , (43,560 SQ.FT.) 4,773 SQ.FT.) x 300 4 H/GNPRESSURE STEEL GAS MAIN (43,560 SQ.FT. a G G, ICo DUCTILE /RO/V WATER MAIN . � AREA 6 72.85 CU. FT. �r --� �-. -- -- � � ._. Yv ..,. ^ .._ , ._... ,._. ._ ._ _._._. W _.,. _.. --4V : W ~- .... ,...,» ...:r.yy( � w G W .," ." r� rr A . -#-UP l50/GO %2 9 f/yDFtri; JT USE... (2) 8 0 .DIA. x 8t -0tt HIGH DRY WELL = 689.90 CU. FT. , pup Is%o -#�=up F 672.85 CU. FT. 689:90 cu. FT. . OVERHEAD ECECTRIG TRANSM15510/V Y . D R U1REMEN �A'�.� 2zi 99t7 VOLT 3 PHA51� E_ tl -7 �, ► gym► _.:. REVISION # DRA WING INDEX CS COVER SHEET A-1 EQUIPMENT PLAN, SCHEDULES & NOTES A-2 DIMENSION, REFLECTED CEILING & FINISH PLAN A-3 INTERIOR ELEVATIONS, FINISH & KEY NOTES A-4 DETAILS M-1 MECHANICAL FLOOR PLANS M-2 PLUMBING FLOOR PLANS x M-3 PIPING SCHEMATICS M-4 MECHANICAL DETAILS, NOTES & SPECIFICATIONS E 1 LIGHTING FLOOR PL AN F E 2 ELECTRICAL FLOOR PLANS L) RISER DIAGRAM SCHEDULES & LEGENDS r, E-3 ELECTRICAL , U d t PROJECT INFORMATION W a TENANT IMPROVEMENT PLANSxxx W Gz. O •� PROJECT ADDRESS: - ., 0 1� o R � ', HYANNIS, MA o M O PROPOSED USE: ICE CREAM SHOP x a SUITE AREA: 1555 S.F. d OCCUPANCY TYPE: MERCANTILE (M) 44 z JURISDICTION: CITY OF HYANNIS O APPLICABLE CODES: z O MA BLDG CODE 780CMR 6TH ED 0.4 d FESTIVAL HYANNIS W z OCCUPANCY LOAD FOR EGRESS: a PUBLIC (RETAIL): 454 SF / 30 = 15.1 CQ ROUTE 132 IYANNOUGH ROAD NON-PUBLIC (WORK AREA): 1101 SF / 200 = 5.5 z PC! m TOTAL: 21 OCCUPANTS MA EXITS REQUIRED: 1 (LESS THAN 50 OCCUPANTS) HYANNIS EXITS PROVIDED: 1 E• ca PLUMBING FIXTURE COUNT: v PUBLIC (RETAIL): 454 SF / 30 = 15.1 x NON-PUBLIC (WORK AREA): 1101 SF / 200 = 5.5 O TOTAL: 21 OCCUPANTS � ca rn OCCUPANT LOAD MORETHAN 15, THEREFORE (2) UNISEX 0 14 Ct RESTROOMS REQUIRED E" .4 GENERAL NOTES z m 0 m ^' DIVISION 1 GENERAL REQUIREMENTS PROJECT TEAM, o 0 1. THE INTENT OF THESE DOCUMENTS IS TO PROVIDE FOR THE 7. THE CONTRACTOR SHALL B FULLY RESPONSIBLE FOR THE DISCOVERY, DIVISION 12 FURNISHINGS14 I C HANDLING REMOVA._ CR DISPOSAL OF OR EXPOSURE OF 1. ALL MILLWORK TO BE CUSTOM GRADE AS CHOSEN BY OWNER. O CONSTRUCTION OF THIS PROJECT, COMPLETE AND FUNCTIONAL PRESENCE, , CORPORATE: COLD STONE CREAMERY ® RESPONSIBLE PERSONS TO HAZARDOUS MATERIALS IN ANY FORM AT THE PROJECT SITE, PROVIDE CASEWORK WITH ALL NECESSARY HARDWARE, HINGES P-' � 04 O IN ALL RESPECTS. THE CONTRACTOR SHALL BE R 16101 N. 82nd STREET, SUITE A-4 a '� N OF EXPRESS REFERENCE TO INCLUDING BUT NOT LIMITED TO ASBESTOS, ASBESTOS PRODUCTS, AND PULLS. 14 FOR THIS RESULT. THE OMISSION OTHER SUBSTANCES. SCOTTSDALE, AZ 85260 � w WORK NECESSARY AND REASONABLY INCIDENTAL FOR THE POLYCHLORINATED BIPHENYL (PCB) OR DIVISION 15 MECHANICAL PH: (480) 348-1704 �..I C) a CoCOMPLETE CONSTRUCTION OF THE PROJECT SHALL NOT BE 8. COMPLY WITH APPLICABLE CODES AND/OR ORDINANCES CONCERNING 1Iya. VERIFY EXISTING MECHANICAL EQUIPMENT (HVAC) IS IN FULL WORKING FX: (480) 348-1718 -, Z w CONSTRUED AS RELEASING THE CONTRACTOR FROM HIS DEMOLITION OPERATIONS, REFUSE REMOVAL, AND DISPOSAL. ORDER, REPLACE FILTFERS THROUGHOUT SYSTEM. 0 (1g'6WWW.COLDSTONECRE_AMERY.COM Z r, RESPONSIBILITIES. 0 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, DIVISION 3 CONCRETE 2. VERIFY FRESH AIR SETTING, HUMIDITY CONTROLS, BALANCE, ETC. FRANCHISEE: KEN KIRWIN a W .!!4 4 Z CLEARANCES AND CONDITIONS TO THE ARCHITECT PRIOR TO ARE ADEQUATE FOR (PROPOSED USE. REPLACE AND/OR MODIFY 46 CHIPPING HILL U �-' Z CEMENT OF WORK. FAILURE TO C SO CONSTITUTES 1. INSTALL NEW CONCRETE FLOOR. PREPARE AREA TO ACCEPT VINYL SYSTEM AS REQUIRED FOR COMPLIANCE WITH LOCAL GOVERNMENTAL PLYMOUTH, MA 02360 W A ra COMMENCEMENT TILE, CARPET, OR CERAMIC TILE. ACCEPTANCE AND RESPONSIBILITY FOR ALL EXISTING CONDITIONS. AGENCIES REQUIREMENTS. PH: (508) 932-3932 CQ THE CONTRACTOR WILL NOT BE ALLOWED ADJUSTMENTS IN THE TIME 2. FLOORS TO RECEIVE TILE OR SHEET VINYL SHALL NOT VARY FX: (508) 209-0817 �-+ E"4 cO o OR MONEY REQUIRED TO RECTIFY THE SITUATION. MORE THAN 1/4" PER 10 FEET. CONTRACTOR TO COORDINATE JOB W/ ALL SUBCONTRACTORS. I I 3. DO NOT SCALE DRAWi`~GS. GIVEN DIMENSIONS SHALL GOVERN. DIVISION 5 METALS ANY ADDITIONAL WORK REQUIRED DUE TO LACK OF COORDINATION JOHN MARRO III ARCHITECTS A PROPOSED ARCHITECT: w I LARGE SCALE DRAWINGS SHALL GOVERN OVER SMALL SCALE WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR TO 1D �J I � 2850 ROUTE 23 NORTH U� W d 1. STEEL FRAMING: WITH EACH TYPE OF METAL FRAMING REQUIRED, THE SATISFACTION OF OWNER AND ARCHITECT. ANY ADDITIONAL DRAWINGS. NEWFOUNDLAND, N.J. 07435 O 4. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL PROVIDE MANUFACTURER'S STANDARD STEEL RUNNER, BLOCKING, CONSULTING WORK REQUIRED DUE TO LACK OF COORDINATION e(,° DSTONE `� LINTELS, CLIP ANGELS, SHOES, REINFORCEMENTS, FASTENERS AND BE PAID FOR 611' THE CONTRACTOR. PH: (973) 697-1150 a0 0 0 PURCHASED, FABRICATED AND FINISHED ITEMS FOR REVIEW BY WILL THE ARCHITECT UNLESS WAIVED BY THE SAME. ACCESSORIES AS RECOMMENDED BY THE MANUFACTURER FOR THE �p�, �p FX: (973 697-6520 a, C) v 5. ALL EQUIPMENT, MATERIALS AND ARTICLES INCORPORATED APPLICATIONS INDICATED. cJI�LAEllIY W AND UNDAMAGED. ALL 2. METAL STUDS: OPEN BOX SHAPED SECTIONS, 3-1/2 INCH x 25 GAGE ENGINEER: HP CONSULTING ENGINEERS P.C. 0 INTO THE PROJECT SHALL BE NEW ME O "-' WORKMANSHIP SHALL BE WITHIN INDUSTRY STANDARDS. MIN. (20 GAGE FOR STUDS OVER 14'-0" IN HEIGHT AND AT WALL AT 15 MAIDEN LANE z 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND WATER HEATER/MOP SINK ENCLOSURE). NORTH HAVEN, CT. 06473 z ' PH: (203) 239-9425 Z F' REPLACEMENT OF DAMAGE TO AREAS CAUSED BY HIS WORK AT DIVISION 8 DOORS & WINDOWS Ilu � FX: (203) 239-9445 LM NO ADDITIONAL COST TO THE OWNER. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY 1. ALL GLASS SUBJECT TO HUMAN IMPACT SHALL CONFORM TO THE CONDITIONS RELATING TO JOB CONSTRUCTION INCLUDING A SAFE STANDARDS SET FORTH IN THE UNIFORM BUILDING CODE. A x ENVIRONMENT FOR OCCUPANTS OF AREAS ADJACENT TO THE 2. ALL EXITS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE z WORK AREA. USE OF A KEY OR SPECIAL KNOWLEDGE. 8. THE CONTRACTOR SHALL PAY ALL FEES FOR PERMITS IIIIIIIIIIMTn o NECESSARY FOR PROPER COMPLETION OF WORK, UNLESS 3. MANUALLY OPERATED EDGE OR SURFACE-MOUNTED FLUSH BOLTS '-' NOTED OTHERWISE. AND SURFACE BOLTS OR ANY OTHER TYPE OF DEVICE THAT MAY BE RIIIIIIII A USED TO CLOSE OR RESTRAIN THE DOOR ARE PROHIBITED. WHERE 9. SHOULD THE CONTRACTOR OBSERVE ERRORS, DISCREPANCIES � OR OMISSIONS IN THE CONTRACT DOCUMENTS, HE SHALL PROMPTLY EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH P NOTIFY THE ARCHITECT REQUESTING CLARIFICATION. THE BOLTS ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH �'1'1'1111111111111111111111111f7 CONTRACTOR SHALL NOT PROCEED WITH WORK AFFECTED BY BOLTS SHALL HAVE NO DOORKNOB OR SURFACE-MOUNTED HARDWARE. Q SUCH ERRORS, DISCREPANCIES OR OMISSIONS WITHOUT RECEIVING THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE CLARIFICATIONS. ADJUSTMENTS INVOLVING SUCH CONDITIONS MADE OPERATION. BY THE CONTRACTOR WITHOUT PRIOR CLARIFICATION BY THE 4. PANIC HARDWARE, WHERE INSTALLED, SHALL COMPLY WITH THE UNIFORM ARCHITECT, SHALL BE AT THE CONTRACTOR'S OWN RISK. BUILDING CODE. THE ACTIVATING MEMBER SHALL BE MOUNTED AT 36 COMPLICATIONS ARISING FROM PROCEEDING WITHOUT CLARIFICATION TO 44 INCHES ABOVE THE FLOOR. THE UNLATCHING FORCE SHALL NOT d SHALL BE RESOLVED AT THE CONTRACTOR'S EXPENSE. EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF TRAVEL. � O Q' 10. ALL WORK PERFORMED ON THIS PROJECT SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES, LAWS DIVISION 9 FINISHES co ALL1. INTERIOR FINISHES TO HAVE A MAXIMUM FLAME SPREAD RATING OF 200 I ►--� AND ORDINANCES. 11. ANYTHING IN THE CONTRACT DOCUMENTS NOT WITHSTANDING, THE AND MAXIMUM SMOKE DEVELOPMENT RATING OF 450. TY OF CONSTRUCTING A ANCHORED SO AS TO RESIST A LATERAL a O CO v CONTRACTOR ACCEPTS THE RESPONSIBILITY 2. STUD PARTITIONS TO 8E A p WATERTIGHT, WEATHER TIGHT PROJECT. LOAD OF 5 PSF AS FOLLOWS, BOTTOM PLATE: ANCHOR TO SUB . CONTRACTOR SHALL COORDINATE LOCATION OF ALL NEW ROOF FLOOR WITH 300# POWER DRIVEN PINS AT 48" O.C. ICBO #1639 Co � a a O m 12 MOUNTED EQUIPMENT WITH OWNER PRIOR TO INSTALL. CENTER EQUIPMENT 3. GYP BOARD WALLS TO BE TAPED, SANDED AND HAVE LIGHT ~ a 0 OVER BEAM OR COLUMN UNLESS DIRECTED OTHERWISE BY OWNER. ORANGE PEEL FINISH, U"�_` NOTED OTHERWISE. .d4 13. CONTRACTOR SHALL PROVIDE 2x BLOCKING AT ALL WALL MOUNTED EQUIPMENT OR ACCESSORIES. 4. THE CONTRACTOR SHALL P- ,,VIDE AND INSTALL CAULKING WHERE NOT SPECIFICALLY PERFORMED BY OTHER TRADES. E- `"' 14. ALL SIGNS, INCLUDING WINDOW SIGNS, TO BE SUBMITTED FOR REVIEW AND O I APPROVAL UNDER SEPERATE PERMIT BY OWNER/CONTRACTOR. 5. CERAMIC TILE FLOORS SHALL NOT VARY MORE THAN 1/4" PER 10 FEET. � E-+ z z 0 15, ALL ANGLES AT 45" OR 90" UNO. .4 DIVISION 10 SPECIALTIES DIVISION 2 DEMOLITION; HAZARDOUS MATERIALS 1. SUITE NUMBER OR ADDRESS TO BE POSTED ABOVE DOOR. W RESPONSIBLE FOR ALL DEMOLITION TOR SHALL BE RESPONSIBLE FOR THE DESIGN AND W I HALL BE RESP CONTRACTOR 1. THE CONTRACTORS 2. NEW WORK. c� PROPOSED N MODIFICATION TO THE FIRE SPRINKLER SYSTEM. x Z co ,� REQUIRED TO ALLOW FOR ALL PROP INSTALLATION / 2. PATCH, REPAIR, REPLACE AND FINISH ANY FLOOR, WALL OR CONTRACTOR SHALL SUBMIT DRAWING TO GOVERNING AUTHORITY x O O O O T AREAS WHERE DEMOLITION FOR REVIEW AND APPROVAL PRIOR TO COMMENCING WITH WORK. d CEILING TO MATCH ADJACEN HAS BEEN REQUIRED. 3• FIRE DEPARTMENT'S NOTES '�' _ Provide a portable fire extinguisher with a rating of not less than OL z 3. PROVIDE PROPER SHORING AND DISCONNECTION OF ALL UTILITIES W O PRIOR TO DEMOLITION. 2-A within 75 feet travel distance to all portions of the floor. OL 00 Z Provide fire extinguishers as required by fire department field 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE Inspector. SITE FREE OF DEBRIS. Exit door shall be operable from the inside without the use of a key or any special knowledge or effort. 5. THE CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER PRIOR Provide exit lighting and a sign w/ min. 6" letters at required exit. SITE �� TO START OF WORK, THE REQUIREMENTS FOR CORING OF FLOOR Maintain 44'' clear aisle to required exit. lye SLAB FOR ALL REQUIRED WORK. Interior wall and ceiling finishes shall not exceed and end point 6. THE ARCHITECT AND ENGINEERS, AND CONSULTANTS SHALL HAVE NO flame spread rating of 200. RESPONSIBILITY FOR THE DISCOVERY, PRESENCE, HANDLING, Extend existing fire alarm system as required to provide an DATE: DRAWN: approved fire warning system. 4.19.05 JMV REMOVAL OR DISPOSAL OF OR EXPOSURE OF PERSONS TO HAZARDOUS PP ll MATERIALS IN ANY FORM AT THE PROJECT SITE, INCLUDING BUT NOT Any decorations shall be non-combustible or flame proofed in an SCALE: CHKD• LIMITED TO ASBESTOS PRODUCTS, POLYCHLORINATED BIPHENYL approved manner. NOTED JMIII FILE NAME: REV: (PCB) OR OTHER TOXIC SUBSTANCES. it I C S m REVISION # D F6 F6 F6 F6 — / O E A3 C E11 E7 E15 M3 M3 14 M3 5 F9 J F4 X7 g 6 X7 g 3 F2 F2 3 F11 8 LOBBY 11 0F� X8 X3 X8 B X8 M7 A2 A3 X8 F12 F5 M3 � � ° M7 9 IX 00 F12 Al A6 ., „ E4 � pr 13 13 WORK AREA X5 ® ° „__, M8° E3° M8 E3 F A3 II M2 z v D 2 L ___ O 4 E2 4 _ E1 M5 M \ F1 L9 I � A3 / M4 A6 4 COOLE REEZE A3 E71( IrCD4 g M4 /F8 �� SERVICEX4X4 00 REST RESTROOM ® w 0 d 12 O 21, / D1 D1 \ O ® o O 1 E6 _ _ F3 E14 E13 Q E11 0 ® _2 O O FE g cIf IF" F4 a o 0 r� 0 X1 l,�n,�(' 1 10 X8 E16 F12 E5 F5 E12 E10 E9 X11 M4 M1 E8 X12 M5 M M 5 1-4 ti Ilk X2 M3 E4 o Q z o CQ w w a, w �^ w � z CUP DISPENSER N PROPOSED EQUIPMENT PLAN w N.T.S. F� G, rn � SCALE: ~ z N E- d .� DOOR TYPES W F CQ n .� D1 NEW DOOR: SOLID CORE PRE-FINISHED (PL2) BOTH SIDES, S-O" x k x 7'-0" x 1-3/4", PAINT ALL FOUR EDGES BLACK, W/ TIMELY METAL w 0 DOOR FRAME (BLACK). ALL HARDWARE PER ADA REQUIREMENTS O SEE SCHEDULE. c Schedule of Furniture, Fixtures, Equipment, Miscellaneous and Additional Items D2 NEW DOOR: NEW INSULATED METAL DOOR BY LANDLORD. PROVIDE P, NEW HARDWARE, IF REQUIRED, PER ADA - SEE SCHEDULE. x x .-, Of o �ofD3 NEW DOOR: RELOCATED STOREFRONT & DOOR BY LANDLORD. ALL z w a o Q HARDWARE PER ADA REQUIREMENTS - SEE SCHEDULE. INFILL (E) Q A 0 0 z 0 P5 z ( )OPENING FROM E DOOR BEING RELOCATED. m U U I� r F5 - F m� Z o D4 NEW DOOR: 3'-0" WIDE DOOR, HEIGHT TO MATCH LOW WALL. ALL W c m W < =LLJ w� a J I- HARDWARE PER ADA REQUIREMENTS - SEE SCHEDULE.Lij x a ,a r V) >- a m Q,� z NOTE: H W a Z C-)� =, � Q ALL EXITS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A w �` w ' ��- Li DESCRIPTION MAKE MODEL KEY OR SPECIAL KNOWLEDGE. ALL THRESHOLDS SHALL BE A MAXIMUM OF Z �, w �Z Z �- c� DESCRIPTION MAKE MODEL �Z _ o 0 1/2" HEIGHT AND BEVELED. FURNITUREOLD STONE CORPORATE STANDARDS" Z EQUIPMENT /� z � E1 1 WALK-IN COOLER INDICATES ITEM TO BE PURCHASED THROUGH COLD STONE CREAMERY CORPORATE STANDARDS PROGRAM. WALL L TYPES U � � z MASTER GILT, CS-8-12R8 z A o � F1 2 TRASH RECEPTACLE W/ DOME LID BLACK 15 GAL. UNITED RECPETACLE R1536 z d E2 1 WALK-IN FREEZER TTTr�r NEW INTERIOR STUD WALL NEW LOW WALL AT S-2" AFF. C7 M '_', w ., F2 2 FRONT SERVICE COUNTER CUSTOM MILLWORK E3 2 FROST TOP ATLAS WF5 o EXISTING WALL TO REMAIN CUSTOM MILLWORK E a 0 �t F3 1 BACK COUNTER E4 1 DIPPING CABINET GHEA-12, TO BE ASSEMBLED BY GENERAL CONTRACTOR o q F4 1 SNEEZE GUARD CUSTOM NOTE. O E5 1 HARDENING CABINET W/ CASTERS MASTER-GILT IHC-48 - GYPSUM BOARD WALLS TO BE TAPED, SANDED AND HAVE SMOOTH FINISH, Q � F5 2 STAINLESS STEEL TABLE WITH WHEELS TARRISON #WT 3060 UNLESS NOTED OTHERWISE. t� E6 1 WATER-COOLED BATCH FREEZER COLDELITE LB-502 .