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0629 MARY DUNN ROAD
,o'I I �� ._. � ,� ' � � t i ___ ,) � , aM� �l I I �� ,� *~ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION e /^ Map 33 / Parcel l7LZ k62 Application Health Division Date Issued Conservation Division Applicatio Planning Dept. Permit Fe Date Definitive Plan Approved by Planning Board is Ja/ Historic - OKH. _ Preservation/Hyannis Project Street Address- L2 9 qic y Dwv,,/ Village ZY-:2 ...vct Owner Address e Tcll Telephone s! 90- L 3 20 Permit Request Square feet: 1 st floor: existing proposed 00 2nd floor: existing proposed Total new �>OL Zoning District Flood Plain Groundwater Overlay Project Valuation h, M. Construction Type W6V 0 Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes �6 No On Old King's Highway: ❑Yes No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) �✓ Basement Unfinished Area (sq.ft) ✓A Number of Baths: Full: existing new N�� Half: existing new T Number of Bedrooms: N existing —new . Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric N.Other Rho � Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # 11 Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# vTi(:T 4T t s Current Use 4171W y Proposed Use f•�� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 610, Y4,1 L. v Z. J Telephone Number e 9- 1 Address e, % License # Ol? 0:2 ome Improveme Contractor# Email �A. CO AA M U Wo er's Com ensation # ALL CONSTRUCTI DEB RESULTING FROM THIS PROJEC L BE TAKEN TO SIGNATURE DATE 0- FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH, FINAL FINAL BUILDING 4 DATE CLOSED OUT ASSOCIATION PLAN NO. ' APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name KtcAk a, Telephone Number Address la tLx4r-r-< Lt j License # 06,6w3L 1 �✓� vT0/� , A_40t' Home Improvement Contractor# Email Mx rye F1_A4_uvch � ec uc Worker's Compensation # L004- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO DATE SIGNATURE /G 'o��' /73 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street. Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization4ndividual): Vareika Construction, Inca Address: 219 Walnut Street, Suite B City/State/Zip: West Bridgewater, MA 02379 Phone #. 508-583-3999 Are you an employer? Check the appropriate box: Type of project(required): 1.0 I am a employer with 35 4. ❑ I am a general contractor and I 6. QNew construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. + �• ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers' comp. insurance. 9. ❑Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.[]Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' comp. insurance required.] 13.�Other *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Acadia Insurance Insurance Company Name: Policy#or Self-ins. Lic. #: WCA 0112029 Expiration Date:6/20/2017 Job Site Address: 629 & 656 Mary Dunn Road City/State/zip: Hyannis, MA 02601 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. B advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance covera e verification. I do hereby certify under the pains andpenaltie of r' ry that the information provided above is true and correct. Signature: -- Date: 10-20-2016 Phone#: 508-583-39 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership,association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6),also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to-sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: ° The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, NIA 02 111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 5-26-05 www.mass.gov/dia Mass. Corporations, external master page Page 1 of 2 William Francis Galvin w Secretary of • of s �c Corporations Division Business Entity Summary ID Number: 043233663 1 Request certificate New search Summary for: VAREIKA CONSTRUCTION, INC. The exact name of the Domestic Profit Corporation: VAREIKA CONSTRUCTION, INC. Entity type: Domestic Profit Corporation Identification Number: 043233663 Old ID Number: 000463954 Date of Organization in Massachusetts: 05-05-1994 Last date certain: Current Fiscal Month/Day: 12/31 Previous Fiscal Month/Day: 00/00 The location of the Principal Office: R Address: 219 WALNUT ST., SUITE B City or town, State, Zip code, WEST BRIDGEWATER, MA 02379 USA Country: The name and address of the Registered Agent: Name: MICHAEL VAREIKA Address: 219 WALNUT ST., SUITE B City or town, State, Zip code, WEST BRIDGEWATER, MA 02379 USA Country: The Officers and Directors of the Corporation: Title Individual Name Address PRESIDENT MICHAEL VAREIKA 219 WALNUT ST., SUITE B WEST BRIDGEWATER, MA 02379 USA TREASURER . . CAROL MCKINNON 219 WALNUT ST., SUITE B WEST BRIDGEWATER, MA 02379 USA SECRETARY ROBERT VAREIKA 219 WALNUT ST., SUITE B WEST BRIDGEWATER, MA 02379 USA DIRECTOR MICHAEL VAREIKA 219 WALNUT ST., SUITE B WEST BRIDGEWATER, MA 02379 USA Business entity stock is publicly traded: ❑ http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=043233663..: 10/21/2016 Mass. Corporations, external master page Page 2 of 2 The total number of shares.and the par value, if any, of each class of stock which this business entity is authorized to issue: Total Authorized Total issued and 'Class of Stock Par value per share outstanding No. of shares Total par No.of shares value CNP $ 0.00 1,000 $ 0.00 200 CNP $ 0.00 1,000 $ 0.00 200 ❑ ❑Confidential ❑Merger ❑ Consent Data Allowed Manufacturing View filings for this business entity: ALL FILINGS Administrative Dissolution s Annual Report Application For Revival Articles of Amendment ' View filings Comments or notes associated with this business entity: - I New searc� http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=043233663... 10/21/2016 s K1's Massachusetts Department of Public Safety. Board of Building Regulations and Standards License: CS-065021 Construction Supervisor �, MICHAEL J VAREIKA �`:, ' 12 BEATTY LN S EASTCN MA G 375� ��� ` _ Expiration: ' Commissioner08/14/2017 DIME Town of.Barnstable Regulatory Services �ax�rsrnst e � „AM g Richard V.Scali,Interim Director �as� �0 1639- Building Division Tom Perry,Building Commissioner 200 Main Strcct,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION Or CHANGE Or CONSTRUCTION SUPERVISOR I, Steve Sundelin ,owner of property located at 629 & 656 Mary Dunn Road, Hyannis, MA ,hereby certify that man E. Lauzon Lic. No: CS-0655007 is no longer Construction Supervisor listed on the application for the project under construction as authorized by building permit# (Ready to , issued on Ready to 20 2016 be issued) be issued Oct 21 st I understand that the"project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. 6i'ROP TY NER 6ATE" q,•'tormsincwcontrowner rctcrcncc R-5 780 CM rev:103113 VARECON-01 TAYER ACORa►" DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 10/12/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED . REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to.the. certificate holder in lieu of such endorsement(s). CONTACT PRODUCER License#1780862 NAME: HUB International New England PHONE' (978)263-9577 aAiXc No; (978)263-4189 275 Great Road A/C No Ext Acton,MA 01720-4739 ao RIESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:Union Insurance Company 25844 INSURED - INSURERB:Acadla Insurance Company 31325 Vareika Construction Co.,Inc INSURERc:North River Insurance Company 21105. 219 Walnut Street INSURER D: West Bridgewater,MA 02379 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED.BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE . $ 11000,000 CLAIMS-MADE OCCUR CPA0092564 06/20/2016 06/20/2017 DAMAGES( RENTED 250 OOO PREMISES Ea occurrence $ MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY PE� I-XI LOC PRODUCTS.-GO P/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident B ANY AUTO MAA0092568 06/20/2016 06/20/2017 BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED PROPERTYDAMAGE $ AUTOS Per accident X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 C EXCESS LIAB CLAIMS-MADE 5811069987 06/20/2016 06/20/2017 AGGREGATE $ 10,000,000 DED RETENTION$ $ WORKERS COMPENSATION X STATUTE ER AND EMPLOYERS'LIABILITY B ANY PROPRIETOR/PARTNER/EXECUTIVE YIN N/A WCA0112029 06/20/2016 06/20/2017 E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED' (Mandatory m NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under 500 000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ A Stored Material CPA0092564 06/20/2016 06/20/2017 see remarks DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) 10-12-16 Job:Water Supply Division Filter Shelters. Town of Barnstable is listed as additional insured with respect to the General Liability where required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULDANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 230 South Street,3rd Floor ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD rq AGENCY CUSTOMER ID:VARECON-01 TAYER LOC#: 1 A " ADDITIONAL REMARKS SCHEDULE Page 1 of 1 AGENCY License#1780862 NAMED INSURED HUB International New England Vareika Construction Co.,Inc 219 Walnut Street POLICY NUMBER - West Bridgewater,MA 02379 EE PAGE 1 CARRIER NAIC CODE EE PAGE 1 SEE P 1 EFFECTIVE DATE:SEEPAGE 1 ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: &CORD 25 FORM TITLE: Certificate of Liability Insurance $200,000 any one job site $200,00 temp off premises Deductible: $1,000 ACORD 101 (2008/01) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Vareika Construction, Inc. Address: 219 Walnut Street, Suite B City/State/Zip: West Bridgewater, MA 02379 phone #: 508-583-3999 Are you an employer? Check the appropriate box: Type of project(required): 1.0 I am a employer with 35 4. ❑ I am a general contractor and I 6. RV New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. �]Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity., workers'.comp. insurance. 9. ❑Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.�Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL I I.❑Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.00ther comp: insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. f Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Acadia Insurance Insurance Company Name: Policy#or Self-ins.Lic.#: WCA 0112029 Expiration Date:6/20/2017 Job site Address: 629 & 656 Mary Dunn Road City/state/zip: Hyannis, MA 02601 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties erjury that the information provided above is true and correct. Signature: Date: 10-20-2016 Phone . . 508-583-3999 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Information and Instructions, Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states "Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 5-26-05 www,mass.gov/dia Town of Barnstable sr Regulatory Services RAPMMLX ; Richard Scali,Director MAS& � Building Division �( Tom Perry,Quilling Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 509-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, Steve Sundelin as Owner of the.subjecl Property hereby authorize_Vareika Construction Inc. to act on my behalf, in all matters relative to work authorized by this building permit. 629& 656 Mary Dunn Road, Hyannis. MA (Address of Job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signaritr of ON% Signature of Applicant Steve Sundelin , 1 Print Name Print Name Date ONertical ConstructionlACTIVE PROJECTSIHYANNIS WATER DEPTIHWD Water Filter ShelterlOwners Permission Form-Building Permit 102116.doc TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map . �231 Parcel Application Health Division Date Issued It-�y`�Y Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis In Project Street Address 9C d Village f Owner Address 2 wn o Telephone 0 t Permit Request +, JQ C4 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation , d6 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 1 Number of kaths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# - Current Use - Proposed Use -"-- APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name M _ Telephone Number l d � Address 1111210k),-19 License # 0 7VU 0 0 Home Improvement Contractor# ! �� Email Worker's Compensation # ALL CONST01JCTION DEBRIS R-SULTING FROM THIS PROJECT WIL T KEN TO SIGNATURE DATE y FOR OFFICIAL USE ONLY 4? APPLICATION# a DATE ISSUED MAP/PARCEL N0: ' ADDRESS VILLAGE OWNER ' DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. are a mannwaldt vf Massachrrs Depar&uentuflud rid Accidents Office-Of-rMlestF90ons 600 Waylkingtow&reet Bastaj;,MA 02 1-1 wnw.rrius gataf'd cr y ApWkaut Iuformatian Please Print LegibN Name(F re�irtir� ,,;. on/fndividnal): e C.L Phone A- City,/Stat--1Zip-LJ2 �,M 0,Mp,0 i. L Oj Are yuu an eruployer,Check Me apprupriate bar: rype of pr oi-t r 4: I stst s_ contractor and I L I am a emp lover u itfc , : 6_. Q Near axes ucEon e�foyees{fu11 a4dtorpart-#ime}* have lt€ s cufracfofs. 7__ am a sole proprietor orparfner listed on the attached sheet, 7_-Q Remodeling ship and ha no employees sub-contractors have, $: Demalitim w for me in any cs ° � y�and have.workers' y $ 9- ❑$nildiag addition LNO Aforl=e CGIIlp_insxlla-nrg y' Co2Rl3_tnc^t3ranr _ .. '. ; £ � 5-Q We are a corporatibn and its 1{I_[]Eli frical'repairs or additions 3_❑ I am a hamsov.�iicr doing all Ware officers have exercised fhi k I _0 Plumbing repairs or additions o�vorLer$' right of emgtiarx per MGL elf [N 7 ' , I Q Roofrepa s i miva re -1 l c 152, §1(4),and we Fran a gcr employees:[No warkrrs, 0, Other *4sry sag t that checks boa fl bmst also 5Il oia the section below chnwhigg Ylzea woxk�'comgemsaaicm policy i �Hume,,1' VrhO submit this of avvit inffcstiug they are rlamg a f no$c sd them hire oz side coutxactms mast saIxirit a new afdavk mdiirstin mCE- =Cuntncmrs that check this box must attached an addidansl sleet shiotr-iag the nmme of the saes md.state orhethK ornot ri se e3mties h:rve eenp17yee5_ If the snfr conttactais h e employees,the31 mast piuvide their workers'comp palicy r—her I our arz emph7jw ihatisprt»�i&kg warkus'CaT!kMrMnion irwzr=ce for ray,errgkTircu. He&w is the pagcy andjob silo lusarance Connp;my M me: Policy fr Cx Self ins:la.CAA� ExpifatronDate_ Job Sim Addiess:�! `7 ./' VO f/(. �eo � • ciblstatdzip: Attach a ropy of the irkers'compe tion paIiry dedaratioe page(s3wwing the policy number ad exph7atiou date)..' . Failure to semme cati-erage as requiredunder Section 25A of MGL c M can lead to the impasiti m ofciimival penalftes of a flue up to$1,50D.OD andlar one-yparimpn as well as curl peualsies in the form of a STOP,WORKflRDEIt and'a fin$ of-up tx)"$250-00 a day against the violator_'Be advised that a czpy of this statetnmt maybe fiarwarded to the Off ce of` Isn-esfigations of t#re DIA far inexramce ca'Verage GeEEcation t: Idri#ereblrcerti rt tits is all Penalties a-pelfujYth at-the info rratd&nprcnLdgder is. ancltcurrect - Signature: Date Phone CWF—c'at use am. Da trot twits in this area,to be'ccaxrpLeted by db ar town af{i C7&L City or Town: e , s permitucense# z,Zx ljcj/�� fssuin Amthority(drde ous):., , 1.BaardofHeaIth-2.Buffffing Deparimeait I frawn'Qeric 4.Electrical Inspector 5.Plumbfi2g.Inspect6r _ 6.tither Coact P ersan: s Rhant= t Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide,workers'compensation for their employees. Pursuantto this statute,an employce is defined as"._.every person in the service of another under any contract of hire, express or implied, oral or written_" Au employer is defined as"an individual,partnership,association,corporation or other legal entity,or asny two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer;or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also stories that"every state or Iocal licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the common wealth for. -ay applicantwho has not produced acceptable evidence of compliance with the insurance.coverage required. Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance wi`li the insurance requirements of this chapter have been presented to the contracting authority" A-pplicants Please fill out the workers'compensation affidavit completely,by checking The boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their cent-ifica—(s)of insurance. Limit(--d.Liability Companies(LLC)or Limited Liability Partnerships(-LP)yr h no employeees other than the members or partners,are not required to carry workers' compensation insurance_ Lf an LLC or LLP does have employees, a policy is required. De advised that this affidavit may be submitted to the Department of industrial Accidents for confirmation of ins rmce Coverage. Also be sure to sign and date the affidavit_ '11ze a$da�nt sboul_d be retumf d to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents_ Should you have any questions regarding the law or if you are required to obtai a vrorkers' compensation policy,please call the Department at the number listed.below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Departm e atent has provided a spac the bottom. of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permitllicense applications in any given year,need only submit one affidavit indicarmg ctirrernt policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town):"A copy of the affidavit that has been officially stamped or marked by the city or town may,be provided to idle applicant as proof that:a valid affidavit is on file fur future permsts or licenses_ A new affidavit mulct be filled out each year_Where a hom n e ower or citizen is obtaining a license or permit.not related to any business or commercial venture (Le.a dog license or permit.t burn leaves etc.)said person is NOT required to complete this aiTidati-it The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call The Department's address,telephone and fax number: . e�o�monWeali$of I�IassacHusetks DepaztmGnt Gf Industrial Aacidmis Gffke Of kvesfigatian`i 6G0 Waaington S BastGn=IAA G2I I I Tel.4 6I7-727-49-00 W 406 or I-977-MASSAFE Fix 9 6I7-727-7749 Revised 4-24--07 FWw.mas,-,,gavjdia v' �KE MONGEA U (508) 778-9797 f PROPOSAL 77 Traders Lane Cell(508)367-2646 W.Yarmouth,MA02673 Home Improvement Lic.#12678 Date: P c` Constr.Supervisor Lic,#006670 i ProposaiSubmifted To:Mailing Address Words to be performed at: Name: � 14L� j Street, 4 O' 1� Street; 2 q 1iy AI, O c"A n City; _ ,� � n: _ City, State: Zip Code: 02 0 ) State: Wi Zip Code: Home Phone; Work: N®TES/Suggestions dW/e Hereby propose to furnish the materials and perform the labor necessary for the completion of emoving old roof,install new roof with a shingle estimate( )sq.This price will include a 5 year warranty on workmanship;new alumi- num drip edge, 15#felt'underlayment,roof vent collars,install ice and water barrier around chimney,valleys,nail loose board cl an utters, total clean up and removal of all debris. Color of roof is to be. ` J 2, Venting-can be critical,on certain.homes, Additional charge if wanted.. (a) Install ft,'of Cobra continuous ridge vent option $ (b) Install ft.'of Hicks vented drip edge on soffit. ption $ (c) Install ft, of water&ice barrier on eaves to I �144coption $ \1e. �prevent Ice damming , (d)Other . r All material in guaranteed to be as specified,and the above work to be performed in accordance with the specifications submitted'for above work and completed in a professional workmanlike manner for the sum of$ 7w i payments to be made as follo s: Deposit of $ Balance due upon com in. Respectfully submitt ACCEPTANCE Of PROPOSAL Any rotted or broken roof or trim boards unforeseen repaired,will The above prices,specifications and conditions are be an extra cost above the quoted roof rice. All agreements contin q p g satisfactory and are hereby accepted. You are gent upon weather delays beyond our control. Not responsible authorized to do the work as specified. Payment will for wood and roof debris in attic area, or installation.or removal be made s o tlined above of gutter guard. Owner to remove all valuables from walls; Dater f Z Liability.Insurance on all above to be taken out by: Mike Mongeu Signature:- A 6 tJ v gusinessReg°lation; pofonsRmer AEfNfairs NT�GTOR fficeC O Type.. ', ',ME IMPROVEM ration 126178 S lndividuaV, � e _ pirat on:i r; RIIUNGEAtII k i ', MICHAEL. MICHAEL NION G t g ERS LN l U,dersecretary a 71 TRAD MA 02673 r W.YARMO�T.H, Public Safety arkn ent of and Stan dards GhUSetts '�Re9ulations Massa._ Building `Board of Uction Sub Consen5e. C$ LIG �IAE S LQ`IQ t026�.3. ' `�� si er To qq Oats Iaf` / Time WHILLF, YOU WERE OUT M of Phone Area Code Number Extension TELEPHONED PLEASE CALL CALLED TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU URGENT RETURNED YOUR CALL Message i Operator AMPAD 23-021-200 SETS EFFICIENCY® 23-421-400 SETS CARBONLESS �,. _J Assessor's Office(1st floor) Map � , Lot DA,ft Permit# Conservation Office(4th floor) Date Issued /`' 9 g Board of Health(3rd floor)(8:30-9:30 1:00- 2:00 ✓� ,�® Fee (]d ,C1d Engineering Dept.(3rd floor) House#l � BARM MABLE. MASS _ 19 .a,� .� EDMArA W- OWN OF-BARNSTABL BuildingPermit Per t Application Project Street Address oV,.,�! )en . Village 1 TYI>41an,I Owner /Jr''X ds;A' L�C- k*p< y Address ? 00c:0 (lw-mo uo-f leb Telephone 56 8 7 71S D"3 Permit Request e aouM/t/ p,4 Oyu Sh�5V IVei(. 1,?S sr- 'Total 1 Story Area(include 1 story,garages&decks) square feet Total 2 Story Area(total of 1st&2nd stories) q 1,4 square feet * Estimated Project Cost $ 2 1 0 Zoning District Flood Plain Water Protection Lot Size Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use Proposed Use Construction Type Commercial Residential i Dwelling Type: Single Family Two Family Multi-Family Age of Existing Structure Basement Type: Finished Historic House Unfinished Old King's Highway Number of Baths No.of Bedrooms Total Room Count(not including baths) First Floor Heat Type and Fuel Central Air Fireplaces Garage: Detached. Other Detached Structures: Pool Attached Barn None Sheds Other Builder Information Name 4 lx'h!l*T1' z 6- InIc. Telephone Number 6/7 76 Z 4/0 Z,�' Address 406 SS A9, License# A101QA1A0VJ 444- Ozo Z Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �l oSIGNATURE . k DATE k / BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) k FOR OFFICIAL USE ONLY 1 , PERMIT NO. 6Vv DATE ISSUED M44 MAP/PARCEL N !• �. ADDRESS VILLAGE . OWNER x a:r DATE OF INSPECT ON: FOUNDATION f�, FRAME INSULATION FIREPLACE' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH. 'FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. I w The Cantnio wealth of A/assachusetts r,- ;rryt M.. - =�•�� Department of Industrial Accidents office o/Iffa fgaUoos 6ll(I f�'asbin�,ton Street x Boston,.Hass. 02111 `- Workers' Compensation Insurance Affidavit w_ �Annitcant mformation• - Please PRINT lertb name: A 60/41%m 466. citx wo&)m / nhone# 760 I am a homeowner performing all work myself. D I a sole proprietor and have no one working in any capacity 1 am an employer providing workers' compensation for my employees working on this job. comnan name: S'Akre- address: ��. nhone# insurance cod-tl?' polio•# .... _.r...«....,r- . .:> •n,,,,•,•.,.,.,,.r,..'.-.fir. .. ...„� :..,. ,. - _ - ._....eer ..- r'�" ,"�i"-":'^'''J�..r...�.... 1 am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: comijanx name- address: phone#! incurnne ,co pelicv# • . --r:� yerz <. ..savrer�-y-r— .'T'ecerW-'�F--+.....n ..-�tiu�J *�41�'' r '7'�"M'4. - -- .-•"^ ! o: Z.::. m nv n e• address, cill phone#: insurance o nolicv# :Atiach idditional'sheei if ii- 32 �: ^�;.+w^�;p :":• :"`�• ` " Failure to'aecure coverage as required under Section 25A of I%ICL 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a day against me. I understand that a cope of this statement may be forwarded to the OtTice of investigations of the DIA for coverage verification. i do hereAr ee d nd i,e ins a-1peisajaes of pedun•that the information provided above is true and come O� H. ��� �1�su to Signature 00 Print- 7(name �Nffif5 / • off Phone# /'7^ 760Z^ �� r� F doTi o not write in this area to be completed by city or town official city or town: permit/liceuse# riBuilding Department Licensing Boardk. check if immediate response is required OSeleclb p Ofnce 011ealtb Department '= contact person: phone#; Other Inntd 3AS PJAI :. inorrri >Cion a-nc 1•trsfrtiCt�nis .� Massachusetts General Laws chapter 152 section',15 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an enzplt ti ee is defined as every person in the service ofanother under any contract of hire, express or implied. oral or written. An c nrplmver is defined as an individual. partnership, association. corporation or other legal entity, or any two or more the•foregoing engaged in a joint enterprise, and including the legal representatives of a deceased emplover, or the receiver or trustee of an individual , partnership, association or other legal entity, employing employees. However the owner of a dweilinz house having not more than three apartments and who resides therein, or the occupant of the dwellin- house of another who employs persons to do maintenance, construction or repair work on such dwelling houE or on the ,rounds or building appurtenant thereto shall not because of such employment be deemed to be an emplover. MGL cha.pier 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonivealth for any applicant N%•lio has not produced acceptable evidence of compliance with the in coverage required. Additionally. neither the commonwealth nor any of its political subdivisions shall enter into anv contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter Ila been presented to the contracting authority. ( e,�r,•x :.fin �:e.:�� .y �x► -: `• 37�+ r s ----- Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers as all affidavits may be submitted to the Department.of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested. not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. Please be sure thn t the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Pleas be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. Tl e Office of'h �-tstihations would`like to'thank you in`adviiide fory6h t~oopem loiT•aiid�hoitlol�Woti`ha�+e any questi ns please do not hesitate to Live us a call. r p••tyrv.ire•r.......n.•..�,r.r•-.n...;.c• _ The Department's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 a r^ Commonwealth Electric Company CO I�ctric Cranberry Highway War Wareham, Massachusetts 02571 Telephone(508) 291 d)950 Reply to: 484 Willow Street Hyannis, MA 02601 November 6, 1995 Bonfatti Construction Co. Mr Charles Comeau Re: Service Removal - Mary Dunn Rd Pump Sta. Dear Mr Comeau: This letter is to confirm that the Electric service to the small outbuilding, scheduled for demoli . has been removed. i Very T Yours Ic rds B. French Customer Service Supervisor RBF/Ir I/I 30Hd SOLS+OSBO+I GZ+80S =Q I 01810a'I3 HL'IVHMNOWW00°WONzI BS ° 60 SS-90-AON .:'ti..: r•. 1-rrw.+•+-•'tir'+p.'..�.�...rpwhr� �� �v � .� r,;-.�.� -^M-• ..y...,�.M .... _.�vw �. r'++-r..w�-..^rsw.,�...-.o.�.,f�.F.•ti. Assessors map and lot number .3 1:...........4.'!3.............`. Sewage Permit number None THE T TOWN OF BARNSTABLE i BARMABLE, i 0pY .e�� BUILDING INSPECTOR defolish APPLICATIONFOR PERMIT TO ............................................................................................................................. TYPE OF CONSTRUCTION .......Wooden ] uRlkilng. ..................................................................................... ....October 3.,p..........19..74 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ......Mar�... ..ROad .............................................................................................................................................. 1XMrkUse .......Barn.................................................................................. .................................................................... Zoning District ........................................................................Fire District ...Hy811T1i3 Fire District Name of Owner Barns table„Wat er...C ompa y ,,,,Address47...Q1Cl...Xarmala th...8d-0.a...I3yt3triT13,s........... Nameof Builder ....................................................................Address .................................................................................... Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ..................................................................Foundation ...........................................................:.................. Exterior ....................................................................................Roofing .................................................................................... Floors ......................................................................................Interior .................................................................................... Heating ..................................................................................Plumbing .................................................................................. Fireplace ..................................................................................Approximate Cost .................................................................... Definitive Plan.Approved by Planning Board ________________________________19________. Area ... . ... .•................................ Diagram of Lot and Building with Dimensions Fee .... . .-.C:. ................. SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to'conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ARNSTABLE WATER COMPANY Name ... . ..................... Barnstable Water Co. No A7354. Permit for .....demolish barn ............................... ............................................................................... Location ..(-?tkiary..J.)unx)..R0.3..................... .............................livannis................................... Owner ................Bam.,%tahl.�.. ........ Type of Construction .....f?7ar.ne........................... ................................................................................ L-151ot ............................ Lot ................................ (Permit.Granted ..........0.q.t.Pb...P.r....4. .........19 74 Date of Inspection ...../ .....................19 Date Completed ............. 19 PERMIT REFUSED ................................................................ 19 ............................................................................... ............................... ............................................ ............................................................................... ............................................................................... Approved ................................................ 19 . ............................................................................... ......................................................................... Ilona TOWN. OF BARNSTABLE t6319- BUILDING INSPECTOR . . do&oTioh APPLICATION FOR PERMIT TO �--------------------.--'..:..—.-------------.- ' ' . . TYPE OF CONSTRUCTION --.1��odon..�n11d���.____________________________. . . . . ` —.Oc.tob.er---.�'..........lA....?4 TO THE INSPECTOR OF BUILDINGS: ' The undersigned heoa6v applies for o permit according to the following information: Location ......ri �?�v'T}oY�n_Road_______,_____`_________�~_~_.�____..�___________.__ B8�� ' ProposedcU�e --------...--------------.---------^-----------------------' . , . Zoning District ------.----.------------.Five District ..'���l��g����u'ir a.�r[������`�----�—. Name of Ovvno, .t*b]!�'��=tA'Y'O{�������—�A66,es ���.Yf��. ��...�� ---.... _ Nomeof Builder ----------------------'A6dnsx ......... .................... .............................. ----.......... Nome of Architect ----------_-----------A6Jnes ............................ Number of Rooms ----------------------Foun6oiion --------�----� .............................. ' ' . Emerior --------------------------'/—Roofing .-------------'-------..�--_—,_ ` ` Floors ----------------------------.]nterior -------..�--------_—__________' . Heating ----'---------.-----------.'F1umbing ------------.—.~',___________ ` Fireplace ---------------------------.ApproximoteCox -----------__________,_ ' Definitive Plan Approved by Planning 800n6 lg---_' Area .......................................... � Diagram of Lot and Building with Dimensions Fee' ^ —���—'---���------ ' ' . ' SUBJECT TO APPROVAL OF BOARD Of HEALTH ' - ' . . - . ~ . . ^ . � . . . - . . . . . . ' ~ . . . . . . . ' | . | | hereby agree to conform to all the Rules and Regulations of the Town of Barnstable,regarding the above ' ' construction. ' ' ' . . ~ -� ^ ^��' Noma --�.���?������/— ... ... .. . .. . ��.��------., " - ' Y Barnstable Water Co. No 17354 Permit for ....demolish barn Y� ................... ............................................................................... Location Mary Dunn Road ...................... ............ Hvannis ............................................................................... Owner ............Barnst. . . ...able..Water. ...Co.............. . ...... . ...... ......... . .... . Type of Construction frame................ ...... ................................................................................ i -Plot ............................ Lot ................................ Permit Granted .........October 4 19 74 Date of Inspection ....................................19 Date Completed ......................................19 PERMIT REFUSED ................................................................ 19 ............................................................................... ............................................................................... ............................................................................... Approved ................................................ 19 . ............................................................................... ............................................................................... 629 & 656 MARY DUNN ROAD WATER FILTER SHELTERS HYANNIS, MA . of ... NEW SHELTER BUILDINGS..Y Ir V) 05 '1 Cr � tj [/,01 n � Y f OFgAR S wD_ 6ID C _ O 65 CD rs`-:'-'- � y,-r, ��-�a..at-Z• �.�.ra-`r .. t, � . s'. y. -' -�'`�'e.,:-s '. Hyannis Walw Finer Shellerlonjed-Building Code Relew-Mary Dunn 2 Site GENERAL NOTES: - CodeSmtion Descrition ' Requirements IST OF ABBREVIATIONS - DRAWING SHEETS: W Q IeC G1 CONTRACTOR SHALL BE RESPONSIBLE F& CHECKING AND F.F. BOVE FINISH F OOR 311.3 Use Group u Utllny and Mi...11 neous Group U COORDINATING ALL DIMENSIONS WITH ARCHITECTURAL O APPROX.APPROXIMATE GENERAL Q 602.3 C...tremonr DRAWINGS. IN CASE OF CONFLICT, THE ARCHITECT SHALL BE GO-01 COVER SHEET Type SB' UnprelecledWaodFreme IT. BITUMINOUS NOTIFIED AND SHALL RESOLVE THE CONFLICT, CB ATCH BASIN ST1.1 ARCHITECTURAL SITE PLAN-EXISITNG W cn Z Table W2 Fire-Resistence Ealerior Wall Distance Be ad on are separatmn diet.... MU ONCRETE MASONRY UNIT ST7.2� ARCHITECTURAL SITE PLAN Cemenim, oramenWidings CONIC. ONCRETE [-� W Co awalonr se Less than 1 rfirereM G2 IN ANY CASE OF CONFLICT BETWEEN THE DRAWINGS AND rce g regwrea CONT. ONTINUOUS CIVIL Consbudim Type 56 5;mm l le the rating required THE PROJECT SPECIFICATIONS, THE MORE STP.INGENT Q UAL 2M8M--SiORMWA Pt9lN h� E-1 Conswdim Type SB to to 39 Onrfire rating based on fire separation distance REQUIREMENTS SHALL GOVERN. W. ACH WAY Analysis: Tines.draw,ingsap—andNm ddgmnsto the e=Isnngbummng G3 THE CONTRACTOR SHALL MAKE NO DEVIA1.ON FROM DC AONDRICAPAIN ARCHITECTURAL ✓� r--T--1 Q Q New building will be 2,926 Square Fast A1.1 MARY DUNN 1 SITE.CALGON SYSTEM SHELTER PLAN W No building separation dl,,nce lsre wree- DESIGN DRAWINGS WITHOUT PRIOR REVIEW BY THE ARCHITECT. T EIGHT I--1 Table 503 cbnswcam ryce sa 1 scones.boa gale,5.500.q.ma met per now maa N N VER T N A1.2 MARY DUNN 1 SITE CALGON SYSTEM ELEVATIONS No sprihlkler system modification OUT N VERT OUT - A2.1 MARY DUNN 2 SITE TIGG SYSTEM SHELTER PLAN Total Proposed Building Area=1,9365E G4 WORK NOT IIJDICATED ON A PART OF THE DRAWINGS BUT D NTEROR DIAMETER A21 MARY DUNN 2SITE TIGG SYSTEM ELEVATIONS W CO z Ex EW,g=1,267SF Addllons=,,659SF REASONABLY IMPLIED TO BE SIMILAR TO THAT SHOWN AT C.C. EAD COATED COPPER A3.1 MARY DUNN 2 SITE CALGON SYSTEM SHELTER PLAN L~ 06 z 506.3 Thea.9ructure wll not be protected by a Wdnkler Wee— . CORRESPONDING PLACES SHALL BE REPEATED. AAX VAXIMUM A3.2 MARY DUNN 2SITE CALGON SYSTEM ELEVATIONS 601 Type 513 Cmst—den Fire RatingDa 01 Elwn%s IN N } INIMUM A4.1 SCHEDULES Item Fla Rating Regd scnpuon G5 ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND NOT APPLICABLE A4.2 WALL FRAMING DETAILS W _ stacwal Fame onr Design meats equiremens A.C. NOT IN CONTRACT A5.1 ALTERNATE2EXTERIOR DESIGN Exledor Ba.dng wens ohr Design Meets Requirements LOCAL LAWS AND REGULATIONS. N.T.S. NOT TO SCALE Interior Beanng Walls o hr Design meals requirements E1.1 LIGHTING LAYOUT Interior Patti— ohr Design meets requirements O.C. ON CENTER COVER Floor..oswcaon ohr Designmsetsrequiremems G8 GENERAL CONTRACTOR SHALL COORDINATE LOCATIONS OF D OVERHEAD DOOR H RowCOnstnNotion ahr Design meetsreq,lmme,a OPENINGS, PITS, BOXES, SUMPS, TRENCHES, SLEEVES, H. OPPOSITE HAND DEPRESSIONS, GROOVES, AND CHAMFERS, WITH MECHANICAL, AV. AVERS EL903.2.11 Specifi,S.Idingam., Use GmupU 6ec.p6on:Gm.psRJ3U T. PRESSURE TREATED S dnkler6---—Re dad ELECTRICAL AND PLUMBING TRADES. un.1 Historic BUldings:Code Setmh Does Not Apply IM SIMILAR TO - - .S. STAINLESS STEEL IEBC In—tonalExisfing Building Code G7 THE STRUCTURAL DESIGN OF THE BUILDING IS BASED OIJ TREAD 01.5 Compliance Method-Exception S. THE FULL INTERACTION OF ALL ITS COMPONENT PARTS. NO YP. YPICAL In.It.m me appre�or of the code o portion of its,ians complying it a the Jews to existence at menroam.bmtdmgor the arte<toapodiononl»bullmng..asewnsnalleeoonsmeredin PROVISIONS HAVE BEEN MADE FOR COFIDFRONS OCCURRIIJG O.N. NLESS OTHERWISE NOTED cwnpilame win the prevision of Ws code unless the Whiling is undergoing more than ahmited DURING CONSTRUCTION. IT IS THE SOLE RESP014SIBILITY OF - OMITORY _ swchnal iteration asd.linSectienW7.4.3. THE CONTRACTOR TO MAKE PROPER AND ADEQUATE I.F. ERIFY IN FIELD CB INYL COVE BASE 404.I Alteration-Laka2 PROVISIONS FOR STABILITY OF, AND-ALL STRESSES TO, THE WITH Leu92.11—ions Inched.the—hriguranon olspsm the addition or ellmluall.n of any door STRUCTURE DUE TO ANY CAUSE DURING CONSTRUCTION: or window,me—migure xt tion or or any system,w me Installation of any addith,ma1 m IAMETER _ awipmen- LUS OR MINUS 407 Addition Additions toexlsun Wilding,shall comply Wth Chapter to G8 CONTRACTOR SHALL NOT SCALE DRAWINGS. CONTRACTOR SYMBOL LEGEND aSHALL REQUEST ALL DIMENSIONS OR INFORMATION REQUIRED 6022 [t:dorFlmrFinish Snallc.mpiywllhsedionB04a11heIBC TO PERFORM THE WORK FROM THE ARCHITECT. WORK602.3 dorTh. All neWy Installed Interiorhim materials sholl comply wnth COMPLETED BY THE CONTRACTOR WITHOUT DIMENSIONS OR SEE DETAIL 88 ON SHEET "'""MRM sectlon606of the ISC INFORMATION SHALL BE DONE AT HIS OWN RISK AND SHALL XXX nA Iec BE REMOVED AND REINSTALLED TO TFIE'SPECIFICATIONS OF --J�— REAK LINE - B03.9 interior—11and ailing finish 49.remems by oc .n -U THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. fi—r DIMENSION LINE —h.Group U Ezll enGosures No ResVlclions ,- Cwndms N.Ras in.lions Rs NoResldGlon. T -1 BD3.,.1 weri wwanand mnm Rooms XTEN calling nmendle G9 MEANS AND METHODS OF CONSTRUCTION AS WELL AS —� Q NoRestnotions COMPLIANCE WITH OSHA AND OTHER SAFETY LAWS AND oo POOR TAG r "oRee la Ions REGULATIONS IS EXCLUSIVE RESPONSIBILITY OF THE Z 801.4.1 No uid Minimum Criliral RaSem Flttt FlmrIs concret.slab CONTRACTOR, HIS SUBCONTRACTOR(S), SUPPLIERS, OA INDOW TAG CONSULTANTS AND SERVANTS. NAVD '88 i ASFa q( G_ T ;,9: INDEPENDE SKETCH PLAN SHOWING NCE DRIVE I I/ — —W—i�/ / —7`Y y/ \ �`��x_ I GF ••• r' �_�J— /- _ _ r Bates " o 4 EXISTING CONDITIONS t W ..Z. /T.=. —/� — q '4MS .p Pond goy -_ s AT #629 MARRY DUNN ROAD z IN NT' Y BARNSTABLE (HYANNIS) MA Q x� TYp " #656 I x / •• Pia Na'F= FOR d i �' II (�' ) /x I 1 STORY � NC P^°°°k THE TOWN OF BARNSTABLE ; I;WATER OAT 'BLOCK D.P.W. — SURVEY SECTION — 0' I'\\(Typ? I j0 BLOCK xri IE: AUGUST 17, 2016 SCALE: 1 —20 I � I I i BLDG 20 15 0 20 40 ; '� O.\ aeT wa i O WOODED o o N SCALE IN FEE a^ r O w N'K rn ELEVATION DATUM IS NAVD '88 I �' x(TYP --�i o- - o �l >ycA Q Y LOCUS MAP zoo N DIG SAFE U I F-I BM -*1 /fir o I 0 72 HOURS BEFORE DIGGING I OP OF IP /I�; i---`__ ' I C NC PAD Z CALL 1-888-DIGASAFE I �0 QI W/TOB CAP x 1�'-%�-_ /TANKS CHAPTER 502 SEC 40(1980) Ii �i ELEV=39.26 (TYP) ' Q (o cz NAVD 88 m/0BUFRUTILITIES ARE SHOWN PER QI SURFACE OBSERVATION RECORD PLAN INFORMATION ANO PAROLE 3 0 EVIDENCE. UTILITIES SHOWN MAY r �I NOT BE WHOLLY ACCURATE AND I UIL C-11�LF 1' THERE ARE LIKELY UTILITIES NOT I I RIM-38. SiII[I I I I r . '- SHOWN HEREON. CONTACT DIG-SAFE I I - /I I 1 1 l_.-' I I I Eo 0 0 SURVEY DATA LEGEND BEFORE DESIGN & CONSTRUCTION. II \��y ����I I/ I I hI I��A�� IF1 I I c 2 o (7�TSHRUBREE CONIFEROUS I //Q I CL-F IVIiH `JC I I I�JL'IT I• ---J , II O CD F,/� 00 L� TREE DECIDUOUS - I L,L�I RIM �� �1` 35 V UTILITY POLE UUTLITY POLE WITH GUY WIRE UTILITY POLE WITH GUY POLE 7 UTILITY POLE W/LIGHT NOTE: piXI�F.FLAG POLE - 7 TRA FICCLIGHT r I \\ / / / AN SEE ENGINEERS PLANS FOR B OFFER F� H—$'BNFFIC coNreoL Box LOCATIONS OF UNDERGROUND I I �\ 3 W�}OD,Pb WOOD POST UTILITIES ®WETLANDS FLAG • TELEPHONE SPLICE BOX - p TELEPHONE BOOTH L -J p LIGHT'BOX CONCRETE rra WATER ELEVATION —____1\ i �I�I\\ / / f••I PRIVATE WATER SUPPLY L O SEPTIC LEACH PIT 11 SFIRSTEPTICFLOOOX '{�I� \\ I I� CHECKPOT S SHOT ON - #629 "S '---- STAKE & TACK ASSESSOR'S MAP: QIcl • MASS. HIGHWAY BOUND FIELD SURVEY BYECTRC�tdIC W a Q BOUND WITH DRILL HOLE PARCEL:004/XO2 TOTAL STATION & GIBS. I I A O - *} MONEL RIVET ul t DRILL HOLE —� DSIK BARNSTABLE, TOWN OF �� �� 3i'T3 I O IRON PIPE S1�x x v�" x— x \ <B] I l.Y� #12 O rl z . IRON ROD (BRNWATER) 6 CL V1 Z K HAND HOLE ELECTRIC I K CATCH BASIN REF:19847/223 1 I Q #13 �` E"+ �+ Q CATCH BASIN D ROUND 1 I I B W Q • CATCH BASIN ROUND Q O SEWER MANHOLE X = TELEPHONE MANHOLE 1 X WATER MANHOLE I I O O M.N. ELEC. SMSLDRAINMANHO EAGE HOLE (�l xl N I Q Q • GAS GATE SQUARE - N I LL I #1 A #11 • GAS GATE ROUND `F POWER PEDESTAL DEWATERING AREA �30�96 311 Jz h��11I \ �� W L Z • WATER GATE ROUND I I / Sz..d HTDRANT �I SIGNAL PEDESTRIAN /\ / I �L /O [� PARKING METER /— \ I� Z O SA TELIITE DISH 31 a0 I I Q D� p BOULDER - 2ep5 \ GASOLINE FILLER L\ \ 1 ,I ONRY I I CV �- O GAS LIMPCA MET 'l \\ �2 I 1V1gCK ' 13/.53 F'YCD 0 TRASH CAN j6 G' I B MAIL BOX PUBLIC SO, \ I / BL / I a- 0 MAIL BOX NO ME #15 °Existing Site Plan O COLUMN CONCRETE \2843/ ' # & CONCRETE POST O / I I/ = 0 METAL POST F + CO C STEP z p HAND HOLE ELECTRIC I I TEST PHITLE CONIC PAD 2 I SNP) ' z �- 10A�TEST WELL MONITORING W/TANKS )� R 6 HANDICAP SYMBOL } INVERT OF PIPE /j,[� \ 12 �x �l31.9 I ® VENT PIPE ` Y�'�� — S—�� I — — SLICE BOX �+,(� I'�_ - 0.00 SPOT GRADE \/ FT G I1��' HYD I c0000x= STONE WAIL GRASS �T�O '1 I • 0 I (TYP) 1190 — — — EDGE OF VEGETATED WETLAND 7J I I I II 3/38 xo. —z— CHAIN LINK FENCE 1 / _ ——O— POST& RAIL FENCE I S TOCN ACE FENCE X 3 I #1 6 _ GUARD RAIL WITH CONC. POSTS TEMP ELECT O I I I GUARD RAIL KITH METAL POSTS SERVICE 329 0 I I GUARD RAIL WITH WOODEN POSTS EDGE OF WOODS \ I .