-� PANASONIC 5500 POS 14 F6 4 WIRE RACK �48" LONG x 18" DEEP 0 o E7 2 CASH REGISTER REQUIRES PC & DATA CONDITIONED PHONE LINE IB'-0" LONG x 16" DEEP (SPLIT ONE INTO 2 SECTIONS HARDWARE SCHEDULE F7 2 WIRE RACK (MOUNTED ABOVE SINK) 'TO MOUNT ON EACH SIDE OF FAUCET z E8 3 CONE IRON GOLD MEDAL MODEL 5020 z F8 1 STAINLESS STEEL TABLE WITH WHEELS TARRISON #WT-2430 INTERIOR DOORS 'n E9 1 HOT TOPPING SERVER FSP #82060 1.4 F9 1 FLOOR SAFE 'VAULT MASTER - MODEL CSC 2820 LOBBY / WORK AREA: E10 1 BLENDER VITA-MIX MODEL 35100 W/ I EXTRA VITA-MIX 15506 CANNISTER A - 1 14 F10 0 TABLE BASE AND TOP z IEMU KISS #955 ENTRANCE LOCKSET, LEVER TYPE, SINGLE-ACTION, CLOSER. z � Ell 2 REFRIGERATED DISPLAY' CASE MASTER-BILT (1)BLG 27HD & ( )BLG-52HD m F11 8 INDOOR BARSTOOL EMU COUPOLE #380 TOILET ROOM: o � E12 1 CONVECTION OVEN TURBOFAN E25 PRIVACY SET, LEVER TYPE, SINGLE ACTION, CLOSER, F12 6 VINYL COATED SHELVING (MOUNTED AT 7-6. AFF) CLOSET MAID OR EQUAL, 48" LONG x 16 DEEP A E13 1 UNDER COUNTER REFRIGERATOR SILVER KING SKR-48 DOUBLE DOOR, CASTERS PROVIDED EXTERIOR DOORS LIGHT FIXTURES E14 1 UNDER COUNTER FREEZER SILVER KING SKF-27 SINGLE DOOR, CASTERS PROVIDE WORK AREA / EXTERIOR: L1 26 DOWNLIGHT - LOBBY LSI #92709; SERIES 206V CFL 42W TPL UNIV CLBK DGCF PANIC HARDWARE, CLOSER, WEATHERSTRIPPING. E15 1 CREDIT CARD MACHINE 1 14 DOWNLIGHT - SERVICE AREA LSI #92698: SERIES 206H CFL 42W TPL UNIV W CL E16 1 DIP SERVER Dt-1 #92000 LOBBY - EXTERIOR: STRIPPING. L3 7 BENT LENSE WALL WASH - SERVICE AREA LSI #92698; SERIES 206HBLWW 2 26W QUAD BLWW NB LOCKSET, LEVER TYPE, CLOSER, WEATHER E� FIXTURES d FIAT MSB-2424, WHITE MOLDED STONE MATL SERVICE FAUCET 830-11 L4 8 2' x 4' TROFFER LIGHT - WORK AREA LSI #19951; SERIES TG 2X4 432W T8 LBA UNIV NOTE: X1 1 24" x 24" MOP SINK W VACUUM BREAKER PAIL HOOK AND 3 4' HOSE THREAD. � � o o L5 2 SURFACE MOUNT LIGHT - RESTROOM LSI #535427; SERIES 78 11-1/2" 4' 232W T8 UNIV CENTER OF LEVER TO BE INSTALLED 36" ABOVE FINISH FLOOR. z in X2 1 WATER HEATER (MOUNTED ABOVE CEILING) RUUD ELDS40 OR EQUAL, SIMULTANEOUS (40 GALLON CAPACIM HARDWARE FINISH TO BE BRUSHED STAINLESS. _ " O� d L6 9 EMERGENCY LIGHT rn LSI #EM-B-120/277, CATALOG #74168 LO TARRISON S3-18LR W FISHER 2210-WB PRE-RINSE � o F X3 1 3 COMP. SINK W/ 2 18 DRAINBOARDS #P / WOC CO v L7 2 EXIT SIGN LSI #EX 2 R B 120/277 EM, CATALOG #74167 X4 2 SPADEWELL SPADEWELL MODEL: 77316-CSC PROVIDED BY EQUIPMENT MANUFACTURER KEY NOTES 1 L8 2 2 LAMP FLOURESCENT 1 x 4 SURFACE FIXTURE INSTALLED BY ELECTRICAL CONTRACTOR INSIDE WALK-IN'S —1 O a � C7LO X5 1 WALL HUNG STAINLESS STEEL HAND SINK ADVANCED TABCO 7-PS-20 OR EQUAL O NEW TELEPHONE MOUNTING BOARD. i~-1 L 7T rn L9 1 TIMER FOR SIGNAGE INTERMATIC T103 C X6 2 BLACK, 5 BLADE CEILING FAN HAMPTON BAY 52" HUNTINGTON III, REMOVE LIGHT KIT 0 2 60" TURNING DIAMETER PER ADA REQUIREMENTS. X7 2 FROST TOP FAUCET FISHER FAUCET 304 x 2 MISCELLANEOUS ITEMS y.. O PROVIDE 3 GAP BETWEEN SNEEZE GUARD AND ADJACENT EQUIPMENT � E- z 5 12 JOSAM #49020AS-3-45, SQUARE CAST IRON M1 1 MENU BOARD CUSTOM c FLOOR SINK WITH ACID-RESISTING INTERIOR AND/OR WALL. o z X8 x 12" FLOOR SINK r, M2 1 24' WINDOW LIGHT BOX CUSTOM O4 LOCATION OF NEW ELECTRICAL PANELS. � iJ z A rn X9 0 1 COMP. SINK W/ 18 DRAINBOARD UNIVERSAL STAINLESS 1N1618-R-D18 mi �1 FOUNTAIN OASIS PF8AM BARTER-FREE VERSACOOLER Iq M3 4 STAINLESS STEEL STRAINER BASKET SYSCO O PROVIDE 2" DIAMETER HOLE WITH GROMMET AT REGISTER FOR POWER 5i w � X10 0 ELECTRIC HANDICAP DRINKING ►-�CORD. COORDINATE LOCATION WITH OWNER. � W A � � CQ M4 4 LIQUID SOAP DISPENSER SYSCO O6 3/8" THICK x 18" x 9" x INTERMEDIATE BRACE SUPPORT LOCATED z ►� z cop r4 14 X11 1 DROP-IN HAND SINK JUST SL-1921-A-GR co rn 48-7/8" FROM END CLOSEST TO GHEA CABINET. x � O O X12 2 WALL HUNG HAND SINK AMERICAN STANDARD LUCERNE 14 M5 5 PAPER TOWEL DISPENSER SYSCO q O7 BOTTOM OF HEADER AT 7'-0" AFF, TIMELY METAL FRAME AT Q a ti ADDITIONAL ITEMS `� M6 1 ORIGINALS BOARD 48' x 48" z CASED OPENING W/ NO STOPS. � MOBILETECH PERSONAL COMPUTER STATION co z 14 Al 1 DESK WITH FILE CABINET " M7 5 WALL GRAPHICS 48' x 48' t� WALL FINISH TO MATCH LOBBY WALL. c0 z MANUFACTURER: BUSH 40 H x 52 W x 30 D A2 M8 2 GRANITE STONE - 13 1/2" x 66 1/2" 3/4' THICK, POLISHED TOP & SIDES, UNPOUSHED BOTTOM, 14 1 MUZAK SYSTEM EASED EDGE. COLOR IMPALA BLACK OR ABSOLUTE BLACK. O BOTTOM OF HEADER AT 7'-0" AFF. 10 PROVIDE CITY WATER TO TWO WATER INLETS ON THE BATCH FREEZER 1� A3 2 PHONE WITH INDIVIDUAL BALL VALVES AND 4' STAINLESS STEEL BRAIDED A4 0 MULTIPLE TIER LOCKERS HOSES TO EACH CONNECTION. A5 0 STANCHION POST LAWRENCE METALS - TENSABARRIER 11 DELIVERY OF CERTAIN EQUIPMENT REQUIRES REMOVAL OF A PORTION OF STOREFRONT. 14 A6 2 FIRE EXTINGUISHER 2A:10BC O TI 12 MAINTAIN THE CONDENSATE / DRAIN LINE ABOVE 74" AFF INSIDE THE DATE: DRAWN: 4.19.05 JMV A7 9 CUP DISPENSER SAN JAMAR EZ-FIT SYSCO ITEM: #8480378, SEE DETAIL THIS SHEET. WALK-INS. SCALE: CHKD: 13 EVAPORATORS MOUNTED WITHIN INTERIOR OF WALK-IN. NOTED JMIII COMPRESSORS REMOTED TO ROOF TOP OR OTHER BUILDING EXTERIOR PILE NAME: REV: LOCATION. 14 16' WIDE x 22' STAND UP COUNTER MOUNTED 42" AFF. FINISH TO MATCH FRONT SERVICE COUNTER. ri ® REVISION # KEY N 0 TES O PAINT (PT1) ON GYPSUM BOARD (WHERE OCCURS). O NEW OR EXISTING SUSPENDED CEILING GRID. O SOFFIT AT 12'-0" A.F.F., PAINT BACK AND BOTTOM (PT1). O RE-PAINT EXISTING GRID (IF OCCURS) PER FINISH NOTES. O RECESSED CAN LIGHT FIXTURE. PROVIDE WALL WASH FIXTURES AT O STEREO SPEAKER PER OWNER. MENU BOARDS, AS INDICATED WITH ARROWS. SPACING OF FIXTURES O SEAL ALL FLOOR TILE GROUT. MAY BE ADJUSTED TO AVOID (E) PIPES ABOVE CEILING. O REMOVE EXISTING CEILING TILE IF OCCURS. RETURN TO BUILDING O GYP. BD. SOFFIT FOR SPRINKLER MAIN. 8'-3" A.F.F. STOCK OR DISPOSE OF PER TENANT. VERIFY CONDITION IN FIELD. PAINT AS REQ'D. z W F n U 35'-6 1/2" 5' 39'-10" 16'-0" V.I.F. 5' a L— - 2 � p p o „ O •' Id 1 15'-9" 1, , „ p -" c� 22'-0 SOFFIT ABOVE p; `�' 6'-6" 5" 12'-0" 11 n 16'-2 1/2" ;� 3'-7 5 -0" SNEEZE GUARD 3 7 -1 3 - ,n COUNTER z d co � ►-� x c ~ 3 -7 o 6'-9" 20'-4" 2'-8" L`- - °° Xxxx ifs oo I xxx d CQ M ED 333E 8 O ° oo O \ M 0 w 0 I ° L- °° z DO _cv a ci o to ao � 19'-9 1/2" „ 1 11 d \ 5" 2, -0" 5" 3'-8,1 r� 5 c� 28 -4" 6'1 e� 1 1 w z '" I ❑ ❑ E- ^ c -r co oo � � � i+ Z7- I oo � � ❑ O � oo p p 9CQ ❑ice O CV W .- 16' 7'-0,1 5„ 41_6„ 5„ 7,_O„ 6„ 2,-0„ rn F O PROPOSED DIMENSION PLANco o SCALE: 1/4"=1'-0" �y Zp I p 3 4 5 AT1 4 5 6 AT2 1 11 g co L4 TYP. L1 3 TYP. a, >� L6 CG1 WORK AREA Lfi CG2 LOBBY +13 -9 A.F.F. E., W w m +10 -0 A.F.F. +13 -9 A.F.F. +8'-3" A.F.F. a "' �' O c z w L6 fx W ~ Z co Z o z z d cv TYP. 7 X6 X6 Z L7 0 A 3 G61 2 Ew., L2 +12'-0" A.F.F. TYP.:.. x o W 0 ®o ® o o Z RESTROOM RESTROOM H I I n GB1„ 1 GB1r/ 1 �C/lx 8 6 A.F.F._. ..,.. 8 -6 A.F.F. ., Z � � z � c� L8 LS x I I u .. � 4 Z u m COOLER FREEZER a. r, 4-4 A L6 L3 3 CG1 SERVICE 4 5 6 AT1 L6 Lfi L6 L6 � NP• 28'-10" +13'-9" A.F.F. p PROPOSED REFLECTED CEILING PLAN (* FOR FIXTURE SCHEDULE & ADDITIONAL REFLECTED CEILING NOTES SEE DRAWING A-1) �' Lo SCALE: 1/4"=1'-0" E C d z z-' o, � 0 c 8 TYP FT2 8 W � � � '-' a d' � ►ten Lo `. oz o WORK AREA : ••• . - Z/1/� A 'tj, C\2 LIM p o oco z 77- ►-� Lo w � z COOLER FREEZER WORK AREA SERVICE RESTROOM RESTROOM 71 DATE: DRAWN: 4.19.05 JMV -4[L SCALE: ClIn: NOTED JMIII FILE NAME: REV: PROPOSED FINISH PLAN (* FOR FINISH NOTES SEE DRAWING A-1) SCALE: 1/4"=1'-0" A - 2 28'-10" REVISION # 40, 4'-8" 20'-0" 4'-2" 28'-10" 4 It WC1 3 WC2 3 9 WC2 3 3 WC1 It ."+++,*+ +'+++ * :-*X .. . / 9 -. . - . . \ � I � I I , , , A19 _ -_ {, ,,,r. , ,,,r, .,.,.; .. ;:{.t. - - . . U F— Z G'r - . 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Q � a z _ _. cc . . .�on c� c� � Z J E A z o 224 U U O m o 0 4 O o 0 0 o N N O A 0 12 1- -� I I m 16 12 4 r2 M 21 O D4 m0 lO O «llllllllililllllilllllllllll vy vvvv vv vv v��v ~ �y 1y ) \\\- m Rllttliltillll iiiillllll - e "� """"""""" Rllllllillllll1111lRiillll N N ���11 wC.�Y 16_�' �%JL" ,�'.l Q. ltlltlttllt1RllllllRilllll I � 1 -y�' �J y 1��J:.� `Yv llllllllll llllllllllillllll po I- I llllllllll illillllilllllll `�4i N t tit t 1t H 0 1 1 18 18 13 2 18 6 27 6 P4 Hcn � RE' ELEVATION Tv ELEVATION Ln � W cn z L) SCALE: 1/4"-1'-O" SCALE: 1/4"=1'-0" Qi Z a w C a0 0 ►- 4 1� " Lo cm � ^ 0 cv FINISH NOTES F+i � KEY N 0 TES WALL COVERING SOLID SURFACE (ALTERNATE COUNTER TOPS) 0 I � � O ONE COURSE OF TILE BASE, COVED (CBI) ENTIRE LENGTH OF CABINET 12 PLASTIC LAMINATE (PL1). FLOOR TILE WC1 IMAGECRAFT CUSTOM COVERING SS1 WILSONART GIBRALTAR MIDNIGHT MELANGE 9091-ML - FRONT SERVICE COUNTER P4 Q-i 0 BASE. FT1 CROSSVILLE, POMPEII SERIES #VS50, 18"x18" CERAMIC TILE CSC CUSTOM WALL - RED P4 � Z z p 13 PLASTIC LAMINATE (PL2). 0 O P-LAM WAINSCOT (PL2) 3'-O" FROM F.F. INSTALL W/ WOOD GRAIN COLOR: FORUM STONE SS1 WILSONART GIBRALTAR BEIGE TEMPEST 1530-TM - BACK SERVICE COUNTER WC2 IMAGECRAFT CUSTOM COVERING �+ � A � IN VERTICAL DIRECTION. INSTALL 1-1/2" x 1/4" BATTONS AT SEAMS 14 PLASTIC LAMINATE (PL3). FT2 CROSSVILLE, POMPEII SERIES #VS55, 18"x18" CERAMIC TILE CSC CUSTOM SOFFIT - RED � r Z � STAINED (PT2) TO MATCH CHAIR RAIL. COLOR: LAVA BROWN FRP: GLASTEEL FIBERGLASS REINFORCED INTERIOR GRADE WALL PANEL SYSTEM OR � 15 PLASTIC LAMINATE (PL4). INSTALL PER INSTRUCTIONS & SPECIFICATIONS ISSUED BY EQUAL. WHITE, 10' OR 12' PANELS TO MATCH CEILING HEIGHT. W O CUSTOM VINYL WALL COVERING (WC1 OR WC2) APPLIED TO GYPSUM LONGUST DISTRIBUTING IMAGE CRAFT. CONTACT: CATHY EUWING 602-276-2082 6- 1 A NOTE: PROVIDED AT MOP SINK ENCLOSURE & WORK AREA FULL HGT. H d+ 0 to BOARD. PRIME WALLS (PT3) PER MANUFACTURER'S INSTRUCTIONS. 16 4" HIGH BACKSPLASH - FINISH WITH (PL1). PHONE: (480) 730-3385 WWW.IMCRAFT.COM/COLDSTONE M z �D � C) co d O 4" BIRCH (OR MAPLE) CHAIR RAIL W/ TWO COATS OF (PT2) STAIN ., CEILING TILE BASE w U 00 1. 1 z AND BIRCH (O TED W/ SATIN POLYURETHANE VARNISH. CAULK TOP OF 17 16 WIDE x 22 LONG STAND-UP COUNTER. FINISH TO MATCH FRONT FT3 DAL-TILE 6 x6" #OT10, DIABLO QUARRY RED 9 w co SERVICE COUNTER. B1 CROSSVILLE, POMPEII SERIES #VS50, 18"x18" CERAMIC TILE r- CHAIR RAIL W DAP DYNAFLEX 230 PREMIUM ELASTOMETRIC LATEX CG1 GLOSS-WHITE CEILING GRID ,� / FLOOR TILE GROUT: COLOR: FORUM STONE. CUT TO CREATE 6 HIGH BASE. �j iO W v� SEALANT, COLOR BROWN. 18 CERAMIC TILE BASE, (B1) AND (B2) WHERE OCCURS PER FLOOR FINISH CUSTOM GROUT #60 CHARCOAL, SEAL ALL FLOOR TILE GROUT. CG2 GLOSS-BLACK CEILING GRID B2 CROSSVILLE, POMPEII SERIES #VS55, 18"x18" CERAMIC TILE c Z O PAINT (PT1) ON GYPSUM BOARD (WHERE OCCURS). PLAN. APPLY W/ TILE MASTIC FOR ADHESION TO LAMINATE. CAULK WALL TILE N COLOR: LAVA BROWN. CUT TO CREATE 6" HIGH BASE. O PROVIDE (PL2) FINISH ON BOTH SIDES & END OF NEW LOW WALL. TOP OF CERAMIC TILE BASE W/ DAP DYNAFLEX 230 PREMIUM AT1 WHITE VINYL-FACED GYPSUM BOARD TILES, 2' x 4' C81 DAL-TILE 6"x6", #OT10, DIABLO QUARRY RED, COVED BASE. ELASTOMERIC LATEX SEALANT, COLOR BLACK. WT1 DAL-TILE 4-1/4 x 4-1/4 , #AO135, ALMOND CAULK BETWEEN LOW WALL AND FRONT OF REAR COUNTER. 19 PROVIDE SUPPORT LEG FOR COUNTERTOP BETWEEN UNDER COUNTER TILE WAINSCOT 4'-O" A.F.F. ON ALL RESTROOM WALLS. AT2 ARMSTRONG, FINE FISSURED, TECH BLACK, 2 x 4 C82 DAL-TILE 4-1/4" x 4-1/4", #A3401, ALMOND, COVED BASE O PROVIDE 3" GAP BETWEEN SNEEZE GUARD AND ADJACENT EQUIPMENT EQUIPMENT. ALL EXPOSED FACES FINISH TO MATCH CABINETS. CUSTOM GROUT: #10 ANTIQUE WHITE G81 GYPBOARD CEILING, PAINT PT1. RESTROOMS ONLY AND/OR WALL. ELECTRICAL O 3/8"x18"x9" INTERMEDIATE BRACE SUPPORT SPACED 48-7/8" APART. 20 SUPPORT FROM STRUCTURE ABOVE. PAINT PLASTIC LAMINATE (ALTERNATE COUNTER TOPS AVAILABLE) PT1 SHERWIN WILLIAMS - SEMI GLOSS, MORNING SUN #6672 - GYP. BOARD NOTE: ELECTRICAL RECEPTACLES AND OUTLET COVERS TO BE BLACK CEILING, WALLS AND SOFFIT. PL1 WILSONART - MATTE, #4166-60 PAMPAS - BACK SERVICE COUNTER TOP, IN THE LOBBY, IVORY IN THE SERVICE AREA AND WHITE IN THE DATE: DRAWN: O SOFFIT AT 12'-O" A.F.F., PAINT BACK AND BOTTOM (PT1). 21 6" BIRCH CAP ON TOP OF LOW WALL, STAINED (PT2). O BACKSPLASH, AND CABINET FACES. KITCHEN. BROWN MAY BE SUBSTITUTED IN THE LOBBY WAINSCOT. 