� GAS LINE I I D WA TER LINE t� W — TELEPHONE LINE 5l 30.9 ~ —E— ELECTRIC LINE x I I Q —S—•— SEWER GRAVITY LINE —iM—•— SEWER FORCE MAIN 2 I I - wx ev: aecrww. --- EDGE OF PAVE ENT EDGE OF CONCRETE O TEST WELL x '—�4--x O �'Is9 I �� MRM • ..... EDGE OF GRAVEL ROAD WA R ATE 6• CLF� I 3{'3S CURB STONE VERTICAL II --- CURB STONE SLOPED - I Ir� III \ ----- BITUMINOUS CONCRETE CURB ♦ /— Y . ..... . FLOW LINETIMBER EDGING ET) . .... EDGE OF CULTIVATION \Y B M\ II I J EDGE OF LAWN CE TER TOR OFF I) Z ELEC HAND.BOX\ /� I ARroCHITECTURALSITEPLAN ST1 ■ 1 ELEV=32.67 \/I #17 NAVD 88 I I I NAVD ' 188 I 9- AS -w F---I.! - `�_---ACT I GE __ I _ -- � �RItiE 1 i _w—, INDEPENDEN DRIVE SKETCH PLAN SHOWING �— 2. �.,_�-�_— _�._._��—� � ears D AQWS EXISTING CONDITIONS I' r8" 11 r i W �.y P.dAT #629 MARRY DUNN ROAD _ /� _ -- IN , I �� HYD/ x RNrR BARNSTABLE (HYANNIS) MA Q �X� (TYF�) �F7 k _ FOR / I f / / x 1 STORY ! P"�� THE TOWN OF BARNSTABLE ; IIWATER GATCONC D.P.W. SURVEY SECTION 0 \(70) L CK x� DATE: AUGUST 17, 2016 — SCALE: 1'=20' I Dona 20 15 O 20 40 V/Q it %\ � %�� (o Q n O 1 �1150FT �Qb� �I / / WOOD W o �,\ RPORPWAr SCALE IN FEET �w i /�/ �IN�v"EI TANII� ':`•,i /�)� . /I co ELEVATION DATUM IS NAVD '88 LOCUS MAP z� �'' �x(TYI�— � o w�� Y DIG SAFE i F BM -n /< ' c! o` cu 72 HOURS BEFORE DIGGING 1 i OP OF IF IDF 7 I C NC PAD CALL 1-888—DIG—SAFE 1 p QI � ""' /_ —�_ /TANKS PER STATE LAW 1/ =I W/TOB CAP x INCREASE _ c CHAPTER 502:SEC. 40 (1980) i �I ELEV=39.26 ! jj/ �_x (TYP) = a UTILITIES ARE SHOWN PER I Ni NAVD '88 �i / / ---�\ QQ CL 2 SURFACE OBSERVATION RECORD 1 // i / / / �— 1 I I I PLAN INFORMATION ANd PAROLE I L I I� //// / —3D - II BUFFER (i o EVIDENCE. UTILTIES SHOWN MAY r 1 �\ELII � ,i I I I I I I �O ID t1 � / // / I I I a� NOT BE WHOLLY ACCURATE AND Y �1 C Uk-r / / / I I I E THERE ARE LIKELY UTILITES NOT 1 1 ( I I I x .= SHOWN HEREON. CONTACT DIG—SAFE 1 1 RIM=38. Si _ SURVEY DATA LEGEND E ( 1 — I I CIS G p SHRUB BEFORE DESIGN & CONSTRUCTION. i\ O I I i I1 I-,� — IA I Q o TREE CONIFEROUS 1 I rh�%1H 1 I I µ� I I O Q (n 00 TREE DECIDUOUS /X 11` U�--�' 35 ' I I UTILITY POLE NOTE: 1 wI RIM=JL,L�4, UTILITY POLE WITH GUY WIRE I X • - .UTILITY.POLE WITH GUY POLE 0 UTILITY POLE N LIGHT SEE ENGINEERS PLANS FOR u HT vo`sT LOCATIONS OF UNDERGROUND TRAFFIC LIGHT UFFE R I--I-SIGN WOOD POST FIC CONTROL BOX UTILITIES I- i \\\ V�OODb // /// 50� B ®WETLANDS FLAG I Z I \III • TELEPHONE SPLICE BOX CI TELEPHONE BOOTH ( 0 LIGHT BOX CONCRETE w0 WATER ELEVATION • PRIVATE WATER SUPPLY _--- I' SEPTIC DE BOX PIT FIRST FLOOR \ I I \ } CHECK SHOT 17 - - #629 -N-OTF -SPOT ELEVATIONcc) STAKE s TACK � ASSESSOR'S MAP:331 YIELD SURVE� BY-ELECTF?6I IC I I _ �+ ••� ■ MASS. HIGHWAY BOUND BOUND M1H DRILL HOLE z Q W a *} NONEL RIVET QN - ¢ DRILL HOLE JrZ N/F -------� Q- 31.]3 I ] W-1 O DISIR K a(n BARNSTABLE, TOWN OF \ \ I IRON ROD H W Z (BRNWATER) $1 PIPE 6' CL Q7 I # W z D HAND HOLE ELECTRIC QQ� REF•19847/223 �x x " 1 x— x I CrJ 1 W W CATCH BASIN 1-4 CATCH BASIN 0 FRAME F - I 1 18 1 3 ■ CATCH BASIN ROUND (n Q p X 1 I \ 0 SEWER MANHOLE TELEPHONE MANHOLE (n a.Z 1 1 O 1 \/ E-I WATER MANHOLE U) Q I 1 1 o Y.N. ELEC. Q O J 1 I 1 F4(Y DRAINAGE MANHOLE O MISL.MANHOLE �UZ XI LL, 1 Q Q GAS GATE SOUARE Q N I , #1 4 w GAS CAPE ROUND DEWATERING AREA POWER PEDESTAL �30196 'WATER GATE ROUND rr,^, HYDRANT - ! ! I }.83�� 1 V� W Lo SIGNAL PEDESTRIAN ^ / ' Q (o Z PARKING METER (c� / SATELLITE DISH `QCc 31I0 \ ' 29 / 1 1\ \\I// O� z p BOULDER ` 28[�'S \ 1 TORY IX1 Qf I �`/L QI Q 1 GASOLINE METER FILLER \ '\ \ / 1 _ Mq�S,ONRY N O GAS PUMP + '\ 72 ! / BLACK I 1 < 31.11 x 0 TRASH CAN 333ggg N MAIL BOX PUBLIC S I / BLOG I N MAIL SOX HOME O COLUMN CONCRETE 2SA3 7 , / 17 t I 1 #15 Proposed Site Plan p CONCRETE POST O P O YETAL POST T '� I Z 1 0 HAND HOLE ELECTRIC CO C STEP `^C� Q0 BORE HOLE ITYP) I z 1 CL a TEST PIT CONIC PAD s I 1 / 1 Ir TEST WELL MONITORING HAN CAP SYMBOL W/TANKS �)\��R + INVERT OF PIPE X _ 9 I Q 1 VENT PIPE _ - CE BOX 0.00® SPIOT GRADE _ �C`J' G �HYD I 1- MARSH GRASS �T ` STONE WALL FQ (25T M/ 1190 1 - - - EDGE OF VEGETATED WETLAND FT CHAIN LINK FENCE FOO SE 3'.58 - POST & RAIL FENCE O STOCKADE FENCE TEMP ELEC x 0 3 I 1 #1 6 GUARD RAIL WITH CONC. POSTS GUARD RAIL WITH METAL POSr5 - SERVICE I GUARD RAIL WITH WOODEN POSTS EDGE OF WOODS 17.ISOFT\ G- DRAIN GAS LILNE '� © 1 D 1 1 I ^• WATER LINE Cn 1 P I lL - TELEPHONE LINE 4F 30.9 1 3l�i 1 F- —E— ELECTRIC LINE x I 1 Q -G-•- SEWER GRAVITY LINE Y 1 -FY-.- SEWER FORCE MAIN Z J 1 I wn er acrrww.. EDGE OF PAVEMENT O 1.9] O �1159--- ,EDGE OF CONCRETE TEST /WELL X6,CLF X 1 3�33 . EDGE OF GRAVEL ROAD WAT�R GATE CURB STONE-VERTICAL --- CURB STONE SLOPED TYP FLOW BITUMILINES CONCRETE CURB ♦ I[' '//fir/� }/ NO' TIMBER EDGING (n EDGE OF CULTIVATION lu J EDGE OF LAWN lJ. a CE TER TOR O� Ij Q Z ELEC HAND BOX\ /� I /@ TECTURAL SITE PLAN S T 1 2 z R�� ELEV=32.67\\�j 1 1 ■ NAVD 88 I I 1 I uF Lana .. STRUDTORAL IDTEs CU • 01_ THIS CON,RACTOR SIVLLLORTOTIE ORDERING MAT ERIALS AnD THE START WOM S Trao pANCHRECT enMEOMTELr IF FIELD DDIDS DIFFER FROM AHAT STR COICRE E TO BEme PEI AT to DAYS.PRCVOE ARCHTECTWITH SH N,SLRB - .. NG CONCRETE DESIGN STRENGTH FROM TIE CONCRETE SUPPLER - - ° ADD ESSTAL REASTOEE SEPARATEDmoM PRESSURE TREATED .. _ : .. .. .. .. .. .. .. �� b�6 .. STEEL ED SECTON OBIODEROVGH CARPENTRY U - TO/7IT8(Of ��• SMmee.Mead boa...a a.wn.edrM ld,a.m.dr. .d d..ma m.m wd.B a.drb..: ' Structural oni BIs WOOD PROIDUCTS - _ - - - SS ESIGN TE LLOW FOR SUPPORT _ _ A,Lmm 5a mm AP1.IA.pdao_. OF MECHANICAL EQUIPMENT � �Or,SKQH Md Q VI ,•road. e.Awpa cz aCD .. PROVIDE TRUSS BLOCKING AS REOuI - FOUNDATION WAIL ti t. ap ao er..abdenmm- .. BY THE MANUFACTURERS SHOP CRA N .. 2.Rnahu oar d.adwmlroemoamdm w.boemm dl,e mmom N ELECT UB PAN LOCATI F _ ______ _____________________ ___� __________ _ 14EY1tlEDL SU9-PPNELIQCBTIDN 8'REINFORCED CONCRETE a.Mark wooer and deetm.d push maiLden inaP.cubo eB..cr apwdv'ea er d.ALsc mood :: .: . _� _ � d d _ __ ______ _____a_________ -- 12 X2P CONCRETE FOOTING a ____ ________ •w• ap.e,aalrsud.lae m.teads Toro rrwpndaPmrq.weasadwwwlmimlm. _ I IS' I 37-0'1. Nowl.bod.-DAYRO'boto 2.Wootl membardn conned pn wllh.prrq BasnlRB.•eppr benler.and walerpddprq. - - B.c .s oa mamba.' PAR'A,FA - .woes kern rp mamba.mm ae e.boor ae mlwa ebmelna Bwrnd... �.. APPROX.LINE OF EXISTING CONCRETE SLAB c. w y. day NAAAna mmatlo wamrq B.I.meaaa N ROOF USS @ r ran mPe6mU r...Am - - NEW 5'REINFORCED CONCRETE SLAB ON j O 1 D MIL VAPOR BARRIER ON FCOMPACTEO fYl N ew. W .a =MAP,L.mb.r STONE ON 95%COMPACTED STONE 1 O boon bode Caron - - - I I - I i I : w M uwEous DucTs RIDGE � .. .. .. - ab .. �"t,d re.d n a ty pm.w br nco�bdroa ... � m l l l O C Bd Sb A. Mmal Framrg Ancho..SN,,d F.dtY type endaz daa.d D - H ROOFT USSQ2' D.. l O T t.d.whrpf n,or eppmvetl e4ual anchma matle.wm dam e.algid m Indmle0 do dle .. .. .. .. .. ° .. - .. .. .. /� ` . W .. .. .. .. ROUGH CARPENTRY rvSTALLATIDN - 1.Set mu0n aaryrenbY 1A PAR and e.elz and nee x 1N mamba.P PRm we m line,m4 Arm - w O W ` . Lmale IM a.b NR9 andsmM1 SUP.R.to mmpy wNr RoN1 md,%All .. .. .. .. .. anaPh'ne doer mnmr.man. .. .. .. .. - O �-_L ..- .. Sx+aeh et.N bough mryenby roepbspetas.bomplY nprvN me(allow np: .. _l _ ___ _ _____ ___ __ _ .cneo NF12 z7z lmmweremm mamne. - _ zo. �— L EY .1 .. - - ° o wwm.a,ew rem.nteamem wmMB.mnpr,azmaa.,.r. .. .. EAMB (3)1. 4X111/4 LV )2X8 _-- -__ --- _ _ -- --- ---- _ -- -- ---- U .. . .. be32Dae,PasmdaP ScnaeUa of rw coe.. _ .. .. - .. .. .2 1 7r40" .: .. -. - Q- i 11'-1' 4'2' 3'10' 31' O - -KING SND5IJACK EACH SIDE .H.0 DOOR M.O. O a) O a, reeadan.ctacmraan mmanrrtadmera.w - 2 KING STUDSI JACK STUDEACH SIDE - - 0 00 .06B00-PREFABRGTED WOOD.TRUSEES G .ral Ldmpyrv.rmuaemen..1 atrudural arervinBa. - Exl.dtandmnripuodbo.1 prelabdmmd wmd RI—ulndlmlddm Im hg.. Typal di looR.Ol.a wood wAA.mdmd: ROOF FRAMING PLAN-CALGONCARBON SHELTER - FOUNDATION PLAN CALGONCARBON SHELTER z boo D.wb s. cd abuld.. d so-..—.1R red..mlumbarmbe p B e1W B BaPedee, p d, ym dfw..au.d - ers fnlalpi EealOn vatuea l� I I I np 'Arm baenrq antl.ncb.reprr To Bre latent bPV,Iddg dooSpo cooddPASIRS.re toffibbood m o brimld'A Rzpmobidd lity F.RoPt .. - .. .. .. .. .. .. .- ^ wgn arreh perm """bmm8 a bop Y ore .. P.v de.N B {Pod- tl MAP,bod by to MI I.Ig near fm.ad m R ke tod I . ..we.awoll S arm -SmMarda Compry an epdNebe.4mremenm Arm remmmerMa dal•Design - - ..s 'rr®bon ror meml Rate Cannxma Wa.a irusaea .. .. - -. RIDGEVEM O. Wood SILDIR,Dea On SN,Ad C n¢p"U wih p rep menm dl•Nap DIAR, s minmuon ro w wr cd.. b by N, - WOOD TRUSS ROOF SYSTEM SUBMITTAL'REQUIRED - - - I•PI d emnmw.Flat.meaulamrer oUa mibns.PlovId.No.,m nedor Itame maR—Ad by a R38 INSULATION nl pn Is rP and w bomp w TPI.Ue ty bonbm Pmboa..a fd F+i numdu ot dw'bras Rdlobod m TPI'Duaurymsmrwam ror Maml P eta cdnnmma - 'ASPHALT SHINGLE ROOF SYSTEM ON .. _ .. _ _ .. .. - _ .. I,^^ - W—TrUzzea - - - 12 - 30U ROOFING FELT ONrEXTERIOR W VI Z _ Fabr raldl QUAINDINAR..- de Noere.by a rmn whid,has a reborn al aucm.fdlY labnmllnp $�— ��GRADE PLYWOOD' - - - z 1 Wpo mUbdool a of wn ch-bo,p ea w lh No fd ow n0 repo rem ror R RALLY S PI _ '� SIMPSON HP.SAHURRIGANE CLIPS � Q. II Sm bo FSbP a bh:br cennedw P.b.:P d.meta mnr.cmr pmma ham a InB. - - - AT EACH WALL TO TRUSS CONNECTION h - - - - - -- - - - - ♦♦ .. l - - - ALUM.GUTTER SYSTEM.PIPE DOWNodd an re m .coons arM TPI _ y SPOUTS TO FRENCH DRAIN ape lobo bmdn8 ov aadmer m 1 niclr was is nW ............. __ d.. V l W C�C 9 adn .. .VENTED SOFFIT .. .. .. .: .. A: .. .. .. I..I G .. ai Oder 15aary Rd x a Nm m RN ed.n dl dod bo-a m RA,Bgo m a.o a ar ee xorx - ,'r i - APPROX LOCATION OF NEW PROPANE - - Um 7 BLOCKED OUT FRIEZE BOARD dd ao .. .. _ .. . n. _ '� HEATING UNIT MOUNTED TO CEILING O U) APPR TING UN .. NEW ELECT.SUBPANEL LOCATION CO.Z y 0%LOCATION OF HE4 RW Lin F.amrr masn wm.awmw,wim bm B•aae wmeer smndam manmaaure umber m mmpy old,Ps z0^Ameamn sdmma Lmb.r .. .. _-}- _ .. Smoaard•and won APprmb d gratl np Ill.Al nsmd an a0eaae.mNBpd b,American Lumba, .. ____ ___ INTERIOR FINNISH AS$DHEDDLED } S mrda Comm nms(lLLSC)emm Al Rer en - - ..� -- - P o lumber menNarerretl m adua ekes repaired by PS 20 ro I" do NA.iremmm L� .. .. ,� : .. - F�') � Z .. . ndmled berow DressN.SIS role.AR.-.e - . M.-I.Codem:See.md wnh 15_odd meR mum dp shire bon 1 Ilene Af d.MLN end - ' ! � - - II F - �7 WING TIRE Meam EXISTINil Q CALGON C BON FILTER ON sn'pment rorekes II less'. n a..lase othawr.NdiPddl _ 7(( creee Nd1 oas,pn vawaes m P.a Pna.ne pm.dmow: - .. - ! _ _ E ISTING CON R TE PAD _ .. § e MA DUNN 1 SITE Fbl.sbemANPoPFNdio UAW'p) coop= - -- - - TOTAL BUILDING REA=700 SF CALGONCARBON =Q E(mdedae Plemntkilyr 4 ! METAL SIDING ON DRAINABLE 9!e<a.. �j C� °. SYSTEM SHELTER lau000u ob. SIM HOUSE WRAPJ'EXIENORI- .d - GRADEPLYWOOD - I- ,Y ram- METALCONNECTDRP1AiE5FASTENERSAND CO ES ¢' I IY \ 1 �f1I'a�� ��l/ . Cormmbr P Fabncow bonnecldr ! le mmphnB w e M IIg .. .. .. i \\\l _ { tL.,lf \\\l Hot-0p GaN'Inds snot.Swchad game mm me HII N (phy m)em4,y sloe shm,bo oWNS wash ASTIA A HORIZONTAL BLOCKING Grade-A.Lm mated by h.td p premaa m pl, ASTM A 525 DaslO.lbn GIN); - °♦♦ ! AT B'-0'D.C.VERTICALLY boded obd Ncnn.sI.."'d bm Id D.]e" MAX - E n1c Zn I.Fd Steel Sheol Sbuclare(p II,mel eked mopYnB wN ASTM A- Cmd p CIA C, Id,1 pot,olboo. A.TM-A aaB Ebod,A:ono Rd DY ddepoN mum bo.ma male miw,a _ 3 ♦ l! v reB Pmdme eke.hpe mat w,m m m EXISTING FILTER EQUIPMENT ((r\`�\ _i ♦Ab) - -( . S _. ♦ ) rnmEr— F.mw n -eAeameranmadlpaed ma .. .. : .. ! .. .. _ _ MARY ALGON FILTER SH�CT�R'� FABR CAT ON (- cMwsamemb..toemuremelgmaa^p as B. p bs PSI ! � 1.314'%7.114'1.55E TIMBERSTRAND \^eta�3-' 1O'I - waoa bpmirXIn Ad d,Rd.R. ;.�—'�(1 4'L 26'U'- 'd" Fabrimomelel mnr.cmr pbtao m eke Imm�e..Rod a,ld,ore 'Ie re.1dol _ LSL-0D SNDITYP CAL)Q1r O.C. Im hP.aildBad.iBm Moe gurec'm 0a eem - 1 CARRY SIDING DOWN OVER CONCRETE W. naeemaP uu.mmmbma Ina I o rem.mdmlm Umg it.'or ounr mea.ro rrerae 1 BIM ! 1 1 EDGE OF EXISTING SLAB 1 H- dNlorm Iyq.amurecy.1 assembl,wl.do.TNnB j.nm-PPNbpn mambo.ro P.N.do... ! ; 1 FND WALL 12 - Donned BUaem ombem by modo..1 m.m m odor Pme.amurelory m. Poll.aU.y �i j TRUSS JOIST STRANDGUAR01-314'X T114' I'll BY LCT wro. 11 . ladandab AS IRof wppd mombon by moans.-Mlmiotl«appm.ea. _1ma .. 1 -'�•--ZINC BORATE TREATED SILL.: , .: .. . D.. ... .- .. MRM _ — 1 t02 , SCUE: wre: INSTALIATON: - - - - IT PA.I UF. More bow„ph -naneMabmcal menul.Wrer end de True \ I ; 112'S - nna 1 1 GRADE.. � DIEET NO, . Al' ce lP umb)orq peraemaerA Mnd.Iralea - a a 1D,,B odiOtoea ae es on EXISTING 24^THICK CONCRETE I 1 S'REINFORCED CONCRETE FOUNDATION .. 35'-0' . NASA Im In D a.by mearu pl Nnp e4U pwem doled 1O ek.end rypm of waled repulred. SLAB FILTER SUPPORT 845E 1 M5 BARS IF O.C.EA WAY - - (n eppuetl elaWO.ma un mrm.remmmeMeaWmbdmw e,.rd:InB w.rrn bdamaa.w. - 1 1 : NEW SYSTEM DRAIN PIPE.SEEPLUMBING J memo..Pr)dinta Moduf-plere borq rgmomar mud. NEW S REINFORCED OONC.SLAB - - Q P.dm._pANd'bradrrS a.rmul.dromemmn wa..R.mb.parem aM it robe. - ON IS MIL VAPOR BARRIER ON - ♦-�� .12'X20'CONCRETE FOOTING MIN - PLANS. A1 . 1 � ■ -' mmreo.nt brec ap Ulmm ed 6'COMPACTED STONE 4'-0'BELOW GRADE .. .. - Z Anchor w..e a..,,y It al..rInS mnl.I—PI,w.mNMm end.mlel dmte0 - rp ena m amp bommnonm ro on 2"RIGID INSULATION - SEE NOTE p3.1 . NEW WATER IN LOCATION.SEE ebb ror..to I,of n e.mn amdne. PLUMBING PLANS BomnboO�iNed Arno dead Imo_bmwrlB taboret Imes en borgph wm ale.BaIPamP - - TYPICAL SECTION A-CALGONCARBON SHELTER - - - - SCHEMATIC FLOOR PLAN-CALGONCARBON SHELTER do,u remenla _ a.tO _ Db not ml or lempve boas membere. ° 011 -, Ions and Tess •Th60e foll 11owing inspeclmns,and test:are in addition to those performed by state,municipal or ' county officials. • sn-place Concrete:Complete form and reinforcemen t inspection,for size and placement Advise A RIDGEVENT ' Adse Arcihited well in advance of cou nete pouring.No concrete will be poured until the - Architect appmves both fortes and reinforcement •SCHEDULE OF INSPECTIONS: ASPHALT SHINGLE ROOF SYSTEM ON •Provitle the Architect with a regularly updated construction schetlula and reasonable notice for 309 ROOFING FELT ON�EXTERIOR 12 �Q •t �B Inspections of the hallowing work - — GRADE PLYWOO 5r— i • General: Unforeseen conditions. Site Work Building layout WOOD FASCIA o, F6W61 Q Sub-grade utilities and drains. 'y"`•����SSS WOOD FRIEZE - Concrete: Form work Reinforcing _ Bearing conditions -- Framing: _ _ f f I -t H F • Anchors and Bearing condition - — - _ Field modifications f shop work Complete framing prior he concealment ' 1X6 CORNERBOARO r' • Thermal and Moisture Protection: -- AL -- -- -- I - -- - - - — - - [ c --_ W fV Waterproofing Damppmofing Fla g yyy�� Therm)al and sound insulation A METAL SIDING SYSTEM HY Vapor boners Roofing substrate (n • 71 Electrical,Mechanical,and Plumbing Systems. 4I CC0�-'' E Equipment and distribution layout Completed installation pdor to co cealment N - I : U • Finishes 6 Fixtures:,. • Foring.Wag finish F—y rf 0 I a Ceilings,Millrk _ Caseworkwo -- _ — -- - ^ Cc ♦tO� Mechanical,Plumbing and Electrical fixtures - '� _ - — �.� - _ I rr p v 06 02050-DEMOLITION: L Extent of selective demolition work is indicated on drawings and includes removal and o1(site _ ;;'y' '•y': I U disposal of the following: d I - 4 portions of building sh-Wre indicated on drawings and as required to accommodate new O consWction. �Awl�1\ l',II.,'I iiF- Reval of doors and h x am indicated'r ve. c.-�b�.w..' - — _ U) �mo Removal and protection of.-existing utilities Remodeling construction work and patching is included within the respective sections of specifications,including removal of materials far reuse and incorporated into remodeling or LINE OF FILTER EQUIPMENT INSIDE NEW SHELTER INSULATED METAL HINGED DOOR new construction.Salvage exte Her metal siding and store for reinstallation on right elevation. Relocation of pipes,conduhs,ducts,either mechanical and electrical work are specified by" mspective trades. - [� Provide temporary weather protection during interval between demolition and removal of existing (1 EAST ELEVATION-CALGONCARBON SHELTER �1 NORTH ELEVATION-CALGONCARBON SHELTER construction on exterior surfaces,and installaflon of new construction to insure that no water r_t _ leakage or damage occurs Is structure or interior areas of existing building. i a Utility Services:Maintain existing util'bes indicated to remain,keep in service,and protect against _ damage during demo0tion operations. [� Locate,Identity,stub fand disconnect utility services that are not indicated to remain. Coordinate with the Hyannis Water Department in coordination with locations of underground utilities. - Demolition:Perform selective demolition work in a systematic manner. 'A /�'h O Disposal of Demolished Materials:Remove debris,rubbish and oth er materials resulting(cote RIDGEVEM demol'Nonoperationsfmmbuildngsite.TmnsponandlegallydiscesaofmaterialsoR site. w If hazertlous materials are encountered during demorifion operations,comply with applicable ASPHALT SHINGLE ROOFSYSTEMON rTl V) Z regulations,laws,and,rairmn—conceming removal,handlingandpmtectionagainstexposureor - 30q ROOFING FELTON y`EXTERIOR W environmental pollution. GRADE PLYW000 51— 02030-Excavating,Fllino and Grading Lrj^yJ Locate all underground utilities and elements prior to excavation work _ Protection:Protect utilities,pavements.andotherfacilitieslnareasofwark Banicadeopen Q excavation and pmvide warning lights from dusk ha dawn each day. W000 FASCIA (n ec WOOD FRIEZE 1--I G Excavation:Remove and dispose of matedal encountered to obtain required sub-grade elevafions. - '7 /A/ (0 U Provide bracing and shoring as required in excavations,te maintain sides.Maintain until FF--11 W L Z excavations,are bac711ed. � z Stockpile excavated materials where directed,unfit required for backfill and fill. Excavate for structures to elevation and dimensions shown,extending excavation a sufficientCD distance to permit placing and removal of other work and for inspection.Trim bottom to required line and grades to provide solid base to receive concrete. 7X6 CORNERBOARD Dis I:Remove antl dis --- — -- -- — --- -- -- - - - -- -- - -y-- _ -- - - -- pose pose of unacceptable exmvat d matedal,bash,and debris from the site ! MARY DUNN 1 SITE _ 4 CALGONCARBON f— METAL 5031NG SYSTEM i SYSTEM SHELTER EL z i ELEVATIONS LLJMrs, ccm�ffs: t ( N Q asm ww UHE OF FILTER EQUIPMENT INSIDE NEW SHELTER _Q 1 WE ZST ELEVATION-CALGONCARBON SHELTER C1 SOUTH ELEVATION-CALGONCARBON SHELTER A1 .2 �J ua=ra �,„o.M MICHELE ---- cumLoSTRUC ^? N•.DTUB AL NEW METAL FLOOR SECTION - --ALTERNATEI - - - - 10/7/16 strvct.onl pi" Age, PIN NEW FOUNDATION WALL TO EXISTING. IB'- 6'-0' i PIN NEW FOUNDATION WALL TO EXISTING fy 1 ALTERNATE( .. - - .. hj �——RNATEI - -TRUSS DESIGN TO ALL OW FOR SUPPORT .a ¢ �' .1 h .: PROVIDE TRUSS BLOCKING - SLY G .. .. ..Of MECHANICAL EQUIPMENT —"� .. .. .. BY THE MANUFACTURERS SH - .. .. X .. - .. .. 41 I I ____ _____ ___ _ ____ L_____ _________ ____ ______ - NEW ELECT-SUB-PANEL LOCATION m - J' L .. r"I'll .. �4. .. B• 6'-0' 8' - 17 d' B• .. r ,) C) W .. .. WROOF USSQ -0'O.C. I jRIDGE S is -� - _ .§ z APPROX. _ TING CONCRETE j- XLNE OF EXISTING TE SLAB :I I I ROOF USS®L'D.C. _, _ _ _ -NTSI EWSREINFORLEO CONCRETE SLAB ON j >- - STOIL NE—OR BARRIER ON 6"-011PACTED j .STONE 1 .. .. _ __ ___ __ __ __ - _ __ ____ _ _ w-+ .. IL I I. �I .. �� EL BEAM 1=(3) -314X 1-114C L -. ._ )2X8 - m-- --- ---- -- - -- — - - -- ------ O Q i 00 2- 1.' L N .. .. 6KING STUDS 1JA CK SUTD 2KING SNDSI JACKSTUD O.H.1DOOft M:O. . 16'T -An.t. TA' 7-iP S-1' C� Q Cb 8'REINFORCEO CONCRETE FOUNDATION WALL - 12-X 20-CONCRETE FOOTING - - ,ROOF FRAMING PLAN-TIGG SYSTEM SHELTER FOUNDATION PLAN-TIGG SYSTEM SHELTERcl �.W EXISTING UTILITY AREA - .. EXISTINGUTILITY OPEN TO .. .. - .. .. .. RIDGE VENT. .. .. .. ., .. -. .. LADDER ACCESS BELOW LITY - WOOD TRUSS ROOF SYSTEM - - - EXISTINOPEN ITO�� BELOW -v TO ELO .. NEW .. .. .: - .. ASPHALT SHINGLE ROOF SYSTEM ON .. BELOW .. b 3D#ROOFING FELT ON r EXTERIOR - - LINE OF EXISTING BRIDGE + O f GRADE PLYWOOD .. ..5� .. SIMPSON H2.5A HURRICANE CLIPS - ATEACH WALL TO TRUSS CONNECTION .. ALUM.GUTTERSYSTEM .g'. Y [� C 'ALTERNATE I .. .. ICI ^ C .. -� �m 1 NEW ELECT.SUB-PANEL LOCATION �..Z -- - - VENTED S-11 .. .. of h- BLOCKED OUT FRIEZE BOARD 04 .; .. .. EXISTING TIGG CARBON FILTER ON r-----T --I - CO 2 .. .' .. gPPRO%LOCATION OF NEW PROPAN XISEXSTNG CONCRETE PAD.. HEATING UNIT MOUNTED TO CEILINGS NEW SYSTEM DR N PIPE AND PIPE SUPPORT I - - BY OTHERS,THI CONTRACTOR TO INSTALL mxoe 2 TOTAL BUILDING AREA 880SF ' I � METAL Q 5 SIDING ON ORAINABLE _ l _. _ .'PIPE SUPPORTS PALLED BY OWNER �MARY DUNN 2 SITE - .. 'I EWRAP ON EXTERIOR - - .. .z .. TIGG SHE SHELTER x .. GRADE PLYWOOD .. .: - - Q - ; INTERIOR FINISH AS -� - R R - SCHEDULEDN, . I U . . ..HORIZONTAL BLOCKING 2 - I ATF-TMAXAPART EXISTING FILTER EQUIPMENT - I MVDUNUH LT - '1-014'X 11111256E TIMBERSTRAND l ' 2 -SL41)STUD(TYPICAL)®12'O.0 _ .. .I r DIA ANCHOR BOLTS®2'-0'O.C. .. .. .. .. Aa. I�, WI 3X3%114 PLATE WAS HER - .. .. 4 .. _ (2)05TOPHORILBARS.TCLEARTRUSSJ .. .. .. e m Z .. .. Lu 1 Qj h zINCBOOISTSTRATED SIL01314'X 7.114' - IT wvo ZINC BORATE TREATED SILL � �— O T-0' MRM - ® 3z +as h - i GRADE 4fi'-0' h EXISTING 24'THICN CONCRETE j O'REINFORCED CONCRETE FOUNDATION - - - - - - - - v SLABFILTERSUPPORTBASE.' h j WI#5 BARS 16.O.C.FA WAY ,' . .' '' NEW SYSTEM DRAIN PIPE.SEE PLUMBING h PLANS '� NEWS"REINFORCED CONC.SLAB - J 1YX2D'CONCRETE FOOTING MIN - .. ON 15 MIL VAPOR BARRIER ON y� - 6'COMPACTED STONE - - -4'-O-BELOWGRADE - - .. NEW WATER IN LOCATION.SEE A . l PLUMBING PLANS - Z ATYPICAL SECTION B-TIGG SYSTEM SHELTER - FIRST FLOOR PLAN-TIGG SYSTEM SHELTER : - B RIDGEVENT • I i I I ' I I ASPHALT SHINGLE ROOF SYSTEM ON 304 ROOFING FELT ONi EXTERIOR _ GRADE PLYWOOD WOOD FASCIA I W Q Tg WOOD FRIEZE 2 p t I I I I IXfi CORNERBOARD j METAL SIDING SYSTEM I (Q ii -i f i mow] O ^ I fA 0 cL CL Ii I (4 U Q i O LINE OF FILTER EOWPMElT INSIDE NEW SHELTER INSULATED METAL HINGED DOOR O ❑ U) coo WEST ELEVATION-TIGG SYSTEM SHELTER ,SOUTH ELEVATION-TIGG SYSTEM SHELTER . a.r a z x w RIDGE VEIN I I ~ o ASPHALT SHINGLE ROOF SYSTEM ON i 30R ROOFING FELT ON t EXTERIOR I - Z GRADE PLYWOOD .. L [/1j,/] ❑ 12 F^q ❑ _ sFt j ry W000 FASCIA WOOD FRIEZE I c C Z C; w C.0Z � 06Q IXfi CORNERBOARD - - - _ - _ _ rn - ! x � cco = MEFAL SIDING SYSTEM } # •° �mMARY DUNN 2 SITE TIGG SYSTEM 9 SH ELTER W Ij j Lu il{ i I r - I I f I I I t Q A oaw MRIA aecr wr¢ I 1 ; mm 1 I ' I 1 I I er xp.. I I I I U) 1 J ,, Q _ i F ,EAST ELEVATION-TIGG SYSTEM SHELTER C1 NORTH ELEVATION-TIGG SYSTEM SHELTER z ��■ a.ru a ELE CUDI No.3477- STRUCTURAL GENERAL NOTES AND MATERIAL SPECIkICATIONS:.Commercial IBC Consiructlon 5 sc FOUNDATIONS 1.All workmanship to conform to th rep Ire ents of the Massachusetts State Building Code,latest edition - TRUSS DESIGN TO ALLOW FOR SUPPORT PROVIDE TRUSS BLOCKING AS REQUIRED 2.For.s tolbcaton antl gradinginformation,- see Sle Plan by others EQUIPMENT BY THE MANUFACTURERS SHOP DRAWINGS 33-0' - 3.Assumed net allowable so bearing capac ty q=3000 pelf,for a medium sand)navel composition.Other OF MECHANICAL NT, } 6 P 9 : .: : .. .' .: .. II 8'REINFORCED CONCRETE FOUNDATION WALL 4.lConcrete:Minimum the Engineer pf=350 - Ft ----- ------ ---------------- ---- , 10/7/1651fUCt.ORIY 4.Concrete Mini mum 28 de Engingt Pc=3500 psi,314'aggregate,designed American Concrete' - Institute Coda,latest issue,maximum slump 4". . ----------------------------------- a,) ZX20'CONCRETE FOOTING - Anchor bolts ASTM A307 galvanized,min.5/8"diameter,12"long w/2-1/2'hook spaced per Code Checklist or In concrete plans w/,Simpson ABU-series base,.SPACED 2'We for slab-on-grade construction - - - -.: ° : t . - (i.e Gore".Base %,elo). I OJ All walls to have min.2f14 top horizonlal,2'clear,to prevent shrinkage c.)All walls longer than 25 shell have vedlcal control loinl w lh walerstopp ng between wall loin) FRAMIINNG - - 33'-8' .. B• 1.All kmanship toconform to th requirements of the Massachusetts Scala Building Code,latest edYloh. SKING STUDS B - - 2.Structural Oeslgn Loatls 1 JACK STUD- I .. � Deatl loads.ACWaI Weight f Building Components - I t APPROK LINE OF EXISTNG CONCRETE STAB' � I Live Loads:Snow Load=35 pef(plus drift)with applicable retlualon. : j�p ATTIC storage-20 psf .. NE ROOFT USS®T O.C. - .NEW S'REINFORCED CONCRETE SLAB ON 1 .AssemDlyFlogr , D O psf. : .. - 10MILVAPOR BARRIER ON TCOMPACTED - Decks and Balconies-(same as room live loatl). _ j .. STONE Wind Load'Critana used(or 115 MPH Exposure B as noted per plans - I 3.Structural Steel:(as ra ulna - - a.ASTM A572 Gratle SD;shop paint with rust Inhibitive paint.Thru-Balls:ASTM A307,112"diameter, holes 9/16"d ameter - • .- :-I - - punchedb Weida: elds Shop weld cap and base plates to columns;shop weld bearing plates to beams,use E70xz electrodes Alternatively field weld by certified welders. - - - Zo c Deflection Criteria'U360 total load deflect on. - A O 4.rmberFramnq - ' rr1 (V a All new timber framing Sprdce-P ne-Fir Na 2 with Fb=1000ps1,E=1,30D,OOD psi,or better. j _ 1 W1 C) b Pressure treated timber(P T)'Southern Pins with Fb-1300 psi,E 1600,OOD psi,or better. - - - - F-1 c Laminated VeneerLumber:All L.V.L.tshall be 1 9E L.V.L.with i, 2.60.psi,00 E 1.900 etc Fv 285 psi, ¢ APPROX.LINE OF EXISTING CONCRETE SLAB I Fc per=750 psi,Fc� 3035ys Perellam(PSL)All PSL snail Damn.1.9E ES w lh Fb 2900 psI, NE ROOF T U55®T'O.C. G E 7 900 ksi Fv 285 p Poyer=750 psi.Fcyar2900 psi.Note that Micmllam and Parallam may be 'I n .. NEW 5 REINFORCED CONCRETE BLAB ON - -. .. used interchangeably. 10 ONE.ON COMPACTED 1.Deflection Crteda U46D Live Load U360 Total Load - - - SKING 5T0058 - j STONE. OA7PACTED STONE .-ON 95%C C C 2.Opt anal Prov de snap draw rig subm Hal of eng neared lumDersystams(or approval poor to � � .� V 1JACKSTUOmeter als pumhas rig. - .. .. .. N ELECT UB�AN LOCATI N NEW ELECT.SUBPANEL LOCATION 5.Metal Connectors As manufactured by S mpson Stro g Tie'Co shall be handled and metalled Per nufacturer B (3)2X7 _ ----- ---- - --- ----- --- --- ----- -0 requirements,w th all na Holes Hied wdn the s ze na 1 as spec red by mfgr.or herein - ImEi ��a m �aRafter to R dge Beam.S mpson LSSU ser es or S mpson Straps over top of plywood,spaced 16'o/c; - `: Rafter to Ridge Plate:Collar ties min.lx6o@16"o/c at top of Simpson Straps over top of plywood - :'I B( 2X10 --_-� r �i --_ --- - - M IL Q �spiced16'dc l l I rTb.Rafterandst top plate.S mpson H2 5A - - { - - 8-+e 1 B{P 16-7}' 3'-10' 3'1' - W > i c Bantl Jo st:Simpson straps at 4'o/c CS 14R-48-centered at band joist- i 1 .. 6.Bolts. 3KING STUDSB ` - I IDOORMO Bolts Inwood ham ng shall be standard machine bolts unless noted otherwise Boll holes In shall be 1 JACK STUD. { 2 KING STUDSB 35'-0' ` 1/32'larger than bolt diameter Boll heads antl nuts shall bear on standard malleable inn washers,or '- - - k,. - -- 1 JACK STUD il( .:BO I °`I1 .O '- square plate washers All nuts shall be refightened at completion ofjob _- _'' i- a I I 1 - 7 0 7.Blocking: P d; I--1 7: •I"' a Blocking shall be solid blocking-2,minimum and full depth of member, 1 1 EL - b Stud Walls pmv de blocking at 8'0'0/c,maximum height.Comers to e blocked at 48"c/o wit t ,o Nv - - - - - - - plywood edgenailing to this blocking for to rust 48"of these building comers. p 6 .I °I11 ALTERNATE 95%COMPACTION REOD, O C) c Na ling Schedule: T ALTERNATE 1 I I b Suld Blockng to Beating 28d toenails ea.side 1 ( m 1- till II - L' . Blocking Between Studs 2 IOd toenails ea.end or 2 l6d-end-nails ea.End [ o I PI NEW FOUNDATION WALL TO EXISTING d.New Framing:Provide 2x blocking for 2 jolstfrafter bays and spaced 48'o/c m joist and rafter plane of - _ I I - 1- i III - - - - all etlges.attach plywood edges to this blocking 8 Na nq le,. All n Log shall be In accordance with Append,120.Q,unless noted herein specifically. Multiple Snide i6d Q 12"staggered - .. .. - a.Allnalssh all b'common were nails. b:Sub-bore wh Its lend to split wood. - 9.Headers lass than4 0 use 2-2x6 all Otem per MA State Building Code Tables. I II—T R OF FRAMING PLAN-CALGONCARB N R O � FOUNDATION PLAN-CALGONCARBON SHE TER - - - .. .. -. .. - WOOD VENT 0 SYSTEM - - . ..RIDGE . . . .. DTRUSSR OF SYST _ _ . -. ASPHALT SHINGLE ROOF SYSTEM ON .. .. .. {��I W O. .. .. _ r� 3ON ROOFING . 