4.19.05 JMV 10 ALIGN BOTTOM OF GHEA FLUSH WITH COVED TILE BASE. 22 4" BIRCH (OR MAPLE) STAINED (PT2) TO MATCH CHAIR RAIL TO COVER PT2 SHER RR WILLIAMS - WOOD CLASSICS, OIL STAIN #3109, BRIGHT TRANSITION FROM WALL COVERING TO PAINT. CHERRY, TOPCOAT W/ SATIN POLYURETHANE VARNISH. PL2 WILSONART - WILD CHERRY 7054-60 - WAINSCOT SCALE: CHKD: I Iralm in 11 FIELD VERIFY EXISTING DOOR/WINDOW CONDITIONS, VERIFY WITH PT3 PRIME WALLS BEHIND WALL COVERING WITH GARDZ PRIMER BY AND DOORS. PROVIDE 3/4" x 3/4" WOOD TRIM PIECE FOR NOTED JMIII OWNER. CONFIRM TEMPERED GLAZING AT REQUIRED LOCATIONS. 23 GYP. BD. SOFFIT FOR SPRINKLER MAIN. 8'-3" A.F.F. ZINSSER, PER INSTRUCTIONS AND SPECIFICATIONS ISSUED BY WAINSCOT AT ALL OUTSIDE CORNERS. FILE NAME: REV: VERIFY CONDITION IN FIELD. PAINT AS REQ'D. IMAGE CRAFT. PRIMER MAY BE TINTED RED. PL3 WILSONART - GRAPHITE NEBULA 4623-60 - FRONT SERVICE COUNTER TOP, SERVICE COUNTER FASCIA. PL4 WILSONART - DESIGNER WHITE D354-60 - CABINET INTERIORS. A - 3 REVISION # 12" MIN z STRUCTURE - z � 18" MI 00 0 co BRACE WALL TO STRUCTURE ABOVE W/ 2-1/2" 42" GRAB BAR KEY N 0 TES 25 GA METAL STUDS ® 4 -0 BAR JOIST AREA MAX ALTERNATE DIRECTION 60 DIA TURNING AND ANCHORED W/ 2-1/4" FRONT APPROACHES 1 CLEAR GLASS SNEEZE GUARD - SEE DETAIL 9/A-5 FOR MORE INFO. DRYWALL SCREWS. 54" MIN O 3/4" MARINE GRADE PLYWOOD GLUED AND SCREWED TO 3/4" EXTERIOR W ATTACH TO TOP PLATE W/ O z w GRADE PLYWOOD CABINET. 36" MIN Z 2-1/2" STUD SCREW SLIP TRACK 04 �o O EXPOSED COUNTERTOP SURFACES AT BACK COUNTER TO BE PLASTIC o LAMINATE (PL1) AND/OR PENDING CITY REQUIREMENTS, SOLID SURFACING p, LAY-IN CEILING +60 A.F.F. �I ADA SIGNAGE (TBD). H ATTACH TO ABOVE 4 RESTROOM WALL FINISH TO BE (WT1) TO 4'-0" A.F.F., BASE (CB2), AND (PT1) W 2-1/2" STUD SCREWS. O E" ABOVE TILE WAINSCOT. 3 1/2" SOUND BATTS AT HINGE SIDE APPROACHES TOILET ROOM & NEW 3-1/2" METAL STUDS 0 24" O.C. O5 LIQUID SOAP DISPENSER (M4). o DEMISING WALLS W1 5/8" TYPE X GYP. BOARD. p TENANT SIDE ONLY. 36" GRAB BAR 2 MIN z O FROST TOP, SHOWN DASHED FOR CLARITY. 3-1/2" METAL STUDS @ 24 O.C. USE TYPE WR GYP. BEHIND _Z �w W/ 5/8" TYPE X GYP. BD. TILE AND WET AREAS AT WATER CLOSET 18" MI aoo O FORMICA BRITE WHITE #459 (PL4) ON SURFACES INSIDE CABINETS. EACH SIDE. USE TYPE WR 66" X 48" CLEAR SPACE - - 0 � �� GYP. BD. ® WET AREAS. 3 1/2" SOUND BATTS °0 Lo� FULL HEIGHT AT LAVATORY � O COVED QUARRY TILE BASE (CB1), BY OTHERS. � '-' 30" X 48" CLEAR SPACE o CONNECT TO CONCRETE FLOOR •' O 3/4" x 3/4" ALUMINUM ANGLE FASTENED TO THE CABINET WITH COUNTERSINK CONNECT TO CONCRETE FLOOR SCREWS FLUSH WITH THE FACE OF ANGLE. SILICONE SEALER AT ALL E--1 W/ 14" D POWDER ACTUATED RA M ET/ W/ .14" DIA. x 2-1/2" LONG RAMSET/� REFERENCE ONLY. (SEE PLAN FOR EXACT TOILET ROOM LAYOUT) LATCH SIDE APPROACHES EDGES / JOINTS. ��1+ o REDHEAD REDHEAD POWDER ACTUATED FASTENERS -i ® 48 O.C. PER ICBO REPORT #1639 ® 48" O.C. PER ICBO REPORT 1639 10 SILICONE FULL HEIGHT ALUMINUM ANGLE AT ALL OUTSIDE CORNERS, TYP. # 51LICONE SEALER AT ALL EDGES / JOINTS. z TYP. NEW DEMISING WALL SECTION TOIL!T�ROOM H.C. REQUIREMENTS 3 CLEARANCES AT DOORS 1, SCREW AND GLUE COUNTERTOP TO 2-1/4" x 6" HORIZONTAL HEADER BEAM. TYPICAL NEW WALL SECTION 1A 2 SCALE: SCALE: NONE w 0 SCALE: NONE 12 PLASTIC LAMINATE (PL3) AT ALL EXTERIOR CABINET FACES. SCALE: NONE o VERIFY HANDICAPP REQUIREMENTS OF EXISTING TOILET ROOMS 13 3/4" EXTERIOR GRADE PLYWOOD CABINET. d WITH THESE DETAILS; CONTRACTOR TO MODIFY IF REQUIRED. 14 3/4" EXTERIOR GRADE PLYWOOD DOOR, TYP. WITH PLASTIC LAMINATE W (PL1) AT ALL FACES, BLOOM 135 HINGES AT EACH CABINET DOOR, W VERIFY WITH OWNER. VERIFY HANDICAPP REQUIREMENTS OF EXISTING TOILET ROOMS 1 a co WITH THESE DETAILS; CONTRACTOR TO MODIFY IF REQUIRED. 15 L x 1-E FINISH HORIZONTAL MARINE GRADE PLYWOOD MEMBER WITH PLASTIC 1/2" TO 1-3/4" 9 LAMINATE FINISH (PL1) AT ALL EXPOSED FACES. w 1/2" _ 16 PRESSURE TREATED WOOD MEMBERS 5-1/2" HIGH, FASTENED TO EXISTING E- I� � PLASOREQUIREDER FLOOR AS REQUIRED. 17 PROVIDE STAINLESS STL FACE PLATE (FULLY WRAP EDGES OF BLOCKING). .-, 42' INSTALL PRIOR TO SPADEWELL. SEAL ALL SPACES BETWEEN SPADEWELLS 2 31 AND PLATE PER HEALTH DEPARTMENT. " 2 18 1/2" x 4" HIGH MARINE GRADE PLYWOOD BACKSPLASH, COVER WITH (PL1). p o M5 2 -0 GRAB BAR DETAIL 6 19 C.R. LAURENCE WATER CLEAR SILICONE WHERE GLASS MEETS. NO GAP MIRROR 25 PT1 20 BETWEEN PIECES OF GLA55. F cq DASHED LINE INDICATES REQUIRED CLEARANCE OF 54" MIN. 32 20 COUNTERTOP BULLNOSE TO BE RUBBER BUMPER MOULDING 303-1500 (SIZE TO FIT) o ,CQ.., OPTION UNDER FIXTURE \ MANUFACTURED BY OUTWATER PLASTIC INDUSTR!ES. COLOR: BLACK. 3-1/2"x20 GA. MTL. STUDS ENCLOSURE _ 5 ,� 21 BOX OUT OPENING AT BASE CABINET AROUND FLOOR SINK - SEE PLAN m ® 12 O.C. ® ALL WALLS I MIRROR 24 12 MIN 12 MAX 42 MIN 64 PTl 25 49 FOR LOCATIONS. N 20 z 12 22 FLOOR SINK WITH PLASTIC STRAINER BASKET. co � \ O W d v 13 0 EXTEND CERAMIC TILE BASE AND FLOOR TILE AROUND FLOOR SINK AT 44 11 CABINET BASE. W o 0 0 � 24 CABINET BASE. �p r 35 m , x � vJi x 4 9 < E� LL 25 5/8" MOISTURE RESISTANCE GYP. BOARD. E W C7 a PROVIDE FRP ON ALL z Q Z TOE a o X x 37 10i Q EXPOSED SURFACES AT z CLEARANCE I Q _ u- - - - Q z wpo o 26 SPADEWELL UNIT - VERIFY MODEL W/ EQUIPMENT SCHEDULE. p a 0° MOP SINK ENCLOSURE Z ao t. w - ap _ 4 a 7 2 g 27 PROVIDE ADEQUATE BLOCKING To ALIGN REAR OF DIPPING WELL '-' � N 8" z_ M 36 Q, 31 WITH BULLNOSE MOLDING. W 0 C o N MI N 13 4�t 28 3/8" TEMPERED GLASS PANELS, POLISH EXPOSED ENDS ONLY. U �' z Z 1" MI ' MAX. FIXTURE DEPTH 15" MIN. 42" 18" FINISH FLOOR A 29 3/8" TEMPERED GLASS PANELS, BULLNOSE EXPOSED EDGE OF GLASS AND W co SURFACE"MOUNTEDL 24 x 24 MOP SINK----,, FINISH FLOOR r or 38 POLISH EXPOSED EDGES. U 017" MIN. MIN. CLEAR TO 16 ~ E-1 '�" 30 3/8" TEMPERED GLASS VERTICALS AT EACH END, SET IN C.R. LAURENCE �+^� W LEG CLEARANCE FINISH FLOOR LAVATORY OR WALL WATER CLEAR SILICONE OR OPTIONAL C.R. LAURENCE 3/8" U-CHANNEL A ^� cq p 421 8 W/ FACTORY-BAKED BLACK FINISH (NO SUBSTITUTE).ot W d ^ o TYPICAL LAVATORY B TOILET C TYPICAL TOILET 31 PLASTIC LAMINATE (PL3). A 32 C.R. LAURENCE WATER CLEAR SILICONE, CONTINUOUS OR OPTIONAL C.R. a0 F--� � p WATER HEATER ) SIDE ELEVATION ) ROOM ELEVATION ) SIDE ELEVATION LAURENCE 3/8" U-CHANNEL W/ FACTORY-BAKED BLACK FINISH. x d, FRONT COUNTER 33 POLISH THIS EDGE OF VERTICAL GLASS ONLY. a O w �' MOP SINK DETAIL SCALE: ," _ , -0 TOILET ROOM H.C. REQUIREMENTS 0 C 34 COUNTER TOP. 4 SCALE: NONE `� SCALE: NONE z 0 F 35 CONTINUOUS FLOW TYPE DISPENSER. � 30" 36 HOT WATER AND DRAIN PIPES TO BE INSULATED. 37 LEVER TYPE FAUCETS. z 20 2 3 38 TILE BASE (131) CUT TO 6" HIGH, BY OTHERS. m 18 39 WALL. 0 40 ONE VERTICAL SUPPORT 8" FROM WALL 4'-0" APART. q Lo 49 13 41 TWO #2 SPLAY WIRES PERPENDICULAR TO MAIN RUNNER. c 15 29 48 42 TWO #2 SPLAY WIRES AT 12' O.C. EACH WAY. 43 OVER 56# FIXTURE SUPPORT DIRECTLY TO STRUCTURE. GD 44 UNDER 56# FIXTURE PROVIDE (2) #2 SLACK WIRES PLUS ATTACH 4 CORNERS TO GRID. ILL Q 14 19 28 40 - 30 33 45 CLIP 4 CORNERS. F' 81 41 � EXISTING BUILDING STRUCTURE LIGHT FIXTURE OR CEILING DIFFUSER. � 2 � O • �y E"' � .� PA 46 -i 7 32 9+ �'' 47 CROSS TEE: HEAVY-DUTY SYSTEM OF GRID/RUNNERS (FOR INTERMEDIATE- w z O� I d 13 34 5^ �9f (3) SCREWS ® O DUTY SYSTEM ADDITIONAL WIRES NECESSARY TO RUNNERS 3' FROM ALL W Z •-+ O cv EXISTING STRUCTURE FIXTURE CORNERS). ICBO-ES 4071. BLDG. SIDS. 25.2.0 t---1 Z O m c0 E-+ 48 SEISMIC COMPRESSION STRUT: 12'-0" O.C. 1/2" RIGID STEEL CONDUIT V 04 39 O TO BE PLACED OVER VERTICAL WIRE. CUT TUBE TO LENGTH 49 16 LESS THAN OPEN SPACING. (IF REQUIRED BY LOCAL JURISICTION) I SNEEZE GUARD 1/8" 49 LAMINATE THE UNDERSIDE OF THE COUNTERTOP AND CABINET BASE AT THE co 1'-6" FROM EDGE OF COUNTER _ TOE KICK ON THE EMPLOYEE SIDE OF THE FRONT AND BACK COUNTERS. 0 cq 8 6" 22" 50 BOX OUT OPENING AT BASE CABINET AROUND FLOOR SAFE. FINISH WITH (FT3) BACK COUNTER SNEEZE GUARD 42 AND (CB1) - SEE FLOOR PLAN. Py4 H 51 LOW WALL FINISHED WITH (PL2) ON ALL EXPOSED SIDES AND CAPPED WITH 6" I�-1 P4 7 SCALE: 1" = V-0" o SCALE: 1" = 1'-0" p Z BRACE HEADER TO STRUCTURE WIDE BIRCH (OR MAPLE) STAINED (PT2) TO MATCH CHAIR RAIL. CAULK 45^ ABOVE WITH R O x C GA. METAL BETWEEN LOW WALL AND FRONT AND REAR CABINETS. Q+ u z A 47 STUDS AT 48" O.C. MAX. ALTERNATE 2 31 DIRECTION AND ANCHORED W/ 11 20 26 24 23 w Z 3) 2-1 4" DRYWALL SCREWS I c TOP & BOTTOM Z 0 5-1/2" x 25 GA. METAL STUDS m AT 24" O.C. W/ 1/2" GYP. BOARD w w d ti 43 EACH FACE AS SHOWN z 17 - 27 LZ 24 LAY-IN CEILING d 24 45 10 , _ 7 O SOFFIT AS PER PLAN 13 ,�9 12" TYP. CEILING GRID SUSPENSION BOTTOM OF DATE: DRAWN: FOR LAY-IN ACOUSTICAL PANELSimv 11 SCALE: NONE 4scALE 5 C KD: 16 23 12 SOFFIT DETAIL+1�111 FILE NAME: J III 2" 8 FLOOR SINK �I ��ELMOUNTIG ENCL?��RE - PLAN VIW : 1" = SCALE: 1" to Lo REVISION # � � 4 � z vi 0af I W N U WZ Ldn W > O W Q " ZC = Z �-- X - _ L- - r ^ — --- - - - -- - - V O Q --- -- = Z - --- Z r - ( - (� Cam «) K-' FM � • rn z 1000 C � CFM 300 CFM 300 - -- -- ---- - I Lo "VLF l -- w --- - -.- - �- 18/10 - 300 CffM1 -1 —-300 CFM —j 300 — E 1 -f— 04 W�l�l� QQ, O ,y_. -_-- 1 ^ 895 CFM - / 2 VD - - - % Q 0 F� o -- 8 - I ' 6- � - 26/12 VD 22/10 16/10 - VD 1 p/1 VD Z I I w 275 C 1 SD - -- VD - - VD -- p IF �j 3 � I._- _ VD VD - VD _ - -- -- �— Q w r- - - T� T Z _ — - ) - 'n a o (� _ �6 7Q� _ - 100 CFM © 100 CFM _ _ D 12/10 VD / - -� -- - � VD 450 CFM �8 10 4 75 CF 8/10 5 I _ S OOM t M - �- 150 C R ESE Z 7 1 ---- - SD - 1000 CFM `/ CFM 1 11 125 C M 3 5 375 CFM ) 125 -- j - --- 1 8 T ��,, �. � �C 10/4 � p/4 0 HVAC FLOOR PLAN w 1/4" = 1'-O" SPRINKLER LEGEND: ® = NEW RECESSED TYPE PENDENT HEAD = NEW DRY-TYPE PENDENT HEAD AIR BALANCE: OUTSIDE AIR QUANTITY: 0 = REMOVE EXISTING PENDENT HEAD OUTSIDE AIR = 705 CFM • GROSS AREA = 1,400f S.F. RETURN AIR = 2,895 CFM • AT 30 SF/PERSON: SUPPLY AIR = 3,600 CFM 1,400/30 = 47 PEOPLE �y HVAC PLAN LEGEND: • AT 15 CFM/PERSON: w 1 FURNISH AND INSTALL NEW ROOF-MOUNTED, HVAC UNIT ON ROOF ABOVE 47 PEOPLE X 15 = 705 CFM O CEILING AS SHOWN/AS REQUIRED. OUTSIDE AIR = 705 CFM P4 0 a TOILET EXHAUST = (250 CFM) TOTAL OUTSIDE AIR = 705 CFM 2 FURNISH AND INSTALL NEW DUCTWORK ABOVE NEW SUSPENDED CEILING AS OSHOWN/AS O SHOWN AS REQUIRED - TYPICAL. NET POSITIVE = 455 CFM E CD w c� O3 FURNISH AND INSTALL NEW CEILING-MOUNTED SUPPLY AIR DIFFUSER AND ASSOCIATED BRANCH DUCTWORK AS SHOWN/AS REQUIRED - TYPICAL. O4 w FURNISH AND INSTALL NEW CEILING-MOUNTED RETURN AIR GRILLE AND ASSOC- SPRINKLER PLAN LEGEND: IATED BRANCH DUCTWORK AS SHOWN/AS REQUIRED - TYPICAL. � � � � �5 FURNISH AND INSTALL NEW WALL-MOUNTED HVAC THERMOSTAT AND ASSOCIATED f�1 FURNISH AND INSTALL NEW FULLY-RECESSED TYPE PENDENT SPRINKLER En M HEAD IN NEW CEILING. ALTER/EXTEND EXISTING SPRINKLER PIPING ABOVE rw w WIRING. HVAC LEGEND CEILING AS REQUIRED TO SERVE NEW SPRINKLER HEAD TYPICAL. 6 P. FURNISH AND INSTALL NEW CEILING-MOUNTED EXHAUST AIR GRILLE AND ASSOC- Q O IATED BRANCH DUCTWORK AS SHOWN/AS REQUIRED. NEW RIGID GALVANIZED DUCTWORK O2 FURNISH AND INSTALL NEW DRY-TYPE PENDENT SPRINKLER HEAD IN = a CEILING OF NEW COLD BOX. ALTER/EXTEND EXISTING SPRINKLER PIPING p.a o O7 FURNISH AND INSTALL NEW ROOF-MOUNTED EXHAUST FAN ON ROOF ABOVE I I I I I I I NEW FLEXIBLE DUCTWORK ABOVE CEILING AS REQUIRED TO SERVE NEW SPRINKLER HEAD. AS SHOWN/AS REQUIRED. �3 REMOVE EXISTING CEILING-MOUNTED PENDENT TYPE SPRINKLER HEAD. O8FURNISH AND INSTALL NEW DUCT-MOUNTED SMOKE DETECTOR UNIT AS SHOWN/ VD AIR VOLUME DAMPER ALTER/EXTEND EXISTING SPRINKLER PIPING PRESENTLY SERVING THIS AS REQUIRED. SPRINKLER HEAD TO NEW SPRINKLER HEADS AS REQUIRED - TYPICAL. -- SUPPLY AIR DIFFUSER RETURN AIR GRILLE OT 'ti. WALL-MOUNTED THERMOSTAT SD DUCT-MOUNTED SMOKE DETECTOR E- .� cn Q O -- - -- - -- - — - -- - -- -- - - n 0 C� OO ® ( ( - H .� m wo o 3 _ Lo — - _ x � z z c) � z � o o O �— Q W c� ►n co r- F-I 1 _ it— u,:J/ — - - U �0 1 0, n" 'L> �� °��© ��REStROOM REStROOM ��0 to Wco Z O� cv - - -_ - Irim - - -- �n PLASP RIN KL� R FLOORLANDLORD FURNISHED WORK DATE: DRAWN: 1/4" = 1'-0" THE LANDLORD SHALL FURNISH AND INSTALL THE NEW 4 19 05 ROOF-MOUNTED HVAC UNIT INCLUDING ASSOCIATED ROOF SCALE: CHID: >; CURB, AUXILIARY STEEL, GAS PIPING TO UNIT, ETC. THE NOTED J.J.P. CONTRACTOR SHALL FURNISH AND INSTALL ALL NEW FILE NAME: REV: DUCTWORK TO/FROM HVAC UNIT, ETC. 0 n REVISION # 0 ) � U I L1 LLu N W Z Z C014 W Q v I Z X J O � -- F Z -- - - - _ 1 _ U O- - - / �� ter--� El J7"77 _C- C 4 0 Q o n . 15 ICL _ F�1 N 15 1 12 - i Z . . w I 1 I I � WORK AREA _ I � X5 � g � - w1/2 Z X7 14 at X7KIT. o 0 _ - oi� ( GO �1 4�. X4 X4 � I I=REEZER 1 - -ss - - - +- SS -ss �-- l co T 3 E1 E2 3/4„1 1/2,., D Tk HW '*' T HW _ CW .. ICW �i 7 ----.. / " " 3 4 1 ------ 3 SERVICE - 1 7 a �Fill � 2 3 P-- [::+� 2 (�1 3" 6 -- _ � ) RESTROOM RESTROOM M �7 1�1 X1 X2 _ SS V V 10 E6 1„� 1� 0-4 4"J ss- PLUMBING FLOOR PLAN 5d 1/4" = 1'-O" LANDLORD FURNISHED WORK: THE LANDLORD SHALL FURNISH AND INSTALL NEW 1" CW AND 4" SAN. SEWER PIPING INTO SPACE AND CONTRACTOR SHALL EXTEND SAME PIPING �1 TO ALL EQUIPMENT AND FIXTURES AT OUTLINED ON PLUMBING FLOOR PLAN. O W Q u d z o O wNN cn C,2 PLUMBING PLAN LEGEND: PLUMBING GENERAL NOTES: GENERAL NOTES: 1. ENTIRE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH 1. THE BUILDING INCLUDING ADJACENT TENANT SPACES WILL REMAIN OPERATIONAL 17. ANY DEVIATIONS FROM THESE PLANS AND SPECS SHALL BE REQUESTED IN rw � W 1O CONNECT NEW 1" CW PIPING TO EXISTING CW PIPING DOWNSTREAM OF BALL VALVE ALL APPLICABLE STATE AND LOCAL CODES. THROUGH THE COURSE OF THE CONSTRUCTION PROJECT. THE CONTRACTOR WRITING BY THE CONTRACTOR AND REQUIRE A WRITTEN APPROVAL FROM THE P., 9 �Z) AND EXTEND TO NEW FIXTURES AND EQUIPMENT AS SHOWN/AS REQUIRED. LAND- SHALL MAKE EVERY EFFORT TO MINIMIZE DISRUPTIONS TO THE NORMAL DAY- ENGINEER. LORD SHALL INSTALL CW PIPING INTO SPACE AS SHOWN. 2. CHECK/VERIFY ALL DIMENSIONS WITH ARCHITECTURAL PLANS AND TO-DAY OPERATIONS OF THE BUILDING DURING THE COURSE OF THE CON- FIELD MEASUREMENTS PRIOR TO INSTALLING ROUGH PIPING. STRUCTION PROJECT. 18. THE CONTRACTOR SHALL BE RESPON5IBLE FOR MAINTAINING A RECORD SET OF A.. O2 FURNISH AND INSTALL NEW ELECTRIC DOMESTIC WATER HEATER ABOVE CEILING ON "AS-BUILT" DRAWINGS TO BE TURNED OVER TO THE OWNER'S REPRESENTATIVE AUXILIARY STEEL PLATFORM (SEE PIPING DETAIL). 3. PROVIDE DIELECTRIC UNIONS IN PLUMBING SYSTEM BETWEEN PIPING OF 2. CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING HIS BID FOR THE AT THE COMPLETION OF THE PROJECT. THE INFORMATION MUST INCLUDE ANY DISSIMILAR METALS. CONSTRUCTION WORK TO BECOME FULLY AWARE OF ALL EXISTING CONDITIONS VARIATIONS MADE, LOCATIONS OF EQUIPMENT, ROUTING OF NEW PIPING AND O3 RUN NEW DOMESTIC WATER PIPING CONCEALED ABOVE CEILING AS SHOWN/AS THAT COULD AFFECT THE CONTRACTOR'S ABILITY TO COMPLETE HIS WORK. DUCTWORK, CHANGES TO ANY MODEL NUMBERS OF THE SPECIFIED ITEMS AND REQUIRED. 4. PROVIDE ESCUTCHEON PLATES ON ALL EXPOSED PIPING PENETRATIONS ANY OTHER INFORMATION THAT VARIES FROM THE PLANS. O THROUGH FLOORS, CEILINGS, WALLS, ETC. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PIPING SHUTDOWNS, DRAINING 4 FURNISH AND INSTALL NEW GREASE TRAP ON FLOOR ADJACENT TO (3) COMPART- OF PIPING SYSTEMS, REFILLING, TESTING, ETC., OF EXISTING PIPING SYSTEMS AS 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RIGGING OF NEW EQUIPMENT MENT SINK (SEE DETAIL ON DWG. #M-4). 5. PROVIDE AND INSTALL ISOLATION VALVES ON DOMESTIC COLD WATER REQUIRED TO MAKE NEW PIPING CONNECTIONS TO EXISTING SYSTEMS, PIPING AS REQUIRED TO COMPLETE THE PROJECT. CONTRACTOR SHALL COORDINATE 5 SAN, SEWER PIPING (VERIFY EXACT LOCATION IN FIELD) TO BE EXTENDED INTO SPACE AND HOT WATER PIPING CONNECTIONS TO ALL FIXTURES AND EQUIPMENT SHUTDOWNS SHALL BE SCHEDULED THROUGH OWNER'S (REPRESENTATIVE. RIGGING WITH OWNER'S REPRESENTATIVE. O (ANGLE TYPE VALVES ON PLUMBING FIXTURES AND BALL TYPE VALVES ON EQUIPMENT). 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING SIZE AND EXACT 20. ALL NEW PIPING, DUCTWORK, ETC., SHALL BE INSTALLED PLUMB AND BY LANDLORD AS SHOWN. LOCATIONS OF EXISTING PIPING, DUCTWORK, EQUIPMENT, ETC., PRIOR TO PARALLEL WITH WALLS AND CEILINGS TO PRESENT A NEAT AND WORKMANLIKE O6 EXTEND NEW SAN. SEWER PIPING TO NEW FIXTURES AND EQUIPMENT AS SHOWN/AS 6. CONTRACTOR SHALL FLUSH AND SANITIZE ALL DOMESTIC COLD WATER COMMENCING WITH CONSTRUCTION. APPEARANCE. REQUIRED. AND HOT WATER PIPING PER STANDARDS SET FORTH BY LOCAL 7 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING 21. CONTRACTOR SHALL PROVIDE PROOF OF LIABILITY AND PROPERTY INSURANCE OFURNISH AND INSTALL NEW DOMESTIC WATER PIPING DOWN IN WALL TO NEW PLUMBING HYDRAULIC COMPANY. REQUIRED TO COMPLETE HIS WORK. TO THE OWNER. ALL DEDUCTIBLES SHALL BE PAID FOR BY THE CONTRACTOR FIXTURE AS SHOWN/AS REQUIRED. 7. FIELD VERIFY EXACT LOCATIONS AND SIZES OF EXISTING PIPING WHERE IN THE EVENT OF A CLAIM. 8 O FURNISH AND INSTALL NEW CW PIPING DOWN IN WALL AND UNDER COUNTER TO (2) NEW PIPING CONNECTIONS ARE TO BE MADE. FURNISH AND INSTALL 6. ANY/ALL WELDING PERFORMED ON THE PROJECT SHALL. BE DONE BY CERTIFIED NEW SPADE WELLS AND (2) FROST TOP FAUCETS AS SHOWN ND REQUIRED. BALL TYPE VALVES AT ALL POINTS OF CONNECTION BETWEEN NEW AND WELDERS FOR EACH WELDING APPLICATION. PROOF OF CERTIFICATION SHALL 22. CONTRACTOR SHALL WARRANT AND GUARANTEE ALL WORK AND MATERIALS EXISTING PIPING. BE FORWARDED TO OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WITH FOR A PERIOD OF ONE YEAR FROM THE FINAL ACCEPTANCE BY THE OWNER. CONSTRUCTION. O9 FURNISH AND INSTALL NEW FLOOR SINK WITH 3" PIPE OUTLET. CAST INTO FLOOR SLAB 8. ALL PIPE HANGERS UTILIZED FOR HANGING INSULATED PIPING SHALL 23. CONTRACTOR SHALL SUBMIT EIGHT (8) COMPLETE SETS OF SHOP DRAWINGS OF AS SHOWN/AS REQUIRED. HAVE GALVANIZED INSULATION SHIELDS. ALL INSULATION SHIELDS SHALL 7. ALL NEW WORK SHALL BE HUNG AND BRACED FOR SEISMIC REQUIREMENTS ALL NEW EQUIPMENT, MATERIALS, ETC., PROPOSED TO BE UTILIZED ON THIS BE TACK-WELDED TO PIPE HANGERS. IN STRICT CONFORMANCE WITH APPLICABLE SECTIONS OF BOCA BUILDING CODE. PROJECT. SUBMIT SHOP DRAWINGS IN SINGLE BOUND PACKAGE FOR APPROVAL E4 10 FURNISH AND INSTALL VALVED 1/2" CW PIPING DOWN IN WALL TO BATCH FREEZER BY THE ENGINEER PRIOR TO COMMENCING WITH CONSTRUCTION. ^� UNIT. 9. CONTRACTOR SHALL SAFE-OFF ALL NEW PIPING PENETRATIONS THROUGH 8. PROVIDE AND INSTALL ANY/ALL AUXILIARY STEEL REQUIRED FOR HANGING E. � O FIRE-RATED WALLS AND FLOORS WITH APPROVED FIRE CAULK AS REQUIRED AND SUPPORTING NEW EQUIPMENT, DUCTWORK, PIPING, ETC. ALL NEW 24. AT THE CONCLUSION OF CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE A 11 FURNISH AND INSTALL NEW CONDENSATE DRAIN PIPING FROM EVAPORATOR COIL IN TO MAINTAIN FIRE INTEGRITY OF SAME. AUXILIARY STEEL SHALL BE PAINTED (TWO COATS OF ALKYD ENAMEL TO MINIMUM 4 HOURS OF INSTRUCTION TO OWNER'S REPRESENTATIVES TO EACH COLD BOX TO FLOOR SINK AS SHOWN/AS REQUIRED. MATCH ADJACENT SURFACES). DEMONSTRATE OPERATION OF NEW SYSTEMS AND EQUIPMENT. w O Lo NOTE: ELECTRIC TRACE HEAT PIPING RUN WITHIN FREEZER BOX PER EQUIPMENT MAN- 49. MECHANICAL CONTRACTOR SHALL COORDINATE LOCATIONS, DIMENSIONS, 25. AT THE CONCLUSION OF CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE a UFACTURER'S RECOMMENDATIONS. O co ELEVATIONS, ETC., OF NEW EQUIPMENT, DUCTWORK, PIPING, ETC., WITH OTHER THE OWNER WITH THREE (3) BOUND COPIES OF OPERATING AND MAINTENANCE 12 FURNISH AND INSTALL ACCESSIBLE BALL VALVE ON CW PIPING BELOW COUNTERTOP. MANUALS CONTAINING MAINTENANCE INFORMATION, PARTS NUMBERS, ETC., TRADES. � a O FOR ALL NEW EQUIPMENT. F~-1 ►� 13 FURNISH AND INSTALL NEW PIPING CLEAN-OUT AT END OF NEW SAN. SEWER AS 10. CONTRACTOR SHALL MAKE ANY/ALL REQUIRED OFFSETS IN NEW PIPING, SHOWN/AS REQUIRED AT CEILING OF PARKING GARAGE BELOW. DUCTWORK, ETC., TO CLEAR EXISTING OBSTRUCTIONS OR TO MEET FIELD 26. WHERE PRODUCT NAMES ARE SPECIFIED ON THESE CONTRACT BID DOCUMENTS, CONDITIONS. THE CONTRACTOR MAY ELECT TO SUBSTITUTE AN EQUAL PRODUCT FOR x 14 FURNISH AND INSTALL NEW 4" VENT PIPING STACK UP IN WALL, OFFSET, AND RUN REVIEW/APPROVAL BY THE ENGINEER/OWNER'S REPRESENTATIVE. IT IS UP TO O O UP THRU ROOF AS REQUIRED. 11. CONTRACTOR SHALL MAKE EVERY POSSIBLE EFFORT TO KEEP CONSTRUCTION THE ENGINEER/OWNER'S REPRESENTATIVE TO QUALIFY IF THE SUBSTITUTED �-,� E AREA CLEAN AT ALL TIMES AND TO MINIMIZE CONSTRUCTION DIRT AND DUST. PRODUCT IS AN APPROVED EQUAL. N Z 15 INSTALL NEW COLD BOX AIR COOLED CONDENSING UNIT ON ROOF ABOVE (SEE DETAIL C) O 0 12. AT CONCLUSION OF CONSTRUCTION, CONTRACTOR SHALL TEST SYSTEMS 27. CONTRACTOR SHALL PROVIDE SUITABLE ACCESS TO ALL VALVES, DAMPERS, u A (WITNESSED BY OWNER'S REPRESENTATIVE) AND MAKE NECESSARY CONTROL COMPONENTS, ETC., INCLUDING 12 X 12" ACCESS DOORS IN w CQ co Z ON DWG. #M-4). 16 FURNISH AND INSTALL NEW REFRIGERANT PIPING FROM COLD BOX UP THRU ROOF IN ADJUSTMENTS TO SYSTEMS TO INSURE THEY ARE OPERATING PROPERLY. INACCESSIBLE CONSTRUCTION SUCH AS DRYWALL. M I PITCH POCKET TO AIR COOLED CONDENSER ON ROOT ABOVE AS REQUIRED. DO NOT SCALE DRAWINGS FOR DIMENSIONAL PURPOSES ~ W A O PLUMBING LEGEND: 13. PITCH ALL NEW PIPING DOWN IN THE DIRECTION OF FLOW. (EXCEPTION-- 28. . DRAWINGS ARE '� � Z d' SPRINKLER PIPING SHALL BE INSTALLED TOTALLY LEVEL.) DIAGRAMMATIC, CONTRACTOR SHALL DETERMINE ALL PERTINENT DIMENSIONING 1�-1 0 SS SANITARY SEWER PIPING IN FIELD. SHOULD DIMENSIONAL QUESTIONS AND/OR ERRORS ARISE, PLEASE lit o CD CONDENSATE DRAIN PIPING 14. PROVIDE/INSTALL DIELECTRIC PIPE UNIONS IN PIPING SYSTEMS BETWEEN PIPING CONSULT ENGINEER FOR CLARIFICATIONS. OF DISSIMILAR METALS. Il'D CW DOMESTIC COLD WATER PIPING 29. ALL MECHANICAL WORK COMPLETED ON THIS PROJECT SHALL BE DONE IN STRICT Z 15. PROVIDE ESCUTCHEON PLATES ON ALL EXPOSED PIPING PENETRATIONS COMPLIANCE WITH OWNER'S STANDARDS FOR MATERIALS, EQUIPMENT AND IN- co n^ HW DOMESTIC HOT WATER PIPING THROUGH FLOORS, CEILINGS, WALLS, ETC. STALLATION PROCEDURES FOR MECHANICAL CONSTRUCTION PROJECTS. ALL CONSTRUCTION PROCEDURES SHALL BE DONE IN STRICT COMPLIANCE WITH OWNER'S o - - V - PLUMBING VENT PIPING 16. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES, INCLUDING BUT NOT FACILITIES, FIRE, SAFETY AND SECURITY DEPARTMENTS. R REFRIGERANT PIPING LIMITED T0: PERMITS, TESTING, UTILITY COMPANY COSTS, ETC. yr BALL VALVE c� CO PIPING CLEAN-OUT DATE: DRAWN: 4 19 05 D.M.P. FLOOR SINK SCALE: CHI CD: NOTE: DASHED PIPING INDICATES PIPING RUN NOTED J.J.P. FILE NAME: BELOW FLOOR SLAB. M - 2 ri n Lo REVISION # Z (D 0) V 0 1 0)4" VENT STACK LL Lw N I� UP THRU ROOF W (5 w o W J W ¢ v 2 Z �Z 0 of r D J Z lai V � Z Lo LU o 04 I N wo Z Q 0 J 0 2"� 1-1/2"1 _ z N 2 1-1/2"1 1 — V— T �— V Ld 0 V .I. — -- —T Q w r I I I � Z I I I � a w I I I I I I I I � -1/2" I I I � I I I I BATCH FREEZER 3-COMPARTMENT SINK I I ~^ LAVATORY LAVATORY �1 SE3 E3 I X11 I P-2 WATER I P 2 WATER X3 HAND SINK FROM FROM HAND SINK I CLOSET I CLOSET E6 I FROST TOP FROST TOP I P-1 P-1 I I I I X4 X4 I MOP SINK I FROM FROM SPADEWELL TRAP SPADEWELL GREASE X1 I C FINISH FLOOR CO FINISH FLOOR FLOOR � FLOOR FLOOR SINK SINK SINK SS 4 SS `4" RUN NEW 4" SAN. SEWER TO EXISTING � w d C E- SA NI T A RY SEWER 8c VENT PIPING SCHEMATI w 0 N.T.S. Z � � W A P4 1-4a U NEW ELECTRIC WATER f- HEATER ABOVE CEILING ABOVE MOP SINK X2 BALL VALVES 1/2" HW HW HW nG� CW (1 CW CW CW T 3/4") BALL VALVE CONNECT NEW PIPING TO EXISTING VALVED E. G PIPING CONNECTION wwo `° BATCH co X7 X7 FREEZER 3-COMPARTMENT SINK TO FROST TO FROST � 0 t--1 a �' X5 TOP FAUCET TOP FAUCET X11 LAVATORY LAVATORY Lo .� HAND SINK HAND SINK P-2 WATER P-2 WATER ~ a X3 BALL CLOSET ECLOSET x E6 VALVE P-1 P-1 E- z2.4 z � MOP SINK X4 X4 w Z TO TO r� X1 SPADEWELL SPADEWELL FINISH FLOOR ~ E--+ A " FINISH FLOOR O p O P4w co Lo W co z DOMESTIC WATER PIPING SCHEMATIC 7 N.T.S. O C> c� 7 DATE: DRAWN: 4 19 05 D.M.P. SCALE: CHID: yl NOTED J.J.P. FILE NAME: REV: i c� — 3 c� n L REVISION # GENERAL CONSTRUCTION NOTES: HVAC UNIT HVAC-1 SPECIFICATION: MECHANICAL SPECIFICATIONS: AUTOMATIC TEMPERATURE CONTROLS: C� LABOR, ETC. REQUIRED NEW HVAC UNIT SHALL BE ROOF-MOUNTED, GAS-HEAT/ELECTRIC COOLING, 1. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT, LABOR, THE CONTRACTOR SHALL INSTALL A COMPLETE, OPERABLE CONTROL SYSTEM TO 1. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT, ETC., REQUIRED TO COMPLETE THE MECHANICAL WORK AS OUTLINED ATTAIN ALL CONTROL FUNCTIONS OUTLINED/REQUIRED. ( 6 TO COMPLETE THE CONSTRUCTION WORK OUTLINED ON THE CONTRACT DRAWINGS. CARRIER CORP. MODEL NO. 48TM012, 10 TON (NOMINAL) COOLING CAPA- ON CONTRACT DRAWINGS. ALL WORK SHALL BE DONE IN ALL CONSTRUCTION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL CITY, TWIN COMPRESSOR, 2-STAGE NATURAL GAS HEATING (224 MBH), ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL THE ATC SYSTEM SHALL UTILIZE ELECTRIC ACTUATION OF ALL CONTROL VALVES, Ld U N APPLICABLE NATIONAL, STATE, AND LOCAL CODES (LATEST RECOGNIZED EDITIONS) 480 VOLT/3/60 ELECTRICAL, COMPLETE WITH VIBRATION ISOLATOR CURB, CODES (LATEST RECOGNIZED EDITIONS). CONTROL DAMPERS, ETC. THE ATC CONTRACTOR SHALL FURNISH AND INSTALL ALL w Z w i AND LOCAL BUILDING DEPARTMENT AND LOCAL FIRE MARSHAL'S REQUIREMENTS. ECONOMIZER CONTROL, 7-DAY PROGRAMMABLE THERMOSTAT AND LOW REQUIRED WIRING, HARDWARE, ETC., NECESSARY TO PROVIDE A COMPLETE AND OPERABLE > o AMBIENT COMPRESSOR LOCK-OUT. 2. DUCTWORK: ALL NEW DUCTWORK SHALL BE GALVANIZED SHEET METAL CONTROL SYSTEM. W Q 2. THE FIRE INTEGRITY OF ALL FIRE-RATED WALLS SHALL BE MAINTAINED THROUGH- CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH LOW PRESSURE OUT THE CONSTRUCTION AREA (NEW AND EXISTING FIRE-RATED WAILLS). CON- NOTE: DUCT STANDARDS SET FORTH BY SMACNA AND ASHRAE (LATEST THE ATC CONTRACTOR SHALL FURNISH AND INSTALL ALL CONTROL WIRING, ELECTRICAL Z x TRACTOR SHALL SAFE-OFF ALL NEW PENETRATIONS THROUGH FIRE-RATED WALLS NEW CURB, DUCT PVAC IENETRATIONS OF ROOF T SHALL BE MOUNTED OTHRUIBBASEO OFSCURB SHALLOLATOR EDITIONS). ALL JOINTS IN DUCTWORK SHALL BE STANDING SEAM RELAYS, HARDWARE, ANY/ALL CONTROL VOLTAGE TRANSFORMERS, REQUIRED PROGRAMMING, , ^ J Q WITH APPROVED FIRE CAULK. BE THOROUGHLY SEALED WITH SILICONE CAULK AND ENTIRE CURB TYPE OR MECHANICALLY JOINED (EQUAL TO "DUCTMATE" SYSTEM). ETC., REQUIRED TO PROVIDE A COMPLETE AND OPERABLE CONTROLS SYSTEM. v 0 L` NO SLIP AND DRIVE TYPE JOINTS WILL BE PERMITTED. 