5� �—GRADEPLYWOOD ON�"EXTERIO - IN PIPE.SEE PLUMBING - R C. NEW SYSTEM DRAINPIPE. UMBING Fi{ Z SIMPSON HIM HURRICANE CLIPS .. - .. PLANS. .. .. W AT EACH WALL TO TRUSS CONNECTION - - . .. .. .. GUTTER SYSTEM - HEATING UNR MOUNTED TO CEILING _________ .. _ _ .. ALUM 4 APPROX LOCATION OF NEW PROPANE—V` �- T O VENTED SOFFIT fWT.I Q .� .. W ! N � I :EX STIN�CALGON �ON FILTER ON B--fi DDT.FIMMBQARD .. _ _ .. EXISTING CON RATE PAD --'- o TOT ORE .11 _ -_-- ------- I fin Al-BllILO1Nfi 76 SF FLOOR L 38 � 1yF7-I q METAL SIDING ON DRINKABLE �.'7 II - .. .. �. HOUSE WRAP ONkEXTERIOR.- ` ' - - I ' �w CALGONCARBON _.F. .. : .. .. .. .. .GRADE PLYWOOD .. .. I' �} � - ` �} `y�� _ SYSTEM SHELTER. Q .- MARY DUNN 2 CALGON SHELTER - e FLOOR PLAN HORIZOMAL BLOCKING i .. .. .. AT 8'INTERVALS 4'L 25-0' �,6.: - - NEW ELECT.SUB-PANEL LOCATION a NEW WATER IN LOCATION 2 - - - - — - EXISTING FILTER EQUIPMENT -- - — 2 - ` - 1.3M"X7.114'1.55EDMBERSTRAND 6 1 S-0• LSLAD STUD(TYPICAL)@ 24'O.C. 4 1 1 yc CIA ANCHOR BOLTS @Z-7 O.C. - t 3. 8� f TRUSS JOIST STRANDGVARD I-12'X7.114' ..r . ..LL - 4 I. ZINC BORATE TREATED SILL.. ` 3 a- .. - 1 I' _ 1 ALT RN4TE 1 MRM GRADE - .. EXISTING 24'THICKCONCRETE :� j T REINFORCED CONCRETE FOUNDATION SLAB FILTER SUPPORT BASE 1 1 BARS 16'O.C.EA WAY l 1 f I I 6'-0- NEW ON15MIL VAPOR CONC.SLAB ; ON IS MILVAPOR BARRIER ON 4'.X 20"CONCRETE FOOTING MIN J 6'COMPACTED STONE 4'-0'BELOW GRADE o All z TYPICAL SECTION C-CALGONCARBON SHELTER w o - c 4 e 1 o FIRST FLOOR PLAN-CALGONCARBON L R 0 RIDGEVEM ASPHALT SHINGLE ROOF SYSTEM ON 30k ROOFING FELT ON r EXTERIOR IZ GRADE PLYWOOD !gg WOW FASCIA WOOD FRIEZE - f - _ Y i \ IX6CORNERBOARD {- __ _ __ __ __ C) METAL SIDING SYSTEM 1 C! -BF , � W J ! ? O iL cu ii ` .�V-• is C O INSDIATED IIETAL HINGED DOOR 0 co OD 11NE OF FILTER EONPMENT INSIDE NEW SHELTER , 1 (1 NORTH ELEVATION-CALGONCARBON SHELTER (1 WEST ELEVATION-CALGONCARBON SHELTER a�Ia a�Iu W RIDGE VENT 0 ~ O ASPHALT SHINGLE ROOF SYSTEM ON j 30N ROOFING FELTONe E%TERIOR C-` W GRADE PLYWOOD 42 WOOD FASCIA WOOD FRIEZE Lo w CD Z x3 (No = IX6CORNERBOARo MARY DUNN 2 SITE 2 CALGONCARBON Q SYSTEM SHELTER R METAL SIDING SI'STElA------ ELEVATIONS W Q MRM I Hill II II I J Z (D O TH ELEVATION-CALGONCARBON SHELTER / ,EAST ELEVATION-CALGONCARBON SHELTER A3.2 Rd WALL TYPE CHEDULE DOOR AND F ME SCHEDULE 08110-STEEL DOORS AND FRAMES - - DOOR. .' FRAME SUBMITTALS TYPE - STYLE REMARKS' - SIZE' -- LOUVER DETAIL FIRE HARDWARE _ Product Data Submit manufacturers primed Produdanformation Indicating compliance with t Stud-7.EF TlmberehaM Dmdima 0.5 Sheathing MFW 2&M 15 RWd 05 FRP Pmld 1 W Ere Rated - .Type RATING NOTES specifies requirements 2 Stud-7.75 TknberehaM 05 ShmNing IEdd S6g TS IGgd 0S RIP Panel " - - - .. MARK: .MATE *GLAZ - MATE EL SET KEYSIDE: 3 541d-5.5 Ms. IS - 0.5 FRP Pmel ALTERNATE1WORK G I LABEL WD H T THK D HGT HEAD JAMB SLL NO RM NO Shop Drawings:Subic 1 drawings for fabrication and nstallal on of steel doors antl frames,including the following nformation' __ __ - __Details of construction joints hartlware reinforcement antl connections .. .. - —_ 101 -0 -0 13 4 1f5111ATm METAL METAL '2 1 HR 1 EXTERIOR Insulated metal anlmiw door Deta Is of each frame type including anchorage. - .. - - - -- -- - 102 12-0 10'-0' 13 4•INSUTATm YETAL0 IETAI1 MO.R A1EXTE11O1 R - Ovemead damElevations of each open ng type. IW -0 -0 13 4 DbUUTED IEfAL0 LETAL -- -- -- 2R Insulated metal ater¢r door104 12-0 1 -0 1 3 40 0 METAL -- - - -- 1R OYamead dom00qqLocat on and mstallal on requirements of tloor hartlware antl reinforcements..- - 105 -01 3 4 QNSUTATm IEfAL0 IETPL -- - - - 2R Imulatea mew exterior =Schedule of opemng5 co0rd noted wdh numberrig system usetl n contract documents. - - F QUALITY ASSURANCE 107 SY.-0 1 -0 1 3 4 08UTATED METAL0 0 IEVL -- - - - 1R DremeaedoorQUALM Stantlard:Comply with SDI 100. - : 107 -0 -0 13 4 PSDATm METAL0 IENL 2 BLIXI Memata1 Quality . .. . INSUTATED METAL0 METAL __ - - - 2 BLOG Aftemalet' 7'-0' . 0 lE@L 2 - R Alemats1 DELIVERY,STORAGE.AND HANDLING - - - Deliver products m crates or cartons suitable for storage at the site. .. - .. .. .. : .. .. .. .. .. .. .. - Store products under cover,raised above ground level,and stacked to prevent warping and to promote air circulation. - Prevent moisture from accumulating and remove saturated packaging before products can be damaged ROOM FINISH SCHEDULE Paine - - - - WALLS CEILING Primer.Manufacturees standard rust-Inmbmve coating,suitable to receive finish coatings specified. ROOM NAME Number FLOOR - NOTES N - - .. .. N :S. : E.. W - MATL W � FABRICATION MARY DUNN 1 OUDON FILTER SHELTER 101 CONCIEIE STAB 1A FD�H FINE CODE SHEET ROC(UNDER RIP CLAD PLYWOOD PANELS RP CLAD PLYWOOD PANF15 FIE CODE SHM ROC(UNDER FRP GM PLYWOOD PAELS FRP GAD PLYWOOD PANELS FIP GAD RYW000 PANELS North and easlwallal lw0rme rates G erel Shop-fabricate assemblies to greatest extent posvble,assuringthat installed units will be - - - _ MAR(CLAN 2 TIOO FILTER SHELTER 102 COHGEIE SIPS NO'FWSFI fRP CM PLTIIOOD PANELS FRP CAD PLYWOOD PAtD1S FRP GAD PLYWODD PANELS FRP CLAD PLYWOOD PA E]S FRP GAD PLYWOOO PANELS Q ihoui warp,Mist,bow,or other defect In appearance or function - - HART DUNN 2 CPLDON 51DL1FR 103 CONCRETE STAB NO Film .FRP GAD PLYIIOOD PNB1S FRP GAD PLYWOOD PANE15 FIP CAD Rri100D PANELS HP GAD PLTWOUD'PANELS FRP GAD PLYWOOD PANELS - _ Hardware Preps on'Comply with DHI Al.15 series specifications for door and frame prep aral on, '' fA - using final hardware schedule and templates from hardware supplier. - FRP CLAD PLYWOOD PANELS: Reinforcement Renforee doors and frames for field-installed exposed hardware items. .- - INTERIOR WALLSAND CEILINGS SHALL BE SHEATHED WITH FRP CLAD(FIBERGLASS C Locations'Comply with final shop drawings - - - REINFORCED PANEL)PLYWOOD PANEL AND RIGID INSULATION.FRP SHALL BE 0,091NCH j CEILINGFINISHASSCHEOULED I-j RIDGEVENT- - - - - - - ON IX3 STRAPPING - - .:-11AFIRE-11 OVERLAY ON EXTERIOR GRADE}INCH EXTERIOR FRP PLYWOOD.. Fly fin CZ CZ Coordinate with Structures and Grounds regarding required hardware and keying requirements. _ INSTALLATION SHALL BE 1-lt2ANCH MINIMUM THICKNESS EXTRUDED POLYSTYRENE IN _ TRUSS CLIP AS REQUIRED BY TRUSS ARCHITECTURAL ASPHALT SHINGLE REFLECTIVE FOIL FACES AND HAVEN SYEAR RVALUE OF BO PER INCH AT 75 DEGREESF - W Shop Painting; Preparation: reparation Clean surfaces thoroughly before beginningp rating operations. MANUFACTURER DRAWINGS -WHEN TESTED IN ACCORDANCE WITH ASTM C518.FRP CLAD PLYWOOD PANELS$HALL BE - removing rust,scale,oil,grease,and other contaminants SYSTEM ON ROOFING FELT ON apt Primer.Apply Primer evenly to achieve full protection of all exposedsurfaces. .:ICE B WATER SHIELD ON}'EXTERIOR - 30p ROOFING FELT OASPHALT SHINGLE NOICEBN'ATERF SYSTEM ON - -' .. NUDO PRODUCTS, ED,ILL �.EL O TO .GRADEPLYWOOD SHIELD ON 'EXTERIOR GRADE AS MANUFACTURED BY CTS,SPRINGFIL 1 APPROVED EQUAL STEEL DOORS - - l - - General:Fabricate steel doors In accordance with requ rements of SDI 100. I STYROFOAM BAFFLE - PLYWOOD ON WOOD TRUSS SYSTEM _ _ O O 06 TO .. .. .. .. . .. SIMPSON HZEA HURRICANE CLIPS ALUMINUMPRIPEDGE' - Exterior Doors:Grade III-Film Heavy-Duty,Insulated-Full Flush(GALVANIZED): - AT EACH WALLTO TRUSS CONNECTION - Cl) EXTEND TOP CHORD OF TRUSS C �: STEEL FRAMES _- ALUM. TO FRENCH DR.PIPE DOWN " § Z3 General:Fabricate steel frames for ached uleit openings,In styles and profiles asshown,using SPOUTSSARD WOOD DRAIN .� __ _70P OF PLATE : - - U CL concealed fasteners. .. 1' ." I - 1k10 FASCIA -. f .. BODYGUARD WOOD FASCIA O Q 2 O M n mum ion:Weld 14 gage .. � DOUBLE TOP PLATE - - 9 01 Consinlcl on.Welded mitered comers - - BODYGUARD SCREENED SOFFIT .`I O 't SCREENED SOFFIT � � � E'1 ❑ � � ' Door Silencers.-D II stops to.smile silencers,except on frames.scheduled for weatherstripping. .. .. BLOCKED OUT FRIEZE BOARD 1%1 FRIEZE(BLOCKED rs on strike jambs of single-sw rig frames ) 0 EZE(BLOC E OUT) .. .. Prov de3 silen .. .. .. .. - .. .. .. .. .. .. .. .. META SIDING ON - - -- - METAL SIDING DRAINABLE HOUSE - INSTALLATION ;1DRAINABLE General:Install steel doors,frames.and accessor es to comply with manufacturers - WRAP ON}'EXTERIOR PLYWOOD Y'EXTRIOR SCEPLYO recommandabo .Coco]with detailed installation requirements of final shop drawin (S'E WALLRGRADER FIRE RATED ,. rrsuu,eouernLwewrn0000n - �esuwrev aeTu rrmsaovooa -_ _ Comply qu remen p gs. _, �(SEE WALL TYPES FOR FIRE RATED 2X65TUDWALL Frame Installation - L.IJ I ASSEMBLIES A7 VARIOUS T - Generel'Adhere-1 provisions of SDI 105. : R-21 INSULATION .I INTERIOR WALL FINISH ASL - - - - _ � . IONS) Dooa ttPal coca ttaez - Anchors Provide 3 wall anchors per jamb at hinge and strike levels and minimum 18 gage base - -. SCHEDULED. - - .. .. anchors.. .. - -- - .. - :0... INTERIOR FINISH A5 SCHEDULED Door Installallon. - - SIN FIELD MEASUREMENTS FOR APPROVAL,OVERHEAD DOOR TRACK MANUFACTURER EAVE DETAIL - TO PROVIDE SHOP DRAWINGS BASED ON ,DOOR ELEVATIONS General:Comply with requirements and clears pacified in SDI 100 -Dap _ �1.•I,y. MEA$UREM VAC.' F re-rated doors_Comply with NFPA 80 requinnimme and clearances. 08360 SECTIONAL OVERHEAD DOORS. "' - INTERIOR WALL FINISH AS SCHEDULED Design Requirements.Sectional overhead tloors standard:Comply with NAGDM 102. - - INTERIOR FINISH AS SCHEDULED _ �1 VERTICAL METAL SIDING ON - ^ ❑ TRUSSJOISTSTRANDGUAR01.314'X7-114'. $MIL POLY VAPOR BARRIER SUBMITTALS : -: - - - ZINC BORATE TREATED SILL WI 5'8'DIA .. ORAIN4BLE HOUSE WRAP ON .. .. INTERIOR FINISH AS SCHEDULED W/'� I�•7��I Product Data Manufacturers technical information and installation directions demonstrate that ANCHOREDLT$WI 3%3 WASHER PLATES Yz'EXTERIOR GRADE PLYWOOD (`TYPEXGYPSUM BOARD FINISH 6 MIL POLY VAPOR BARRIER0 .-- products comply with contract documents - 7-0.O.C. - SEE FIRE RATED PARTITION DETAILS - - L FIBERGLASS INSULATION FIBERGLASS INSULATION FOR VARIOUS LOCATIONS Shop Drawings:Fully dimensioned and detailed drawings showing complete installation with SILL SEAL / - 1-3'4'X7-114-1.55 E TIMBERSTRAND - - I�"I V) Z . components,materials and finishes,and accessories indicated. - -- 'STRUCTURAL WOOD HEADER(SEE UL 1HOUR FIRE LSL40 STUD(TYPICAL)@1TDC.- Z STRUCTURAL PLAN) RATED ASSEMBLY 13'4'X 7-114'1.55 E TIMBERSTRANDFRA .. Manufacturers directions Submlttlrections for mstallation and operation of door units. - U305 }'DENSGIASS FIREGUARD SHEATHING LSL-0OSND(IYPICAL)�1T O.C. - �y ❑ 5'REINFORCE CONCRETE SLAB ON IS - OR640 OR APPROVED OTHER: r'1 ❑ - MIL VAPOR BARRIER ON6'COMPACTED, _ DOOR R.O_ _ }'EXTERIOR GRADE PLYWOOD SHEATHING. I�•) Qualifications:Installer qualifications:Installer shall have 10 previous installations completed of .. .. WASHEDSTONE EXTERIOR PNO }'EXTERIOR GRADE FIRE RETARDANT: _. ,. overhead doors similar to types required for this Project. _ IWERIORGYPSUM TREATED PLYWOOD SHEATHING DRAINABLE HOUSE WRAP B'REINFORCECONCRETEFOUNDATION - SHEATHING TO BE META SIDING 1� I� ly.' INSTALLED IN STRICT DFANABLE HOUSE WRAP SEOUENCI NG AND SCH EDULING WALL WI N6 BARS®i6'O.C.EA WAY : - F_4 Q-Q OVERHEAD DOOR TRACK MANUFACTURE ACCORDANCE WITH (.1Ef 1101G }'DWANCHORBOLTQ2'-O'O:C. Schedule installation of concrete anchors for support of overhead Sectional doors with concrete .. .. .. .. � - w U3[6 CC .. .. - .T PROVIDE SHOP DRAWINGS BASED .. G 1TX2P CONCRETE FOOTING MIN 1�1 work. OR BOLT @ 7-0 O.C. ' 4' FIELD MEASUREMENTS FOR APPROVAL I-4'XI-14'-0'BELOWGRADE TRUSS JOIST STRANDS M I I, Tracks'Manufaclurefs standard Ivan2etl steel backs and accessories designedro - - ZINCTRU BORATE TRSTREATENDGD SIDDI-11T%7-ILO ZINC BORATE TREATED SILL ^ �_ 9arZINC BORATE TREATED SILL h� Lit accommodate Poor size,welgnt,and clearance a tea from adjacent wnswcti 2N5 TOP-ONLY;]NS @ - : F� W LO.Z METAL FLASHING META FLASHING 16"E.W:.TYP." �..1 �y . A s5 s'Provide brackets and reinforcing f rigid support of roller guides,f d type and CONCRETE FOUNDATION WALL R'cINF.CONCRETE FOUNDATION WALL W Z s ze..Till tracks fmm vertical to achieve closure al jambs when sectional door closed.sWeld or bolt to track supports Track Support Support tracks with manufacturer's standard anchors and brackets for size and weight of door,to Provide strength and rigidity,and smooth and continuous operation. .. —1-TIE I SCHEDULES Tempered steel t Mechanisms Torsionraed spring: - - ^ DETAILS Tempered steel torsion springs mounted on and secured to.a hardened tubular steel shaft with - - - �,WALL TYPE] DETAIL-1 HOUR FIRE RATED - , c `WALL TYPE 2 DETAIL-0 HOUR FIRE RATED " cable drums attached at each end of shaft. WAIL SECTION WA-0L DETAIL `J L AL H Cable drums..Grooved cast aluminum or gray ron coatings,wrapped with cable attached to door. g 4 1a Q v d Emergency doorstop:Sp'ng-loaded steel or bronze cam secured 1 bottom door rollers at each track ; : .. : .. .. - FRPONPLYAIOD APNEL ON - INSIILAIEDMETALGAPACE000R FIRPRGI NPINWOM - Cushlondoorstop:Spring bumper attached at end of each ho zonal track.- - OVERHEADGWLAGEDOORTRACXBEYOND P.T.SILL Wl38'DL4 ANCHOR BOLTS LINE OF FOUNDATION ON E5 MI�POLY VAPOR BARRIER ON 6'MPACTED STONE INTERIOR FINISH AS SCHEDULED METAL SIDING TO MATCH EXISTING - W13%SWASHERPLATES@M" C. ACCESSORIES .. (])EACH CORNERANDATOPENINGS. ED ON1s18UILDINGPAPERON. Hardware Heavy duty hardware;made from noncorrosive metal and prov ded'with noncorrosive - BEYOND )F .. .. 6MIL POLY VAPOR HARRIER 1'DLA 8IFEL PIPE THRESHOLD TIED TO CANC.� EXTERIOR GRADE PLYWOOD - ' fasteners,as requited fortl0or lypa. COord note win StructuresBGrountls regard rig hardware PITCH CONIC SLABIa PER 2'X T STEEL ANGLE TIED MCI To CONC. _ v, ES FOR FIRE RATED requirements and keying FOOT OPENING TOWARDS DOOR SEE EEMBBIEALL S AT VARIOUS LOCATIONS FIBERGLASS INSULATION : � - OPENING � �a Hinges:Heavy steel hinges at each end and,intermedlate stile,of type recommended by - .. - __TOP OF SLAB __ ZX6STUDWALL OP OF SLAB manufacturer for size of overhead door. _ -.m - - - - - - RI>:BREINFQRGNG 84R5 —- _—-—- - }'EXTERIOR GRADE PLYWOOD SHEATHING Insulated Sled Door Sections:Fabricate homgalvanized steel shoot,maximum 24-Inch-high - - - - DRWNABLE HOUSE WRAP section nominal inches deep. -' M REINFORCING BARS - METALSIDING LL Bottom section reinforcements:Continuous channel or angle matching sectonpofit.. .PRE MOLDED FILLER }'OIAANCHOR BOLT(gT 7-0'O,C. H Sect on reinforcing:Continuous horizontal and diagonal steel reinforcing,as necessary to comply Nil KEY.- - -QD with wind loading performance criteria. - 2'(RIO)RIGID INSULATION TRUSS JOIST STRANDGUARD I-3'4'X7-114" Ner. ccT"Fo. .. . 8'REINFORCEO CONCRETE -INSTALLATION N FOUNDATION WNl ON 15 MORCED CONIC$IARRI R.ON2.B WWF " -ZINC BORATE TREATED SILL MRM --- Install compleis overhead door assembly In compliance with manufacturers instructions. B'REINFORCED CONCRETE ON IS MR POLY VAPOR BARRIER ON METAL BASHING '�ror T(RIC)POIDINSULATKIN' f0UN0.ARON rvALL1Yl A58<AS _ aMPACTED STONE Anchor vertical tracks to roughopening perimeter at minimum 24 inches on tinier. MICNE E - 16'OC.HONZ.BVERT _ CON FOUNDATION REINF.CONCRETE TION WALL GUOILO Horizontal Tracks Support from overhead framing w m welded or boiled steel angles or channels. u No.]4T7a r DINSWARON I Including diagonal bracing as necessary for secureinstallation. _ _TRMQTURA - - - - - S(P10)RKg DO J ADJUSTING sRm 10-THKX2PWIOE REINFORCED _ - Q After door Install-)him complel examne door performance,t toperation,and adjust Installation y„}1'�x - - - CVNCRETEFOORNGMIN 4'O' - �� F" t0 provide smooth and quiet operation - .- - - - - Z BELOW GRACE ON UNEXCAVATED Adjust door operators for SOIL proper performance In accordance with manufacturers Instructions. 10/7116 STRUCT.ONLYI .. .. .. .. FOUNDATION DETAIL .. r `FOUNDATION DETAIL 3WALaL TYP E 3 DETAIL-0 HOUR FIRE RATED GABLE END TRUSS,VERTICAL MEMBERS GABLE END TRUSS.VERTICAL MEMBERS TO LINE UP WITH WALL SPUDS BELOW. TUSSMANO LINE UP WITH WALL SRER O PROVIDS DE TRUSS MANUFACTURER TO PROVIDE MA.REGISTERED ENGINEER STAMPED SHOP Mk REGIATEREDE ENGINEER PROVIDE - DRAWINGS.PITCH OF TRUSS TO MATCH PITCH OF EXISTING ROOF. SHOAlA REGISTERED ENGINEER STAMPED ' MATCH DRAWINGS.PITCH OF TRUSS TO 12 ANCHOR GABLE END TRUSS WI SIMPSON A35 AS SPECIFIED BY THE TRUSS MANUFACTUR MATCH PITCH OF EXISTING ROOF. 5 SIMPSON H2.SA HURRICANE CLIP ANCHORGABIEENDTRUSS WISIMPSON OF �41 a9B OR TC26 TRUSS CLIP AS REQUIRED -1 L NSAS SPECIFED RY THE TRUSS f+f ` MANUFACTURER BY TRUSS MANUFACTURER. .C44f fOF PLATE < 4r> _TOP OF PLATE(NO$PUCE) �+ w SPLICE=4'WIU-16E — — 1-Y4'X7-114'1.55E TIMBERSTRAND I-Y4•X7.114'1 S5E TIMBERSTRAND LSL40 STUD LSL-0D STUD(TYPICAL)@IT O.C. (TYPICAL) 12-O.C. HORIZONTAL BLOCKING(TYPICAL) HORIZDNTAL BLOCKING(TYPICAL) r', � W O N I� O 4 loM Q rl IZ - BEAM B1 E'( Y •� � � C HORIZONTAL BLOCKING(TYPICAL) MORIZOMAL BLOCKING(TYPICAL) � � � �+ DOOR OPENING 1.wCKSTuO ANosFULL s7uD5 ., EACH SIDE OF EACH OPENING C 7 DDR (TYPICAL) TRUSS JOIST STRPNOcIWRD LL4'X7-114' O� O — LNCBORATETREATEDSILLWIY'Dl4X1Y TRUSS JOIST STRANDGUARD I-3'4'%7.114' O C L ZINC BORATE TREATED SILL WI Y:-DIAX 17 Y ANCHOR BOLTS WI3XTX114 WASHER PLATES ANCHOR BOLTS WI 3X3 WASHER PLATES . @ r-0• C. @TV D.C. E TOP OF S .TOP OF SLAB_ Tor of LAB _ TOP of sue ro U Q Fi 0 cn CID #5 VERTICALL BARS@ I6'O.C. - 'AS VERTICAL BARS@ 16.O.C. Hi kS HORIZONTAL BARS@ i6'O.C. (2)%5 REINFORCING BARS (2)RS BARS TOP&BOTTOM OF 4'-0-L BOTTOM OF FODRNG GRADE (2)95 BARREINFORCING BARS BOTTOM OF FOOTING MIN FOUNDATION WALL DEPTH OF 4'-0'BELOW GRADE FOUNDARSTOP&BOTTOM OF 4'-0'L OFPTH OF 4'-0'BELOW GRADE 70' FOUNDATION WALL 70- 1 WALL FRAMING DETAIL-AT DOORS-CALGON SYSTEM-MARY DUNN 1 SITE 2 WALL FRAMING DETAIL-GABLE-CALGON SYSTEM-MARY DUNN 1 SITE I WOOD ROOF TRUSSES I GABLE END TRUSS VERTICAL MEMBERS GABLE END USE.VERTICAL MEMBERS TO LINE UP WITH WALL STUDS BELOW. @ 7-0'O.C. TO LINE UP ATM WALL STUDS BELOW. TRUSS MANUFACTURER TO PROVIDE MA REGISTERED ENGINEER STAMPED SHOP TRUSS MANUFACTURER TO PROVIDE DRAWINGS.PITCH OF TRUSS TO MATCH PITCH OF EXISTING ROOF. W O MA REGISTERED ENGINEER STAMPED u M SHOP DRAWINGS.PITCH OF TRUSS TO 12 ANCHOR GABLE END TRUSS WI SIMPSON AM AS SPECIFIED BY THE TRUSS MANUFACTUR W MATCH PITCH OF EXISTING ROOF. 5 SIMPSO ORTC2N HILMRUSS HURRICANE CUP ^ V� Z. BY THE TRUSS MANUSS WlFACTURER SIMPSON A35 AS SPECIFIED OR TRUSS MAN WP AS URER (RED BY THE TRUSS MANUFACTURER BY TRUSS MANUFACTURER SPLLE=4'W114-16E ^ o _TOP OF PLATE(No SPLICE) } TOP OF PLATE C-1' - 1-B'4'X 7-714.1.55E TIMBERSTRAND 1-1Q'X 5-ll71.55E TIMBERSTRAND LSL4D STUD F~-1 LSL40 STUD(TYPICAL)@ IT O.C. Q c ' (TYPICAL)@12'O.C. Zi1:4cDUj �-y w c Z Q cdQ HORIZONTAL BLOCYJNG(TYPICAL) - x C _ - m�GWALL FRAMING 2 c DETAILS CL d BEAM Bi HORIZONTAL BLOCKING(TYPICAL) , HORIZONTAL BLOCKING(TYPICAL) FFFMI DOOR OPENING - DOOR OPENING ?r XON TRUSS JOIST STRANDGUARD l-N4'X 7-114' TRUSS JOIST STRANDGUARD 1-117 X 5117 ZINC BORATE TREATED SILL WI SIB'DLAX 1T ZINC BORATE TREATED SILL WOY OLAX 12' ANCHOR BOLTS W13X3 WASHER PLATES ANCHOR BOLTS WI M WASHER PLATES W @ 7-0'O.C. @ 2'-0'O.C. Q _ TOP OF SLAB TOP OF SLAB_ _ TOP F SLAB _ TOP OF SIAB kS HORIZONTAL BARS@16.O.C. IS HORIZONTAL BARS@16'O.C. ""MRM wEcrww. N5VERTICAL BAR1@16'O.C. Y,SVERRCAL BPRS@16'O.C. - Tn (2)#5 REINFORCING BARS J BOTTOM OF FOOTING MIN (2)NS REINFORCING BARB Q (2)45BARSTOP&BOTTOMOF 4'-0'L DEPTH OF 4'-0'BELOW GRADE BOTTOMOFFOOTING MIN FOUNDATION WALL IV L DEPTH OF 4'-0'BFlOW GRADE z A4.2 B WALL FRAMING DETAIL-TIGG SYSTEM-MARY DUNN 2 SITE O WALL FRAMING DETAIL-GABLE-CALGON SYSTEM-MARY DUNN 2 SITE 4=ra 4=1a RIDGE VENT ASPHALT SHINGLE ROOF SYSTEM ON - 30R ROOFING FELT ON;'EXTERIOR GRADE PLYWOOD _- BOXED OUT RAKEO� WOOD FASCIA W n IXID CEMENT BOARD FRIEZE NOTE ~ ALL SIDING AND TRIM TO BE CEMENT BOARD SIDING AND TRIM FROM THE SAME MANUFACTURER ♦�♦ ALTERNATE 2INCLUDES THIS SINE SIDING FORALL THREE BUILDINGS. 1XITCORNERBOARD CEMENT BOARD SHINGLE SIDING W N ' a o s Z EZ CEMENTBOARDVFATICALSIDING .V -0 C 7 � � oLc Rr oCd � 0mYn Z 0 (D.�` o m INSUTATED11111-11INGED000R - ` Ln c ELEVATION-SIDING ALTERNATIVE 2 r-1 ELEVATION-SIDING ALTERNATIVE 2 ^ H CG _ W RIDGE VENT Q Fri � ASPHALT SHINGLE ROOF SYSTEM ON h4 3DK ROOFING FELTONe EXTERIOR Z GRADEPLYWOOD _ W z I W o WOOD FASCIA — ^ IXID CEMENT BOARD FRIEZE ( c � ~ CQ Q NOTE ( C 7( G G ALL SIDING AND TRIM TO BE CEMENT BOARD SIDING H AND TRIM FROM THE SAME MANUFACTURER Lo _ ALTERNATE 2 INCLUDES THIS STYLE SIDING FOR ALL F]' E-1 Z THREE BUILDINGS. V �,L I, 06 Z 1X12CORNERBOARD ` C, x3 ( = m.�ALTERNATE 2 ALTERNATIVE Q d A lass w F- Q aEcr mw. MRM J Q zELEVATION-SIDING ALTERNATIVE 2 ELEVATION-SIDING ALTERNATIVE 2-SIDING ALTERNATIVE 2 5■ a•rc a.1d ................................ ................................................................................................................ .................... ....................................... ................................. ............................................... .................................................................................................................................... ----------------------- THERMOSTAT FLOOR DRAIN (5'-0" AFF) BY GC. DISCHARGE CONDENSATE THERMOSTAT FLOOR DRAIN I : FRESH AIR TO AN EXTERIOR SPLASH (5'-0" AFF) BY GC I FAN FA3 .BLOCK. DISCHARGE CONDENSATE .. .......... ................. i�---.......................................... .......................................... ... ............ ........... -rF FRESH AIR FAN FA2 TO AN EXTERIOR SPLASH BLOCK. .: : ...................... RECEPTACLE FOR ........... ........... DEHUMIDIFIER BY EC DH3 RECEPTACLE FOR UH3 DEHUMIDIFIER EC :DH2 H 2 ................... .......... ............................................. I — — � \ I . . ................. .... I. . �. — . . : : ::: — / : .: . ................ .......................................................................... C C) /* ............ ............. V) 0 [ILING FAN WITH 56"CEILING FAN WITH .56-CEILING FAN WITH 56-CEILING FAN WITH: SPEED CONTROL BY EC OL BY E C.. . . SPEED CONTROL BY EC. SPEED CONTROL BY EC. IL 'v CONTROL ... .................... ........... ................................... .............. ................................ .................... ---l-..........- ad E2............... .................................. ..........- ................ ...........-............... ........................... ............ ........................................ I...................................... ............................................... . . ....- .......... .................. 0 —Cc U) =a) a) E cis a- MARY DUNN 2 'SITE TIGG SHELTER BUILDING NO.2 MARY DUNN 1 SITE CALGONCARBON SHELTER BUILDING NO.1 OCL 00. SCALE: SCALE: ...................... 0 W. THERMOSTAT (5'-0" AFF). FLOOR DRAIN BY GC ... .............................. ............. .......................... ...... ............ .......... GENERAL NOTES 1 C.0 . There ore no field sulb�lbicls required for this project: As such the General Contractor (0 Z is responsible to to hire qualified sub-contractorsto perform all, work shown on these mechanical drawings. UH3 2. The use of terms such as Plumbing Contractor, HVAC Contractor and Electrical Contractor are intended to designate the responsible trade to be hired by the General Contrac tor to perform t he designate d work. MECHANICAL 3. The use of term Mechanical Contractor, is used in a general sense to include the FLOOR OR PLANS work of all trades required to perform the designated work. ............... ............................ .......... ........................................ .................................................... 56"CEILING FAN WITH DH3 56"CEILING FAN WITH SPEED CONTROL BY EC SPEED CONTROL BY EC . ................... ......................... ................ I f7l 71 ABBREVIATIONS II I1 AFF ABOVE FINISHED FLOOR DISCHARGE CONI RECEPTACLE FOR D LOCKING QUADRANT*BALANCING DAMPER I TO AN EXTERIOR SPLASH DEHUMIDIFIER BY EC EC ELECTRICAL CONTRACTOR DAG BLOCK. jI GC' GENERAL CONTRACTOR awe MD MOTORIZED DAMPER .i�.MiFW6�--- MARY DUNN 2 SITE CALGIONICARBON SHELTER BUILDING NO.3 CA OUTSIDE AIR (FRESH AIR) DENW. SA SUPPLY AIR .&bAAA4 SCALE: RA NIX RETURN AIR IMEC NICAL M I ........... ........... ............................................................. .......... .......... .......... .......................... ...........- ........... ............- ................................................................... ................... ................................................................................ ............ ........... ........................... .................. ................. ........................................... ............... p FRESH AIR. FAN ... TAG MFGR. MODEL CA RA- : SA in POWER W d CFM CFM CFM w.c. V PH W A SAIL 6RgC FA1 FANTECH FR140 170 45 24 120 1 68.3 .59 - - ECURE TOKETy - FA2 FANTECH FR150 170 - 4 � 120 1- � � ,-" - - H'A�L FA3 FAN CH FR140 135 45 180 .3 120 1. 68.3 .59 STUDS INLINE FRESH AIR SUPPLY FAN WITH DYNAMICALLY BALANCED BACKWARD"INCLINED CENTRIFUGAL WHEEL HVI TESTED/CERTIFIED PERFORMANCE AND UL CERTIFIED. FORSAFETY. URNISH EACH FAN WITH A COMPATIBLE SOLID BALA CEFTO-THE SCHEDULED AIRFLOW AND PE STATE SPEED CONTROL. 3 RMANENTLY MARKTHE. SP ED CONTROL To.OVERR `9 SETTING. - : T rR EQ SE U55 �plo r�Q SIQE 9" o l 5pFET age ( CM UNIT HEATER SCHEDULE rSTANQpR° N MBH CAPACITY POWER " r.p �. TAG MFGR: MODEL FUEL TYPE �. . INPUT OUTPUT V .PH HP tti. -0H1 MODINE PTC135SSOT21S LP 135 125.5 120 1 .33 NQ rJ N = :UH2 MODINE PTC156SS0121S LP 1 144.1 120 1 .33 MOTOR' OSPEr l� = C.' UH3 MODINE PTC135SS0121S LP 135 125.5 120 1 :33 JUNCTION BOX _ Trp.'O K O 0 a. DIRECT:VENT CONDENSING TYPE HORIZONTAL UNIT HEATERS FURNISHED WITH CONTROL i � ' \`��'" UNir NWALi QDS O TRANSFORMERS,'24 V THERMOSTATS, ACID NEUTRALIZATION KITS, NATURAL-GAS TO GND ROM. EQ'R w 06 W, PROPANE CONVERSION KIT AND ALL OTHER ITEMS.AS SHOWN ON THESE DRAWINGS. F 0 C N .. BLOWER MOTOR ..'(rIREp .. .. .. .. .. .. .. (D_.t. . 120V,1PH,..53A. 61.7 W .: - _ c L--�I----1�� 0:' .. "SERVICE'SWITCH O.A.:'.:� .. THE SOLID STATE SPEED ROOF REMOTE CONTROL SWITCH-' INTAKE AND EXHAUST VENTS FROM THE UNIT CAPACITY POWER BULB HEATER THROUGH:THE ROOF TO BE INSTALLED DEHUMIDIFIER SCHEDULE ST MD N -ACCORDING TO THE MANUFACTURER'S TAG MFGR. MODEL �I, THERMO PINTS/DAY V PH A STRUC DH1 HI-EDRY - Y-19 110 1 S SECURE TO INSTRUCTIONS. TRUS .. :"DH2.' HI-EDRY" -19 110 : 115 1' 12.0 .. .. .. OUTSID AIR INTAKE DH3 HI-EDRY HI-EDRY-195 10 115 1 12.0 MOTOR - DAMPER R COMMERCIAL'DE-HUMIDIFIER DESIGNED.FOR LOW TEMPERATURE APPLICATIONS (337; 1107). PROVIDED WITH AN INTERNAL CONDENSATE PUMP,.CASTERS, PLEATED MERV 111 FRESH AIR FAN' WIRING DETAIL - '- - f EXTERIOR WALL . _ " FILTERS AND A SIX FOOT POWER CHORD. No SCALE TYPICAL FOR THREE UNITS / RELATIVE JIIYGAS PROVIDED BY "S DIA. NYLON COATESTAINLESS ;STE L AT."80'F DRY.BULB TEMPERATURE 407 STRETCHED STAINLESS STEEL SUPPLIER (FUTURE NATURAL - SAFETY CABLE CABLE hW}~i Q GAS) O .. .. [j] �/ Z 1}"X1}"WELDED ANGLE IRON.WALL F,W_ Z BRACKET ASSEMBLY SECURED TO TURN BUCKLE(TYPICAL .. EXTERIOR WALL STUDS.. .. - .. Q .. .. TWO NI � a THREADED ROD - m g (TYPICAL FOUR PER UNIT CLEARANCE PER MANUFACTURER'S U) Z. INSTRUCTIONS _ �y c:Q SUPPLY FAIR TO .. - .. OPEN END FRESH AIR - - 04 = - -BEHIND UNIT -SUPPLY DUCT EQUIPMENT:: HEATER - ow�wux+ims. GAS VALVE .. _ - SEE FRESH AIR SUPPLY FAN ,. _ _, .... MS FOR FURTHER DETAIL MECHANICAL w", .. - .. SCHEDULES and L DETAILS. - - . FRESH AIR FAN- "�" .O. " UNION: - -- - - - - - FRESH AIR INTAKE HOOD. WITH BIRD SCREEN MOUNTED TO 1"THREADED SCHEDULE "- ON OUTSIDE WALL MOUNTED D INSIDE WALL O FRESH AIR 0 _ ' - - SCHEDULE 40 BLACK STEEL :' —TEMPERED AIR Of INTAKE HOOD .. .. .: .. 70%'OUTSIDE.AIR .. m - D - 30�RETURN AIR ¢ O .. . �—GAS SHUT-OFF VALVE - - J BOSTON GAS GSCT 8300 OR EQUAL,. 