7 = 3. ALL NEW CONSTRUCTION SHALL BE BRACED AND RESTRAINED FOR SEISMIC REQUIRE- SHALL BE FILLED WITH VERMICULITE. UPON COMPLETION OF ATC SYSTEM INSTALLATION, ATC CONTRACTOR SHALL RUN THROUGH Z ZC7 N Tn MENTS IN STRICT ACCORDANCE WITH SECTIONS OF APPLICABLE CODES AND IN 3. DUCT INSULATION: ALL NEW SUPPLY AIR AND RETURN AIR DUCT- ALL CONTROL SEQUENCES UNDER LOAD CONDITIONS AND THOROUGHLY CALIBRATE ALL ATC V1 STRICT CONFORMANCE OF REQUIREMENTS OF LOCAL BUILDING DEPARTMENT. WORK SHALL BE INSULATED WITH 2" THICK, 3/4 LB. DENSITY, FLEX- CONTROL COMPONENTS. ATC CONTRACTOR SHALL FURNISH A MINIMUM OF FOUR HOURS OF U IBLE FIBERGLASS DUCT WRAP WITH INTEGRAL GLASS FIBER REIN- INSTRUCTION TO OWNER'S MAINTENANCE PERSONNEL. 4. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL EQUIPMENT AND MATERIALS FORCED ALUMINUM FOIL (FRK) VAPOR BARRIER JACKET. Q TO BE UTILIZED ON THE PROJECT WITHIN (15) CALENDAR DAYS FROM RECEIPT PRIOR TO COMMENCING WITH CONSTRUCTION, ATC CONTRACTOR SHALL SUBMIT SIX (6) w N CH OF PURCHASE ORDER. THE CONTRACTOR SHALL BE INVOICED FOR ALL TIME 4. PIPING: SETS OF WORKING SHOP DRAWINGS INCLUDING WIRING DIAGRAMS, HARDWARE CUTS, z M EXPENDED BY THE ENGINEER TO REVIEW/APPROVE SHOP DRAWINGS AFTER THE CONTROL VALVE AND CONTROL DAMPER CUTS, WRITTEN SEQUENCES OF OPERATION, a oCL F� (15) DAYS HAVE EXPIRED. THE ENGINEER SHALL RETURN ALL SHOP' DRAWINGS EXHAUST FAN#EF-1 SPECIFICATION: A. DOMESTIC HOT AND COLD WATER PIPING: SHALL BE TYPE "L" ETC., TO THE OWNER FOR REVIEW/APPROVAL. SAID INFORMATION SHALL BE SUB- Z 'mil+ TO THE CONTRACTOR WITHIN (7) DAYS OF RECEIPT. HARD DRAWN COPPER TUBING, ASTM B88 WITH SWEAT-TYPE MITTED AS ONE COMPLETE PACKAGE. r l NEW EXHAUST FAN SHALL BE ROOF-MOUNTED, DIRECT-DRIVE CENTRIFUGAL, WROUGHT COPPER FITTINGS UTILIZING "LEAD-FREE" SOLDER 5. ALL RFI'S REQUIRED TO COMPLETE THE PROJECT SHALL BE SUBMITTED DIRECTLY RATED FOR 250 CFM ® 1/4" S.P., LOREN COOK MODEL NO. ACE-100C, 1/25 JOINTS. W TO THE ENGINEER IN WRITING AND COPIED TO THE OWNER'S CONSTRUCTION hp, 120 VOLT/1/60 ELECTRICAL, COMPLETE WITH 12" HIGH PRE-FAB ROOF Z Q H O REPRESENTATIVE. THE ENGINEER SHALL RETURN WRITTEN RESPONSES FOR RFI'S CURB, BIRD SCREEN, PRE-WIRED UNIT-MOUNTED DISCONNECT SWITCH AND B. INDIRECT DRAIN PIPING: SHALL BE SAME AS DOMESTIC WATER TO THE CONTRACTOR WITH (7) DAYS OF RECEIPT. ELECTRONIC SPEED CONTROL SWITCH. PIPING. r~rll T � V 6. THE CONTRACTOR SHALL FURNISH TOTALLY COMPLETE, OPERABLE SYSTEMS CONTROL OF EF-1 SHALL BE VIA 24 HOUR WALL-MOUNTED TIME CLOCK TO ��C. REFRIGERANT PIPING: SHALL BE TYPE ACR", ASTM B280, INCLUDING ALL SYSTEM COMPONENTS REQUIRED TO ATTAIN SUCH COMPLETE/ START/STOP FAN. PRE-WASHED HARD DRAWN COPPER TUBING WITH SWEAT TYPE OPERABLE SYSTEMS. THE PRIME CONTRACTOR FOR THE PROJECT SHALL COORD- WROUGHT COPPER FITTINGS UTILIZING BRAZED JOINTS. SEQUENCE OF OPERATION: INATE THE WORK OF ALL SUB-CONTRACTORS TO INSURE THAT ALL SYSTEMS D. WASTE AND VENT PIPING: SHALL BE SERVICE WEIGHT HUBLESS NEW ROOFTOP HVAC UNIT #HVAC-1 SHALL START/STOP BASED ON PROGRAMMABLE WALL- M� ARE COMPLETE AND OPERABLE. MOUNTED THERMOSTAT TIME SCHEDULE. IN OCCUPIED MODE, SUPPLY AIR FAN SHALL START CAST IRON SOIL PIPE, CISPI STANDARD 301, WITH NEOPRENE & RUN CONTINUOUS, MOTOR-OPERATED OUTSIDE AIR DAMPER SHALL OPEN AND COMPRES- 7. ALL SUB-CONTRACTORS WORKING ON THE PROJECT SHALL RETAIN LICENSES GASKETED MECHANICAL JOINTS. SORS AND GAS HEAT SHALL SEQUENCE AS REQUIRED TO MAINTAIN SPACE TEMPERATURE ,� O� APPLICABLE TO WORK FOR WHICH THEY ARE RESPONSIBLE TO COMPLETE. EACH AS SET BY WALL-MOUNTED THERMOSTAT. IN UNOCCUPIED MODE, OUTSIDE AIR DAMPER CONTRACTOR WORKING ON THE PROJECT SHALL FURNISH COPIES OF APPLICABLE E. CONDENSATE DRAIN PIPING: SHALL BE SAME AS DOMESTIC SHALL CLOSE AND SUPPLY AIR FAN SHALL CYCLE UPIOFF AS REQUIRED TO MAINTAIN NIGHT LICENSES TO THE OWNER FOR HIS RECORDS. WATER PIPING. SETBACK TEMPERATURE. DUCT-MOUNTED SMOKE DETECTORS SHALL STOP SUPPLY AIR FAN, rr ll T^ 8. ANY/ALL ROOFING WORK REQUIRED TO COMPLETE THE PROJECT SHALL BE DONE SPRINKLER GENERAL NOTES: 5. PIPE INSULATION: SHALL BE PREFORMED FIBERGLASS PIPE CLOSE OUTSIDE AIR DAMPER AND ANNUNCIATE THRU BUILDING FIRE ALARM SYSTEM UPON V ; BY THE OWNER-APPROVED ROOFING CONTRACTOR AS REQUIRED TO MAINTAIN DETECTION OF SMOKE. PRESENT BONDED ROOF WARRANTY. 1. SPRINKLER SYSTEM INSTALLATION SHALL BE IN ACCORDANCE WITH INSULATING WITH INTEGRAL ALL SERVICE (ASJ) VAPOR BARRIER APPLICABLE STATE AND LOCAL CODES, N.F.P.A. GUIDELINES, INSUR- JACKET AND PVC FITTING JACKETS. INSULATION SHALL BE OF THE ANCE UNDERWRITERS REQUIREMENTS AND LOCAL FIRE MARSHAL'S FOLLOWING THICKNESS: Q REQUIREMENTS. PIPING TYPE THICKNESS 2. SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF ALL SPRINKLER HEADS AND FOR COORDINATION WITH DOMESTIC COLD WATER 1" OTHER TRADES. DOMESTIC HOT WATER 1" 3. CONTRACTOR SHALL COORDINATE PIPING RUN LOCATIONS WITH OTHER TRADES (INCLUDING HVAC, PLUMBING, ELECTRICAL, ETC.). NOTE: ALL NEW PIPE INSULATION SHALL BE LABELED "ASBESTOS-FREE". 4. PROVIDE HOSE-END DRAIN VALVES WITH CAPS AND CHAINS AT REFRIGERANT PIPING SHALL BE INSULATED WITH 3/4" THICK UV- NON-SCALD ANY/ALL LOW POINTS IN SPRINKLER PIPING SYSTEM PER N.F.P.A. RESISTANT ARMAFLEX PIPE INSULATION. CONDENSATE DRAIN PIPING BLENDING VALVE HVAC GENERAL NOTES: GUIDELINES. RUN IN TWO COLD BOXES SHALL BE INSULATED WITH 1" THICK P & T RELIEF 1. SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF ALL 5. CONTRACTOR SHALL SAFE-OFF ALL PIPING PENETRATIONS THROUGH ARMAFLEX. 1 CEILING-MOUNTED DIFFUSERS AND GRILLAGE. FIRE-RATED WALLS AND FLOORS WITH APPROVED FIRE CAULK AS VALVE " REQUIRED TO MAINTAIN FIRE INTEGRITY OF SAME. 6. VALVES: ALL NEW VALVES SHALL BE 200 POUND RATED (OWG). CAST HW 2. PROVIDE AND INSTALL ANY/ALL AUXILIARY STEEL REQUIRED FOR HANGING AND BRONZE COMPOSITION CONSTRUCTION, WITH SWEAT CONNECTION ENDS. SUPPORTING W DUCTWORK, EQUIPMENT, PIPING, ETC. ALL NEW AUXILIARY 6. PROVIDE AUXILIARY STEEL, UNISTRUT, ETC., AS REQUIRED FOR L STEEL SHALL E PAINTED (TWO COATS) TO MATCH ADJACENT SURFACES. HANGING AND ANCHORING SPRINKLER PIPING. PIPING SHALL BE 7. PIPE TESTING: UPON COMPLETION OF PIPING INSTALLATION, ALL CW NE BRACED AND RESTRAINED FOR SEISMIC REQUIREMENTS OF APPLI- PIPING SHALL BE THOROUGHLY FLUSHED OF ALL DIRT AND FOREIGN 1„ c) W Q CD 3. PROVIDE AND INSTALL U.L. LABELED, TYPE "A", 1-1/2 HOUR-RATED FIRE DAMPERS CABLE CODES. MATTER. PIPING SHALL THEN H HYDROSTATICALLY TESTED R' 100 ON ALL DUCTS PENETRATING FIRE-RATED WALLS, FLOORS, CEILING'S, ETC. INSTALL PSIG FOR TWO HOURS. TEST SHALL L WITNESSED BY OWNER'S WITH SLEEVES, ACCESS DOORS, BREAK-AWAY DUCT CONNECTIONS, ETC., IN 7. PROVIDE CHROME-PLATED ESCUTCHEON PLATES ON ALL EXPOSED REPRESENTATIVE. CONTRACTOR SHALL PROVIDE ALL MATERIALS, BALL VALVE (TYPICAL) � '� � ACCORDANCE WITH NFPA-90A AND SMACNA STANDARDS. PIPE PENETRATIONS THROUGH FLOORS, CEILINGS, WALLS, ETC. EQUIPMENT, ETC., REQUIRED TO PERFORM TESTS. O w 3/4"� CHECK VALVE � 4. ALL SEAMS AND JOINTS IN NEW DUCTWORK SHALL BE THOROUGHLY SEALED WITH 8. UPON COMPLETION OF NEW PIPING INSTALLATION, CONTRACTOR 8. AIR BALANCING: UPON COMPLETION OF CONSTRUCTION PROJECT, Z APPROVED, U.L. LISTED, NON-HARDENING DUCT SEALER. SHALL PRESSURE TEST NEW PIPING IN ACCORDANCE WITH N.F.P.A. CONTRACTOR SHALL PROCURE THE SERVICES OF AN INDEPENDENT N.E.B.B.-CERTIFIED AIR BALANCING AGENCY TO SET/ADJUST ALL GUIDELINES. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT W 1AS z 5. NO "BELL-MOUTHS" SHALL BE ALLOWED FOR BRANCH DUCT CONNECTIONS TO NECESSARY TO PERFORM TEST. TEST SHALL BE WITNESSED BY VOLUME DAMPERS SET FAN SPEEDS, ETC.,AIR FLOW RATES AS INDICATED ON CONTRACCT DRAWINGS. AIR BAL- PIPE TO 0 REQUIRED TO ATTAIN v MAIN DUCT TRUNKLINES. OWNER'S REPRESENTATIVE. � Z ANCING AGENCY SHALL BE APPROVED BY OWNER. v 6. PROVIDE/INSTALL APPROVED VOLUME DAMPERS IN ALL BRANCH DUCTS AS REQUIRED 9. CONTRACTOR SHALL BE RESPONSIBLE FOR SHUTTING DOWN, JANITOR SINK HOSE-END PQ TO PROPERLY AIR BALANCE THE HVAC SYSTEM. DRAINING, REFILLING, TESTING, ETC., EXISTING PIPING SYSTEM(S) AS DRAIN VALVE REQUIRED TO MAKE NEW PIPING CONNECTION(S). PIPING SHUTDOWNS O 7. MAXIMUM ALLOWABLE LENGTH OF NEW FLEXIBLE DUCT SHALL BE SIX (6) LINEAL SHALL BE SCHEDULED THROUGH OWNERS REPRESENTATIVE. DOWN FEET IN TOTAL (HORIZONTAL AND VERTICAL TOTAL). TIME SHALL BE KEPT TO A MINIMUM AND SHUTDOWNS SHALL BE DONE ON PRIME TIME (OFF BUILDING HOURS). S. NEW PIPING AND DUCTWORK PENETRATIONS OF FIRE-RATED WALLS SHALL BE SAFED- OFF AND THOROUGHLY SEALED WITH APPROVED FIRE CAULK TO MAINTAIN FIRE INTEGRITY OF SAME. AIR COOLED CONDENSING UNIT 9. CONTRACTOR SHALL FURNISH AND INSTALL NEW SET OF AIR FILTERS IN NEW HVAC UNIT SERVING SPACE. UPON COMPLETION OF CONSTRUCTION PROJECT (PRIOR TO AIR BAL- CONN-FAB SERIES 100 WATER HEATER PIPING DETAIL ANCING). 18" HIGH X 6" WIDE X N.T.S. 10. CONTRACTOR SHALL CHARGE REFRIGERANT PIPING CIRCUIT SERVING NEW HVAC SYSTEM LENGTH OF UNIT PLUS LAG BOLT INTO CURB 2'-0" RAIL-TYPE CURB PER MANUFACTURER'S RECOMMENDATIONS. SPRINKLER SPECIFICATIONS: (TYPICAL OF 2) GALVANIZED FLASHING CAP 1. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT, LABOR, ETC., REQUIRED TO COMPLETE THE SPRINKLER WORK AS OUTLINED ON THE CONTRACT DRAWINGS. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ROOFING FELTS ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES (LATEST FLASHED INTO ROOF RECOGNIZED EDITIONS), APPLICABLE SECTIONS OF NFPA (LATEST RECOGNIZED EDITIONS), AND CLIENT'S INSURANCE UNDERWRITER REQUIREMENTS. r EXISTING ROOF 2. PIPING: ALL NEW SPRINKLER PIPING SHALL BE SCH, 40 BLACK STEEL, II ASTM A135, WITH SCREWED SPRINKLER-PATTERN CAST IRON FITTINGS UP TO/INCLUDING 2" PIPE SIZE AND SCH. 10 BLACK STEEL, ASTM A135, WITH ROLL-GROOVED ENDS AND VICTAULIC MECHANICAL JOINT COUPLINGS PLUMBING FIXTURES: AND FITTINGS FOR PIPE SIZES 2-1/2" AND ABOVE. SPRINKL ER I ALL NEW SPRINKLER HEADS SHALL BE FUSIBLE-LINK AIR COOLED CONDENSER DETAIL E � O'er 1. WATER CLOSET - H/C (P-1): SHALL BE ADA-COMPLIANT AMERICAN STANDARD "CADET" MODEL NO. 2998.012, VITREOUS CHINA, FLOOR-SET, ELONGATED TYPE, 175 PSIG WORKING PRESSURE, WITH U.L./F.M. LABELS, OF APPROP- Z ,--i BOWL, TANK-TYPE, 18" HIGH, 1.6 GALLON WATER-SAVER FLUSH, COMPLETE RIATE TEMPERATURE RATING. PENDENT TYPE HEADS SHALL BE FULLY- N.T.S. O RECESSED TYPE WITH OFF-WHITE BAKED ENAMEL FINISH FLUSH CEILING I-I � Z � O� WITH SOLID PLASTIC OPEN FRONT SEAT LESS COVER AND BOLT CAPS. PLATE. NOTE: • �J, W O � CO RD REFRIGERANT PIPING TO/FROM AIR COOLED CONDENSING UNIT GREASE TRAP SHALL BE ZURN MODEL a � O 2. LAVATORY - H/C (P-2): SHALL BE ADA-COMPLIANT AMERICAN STANDARD 4, IN UPON COMPLETION OF NEW PIPING INSTALLATION, CONTRACTOR SHALL RUN UP THRU ROOF IN PIPING PITCH POCKET "DECLYN" MODEL NO. 0321.026, VITREOUS CHINA, WALL-HUNG 19 X 17" SIZE, SHALL PRESSURE TEST NEW PIPING IN STRICT ACCORDANCE WITH NFPA GT2700-20 RATED AT 20 GPM, 40 b co COMPLETE WITH SYMMONS MODEL S-90 ADA-COMPLIANT SINGLE HANDLE GUIDELINES. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT NECESSARY LBS GREASE CAPACITY COMPLETE 1 0 ^ � O FAUCET, FIXED GRID STRAINER UNIT, TAIL PIECE, P-TRAP, ANGLE STOPS, TO PERFORM PRESSURE TEST. TEST SHALL BE WITNESSED BY OWNER'S WITH VENTED FLOW CONTROL FITTING w COMPARTMENT FLEXIBLE SUPPLIES AND WALL HANGER UNIT. REPRESENTATIVE. CONTRACTOR SHALL PROVIDE OWNER WITH THREE SINK C) NK (X3) O COPIES OF CERTIFIED TEST RESULTS. S I x 2" VENT UP IN WALL E1 i FIXTURE & EQUIPMENT ROUGH INS (GRILLAGE SCHEDULE � z i�i 0 �00 N0. FIXTURE WASTE VENT CW HW IW NO. CFM NECK FACE CEILING TYPE MFG. & MODEL NO. NEW GREASE TRAP UNIT C) a co X1 MOP SINK 3" 1-1/2" 1/2" 1/2" - OA 100-125 8"� 15 X 15" CUT-IN SUPPLY TITUS #TDC-A ^ co W 3-COMPARTMENT SINK 3" 2" 3/4" 3/4" - Z X3 OB 275-300 10"0 18 X 18" CUT-IN SUPPLY TITUS #TDC-A GREASE COLLECTION ` 3" l 2" C�2 C' X5 HAND SINK 1-1/2" 1-1/2" 1/2" 1/2" - CONTAINER TL T kE6 HAND SINK 1-1/2" 1-1/2" 1/2" 1/2" - OC 375-450 12"0 18 X 18" CUT-IN SUPPLY TITUS #TDC-A FLOOR SPADE WELL - - 1/4" - 1" OD 125 10 X 10" - CUT-IN EXHAUST TITUS #350RL 3" WASTE TO EXISTING "' FROST TOP FAUCET - - 1/4„ - E 895-1000 24 X 24" - LAY-IN JRETURN TITUS #350RL BELOW FLOOR WASTE PIPINGti c �' BATCH FREEZER - - (2) 1/2"FROST TOP - - - NOTES:WATER CLOSET - H/C 4" 1-1/2 1/2" - = DATE: DRA�PN: 1-1 2" 1 2" 1/2" 1. ALL NEW GRILLAGE SHALL HAVE OFF-WHITE BAKED ENAMEL FINISH. GREASE TRAP PIPING DETAIL 4 19 05 D.M.P. LAVATORY - H/C 1-1/2 / / 2. ALL GRILLAGE SHALL NEW GRILLAGE SHALL HAVE AIR VOLUME DAMPER IN BRANCH N.T.S. SCALE: CHKD: NOTED DUCT SERVING RESPECTIVE GRILLAGE. FILE NAME: REV: > NOTES: 3. ALL NEW GRILLAGE SHALL BE ALL ALUMINUM CONSTRUCTION. 01. SEE ARCHITECTURAL DRAWINGS FOR NEW FIXTURE MOUNTING HEIGHTS. 2. FURNISH AND INSTALL BALL VALVES ON CW & HW PIPING CONNECTIONS TO ALL EQUIPMENT M - 4 n REVISION # � CL 't 't Z � rn � 0 I 1..` W O N WZ_ z ^ W `5 Ld ' 04 04 W Q 2 CD I Z "_ x r j O Of � z -- - -_ ---- W U N 6 L6 0) -. ❑ -- -- rn -_ L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 - - - - "N N L1 L1 L1 --_ _� L1 w z r� L4 L4 L18/8 1 _ ® L1B/20 O Y L7CL _j L4 L1 B/6 -. 10 L1 _ L1 - -� z .� - - L2 L2 L4 — - _ - t_2 t2 2 L2 M2 L1 B/3 p I L6 RK ,4RE,4I L1 -_ L1 L1 � L1 __L1 VIA TIMER Q w L1 A 11 WO L9 __ - - — L7 � O _ _ -� RE$TROOM RESTROOM — -- -- - — LI L8 L2 L2 L2 L2 L2 L2 rrTT L1 B 2 i, � LS L1 L5 L1 / - -- 5ERVfGE TO STORE FRONT - L4 � � � -_- L] � � � SIGN. VERIFY LOCATION � - L1B/4 —L4 -- - -- - T--- L3 L3 L1 L1 OF SWITCH AND --I SIGN IN FIELD. J L1 B/12 L6 L6 L6 L L1 B/10El - - - - - 11.4 LIGHTING FLOOR PLAN 1/4" = 1 -0 ELECTRICAL DEMOLITION GENERAL NOTES LIGHT FIXTURE SCHEDULE 1. ELECTRICAL DEMOLITION DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL 10. RELOCATE OR REMOVE ALL ELECTRICAL DEVICES IN ACCORDANCE WITH NEC. WHEN TYPE MANUFACTURER CATALOG NUMBER DESCRIPTION LAMPS VOLTAGE MOUNTING INTENT AND SCOPE. DURING FIELD INVESTIGATION, SOME EXISTING ELECTRICAL RELOCATION OR REMOVAL OF AN ELECTRICAL DEVICE INTERRUPTS THE CONTINUITY L1 LSI 206VCFL-142W TRIPLE TRIPPLE TUBE COMPACT FLUORESCENT DOWN LIGHT W/ LOW (1) 42W TT 120 RECESSED DEVICES MAY NOT HAVE BEEN LOCATED DUE TO UNMOVABLE FURNITURE AND/OR OF A CIRCUIT, REROUTE/MODIFY THESE CIRCUITS AS REQUIRED TO MAINTAIN CIRCUIT UNIV-CLBK-DGCF-CLIP IRREDESCENT ANODIZED FINISH - BLACK TRIM FLANGE AND CONTINUITY. WHEN CIRCUITS ARE INTERRUPTED BY THE REMOVAL OF A cp EQUIPMENT LOCATED AGAINST WALLS. THE ELECTRICAL CONTRACTOR SHALL VERIFY DROP GLASS CENTER FROSTED - SUITABLE FOR DAMP LOCATIONS qq QUANTITIES AND SCOPE OF DEMOLITION WORK IN THE FIELD AND SHALL PR OVIDE PANELBOARD. THE CONTRACTOR SHALL REWIRE DEVICES TO THE NEAREST LSI 206HCFL-142W TRIPLE TRIPPLE TUBE COMPACT FLUORESCENT DOWN LIGHT W/ SPUN (1) 42W TT 120 RECESSED w � o LABOR AND EQUIPMENT TO COMPLETE WORK AS REQUIRED. REMOVE ALL PANELBOARD OF SAME VOLTAGE REQUIREMENTS WITH AVAIILABLE SPACE. FURNISH L2 UNIV-W-CL-CLIP ALUMINUM PAINTED WHITE FINISH - WHITE TRIM FLANGE AND a ELECTRICAL DEVICES IN/ON WALLS BEING REMOVED DURING DEMOLITION IN THEIR AND INSTALL NEW CIRCUIT BREAKERS OR UTILIZE SPARE CIRCUIT BREAKERS AS CLEAR ACRYLIC LENS - SUITABLE FOR DAMP LOCATIONS ENTIRETY BACK TO SOURCE. REQUIRED. LSI 206HBLWW-226W QUAD 6" HORIZONTAL FLOURESCENT WALL WASH WITH BENT LENSE - (2) 26W QUAD 120 RECESSED w L3 UNIV-ACD-NB-W/CLIP REFLECTOR W/ WHITE REGRESSED SPALY AND LINEAR SPREAD LENS 2. REMOVE ALL JUNCTION BOXES, BACK BOXES, COVER PLATES, WIRING, AND CONDUIT 11. WHERE REMOVAL OR RELOCATION OF EXISTING CONDUIT PASSES THROUGH WALLS, SPUN ALUMINUM REFLECTOR W/ LOW IRIDESCENT ALZAK Z IN ITS ENTIRETY BACK TO SOURCE, ASSOCIATED WITH ALL ELECTRICAL, THE OPENINGS SHALL BE PATCHED, SEALED, AND PAINTED TO MATCH THE SURROUNDING WALL. WHERE REMOVAL OR RELOCATION OF EXISTING CONDUIT L4 LSI TG-2X4-432W T8- 2 X 4 FLUORESCENT TROFFER WITH LOW BRIGHTNESS ACRYLIC (4) F32W T8 120 RECESSED w � z COMMUNICATION, FIRE ALARM DEVICES, AND LIGHTING REMOVED DURING DEMOLITION, PASSES THROUGH FLOOR, THE OPENINGS SHALL BE PATCHED AND SEALED TO LBA-UNIV DIFFUSER WITH T8 LAMPS AND ELECTRONIC BALLAST UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. MATCH SURROUNDING FLOOR. CONSULT ARCHITECT ON LOCATIONS AND MATERIALS SUITABLE FOR DAMP LOCATIONS. Z REMOVE ALL ELECTRICAL CONTROLS, DISCONNECT SWITCHES, JUNCTION/BACK BOXES, REQUIRED. LSI 78-11-1/2"-4'- 1 X 4 SURFACE MOUNTED FLUORESCENT WITH WRAP AROUND ACRYLIC (2) F32W T8 120 SURFACE O 3. L5 WIRING, AND CONDUIT ASSOCIATED WITH MECHANICAL/PLUMBING EQUIPMENT BEING 12. ELECTRICAL CONTRACTOR SHALL SEAL ALL ELECTRICAL PENETRATIONS THROUGH 232W T8-UNIV PRISMATIC LENS, T8 LAMPS AND ELECTRONIC BALLAST, UL LISTED -4 REMOVED IN THIS PROJECT. (SEE MECHANICAL DEMOLITION CONTRACT DOCUMENTS) FIRE RATED PARTITIONS, INCLUDING THOSE LEFT DUE TO REMOVAL OF DEVICES OR SUITABLE FOR DAMP LOCATIONS WITH FIRE RATED MATERIAL EQUAL TO DOW CORNING LSI EM-B-120 SELF-CONTAINED DUAL HEADED EMERGENCY LIGHTING UNIT, WITH (2) 5.4W 120 UNIVERSAL 0 E- CONDUIT DURING DEMOLITION, L6 4. ALL SALVAGEABLE EQUIPMENT REMOVED SHALL BECOME PROPERTY OF THE OWNER SILICONE RTV FOAM AS A MINIMUM. MATERIAL SELECTION SHALL BE BASED ON LEAD CALCIUM MAINTENANCE FREE BATTERY, TEST SWITCH INCLUDED Q AND SHALL BE STORED ON SITE AS DIRECTED. ALL MATERIALS CONSIDERED RATING OF PARTITION PENETRATED. per, a NON-SALVAGEABLE BY THE OWNER SHALL BE REMOVED FROM SITE IN ITS ENTIRETY L7 LSI EX-2-R-B-120 SINGLE/DOUBLE FACIE EXIT SIGNAGE - BLACK INJECTION MOLDED- LED 120 UNIVERSAL Q AND DISPOSED OF BY THE ELECTRICAL CONTRACTOR IN ACCORDANCE WITH ALL 13. FURNISH AND INSTALL KNOCKOUT COVERS OR PLUGS ON ALL EXISTING PANELS, HIGH IMPACT HOUSING WITH RED LED - NICAD BATTERY BACKUP APPLICABLE LAWS. EQUIPMENT, AND OUTLET BOX OPENINGS CREATED BY THE REMOVAL OR RELOCATION EXIT SIGN SHALL COMPLY WITH NFPA 101-5-10 IN ALL REGARDS OF EXISTING RACEWAYS. INCLUDING DIRECTIONAL "CHEVRON" TYPE INDICATOR 5. THE OWNER IS RESPONSIBLE FOR THE REMOVAL OR ABATEMENT OF ANY AND ALL LSI 78-11-1/2"-4'- 1 X 4 SURFACE MOUNTED FLUORESCENT WITH ACRYLIC PRISMATIC (2) F32W T8 120 SURFACE ASBESTOS-LADEN MATERIALS PRIOR TO THE CONTRACTOR COMMENCING WITH HIS 14. DISCONNECT AND REMOVE ALL BALLASTS FROM FLUORESCENT LIGHT FIXTURES THAT Lg 232 T8-UNIV LENS, T8 LAMPS AND ELECTRONIC BALLAST. TI LISTED WORK. HOWEVER, IF THE CONTRACTOR SHOULD ENCOUNTER ANY MATERIALS WHICH DO NOT HAVE LABELS STATING "BALLAST DOES NOT CONTAIN PCBs" OR SIMILAR APPROPRIATE FOR COOLER/FREEZER INSTALLATION HE SUSPECTS TO BE LADEN WITH ASBESTOS, HE SHALL CEASE WORK AT ONCE AND LABEL (BALLAST MAY CONTAIN PCBs). PLACE PCB BALLASTS IN D.O.T. APPROVED REPORT HIS FINDINGS TO THE OWNER'S REPRESENTATIVE. CONTAINERS. PROPERLY DISPOSE OF CONTAINERS WITH A FEDERALLY APPROVED L9 INTERMATIC T103 TIMER FOR SIGNAGE N/A 120 SURFACE DISPOSAL CONTRACTOR. DISPOSAL SHALL INVOLVE SEGREGA11ON OF COMPONENTS 6. ANY/ALL ELECTRICAL SHUTDOWNS REQUIRED TO COMPLETE THE DEMOLITION WORK FOR RECYCLING AND INCINERATION OF PCB CONTENTS. ALL DISPOSAL OUTLINED ON THESE DRAWINGS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. DOCUMENTATION SHALL BE PROVIDED TO THE OWNER UPON COMPLETION OF THE M2 CUSTOM - 24" WINDOW LIGHT BOX INCLUDED 120 SURFACE SHUTDOWNS SHALL BE COORDINATED THROUGH OWNER'S REPRESENTATIVE. PROJECT. CONTRACTOR SHALL MAINTAIN AN OWNER APPROVED LOG SHEET FOR EACH DRUM. 7. BEFORE COMMENCING WITH WORK, CONTRACTOR SHALL INSPECT THE PROJECT SITE. DETERMINE THE CONDITIIONS UNDER WHICH DEMOLITION IS TO BE ACCOMPLISHED 15. REMOVE ALL MERCURY-CONTAINING LAMPS, DO NOT BREAK OR CRUSH. RETAIN NOTES: REMARKS: ALONG WITH KIND AND AMOUNT OF MATERIALS BEING REMOVED. IF ANY LATENT SERVICES OF A STATE APPROVED LAMP RECYCLING FACILIITY ABLE TO ACCEPT HAZARDOUS MATERIALS ARE NOTICED OR SUSPECTED, CONTRACTOR SHALL NOTIFY WASTE D009. COORDINATE PACKAGING REQUIRED AND PACKAGE, SECURE, AND 1. FURNISH AND INSTALL ALL LAMPS AS INDICATED FOR ALL LIGHTING FIXTURES. TYPE "L8" FIXTURES SHALL BE FURNISHED BY WALK COOLER/FREEZER OWNER IMMEDIATELY AND WAIT FOR FURTHER INSTRUCTIONS BEFORE DELIVER LAMPS AS REQUIRED BY THE SELECTED RECYCLING FACILITY TO INSURE FURNISH 10% SPARE LAMPS FOR ALL TYPES USED. MINIMUM OF (10) FOR EACH EQUIPMENT MANUFACTURER AND INSTALLED BY ELECTRICAL CONTRACTOR INSIDE OF STARTING/RESTARTING .ANY WORK IN PROJECT AREA. THE OWNER IS RESPONSIBLE MINIMUM LAMP BREAKAGE. MINIMUM OF 95% OF LAMP MATERIAL MUST BE SHIPPED LAMP TYPE. WALK UTILIZING INTERIOR INCANDESCENT LIGHT SOCKET AS POINT CONNEECTIOCTIO FOR THE REMOVAL OR ABATEMENT OF ANY/ALL ASBESTOS-LADEN MATERIALS PRIOR INTACT. CONTRACTOR MUST COMPLY WITH ALL REPORTING AND PAPERWORK N FOR THE TYPE "L8" FIXTURE SO THAT CONTROLLED FROM SAME SWITCH. COORDINATE EXACT MOUNTING HEIGHTS AND LOCATIONS FOR ALL WALL MOUNTED TO THE CONTRACTOR COMMENCING WITH HIS WORK. REQUIREMENTS OF STATE LAWS REGARDING THE HANDLING, TRANSPORTATION, AND 2. DISPOSITION OF HAZARDOUS WASTE. INCLUDING BUT NOT LIMITED TO FILING THE FIXTURES WITH ARCHITECTURAL DRAWINGS. TYPE "L9" TIMER SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. 8. TEMPORARILY RELOCATE ELECTRICAL EQUIPMENT AS REQUIRED TO ACCOMMODATE REQUIRED PAPERWORK AND MANIFEST WITH THE STATE AIND OWNERS AS REQUIRED ALL LIGHT FIXTURES, OTHER THAN ABOVE MENTIONED, SHALL BE FURNISHED BY THE CONSTRUCTION SCHEDULE. ALL AREAS NOT UNDER CONSTRUCTION MUST BE BY LAW. ALL DISPOSAL DOCUMENTATION SHALL BE PROVIDED TO THE OWNER UPON OWNER AND INSTALLED BY ELECTRICAL CONTRACTOR. KEPT OPERATIONAL DURING CONSTRUCTION. TO ACCOMPLISH THIS, PROVIDE THE COMPLETION OF THE PROJECT. 0 NECESSARY TEMPORARY ELECTRICAL SERVICES. REMOVE TEMPORARY DEVICES UPON TYPE "M2" FURNISHED BY OWNER, INSTALLED BY GENERAL CONTRACTOR, AND WIRED V� _4 COMPLETION OF CONSTRUCTION. BY ELECTRICAL CONTRACTOR. F+� z 4 9. CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND LIGHTING AS REQUIRED H W U) Z DURING THE ENTIRE DURATION OF CONSTRUCTION. THE CONTRACTOR SHALL REMOVE ALL TEMPORARY POWER AND LIGHTING UPON COMPLETION OF THE PROJECT. a W COO P-4 x F~-1 F+i G� N z z o A � w co `—' � z � 0 xw � DRAWING LEGEND � w co cq 1 REMOVE ANY/ALL LIGHTING, EMERGENCY LIGHTING, SWITCHING, RECEPTACLES, DATA/COMM DEVICES, ETC. AND ALL ASSOCIATED CONDUIT AND WIRING n BACK TO SOURCE - TYPICAL. r; DATE: DRAWN: DRAWING NOTES 4 19 05 T.J.P. SCALE: CHKD: 1. REFER TO DRAWING E-2 FOR GENERAL ELECTRICAL NOTES AND NOTED J.J.P. SPECIFICATIONS. FILE NAME: REV: 2. REFER TO DRAWING E-3 FOR PANELBOARD SCHEDULE, ELECTRICAL RISER DIAGRAM & SYMBOLS LEGEND. o r; c_) ri L In Lo REVISION # � cl: � ' 0 O) V) I `W U N W Z z rj W " LU ' O W Q " S C' _ I Z � x L1 A/41 J O LL_ 5 z - - — Z Z -- -- - -. _ - �1 - - L1A/27,29 f rn IG I IG A/15,17 LlA/24, 6 [ -i N - - Lo J Lu- LO Y a E11 `.�/ —�- �-- -- Z i Q-1 E4 �J - WORK AREA L1 A/30 Q N L1 A/39' A2 L1 A/37 - - L1 A/7 L1 A/B - F % z 1 1 OD I L1A/6 - L1A/19,21 CFA CFA o ` —— L1 A/22 AND � I �,� i i � IG � Uzi 0 CL L1 B/1 -- - -- _ _ ) � 0 — - - _ Hvac-1 I L1 A/2 � 71—P-121 C� E3 E3 ' � 1� F I L C, FI/UC O I/UC CFA L1B/22 VIA CFA L J L1A 00 I I k - _ -- = J TIME CLOCK 1+1 �,-- ❑ 1 I L1 A/1 F F 14,1ui 6,18 7v� L1 B E1 E2 1 A s E6 E5 -- --J S D E7 E15 E7 SERVICE E11 RESTROOM L P Q L RESTROOM / Et 6 - _ E14 E10 PE9 El L1 A/34 L1 B/5 E8 L1 B/13 �1 L1 A/13 �- I I L1 A/23,25 3 5 E12 L1 B/7 TELE/- _ - - �$ - - L1 A/32 - FRZ REF ACKBOARD FI EF-1 GFl GFI GFI CFI EV' I GFI C GFI uC GFI G I WATER HEATER—,, EV P. GFI _ - —_ -_ .— GFI GFI U LOCATED ABOVE WH IG � 0 L1 B/9,11 HUNG CEILING Ili `./ - L1 A/36 L1 A/18 L1 A/4 - ^ L1 A/5 L1 A/20 L1 A/10 L1 A/12 L1 A/14 L1 A/16 0.4 L1A/28 L1A/31,33,35 �7.� ELECTRICAL FLOOR PLAN. 1/4" = 1'-0" GENERAL ELECTRICAL NOTES GENERAL ELECTRICAL SPECIFICATIONS EQUIPMENT FEEDER SCHEDULE 1. THESE DRAWINGS ARE INTENDED TO OUTLINE THE PROJECT SCOPE OF WORK. THE 16. PRODUCTS SPECIFIED ON THESE DRAWINGS MAY BE SUBSTITUTED ONLY WITH 1. ALL WIRE SHALL BE 600v RATED COPPER. WIRE SIZE #14 THRU #3/0 SHALL BE EQUIP. EQUIPMENT VOLTAGE/ DISCONNECT CIRCUIT PANEL REMARKS ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL DEVICES, BACK BOXES, WRITTEN APPROVAL FROM THE ENGINEER IN ACCORDANCE WITH THE INVITATION TO DUAL RATED TYPE THHN/THWN, #4/0 AND LARGER SHALL BE TYPE THHN/THWN OR QUANT. AMPS FEEDER MEANS BREAKER EQUIPMENT, ACCESSORIES, MOUNTING HARDWARE, CIRCUIT BREAKERS, CONDUIT, BID AND ADDITIONAL PROVISIONS/SCOPE OF WORK INCLUDED WITHIN THE BID XHHW. WIRE SIZE #14 THRU #10 SHALL BE SOLID, #8 AND LARGER SHALL BE I.D. NAME PHASE HAVE BEEN SUBSTITUTED, THE CONTRACTOR SHALL STRANDED. ALL CONTROL WIRING SHALL BE A MINIMUM OF OF TWO (2) #14's. WALK-IN COOLER 1 208V, 10 7.7 (2) #10, (1) #10 GND. 30A, 2P, 240V 20A, 2P LTA O O W WIRE, CABLE, ETC. AS NECESSARY TO SATISFACTORILY COMPLETE THE PROJECT AS DOCUMENTS. WHERE ITEMS E1 OUTLINED ON THE ELECTRICAL DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. BEAR THE RESPONSIBILITY FOR ANY AND ALL DIMENSIONS. ALL HOMERUNS IN EXCESS OF 100' FROM SOURCE SHALL BE A MINIMUM OF THREE CONDENSING UNIT IN 3/4" CONDUIT NEMA 3R (3) #10'S. ALL OTHER WIRING SHALL BE A MINIMUM OF THREE (3) #12's. I AL WORK SHALL BE PERFORMED IN COMPLIANCE WITH THE NATIONAL 17. WHEN MORE THAN TWO SUBMITTALS ARE MADE FOR THE SAME ITEM OR TIME IS COOLER EVAPORATOR 1 120V, 10 2.5 (2) #10, (1) #10 GND. SINGLE POLE SWITCH 2OA, 1P L1A 3 5 CD 2. ALL ELECTRICAL ELECTRICAL CODE, ALL STATE AND LOCAL BUILDING CODES, AND ALL OTHER REQUIRED BY THE ENGINEER TO INVESTIGATE PROPOSED SUBSTITUTIONS, THE 2. ALL CURRENT CARRYING MATERIAL USED SHALL BE COPPER, INCLUDING IN 3/4" CONDUIT cn � w APPLICABLE CODES IN EFFECT. CONTRACTOR WILL BE RESPONSIBLE FOR ADDITIONAL FEES TO THE ENGINEER FOR PANELBOARD BUS MATERIALS AND TRANSFORMER WINDINGS. WALK-IN FREEZER 1 208V, 10 7.7CD PROCESSING THESE SUBMITTALS OR INVESTIGATING THESE PROPOSED E2 CONDENSING UNIT IN 3/4"(2) /4" (1) UI GND. 30A, 2P, 240V 20A, 2P LTA O U z 3. ALL ELECTRICAL WORK COMPLETED ON THIS PROJECT SHALL BE DONE IN STRICT SUBSTITUTIONS. THE ENGINEER WILL BILL THE OWNER FOR THESE ADDITIONAL FEES. 3. ALL NEW RACEWAY SHALL BE METALLIC OF SIZE AS NOTED ON THE DRAWINGS OR CONDUIT _ NEMA 3R THE OWNER WILL BACK-CHARGE THESE ADDITIONAL FEES TO THE CONTRACTOR. AS DICTATED BY THE CODES IN EFFECT. THE CONTRACTOR MAY CHOOSE TO FREEZER EVAPORATOR 1 COMPLIANCE WITH OWNER'S STANDARDS FOR EQUIPMENT, MATERIALS, AND 120V, 10 2.5 (2) #10, (1) #10 GND. SINGLE POLE SWITCH 2OA, 1P LTA 3 5 w Z INSTALLATION PROCEDURES FOR ELECTRICAL CONSTRUCTION PROJECTS. ALL INCREASE THE SIZE OF THE RACEWAY AT HIS DISCRETION BUT WITH NO ADDITIONAL IN 3/4" CONDUIT CONSTRUCTION PROCEDURES SHALL BE DONE IN STRICT COMPLIANCE WITH OWNER'S 18. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A RECORD SET OF COST TO THE OWNER. WHERE NOT SUSCEPTIBLE TO PHYSICAL DAMAGE, THE U Z FACILITIES, FIRE, SAFETY, AND SECURITY DEPARTMENTS. AS-BUILT DRAWINGS TO BE TURNED OVER TO OWNER'S REPRESENTATIVE AT THE CONTRACTOR MAY CHOOSE TO RUN MC TYPE ARMORED CABLE CONCEALED IN FROST TOP 2 120V, 10 9.8 ea. (2) #12, (1) #12 GND. NEMA 5-20R ea. 20A, 1P ea. LTA O Cw.) O COMPLETION OF THE PROJECT. INFORMATION MUST INCLUDE ANY VARIATIONS WALLS AND CEILINGS FOR BRANCH CIRCUITS, NO MORE THAN 12' TO A E3 IN 3/4" CONDUIT GFI '-' x 4. THE BUILDING WILL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF THE MADE, LOCATIONS OF CIRCUITING, CHANGES TO ANY MODEL NUMBERS OF SPECIFIED RECEPTACLE, 6' TO A LIGHT FIXTURE. EMT MAY BE USED FOR EXPOSED BRANCH ^� CONSTRUCTION PROJECT. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO ITEMS, AND ANY OTHER INFORMATION THAT VARIES FROM THE PLANS. CIRCUITS. MINIMUM CONDUIT SIZE SHALL BE 3/4". THE CONTRACTOR MAY E4 DIPPING CABINET 1 208V, 10 10.0 (2) /4" (1) #12 GND. NEMA 6-20R 20A, 2P L1A O w MINIMIZE DISRUPTIONS TO THE NORMAL DAY TO DAY OPERATIONS OF THE BUILDING CONTRACTOR SHALL ALSO PROVDE THE OWNER WITH (3) BOUND COPIES OF CHOOSE TO RUN ARMORED FIRE ALARM/CONTROL CABLE AS MANUFACTURED BY IN 3/4" CONDUIT DURING THE COURSE OF THE CONSTRUCTION PERIOD. ALL SYSTEMS SHUT DOWN OPERATING AND MAINTENANCE MANUALS CONTAINING MAINTENANCE INFORMATION, AFC CABLE SYSTEMS OR EQUAL WHERE CONCEALED IN WALLS OR ABOVE CEILINGS. HARDENING CABINET 1 208V, 10 11.5 (2) #12, (1) #12 GND. NEMA 6-20R 20A, 2P LTA O A O OR OUT OF SERVICE DURING THE WORK SHIFT MUST BE RETURNED TO SERVICE BY PARTS NUMBERS, ETC., FOR ALL NEW ELECTRICAL EQUIPMENT. E5 IN 3/4" CONDUIT a O THE END OF THE SHIFT. 4. ALL MATERIALS SHALL BE NEW AND U/L APPROVED/LABELED. 19. CONTRACTOR SHALL VERIFY SIZES OF ALL FUSES AND MOTOR STARTER HEATERS WATER-COOLED 1 208V, 30 23.0 (3) #10, (1) #10 GND. 30A, 3P, 240V 30A, 313 LTA O 5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK WITH UTILITY, WITH APPROVED MECHANICAL AND OWNER FURNISHED EQUIPMENT. 5. FURNISH GROUNDING/BONDING BUSHINGS ONTO ALL CONDUIT ENTERING/LEAVING E6 BATCH FREEZER IN 3/4" CONDUIT OWNER AND OTHER TRADES. BOXES. _ 20. THE CONTRACTOR SHALL FURNISH AND INSTALL BRIDAL RINGS FOR ALL ARMORED CASH REGISTER 2 120V, 10 (2) #12, (1) #12 GND. NEMA 5-20R ea. 20A, 1P ea. LTA O 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES, INCLUDING BUT NOT LIMITED CABLE RUNS ABOVE HUNG CEILING. INSTALL RINGS WITHIN 2' FROM CABLE ORIGIN, 6. FURNISH AND INSTALL ALL LUGS FOR ANY AND ALL ELECTRICAL EQUIPMENT E7 IN 3/4" CONDUIT ISOLATED GROUND 2 TO: PERMITS, TESTING, ETC. AT END OF CABLE RUN, AND AT MAXIMUM 6' INTERVALS ELSEWHERE. NO CABLES REQUIRED INCLUDING OWNER FURNISHED EQUIPMENT. CONE IRON 3 120V, 1 8.3 ea. (2) /4' (1) #12 GND. NEMA 5-20R ea. 20A, 1 P ea. L1 A O SHALL BE ALLOWED TO REST ON OR BE SUPPORTED BY THE CEILING GRID OR a7. PROVIDE PROOF OF LIABILITY AND PROPERTY INSURANCE TO THE OWNER BEFORE CEILING SUPPORT SYSTEM. 7. ALL GROUND CONDUCTORS SHALL BE GREEN AND NEUTRAL CONDUCTORS SHALL BE IN 3/4" CONDUIT COMMENCING WITH WORK. ALL DEDUCTIBLES SHALL BE PAID FOR BY THE WHITE. ALL ISOLATED GROUND CONDUCTORS SHALL BE GREEN/YELLOW STRIPPED. CONTRACTOR IN CASE OF A CLAIM. 21. TEMPORARILY RELOCATE ELECTRICAL EQUIPMENT AS REQUIRED TO ACCOMMODATE E9 HOT TOPPING SERVER 1 120V, 10 4.2 (2) #12, (1) #12 GND. NEMA 5-2OR 20A, 1P LTA 1 THE CONSTRUCTION SCHEDULE. ALL AREAS NOT UNDER CONSTRUCTION MUST BE CONTRACTOR SHALL PROVIDE ALL CONDUIT, WIRE, AND LABOR AS REQUIRED BY THE IN 3/4" CONDUIT 8. WARRANT AND GUARANTEE ALL WORK AND MATERIALS FOR ONE YEAR FROM THE KEPT OPERATIONAL DURING CONSTRUCTION. TO ACCOMPLISH THIS, PROVIDE THE FIRE ALARM MANUFACTURER TO PROPERLY CONNECT THE DEVICES INDICATED ON BLENDER 1 120V, 10 11.2 FINAL ACCEPTANCE BY THE OWNER. NECESSARY TEMPORARY ELECTRICAL SERVICES. REMOVE TEMPORARY DEVICES UPON 8' THE DRAWINGS. FIRE ALARM SHOP DRAWING SUBMITTAL SHALL INCLUDE A RISER E10 IN " (1) #12 GND. NEMA 5-20R 20A, 1P L1A 1 COMPLETION OF CONSTRUCTION. DIAGRAM AND COMPLETED BATTERY CALCULATIONS. IN 3//44" CONDUIT 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RIGGING OF NEW EQUIPMENT AS REFRIGERATED 2 120V, 10 5.9 (2) #12, (1) #12 GND. NEMA 5-20R & 20A, 1 P L1 A O REQUIRED TO COMPLETE THE PROJECT. INCLUDING ANY/ALL OWNER FURNISHED 22• CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND LIGHTING AS REQUIRED 9, ALL POWER AND FIRE ALARM DEVICES SHALL BE FLUSH MOUNTED WITH BACK BOX Ell DISPLAY CASE 208V, 10 11. 3 EQUIPMENT WHEN PROVIDED. ALL ELECTRICAL EQUIPMENT SHALL BE PURCHASED DURING THE ENTIRE DURATION OF CONSTRUCTION. THE CONTRACTOR SHALL CONCEALED IN THE WALL. NO SURFACE MOUNTED GEM OR HANDY BOXES ALLOWED. 2 IN 3/4" CONDUIT NEMA 6-20R 20A, 2P BY ELECTRICAL CONTRACTOR UNLESS NOTED OTHERWISE ON CONTRACT DOCUMENTS. REMOVE ALL TEMPORARY POWER AND LIGHTING UPON COMPLETION OF THE CONVECTION OVEN 1 120V, 10 13.4 (2) #12, (1) #12 GND. NEMA 5-2OR 20A, 1P L1A O PROJECT. 10. ALL FIRE ALARM WIRING SHALL BE CONCEALED IN WALLS OR ABOVE CEILINGS. E1Z IN 3/4" CONDUIT 10. INSTALL ALL MATERIALS LEVEL, PLUMB, AND PARALLEL WITH WALLS AND CEILINGS CONTRACTOR SHALL SNAKE CONDUIT AND WIRE OR ARMORED FIRE ALARM CABLE TO PRESENT A NEAT AND WORKMANLIKE APPEARANCE. 23. WHERE REMOVAL OR RELOCATION OF EXISTING CONDUIT OR INSTALLATION OF NEW THROUGH WALLS TO NEW DEVICE LOCATIONS AS REQUIRED AND SHALL REPAIR ANY UNDER COUNTER 1 120V, 10 3.1 (2) #12, (1) #12 GND. NEMA 5-20R 20A, 1P LTA O CONDUIT PASSES THROUGH WALLS, THE OPENINGS SHALL BE PATCHED, SEALED, DAMAGE TO THE WALL OR CEILING TO MATCH SURROUNDING CONDITION. E13 REFRIGERATOR IN 3/4" CONDUIT 11. LAYOUT AND WIRING SHOWN ON THESE DRAWINGS IS DIAGRAMMATIC ONLY. EXACT AND PAINTED TO MATCH THE SURROUNDING WALL. WHERE REMOVAL OR LOCATION OF EQUIPMENT AND WIRING SHALL BE DETERMINED IN FIELD. RELOCATION OF EXISTING CONDUIT OR INSTALLATION OF NEW CONDUIT PASSES 11. ALL WIRING AND CABLING BEING RUN IN PLENUM SHALL BE PLENUM RATED. E14 UNDER COUNTER 1 120V, 10 4.0 (2) /4" (1) #12 GND. NEMA 5-20R 20A, 1P LTA O THROUGH FLOOR, THE OPENINGS SHALL BE PATCHED AND SEALED TO MATCH FREEZER IN 3/4" CONDUIT 12. INSTALL ALL WIRING CONCEALED IN WALLS OR ABOVE CEILINGS UNLESS SURROUNDING FLOOR, CONSULT ARCHITECT ON LOCATIONS AND MATERIALS 12. FURNISH AND INSTALL A SETON #2060-20 PHENOLIC NAME PLATE, BLACK WITH SPECIFICALLY NOTED OTHERWISE. REQUIRED. WHITE LETTERING, ONTO EACH PANEL, TRANSFORMER, DISCONNECT SWITCH, AND E15 CREDIT CARD MACHINE 1 120V, 10 IN /4" (1) UI GND. NEMA ED GROUND 20A,1P LTA O V) c) STARTER ASSOCIATED WITH THIS PROJECT. LABEL SHALL STATE NAME OF IN 3/4" CONDUIT ISOLATED GROUND C O E. 13. ALL SUPPLEMENTARY STEEL REQUIRED FOR ELECTRICAL WORK SHALL BE PROVIDED 24. ELECTRICAL CONTRACTOR SHALL SEAL ALL ELECTRICAL PENETRATIONS THROUGH EQUIPMENT, VOLTAGE, AMPS, AND HORSE POWER OR WATTS. CONFIRM ALL FIRE RATED PARTITIONS INCLUDING THOSE LEFT BECAUSE OF THE DEMOLITION WORK EQUIPMENT NAMES WITH OWNER STANDARDS. E16 DIP SERVER 1 120V, 10 8 (2) #12, (1) #12 GND. NEMA 5-20R 20A, 1P LlA O F-�-� z .� BY ELECTRICAL CONTRACTOR. O WITH FIRE RATED MATERIAL EQUAL TO DOW CORNING SILICONE RTV FOAM AS A INFORMATION ON NAME PLATES SHALL BE AS FOLLOWS: IN 3/4" CONDUIT O � T SPECIFICATIONS SHALL BE REQUESTED IN MINIMUM. MATERIAL SELECTION SHALL BE BASED ON RATING OF PARTITION MUZAK SYSTEM 1 120V, 10 - (2) #12, (1) #12 GND. NEMA 5-2OR 20A, 1P L1A 3 ~: O to CO 14. ANY DEVIATIONS SONS FROM THESE PLANS AND WRITING BY THE CONTRACTOR AND SHALL REQUIRE A WRITTEN APPROVAL FROM PENETRATED. EQUIPMENT ---- 3/4" LETTER HEIGHT AZ IN 3/4" CONDUIT ISOLATED GROUND a O THE ENGINEER. NO CLAIMS FOR DELAYS SHALL BE ENTERTAINED AS A RESULT OF LETTER HEIGHT REQUESTED DEVIATIONS. 25 EQUIPMENT, ANDSOUTLET KNOCKOUT COVERS OR PLUGS OPENINGS CREATED BY�HE ALL REMOVALEXISTING ORPANELS, VOLTAGE/AMPS WATTS - 1/4" LETTER HEIGHT �'' 0 NOTES: REMARKS: o ko 15. CONTRACTOR SHALL SUBMIT EIGHT (8) COMPLETE SETS OF SHOP DRAWINGS OF ALL RELOCATION OF EXISTING RACEWAYS. NEW EQUIPMENT, LIGHT FIXTURES, MATERIALS, ETC., PROPOSED TO BE UTILIZED ON 1. ALL FINAL EQUIPMENT/MOTOR CONNECTIONS SHALL UTILIZE A MAXIMUM 4' LENGTH O1 RECEPTACLE SHALL BE MOUNTED AT 40" A.F.F. TO BOTTOM OF DEVICE. 1--1 `-' THIS PROJECT. SUBMIT SHOP DRAWINGS IN SINGLE BOUND PACKAGE FOR 26. PROVIDE A METERED NYLON PULL-LINE FOR EACH EMPTY CONDUIT. OF LIQUID TIGHT FLEXIBLE STEEL CO .NDUIT f--r < RECEPTACLE SHALL BE MOUNTED UNDER COUNTER. VERIFY EXACT LOCATION IN FIELD 2. CONTRACTOR SHALL VERIFY ALL EQUIPMENT ELECTRICAL REQUIREMENTS WITH ARCHITECT/EQUIPMENT ELECTRICAL CONNECTION. 0 APPROVAL BY THE ENGINEER PRIOR TO COMMENCING WITH CONSTRUCTION. E- WITH ACCEPTED EQUIPMENT SHOP DRAWINGS PRIOR TO INSTALLATION. FURNISH AND INSTALL APPROPRIATE OVER CURRENT PROTECTION, CONDUIT, O3 DEVICE LOCATION/MOUNTING HEIGHT SHALL BE VERIFIED IN FIELD WITH O z O WIRE, OR ANY MISCELLANEOUS MATERIALS FOR A COMPLETE INSTALLATION. ARCHITECT/EQUIPMENT ELECTRICAL CONNECTION. iJ z A 0 O4 DISCONNECT MEANS SHALL BE MOUNTED TO UNIT ON ROOF ABOVE. VERIFY IN FIELD W z �+ EXACT LOCATION OF EQUIPMENT ON ROOF. ;I 'o EI WgcO O5 THE ELECTRICAL CONTRACTOR SHALL FURNISH & INSTALL SELF REGULATING HEAT E- z '-IcOp TRACING FOR CONDENSATE PIPING AS INDICATED PER FREEZER/COOLER = 0 , D O MANUFACTURERS REQUIREMENTS. O p� W m '�' l0 W O co z cq DRAWING LEGEND �n O REMOVE ANY/ALL LIGHTING, EMERGENCY LIGHTING, SWITCHING, RECEPTACLES, hid I h C> DATA/COMM DEVICES, ETC. AND ALL ASSOCIATED CONDUIT AND WIRING BACK TO SOURCE - TYPICAL. DATE: DRAWN: FIRE ALARM NOTE O FURNISH AND INSTALL NEW WEATHERPROOF LIGHT FIXTURE WITH DRAWING NOTES 4 19 05 T.J.P. WEATHERPROOF SWITCH AT EXISTING ROOF TOP UNIT. WIRE TO EXISTING SCALE: CHID: WEATHERPROOF GFI RECEPTACLE MOUNTED TO ROOF TOP UNIT. 1. REFER TO DRAWING E-1 FOR ELECTRICAL DEMOLITION GENERAL NOTES. NOTED J.J.P. V ELECTRICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF ADDITIONAL 03 MOUNT TRANSFORMER ON WALL ABOVE HUNG CEILING - FURNISH AND FILE NAME: REV: FIRE ALARM DEVICES WITH LANDLORD'S FIRE ALARM CONTRACTOR AND INSTALL SEISMICLY BRACED MOUNTING HARDWARE. 2. REFER TO DRAWING E-3 FOR PANELBOARD SCHEDULE, ELECTRICAL RISER DIAGRAM & SYMBOLS LEGEND. UPGRADE EXISTING FIRE ALARM PANEL AS REQUIRED. c: E - 2 REVISIONLo # T FEEDER SCHEDULE PANELBOARD L1A SERVICE LOAD TABULATION z w MECHANICAL EQUIPMEN Eui N NAME VOLTAGE/ DISCONNECT FUSE STARTER CIRCUIT MANUFACTURER: GENERAL ELECTRIC LOCATION BUS VOLTS: 208/120 TRIM POWER SOURCE: METERED UTILITY SER. CONNECTED DEMAND DEMAND / AMPS FEEDER PANEL HP REMARKS KVA FACTOR KVA W w o LOCATION PHASE SWITCH SIZE SIZE BREAKER PANEL CATALOG NO.: TYPE AQ WORK AREA BUS AMPS: 225 SURFACE LIGHTING 4.3 100% 4.3 W w = HVAC-1 48OV, 30 30 (3) #8, (1) #10 GND. 30A, 3P, 600V 30A PWU DISC. SW. WIREWAY - 1 2 3 MLO/MCB: 200A MCB RECEPTACLES 4.2 100% 4.2 z = I IN 1" CONDUIT NEMA 1 FU ® 30A KVA CKT L1 L2 L3 CKT KVA 50% Q DIRECTORY AMP P P AMP DIRECTORY EF-1 120V, 30 - 2 # 12, 1 # 12 GND PWU - TORK T101 20A, 1 P Ll B 1/25 A B C N0. No. A B C KITCHEN EQUIPMENT 29.1 75% 21.8 O TOILET ROOMS IN 3/4" CONDUIT NEMA 3R CKT 22 IG REC. CASH REGISTER (E7) 0.2 20 1 1 2 1 20 0.2 IG REC. CASH REGISTER (E7) HVAC (COOLING) 24.9 80% 19.92 7 t= ROOF TOP UNIT REC/LIGHT 0.4 20 1 3 4 1 20 0.6 REC. & CFA RESTROOMS MISCELLANEOUS 16.0 50% 8.0 L 0 N NOTES: REMARKS: TOTAL DEMAND KVA = 58.22 V • rn A 1. ALL FINAL MOTOR CONNECTIONS SHALL U1ILIZE A MAXIMUM 4' LENGTH OF LIQUID TIGHT O THE ELECTRICAL CONTRACTOR SHALL FURNISH DUCT SMOKE DETECTORS FOR MAIN SUPPLY IG REC. TELEPHONE BACKBOARD 0.2 20 1 5 6 1 20 0.2 IG REC. CREDIT CARD MACHINE (E15) I ^ AND RETURN DUCTS OF HVAC UNITS AND SHALL FURNISH AND INSTALL ALL POWER AND 25% OF LARGEST MOTOR = 1.3 n FLEXIBLE STEEL CONDUIT. CONTROL WIRING UP TO DUCT SMOKE DETECTORS. THE MECHANICAL CONTRACTOR SHALL FROST TOP (E3) 1.2 20 1 7 8 1 20 1.2 FROST TOP (E3) TOTAL KVA = 59.52 N CONTROL CONTRACTOR SHALL FURNISH AND INSTALL ALL LOW VOLTAGE DETERMINE SAMPLING TUBE LENGTHS AND SHALL INSTALL DUCT SMOKE DETECTORS. WIF HEAT TRACE FOR DRAIN PIPING (E2) 1.4 20 1 9 10 1 20 1.4 BLENDER (E10) CALCULATED LOAD (AMPS) AT 480v 30 = 74.87 W 2. THE TEMPERATURE _j CONTROL WIRING AND 120V POWER WIRING REQUIRED TO SUPPORT WIRING AND FIRE WIC WIF - LIGHTS E1 & E2 0.6 20 1 CL 11 12 1 20 0.5 HOT TOPPING SERVER (E9) SERVICE SIZE (AMPS) = 100 Q oN M� TEMPERATURE CO O2 THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL INTERLOCK WIR / ( ) ^ r', TEMPERATURE CONTROL PANELS AND CONTROL TRANSFORMERS. v A W ALARM SYSTEM PROGRAMMING WITH FIRE ALARM CONTROL PANEL FOR SHUT DOWN UPON WIC - EVAPORATOR E1 0.3 20 1 13 � � 14 1 20 1.0 CONE IRON (E8) _ 3. HVAC UNIT SHALL HAVE DUCT SMOKE DETECTORS INSTALLED IN THE SUPPLY AND RETURN ALARM ACTIVATION. FIRE ALARM SYSTEM PROGRAMMING SHALL BE PERFORMED ONLY BY ( ) 0 DUCTS AS PER THE INTERNATIONAL MECHANICAL CODE SECTION 606.2 AND THE NFPA 90A FIRE ALARM MANUFACTURES TRAINED TECHNICIANS. WIC - CONDENSING UNIT (E1) 0.8 20 2 15 16 1 20 1.0 CONE IRON (ES) Q z ARTICLE 4-4.2. THE ELECTRICAL CONTRACTOR SHALL CONFIRM HVAC UNITS CFM WITH _ 12 O ' HVAC DRAWINGS AND SCHEDULES. O THE LANDLORD/OWNER SHALL FURNISH AND INSTALL (1) 30AMP, 3P, 600V RATED FUSED _ 0.8 - 17 � � 18 1 20 1.0 CONE IRON (E8) 12 � [�] DISCONNECT SWITCHES AT WIREWAY LOCATED ABOVE WORK AREA AND SHALL TAP THE ^ OZ 4. ELECTRICAL CONTRACTOR SHALL FURNISH AND WIRE THE DUCT SMOKE DETECTORS. THEN 480V FEEDER AS IS ACCEPTABLE BY THE NEC FOR THE HVAC-1. DIPPING CABINET (E4) 1.1 20 2 19 20 1 20 0.1 DIP SERVER (E16) DELIVER IT TO THE MECHANICAL CONTRACTOR WHO WILL DETERMINE THE SAMPLING TUBE _ 1.1 - - 21 22 1 20 0.2 REC. NEXT TO PANEL LENGTH IN THE FIELD AND INSTALL THE DETECTORS. DETECTORS SHALL BE WIRED TO SHUT OFF THE CORRESPONDING HVAC UNIT AND CLOSE THE FRESH AIR DAMPERS UPON HARDENING CABINET (E5) 1.2 20 2 23 24 2 20 0.8 WIF - CONDENSING UNIT (E2) DETECTION OF SMOKE VIA A FIRE ALARM CONTROL MODULE. TIE DETECTORS AND CONTROL EQUIPMENT ABBREVIATIONS: - _ - - MODULES TO THE FIRE ALARM SYSTEM. FIRE ALARM CONTRACTOR SHALL MAKE ALL - 1.2 - 25 26 0'8 , REQUIRED POWER AND CONTROL WIRING TERMINATIONS TO SMOKE DETECTORS. FURNISH HVAC - ROOF TOP HVAC UNIT PWU - PACKAGED WITH UNIT AND INSTALL A CEILING MOUNTED REMOTE INDICATING LIGHT FOR EACH DUCT MOUNTED REF. DISPLAY CASE (E11) 1.2 20 2 27 r 28 1 20 0.3 WIF - EVAPORATOR (E2) ELECTRICAL SYMBOLS LEGEND SMOKE DETECTOR. EF - EXHAUST FAN _ 1.2 - - 29 30 1 20 0.7 REF. DISPLAY CASE (E11) /1 BATCH FREEZER (E6) 2.8 30 3 31 32 1 20 1.6X3 CONVECTION OVEN (E12) LIGHTING Fw� 2.8 - - 33 34 1 20 0.4 UNDER COUNTER REF. (E13) SINGLE POLE SWITCH - 20A, 120/277V E--1 2.8 - - 35 " " 36 1 20 0.5 UNDER COUNTER FRZ. (E14) S HUBBELL #HBL1221 - WITH S.S. COVER PLATE rr ll MOUNT AT 48" A.F.F. TO CENTER OF DEVICE UNLESS NOTED OTHERWISE V -TYPE TRANSFORMER SCHEDULE IG REC. WORK STATION - WORK AREA 0.2 20 1 37 "� � 38 3 100 7.9 PANEL L1B DRY 3-WAY SWITCH - 20A, 120/277V h+'1 IG REC. WORK STATION - WORK AREA 0.2 20 1 39 40 - 8•1 S3 HUBBELL #HBL1223 - WITH S.S. COVER PLATE a NAME KVA PRIMARY ISECONDARY1 -C RISE I REMARKS MANUFACTURER CATALOG NUMBER MOUNTING IG REC. MUZAK SYSTEM (A2) 0.2 20 1 41 42 - - 6.0 MOUNT AT 48" A.F.F. TO CENTER OF DEVICE UNLESS NOTED OTHERWISE w T--1 75 480A 208Y/120 150'C 6-2 1/2% TAPS, PRI. 2 ABV. SEC. 4 BLW. GENERAL ELECTRIC 9T23Q9874G15 FLOOR SUB TOTAL LOAD 7.0 7.9 7.0 • S/N 12.8 12.0 9.7 SUB TOTAL LOAD EXIT SIGN <® EXIT SIGN N(S) INDICATE DIRECTION OF EGRESS TOTAL LOAD 56.4 KVA SEE LIGHTING FIXTURE SCHEDULE FOR INFORMATION DRY-TYPE TRANSFORMER SCHEDULE NOTES: TWIN HEAD EMERGENCY LIGHTING UNIT WITH BATTERY BACK-UP 1. FURNISH AND INSTALL SELF ADHESIVE PHENOLIC NAME PLATES FOR ALL NEW 2. ALL TYPE "EE" TRANSFORMERS SHALL BE LABELED FOR EPA ENERGY STAR 156.7 AMPS SEE LIGHTING FIXTURE SCHEDULE FOR INFORMATION AND EXISTING TRANSFORMERS WITHIN PROJECT SCOPE. VERIFY NOMENCLATURE PROGRAM. PRIOR TO AFFIXING NAMEPLATE TO TRANSFORMER. EACH LINE OF TEXT SHALL PANEL 'L1A' NOTES: 0 =[f�L�IGHTTURE (TYPE AS INDICATEDBE CENTER ALIGNED ON NAMEPLATE. 3. ALL TRANSFORMERS SHALL BE GROUNDED TO BUILDING STEEL WITH EXOTHERMIC EE LIGHTING FIXTURE SCHEDULE FOR INFORMATION 1. FURNISH AND INSTALL LOCK-ON DEVICE FOR CIRCUIT BREAKERS #1,2,5,6,9,37,39&41. INFORMATION ON NAMEPLATES SHALL BE AS FOLLOWS: WELDS AS PER NATIONAL ELECTRICAL CODE ARTICLES 250 AND 450-10. 2. FURNISH AND INSTALL NEW ISOLATED GROUND BAR IN PANEL. SEE RISER DIAGRAM FOR WIRING. POWER TRANSFORMER NAME - LETTER HEIGHT 3/4" 4. ALL DRY-TYPE TRANSFORMERS SHALL HAVE FLEXIBLE CONDUIT CONNECTIONS (NAME AS INDICATED ON DRY-TYPE TRANSFORMER SCHEDULE) SUITABLE FOR ENVIRONMENTAL CONDITIONS. qp DUPLEX RECEPTACLE - 20A, 125V, NEMA 5-20R PRIMARY AND SECONDARY VOLTAGES - LETTER HEIGHT 1/4" 5. ALL NEW TRANSFORMER SHALL UTILIZE COPPER WINDINGS. 'f1' HUBBELL #CR5362 - WITH S.S. COVER PLATE (480A - 208Y/120) PANELBOARD LiB MOUNT AT 18" A.F.F. TO CENTER OF DEVICE UNLESS NOTED OTHERWISE a FEEDER SOURCE - LETTER HEIGHT 1/4" 6. RETAP THE TRANSFORMER WINDINGS IN THE FIELD AFTER CONSTRUCTION HAS A t11�GF1 DUPLEX (GFCI) RECEPTACLE - 20A, 125V, NEMA 5-20R w � p (FEED FROM SWBD, EDP, ETC...) BEEN COMPLETED TO ACCOMMODATE PROPER SECONDARY VOLTAGES. It HUBBELL #GF5362 - WITH S.S. COVER PLATE w SOURCE LOCATION - LETTER HEIGHT 1/4" MANUFACTURER: GENERAL ELECTRIC LOCATION BUS VOLTS: 208/120 TRIM POWER SOURCE: PANEL L1A MOUNT AT 18" A.F.F. TO CENTER OF DEVICE UNLESS NOTED OTHERWISE (IN MAIN ELECTRICAL RM.) 7. FOR ALL NEW TRANSFORMERS MOUNTED ABOVE HUNG CEILINGS. FURNISH PANEL CATALOG NO.: TYPE AQ WORK AREA BUS AMPS: 225 SURFACE IG DUPLEX ISOLATED GROUND RECEPTACLE - 20A, 125V, NEMA 5-20R w AND INSTALL ALL REQUIRED BRACKETS, U-CHANNELS, THREADED RODS, AND SEISMIC BRACING FOR A COMPLETE INSTALLATION. HUBBELL #IG5362 - COLOR ORANGE WITH S.S. COVER PLATE � � Z T_ MLO/MCB: MLO MOUNT AT 18" A.F.F. TO CENTER OF DEVICE UNLESS NOTED OTHERWISE 8. FURNISH AND INSTALL NEW 4" HOUSEKEEPING PAD, EXTENDING MIN. 3" PAST KVA CKT L1 L2 L3 CKT KVA AMP P P AMP DIRECTORY QUAD RECEPTACLE - 20A, 125V, NEMA 5-20R P4 w Z 480A - 208Y/120 ALL EDGES WITH 1" CHAMFER, FOR ALL NEW FLOOR MOUNTED TRANSFORMERS. DIRECTORY A B C NO. N0. A B C (2) HUBBELL #CR5362 - WITH S.S. COVER PLATE FEED FROM SWBD MOUNT AT 18' A.F.F. TO CENTER OF DEVICE UNLESS NOTED OTHERWISE IN MAIN ELECTRICAL RM. REC. LOBBY/WORK AREA 0.6 20 1 1 2 1 20 0.6 EMG. & EXIT LIGHTS (L6 & L7) Cw� O X3 STORE FRONT & WINDOW SIGNS (M2) 1.6 20 1 3 4 1 20 0.8 SERVICE LIGHTS (L2 & L3) SPECIAL RECEPTACLE [--I c x HUBBELL - SIZE AND TYPE AS INDICATED ON PLANS w GFI REC. SERVICE COUNTER 0.4 20 1 5 6 1 20 0.4 SERVICE LIGHTS (L2) WITH S.S. COVER PLATE C) w VERIFY PLUG CONFIGURATION WITH EQUIPMENT CUTS PRIOR TO INSTALL ROOF _ _ GFI REC. SERVICE COUNTER 0.6 20 1 7 8 1 20 0.8 LOBBY LIGHTS (L1) O A O COLD STONE CREAMERY L1A/2 ELECTRICAL HOMERUN (PANELBOARD AND CIRCUIT NUMBERS) (x a RISER DIAGRAM FEEDER SCHEDULE REF. DISPLAY CASE (E11) 1.2 20 2 9 10 1 20 0.8 WORK AREA LIGHTS (L4) ���� ALL HOMERUNS SHALL BE (3) #12'S UNLESS NOTED OTHERWISE. a HVAC-1 1.2 - - 11 12 1 20 0.7 LOBBY & RESTROOM LIGHTS (L1 & L5) ELECTRICAL PANELBOARD (PANELBOARD NAME AS INDICATED) 6" X 6" X 4' 30/3o TYPE WIRING CONDUIT - WIREWAY L1A SEE PANELBOARD SCHEDULE FOR INFORMATION. MOUNT TRANSFORMER ON O (3) #4/0, (1) #2 GND 2-1/2" CONDUIT REF. DISPLAY CASE (E11) 0.7 20 1 13 14 3 40 4.0 WATER HEATER - WORK AREA WALL ABOVE HUNG CEILING SPARE 20 1 15 16 - - 4.0 - DISCONNECT SWITCH 200/125 FURNISH & INSTALL SEISMICLY (3) #1/O, (1) #2 GND 2" CONDUIT BRACED MOUNTING HARDWARE O SPARE 20 1 17 2 - 4•0 - tCy MOTOR B T-1 O (4) #4/0, (1) #2 GND, (1) #2 ISO GND 2-1/2" CONDUIT SPARE 20 1 19 20 1 20 1.0 LOBBY CEILING FANS SPARE 20 1 21 22 1 20 0.3 TOILET EXHAUST FAN COMMUNICATION O (1) #2 GND TO STRUCTRURAL STEEL, - - - - 20 1 23 � � 24 1 20 SPARE A HUNG CEILING - WATER SERVICE, ETC PER NEC SPARE T TELEPHONE JACK LOCATION D _ ARTICLE 250 AND 450 20 1 25 26 1 20 SPARE v FURNISH AND INSTALL RECESSED BACK BOX IN WALL WITH 3/4" EMT C SPARE CONCEALED IN WALL UP TO ACCESSIBLE CEILING WITH WIRE PROTECTION NOTE: SPARE 20 1 27 "� � 28 1 20 SPARE BUSHING AT END WITH PULL LINE. CABLE/WIRING BY OTHERS. L1A L1B ALL CONDUIT, WIRE, DISCONNECT SWITCHES, TRANSFORMER AND PANELS SHALL (NEW) (NEW) BE FURNISHED AND INSTALLED BY BUILDING OWNER/LANDLORD. SPARE 20 1 29 30 1 20 SPARE N POS NETWORK JACK LOCATION FURNISH AND INSTALL RECESSED BACK BOX IN WALL WITH COMPLETE SPARE 20 1 31 32 1 20 SPARE CONDUIT SYSTEM AS REQUIRED FOR POS SYSTEM WITH PULL LINES. 208/120V 208/120V SPACE 33 34 1 20 SPARE CABLE/WIRING BY OTHERS. 200A MCB MLO SPACE 35 � �' 36 SPARE QE CFA CALL FOR AID ACTIVATION STATION, LED, FOUR POLE TEKTONE #SF118/48 SPACE 37 38 x SPACE MOUNT AT 36" A.F.F. TO CENTER OF DEVICE .� EXTERIOR WORK AREA SPACE 39 40 SPACE 4 CFA CALL FOR AID INDICATION LIGHT WITH 24VAC BUZZER F, TEKTONE #LI123B Z SPACE 41 421 1 SPACE WITH TEKTONE #SS106 TRANSFORMER ►-� W Z m *ELECTRICAL CAL RISER DIAGRAM SUB TOTAL LOAD 1.2 2.2 0.4 • S N 6.7 5.9 5.6 SUB TOTAL LOAD LE AS REQUIRED FORA COMPLETE ER OF ATION WITH 120V POWER FEED ELE C / MOUNT AT 7'-6" A.F.F. TO CENTER OF DEVICE � � a � O m N.T.S. TOTAL LOAD 22 KVA SP SPEAKER - CEILING MOUNTED a a 61.1 AMPS 1--1 a -0 �} FIRE ALARM a `� PANEL 'L1 B' NOTES: 1. FURNISH AND INSTALL LOCK-ON DEVICE FOR CIRCUIT BREAKER #2 MANUAL DUAL-ACTION PULL STATION W/ KEY-LOCK RESET I a 2. FURNISH AND INSTALL NEW ISOLATED GROUND BAR IN PANEL. SEE RISER DIAGRAM FOR WIRING. MATCH EXISTING LANDLORD'S FIRE ALARM SYSTEM F HORN/STROBE (ADA COMPLIANT) - MATCH EXISTING LANDLORD'S �y Z 0 FIRE ALARM SYSTEM. MOUNT AT 7'-6" A.F.F. TO CENTER OF DEVICE w z - O L STROBE ONLY (ADA COMPLIANT) - MATCH EXISTING LANDLORD'S W M Z PANELBOARD SCHEDULE NOTES: 0 FIRE ALARM SYSTEM. MOUNT AT 7'-6" A.F.F. TO CENTER OF DEVICE 1. FURNISH AND INSTALL SELF ADHESIVE PHENOLIC NAME PLATES FOR ALL NEW AND 5. FURNISH AND INSTALL NEW CIRCUIT BREAKERS IN NEW PANELS AS INDICATED. S INTELLIGENT PHOTOELECTRIC DUCT SMOKE DETECTOR 1--1 EW- A �j TO ATING FFIXING FF XINGNNAMOEPRDS LATEWITHIN PANELPROJECT BOARD. EACH LINE E. FOF NOMENCLATURE BE CIEONTER 6. ALL NEW PANELBOARDS SHALL BE FURNISHED AND INSTALLED WITH 100% RATED D MATCH WITH EEXISTING L ANDLORD'SEFIRE ALARM SYST TEST STATION EM MATED IN AREA SERVED) O O O co ALIGNED ON NAMEPLATE. COPPER BUS, NEUTRAL, AND GROUND BARS. O fx * LANDLORD FURNISHED WORK' INFORMATION ON NAMEPLATES SHALL BE AS FOLLOWS: 7. ALL NEW PANELBOARDS SHALL BE FURNISHED AND INSTALLED WITH BOLT-ON TYPE ABBREVIATIONS CIRCUIT BREAKERS. THE LANDLORD SHALL FURNISH AND INSTALL NEW ELECTRICAL PANEL NAME - LETTER HEIGHT 3/4" NEW STORE INCLUDING NEW FEEDER, (NAME AS INDICATED ON PANELBOARD SCHEDULE) A.F.F. ABOVE FINISHED FLOOR cq Z SERVICE INTO THE8. FURNISH AND INSTALL (2) NEW TYPED PANEL DIRECTORIES WITH CIRCUIT d NEW TRANSFORMER, (2) NEW ELECTRICAL PANELS, ALL ASSOCIATED POWER TYPE - LETTER HEIGHT 1/4" DESCRIPTIONS FOR ALL NEW AND EXISTING PANELS ASSOCIATED WITH THE PROJECT. CFA CALL FOR AID CONDUIT & WIRING, ETC. IN ADDITION LANDLORD SHALL ALSO (NORMAL POWER OR GENERATOR BACK-UP) FURNISH & INSTALL NEW WIRING & CONDUIT, ETC. TO POWER NEW AMPS/VOLTAGE - LETTER HEIGHT 1/4" L1 A (1) DIRECTORY SHALL BE INSTALLED IN THE PANEL AND (1) DIRECTORY SHALL GO TO FACILITIES MANAGEMENT FOR RECORD FILE. FRZ RECEPTACLE FOR FREEZER WITH DEDICATED CIRCUIT HVAC UNIT ON ROOF. (225A - 208/120V) � FEEDER SOURCE - LETTER HEIGHT 1/4" NORMAL POWER GFI GROUND FAULT INTERRUPTER c> 200A - 208/120V 9. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO ORDERING ANY NEW C) FEED FROM SWBD, EDP, ETC... - ( ) FEED FROM UTILITY PANELBOARDS TO CONFIRM THEIR ABILITY TO BE INSTALLED IN THE LOCATIONS IG ISOLATED GROUND SOURCE LOCATION - LETTER HEIGHT 1/4" WORK AREA SHOWN ON THE PLANS. REF RECEPTACLE FOR REFRIGERATOR WITH DEDICATED CIRCUIT (IN MAIN ELECTRICAL RM.) - --- - - DATE: DRAWN: 10. LOAD BALANCE ALL PANELBOARDS AFFECTED BY THE WORK OUTLINED ON THESE UC UNDER COUNTER MOUNTED 4 19 05 T.J.P. 2. ALL NEW PANELBOARDS SHALL HAVE A DOUBLE PIANO HINGED GUTTER/DOOR DRAWINGS PRIOR TO JOB COMPLETION. SCALE: CHKD: `-' ACCESS. U.O.N. UNLESS OTHERWISE NOTED 11. CONTRACTOR SHALL REVIEW KITCHEN AND MECHANICAL EQUIPMENT FEEDER NOTED J.J.P. � 3. ALL NEW PANELBOARDS SHALL HAVE A 22K AIC RATING MINIMUM. SCHEDULE AND MODIFY QUANTITIES AND SIZE OF CIRCUIT BREAKERS AS WP FURNISH AND INSTALL DEVICE IN A WEATHERPROOF ENCLOSURE FILE NAME: REV: REQUIRED TO ACCOMMODATE ANY CHANGE IN LOADS FROM ACCEPTED 4. INSTALL PANELS SURFACE MOUNTED AS FOLLOWS - FURNISH AND INSTALL NEW MECHANICAL EQUIPMENT SHOP DRAWINGS. X EXISTING TO REMAIN 3/4" MARINE GRADE PLYWOOD BACKBOARD PAINTED GRAY. c; XR EXISTING RELCOATED E - 3 r L