7„ .. .. .. .. cam: 8" : .. .. w .. .. .. .. .. MD - O CONNECT TO PROPANE - - D - 3" SEDIMENT TRAP IF NOT. SERVICE PROVIDED BY FRESH AIR INTAKE DUCT BALANCING ¢ PROVIDED INTEGRAL:TO SUPPLIER .THROUGH.WALL DAMPER .. - EQUIPMENT. TO INTAKE HOOD 6" °""110T MOTORIZED - - - DAGDAMPER --- . NOTE: II RETURN AIR - er bxm® In— RETURN IS SIZED FOR FUTURE CHANGE TO NATURAL GAS(METER.WITHIN 100') .. .. _ �tN OF fry 4� m®rna GAS. PIPING DETAIL FRESH AIR FAN DUCT DETAIL UNIT HEATER DETAILS. o OrENNSA. - NO SCALE.. ." TYPICAL FOR THREE UNITS NO SCALE TYPICAL FOR THREE UNITS NO.SCALE TYPICAL FOR.THREE UNITS MEC�NANtC1U: „ 38067, Y1vvJu MECHANICAL SPECIFICATIONS Unlessspecifically stated as being by others the work of this sections includes the work of all plumbing, gas and hvac trades: - -- - - - SECTION 1 = GENERAL 1.01 The General Conditions of the Contract and all sections of Division 01, shall be part of,this section unless otherwise::specifically 2.04 Unit Heater intake and exhaust vents shall be Schedule.40 PVC installed per manufactures instructions. .- excluded. : . 2.05 Unit Heater and Dehumidifier condenstoe drain piping shall be fabricated br.' ated with schedule 40'PVC. Ot..o2 Scope of Work 4 Ds Gas piping shall b esche schedule 40Black Steel with threaded d fittn s a The scope of work consists of the installation of all materials to be furnished under this section and without"limiting the generality thereof,"consists of furnishing all labor, materials, equipment,'plant, transportation, rigging,"staging up to 8 feet, appurtenances, N and services necessary and/or incidental to properly complete all work as shown an or.desribeb on these mechanical drawings and 2.07 - Unit Heaters - - [�. N .. or as reasonably inferred from either. In:general to scope. of work includes: .. . .. .. .. - - ": (/� O .0 ETL design certification for use in the US to the"ANSI Z83 .8 - latest revision, standard for 'Gas Unit Heater and Gas-Fired 3 1. The installation of three unit heaters; and all associated, gas, condensate, intake and vent piping." rnaces operation, or tl Duct"Fu - 'for safe-ope tion, -and-pert mance - - - 2.,The installation of three commercial grade de-humidifiers and associated condensate piping.. 93% condensing gas with a minimum efficiency provided. by on indirect-fired tubular heat exchanger with individually "fired tubes �Q�yj�i C = coupled to a secondary recuperative heat exchanger for:maximum heat recovery 1.03 Related Work �.d 't0 E The following related work and/or materials shall be,provided by others under contract.by the generaP"contractor. ach unit sholl be furnished with horizontal air deflectors. The deflectors are adjustable to provide for horizontal directional: airflow w p .. - .. .. .. .- .. .. .. control. - .. .. .. .. .. .. .. .. t.e at$ :cn 1.All power and control wiring required by the installation of the mechanical equipment: 0 N m �5 2 One condensate floor drain per building. The primary heat:exchanger(s) shall be made :of optional 409 stainless steel tubes and headers 3 One propane service"line per building. '= Burner(s) shall be in-shot type, directly firing"each heat exchanger tube individually and are designed for good lighting characteristics r W *6 (. 4 Two commercial"grade ceiling.fans. per building as shown on the mechanical.drawings. without f extinction for both n and p CL `w' noise o lion o natural propane gas. p 5.Temporary Heat. 0: N t" p E'Io � �: 1.04. Submittals .. Ignition controllers shall be 100% shut-off with continuous retry m h . The gas pressure shall be.11-14" W .0 . for propane_gas. The solid, Product data sheets submitted according to the General Conditions of the contract shall include: state ignition system shall directly light the gas by means of a direct spark igniter each.time the ther ostat calls for eat . The following:field installed:accessory control devices:shall be provided with the unit: 1. Unit Heaters. 2..De-Humidifiers 1. Thermostats with lockingcovers. 3. Fresh Air Fans 2. Propane conversion kit for converting natural gas'units to propane gas. j -- - - - -- - - -- - 3. �A-condensate pH-neutralizing--kit to reduce:the acidity of condensate. Includes barbed inlet and outlet fittings, mounting brackets and w - - Products shall not be ordered or installed without first'receiving approved submittals. an initial charge of neutralizing aggregate. �+ 1.05- Record Drawings shall be maintained by the mechanical contractors and shall be:"tuned over to the general contractor prior to 2.08 De-Humidifiers.'shall be.commercial grade refrigeration. based units of a."type and capacity as.detailed and scheduled on the.drawings. scheduling a final inspection. .: .' :-.: .. :-.: : -. .. .. " . .. . .. .. .. The mechanical contractors shall provide the General Contractor two 2 sets operating and maintenance instructions of all Fresh shall f a-type capacity a scheduled on drawings. 1.06 ( ) P ( ): p g 209 air fans be.o and s sched the mechanical. equipment furnished and installed"under this section. ' 2.10 CONTROLS 1:07: The mechanical contractor(s) shall instruct the Owner's:personnel, on site in the use and maintenance of equipment installed under w a this section." The hvoc system has been designed to: A 1.08 Notwithstanding any other requirements of this.contract, the. Mechanical Contractor(s) shall guarantee"the performance.of the W installation and equipment included in this Section for one year from the date of Substantial Completion as defined in,the General- 1. prevent the winter indoor air temperatures from falling below the carbon filtration tanks surface temperature (approximately 50'f). Z Conditions. Should any defects in materials or workmanship appear during'this period, they shall be corrected or replaced by the. - - - - Z :minimize the formation of condensate from forming on the carbon filtration tanks and there respective piping surfaces. Mechanical Contractor(s) to the satisfaction of the Architect; and at no expense to the Owner. 2. 1.09. The mechanical contractor(s) shall obtain permits according to the general conditions of the contract. 0 Provide all necessary controls:and control wiring as required .to operate the systems according to the following sequence of operation. r3 > 1A0 The Mechanical Contractor(s) shall 1. Provide inspections,'tests, and quality control services specified herein and as required'by.governing. authorities having jurisdiction, SEQUENCE"OF "OPERATION: 2. Monitor quality control over:suppliers, manufacturers, products services, site conditions, and workmanship, to produce Work of specified quality. Ceiling propeller fans-"theses fans must operate continuously to minimize air stagnation:.: CD Z .. 3 Comply with .manufacturers instructions, including each .step in sequence. _ •1 4. When:manufacturers"instructions conflict with the Contract Documents, request clarification from the Architect before proceeding. Fresh air fans (FA1 through FA3) - These fans must operate continuously when the outside air temperature drops.below 35 degrees to Z 5.Comply with specified standards as minimum.quality of Work except where more stringent tolerances, codes, or specific. minimize air, infiltration and potential freeze--ups. See wiring detail drawing M2.requirements indicate indicate higher standards or'workmanship. Dehumidifiers (DH1 THROUGH DH3) - These.units must be, enabled to operate continuously at their lowest setpoint �of 30% relative y � _ 6. Perform the Work using persons qualified to produce the required and specified quality. humidity._Integral blower fans should be set for continuous operation. These units-may be disabled when the.outside air temperature is 7: Verify field measurements are as indicated on Shop Drawings or as instructed by the manufacturer. below 45 degrees. -" - 8. Secure products in place with appropriate positive anchorage devices designed-and sized to withstand stresses, vibration; physical - Unit Heaters (UH1 THROUGH 1_1113) - Low voltage (24v) thermostats shall maintain a minimum indoor'air temperature of approximately 50 MECHANICAL distortion; or disfigurement: degrees SPECIFICATIONS SECTION_2 - PRODUCTS 2.01 A[: products and,materials provided under this scion shall be new and the best quality of their respective kind. The mechanical _ contractor shall be responsible for the protection of'6IG materials dnd products installed by him/her until being accepted by the SECTION 3 EXECUTION Owner. Until such time any damaged products or materials shall be.'repaired and/or replaced to.'the.satisfaction of the Owner. 3.01 Start Up and Testing' 2.02 Unless otherwise specified all ductwork shall be galvanized steel, fabricated and installed according to SMACNA guidelines. Provide all services required to start and test.the operation of all equipment and to-make any adjustments necessary to e _ . ". _ ensure all systems are operating according to the intent of the contract documents.. _ aw 2.03 Motorized dampers shall be powered open, spring closed. Dampers shall consist of a single circular blade mounted to a shaft. Frames shall be 20 gage galvanized steel and shall include:"stainless steel bearings. Damper blade shall be double skin equivalent to 14 gage- and shall include-a neoprene seal sandwiched between the two sides:-Leakage through the damper in the closed position shall not exceed .15.cfm per inch of blade circumference at a pressure differential of 4" w.g. Leakage through the. bearings shall be less than 1/4" cfm,at 4" static pressure. DAG . .DENItS A. 'P o MECt1AN10AL 4 t yNo:38tK7� y MARY DUNN#2 MARY DUNN#2 SITE PLAN BUILDING 3 PROPOSED BUILDING BUILDING 2 I NEW 6'GATE VALVE 86"DI WATERMAIN SCALE 120' CALGON SYSTEM TIGG SYSTEM 1 WITH RELOCATED HYDRANT / � 1 I V� / SCALE V=5' / SCALE V=5' I'. I It CF IP /,/ ex TREATMENT/�'/ / I v TOE CAP TANK CONC PAD //�. / _ _L�'V=4S 35 NEW 6"GATE VALVE 86"DI WATERMAIN WITH RELOCATED HYDRANT An_ RELOCATE HYDRANT f I %/ ///'/ j/j 1""'I� •f�+ i 8 CAP WATERMAIN ,(': !l 6 / / SLEEVE12X72X6 CUT 8`E(DI PIPE CONNECTION) W T i.`vr, ,1__�— 1 it 1 I REMOVE 8 RELOCATE HYDRANT 8 CAP WATERMA N oS II . - / 1' ' '-/ / ' \ :�•I PATCH TO IT / jr /-�'\. \� I t 1 -- •s PAVEMENT £ i'�-�_er I L, I � ... I v v• , 1 \\ AROUND i \ •'/ - REMOVE 8 RELOCATE HYDRANTS N '1 40 AND CONNECT 6'OI WATERMAIN TO RELOCATE AND/OR REMOVE 1 6"DI FLANGE /// \ROUTE WATERMAIN / I 11 _ /,�— __�i—� '�. ' TREATMENT TANKS SET 4"ABOVE SLAB / OVERHEAD DOOR / I � - n' 7. S SEE INSET;BUILDING 2 HYDRANTS STACK FOR OWNER - / / , ',"I{ N ) 45°BEND /, //I c=a / /, ! I "r, �_- „/ I "-_ - 'I . I 6 UNDERGROUND DI SOLID SLEEVE(TYPJ /, / II �� fl SLEEVE FOUNDATION 6"HOPE WATER PIPE = I / r Ja �� Its I / 1 IN BUILDING AFTER FLANGE 1 'r FOR EX CONDUIT / 1/ / rr C" X 6'UNDERGROUND DI /' / I I I:' / w/ ��/! `•.i h %/ G45 SERVICE PIPE CO FLOW METER LOCATION TO / /'A / <_:j, SLEEVE(2"MIN.) O III 1 11 ` / UG):. // / `k }' 22.5 BEND 011 A, 1' �( • SUIT FIELD CONDITIONS '-^\\/ �j�, ROUTEWATERMAIN 6"UNDERGROUNDDI Ll.ic, 1 //—_1 I / ,. I 1 STJP. /. ' / N / I TO SUIT FIELD CONDITIONS __---I!_E / � �` - 8XBX6 TEE O v'" -- 45'BEND %% j `.q 6 T08'FLANGE £\� �n ,' BXBX6 TEE '!I'%I L'1� "'CONC.FLOOR /; / // SOLIDSLEEVE(TYP.) ( :�� / I� .. CONNECTIONS m I i (DI PIPE CONNECTION) '�. i!v1.ASl,1ih'aPY 1K / Q YYY „ c . _ • /PENETRATION ,/ ,J" -/ ;///+ ' / l! NEW j, R. n(-i / NEW.6"GATEVALVE86"01 C I I6"GATE VALVE 86 1,' / "C_• / / „ J/ / i / f i DI WATERMAIN VNTFI , / I I 1 / ^ �': ' UNDERGROUND 4"DRAIN 6'HOPE WATER PIPE RELOCATE AND/OR REMOVE / � / 1 / / % WATERMAIN WITH RELOCATED H Y � HYDRANTS STACK FOR OWNER `� - S / 45'BEND J HYDRANT DIRECT FLOW TO WOODS F I IN BUILDING AFTER FLANGE _ i J ,{ U) C ' TO DEWATERING BASIN /'/ / � ,/ '� I A �,/ I RELOCATED HYDRANT r/!� f�i►/ 7 BLXDTi21� ( ) O O / 6"DI FLANGE 6-TO 8I FLANGE ,r?' !/ ,- ' - i I�r� 45'BEND npp !i t ,45•BEND SET SLAB IJr- �� SOLI WOODED �, / �\\/ D SLEEVE(TYP.) / I; -� / U / i .--. .4'SDR21 PVC DRAIN TO �,_ REMOVE,RELOCATE 8 STACK HYDRANT FOR O -O = 4'SDR21 PVC DRAIN TO v f\ /'~ `^ , / ,i S DE-WATERING 64SIN I/ i yy 1, l� --"I r 1 0 jy-.-r_ REMOVE HYDRANTS AND CONNECT 6" •Q I 1 ' 4 ` �' �� d" I ,1 I l •-16.0 MIN \ (S WANSET:1NTOTREATMENT TANKS /_ ✓' -/ ;,' DE WATERING BASIN -" / S � . (SEE INSET:BUILDING 3) � � ro "UNDERG gOUBEND /// Ii ' \•,'I /' I TREATMENT TANK GRAIN / '' REROUTES DI BLDG3 'SOLID SLEEVE(TYPJ !• / -✓ // CALGON i / � � /• i/ + TO BASIN-4 SDR21 PVC 6 3j'a". GAS SERVICE. PE Olf --- M�? ll� SLEEVE(2"MIN.) L _ _ 4::T06 INCREASER IN;-OB CAP j EX TREATMENT 6"DI FLANGE / /f¢: / I I:' _ D- TANK CONC.PAD SET4"ABOVE SLAB //; / F �}., / X U O / c / i 6'HDPE WATER PIPE / /F / - / 1 6'SDR21 PVC MANIFOLD O O //�/�%/�; ! It / ' -n ! OFFER o cn Do /' i IN BUILDING AFTER FLANGE0' p_ J 6'SDR21 PVC IV U FLOW METER LOCATION TO PROPOSED BUILDING SUIT FIELD CONDITIONS // // I `� /% _ / , / /. �"` SEPARATION BETWEEN OUTFACES CONC.FLOOR '/:/// �� // I ! `45'BE I f ",'! ! I TO SUIT FILTER BAG SIZE PENETRATION J I 1 II INSTALL FILTER BAG TO OUTLET I I PIPE(BAG PROVIDED BY OWNER) UNDERGROUND4"DRAIN _�cJ _--J SUPPORT PIPE OUTFACE WITH \ TO DEWATERING BASIN �� ? I I\ �` �`I j FIELDSTONE OR RIPRAP MARY DUNN#1 6'SDR2I PVC DRAIN TO BUILDING - �l I / BUFFER. Q W - DE-WATERINGBASIN I i 1' `I; 1�(OCSDE��j 50— ,� Q CALGON SYSTEM _ SCALE V=5' �I I ! © ' `/ A W O CONC.FLOOR, // PENEfRAT10N -// O 1 2'BLOW-0FF 4"TO 6"INCREASER / r ('1 f / Z W/VALVE ,'" M D � I i / Z 6"T04"REDUCER nOL9 -�IE l / % rTl 1 I / F' � w�Ce /ASSESSOR'S IVAF:331 FIELD SURVEY 6Y �'I_ECTR�-,N! I i I Q 6 DI FLANGE- z c P,�.RCEL 00 i X 2 TOTP.L STATION & GF\S. ! ./ /1 FLOW METER LOCATION TO <I SET4"ABOVE SLAB U�� I\/F Q ySUIT FIELD CONDITIONS - —1} C K 't � ROUTE WATERMAIN Cr�l,� ErRPJST,�BL=, TCV�If\ OF -� `�� � I 1� �"G _-AROUND DOORS _ (�j'il� ' �E'F�IV V,/A1ER) „"�x �x- Ya_ x x�J �/ I I _ 1 L I��7j1 (_n 6'UNDERGROUND DI QN REF. 9047/_23 1.� / f-1 Q C z 45'BEND G V x 1 t 1 0 Q SCUD SLEEVE(TYPJ .'� ii C Q 1 EI I �� RELOCATE AND/OR REMOVE Y" Q Q HYDRANTS STACK FOR OWNER" U= IJ_ I'I ,K / �mE a ; a I 45"BEND 4 #11 6"TO B'FLANGE /% !'l ' ir:n-.�vc nsen 1"1E 1 - ! 7PZ osed Process CONNECTIONS ; / i-`/ / Site Plan 1 Q BUILDING WRFLANPE T r G =II\nip '�% xl (� f1 IN BUILDING AFTER FLfWGE ' V�-\� `��n� �X eTOR �i { UNDERGROUND Lil DI \J- - 2"DRAIN DEPARTMENT F W/VALVE PER ,: I _ ROUTE WATERMAIN ,v" SQ, WATER DEPARTMENT STANDARDS FSL-�.` / I OUND DOORS � j II J 1 5 REMOVE B STACK ONE HYDRANT FOR OWNER / , / I I j TREATMENT TANK DRAIN GAS SERVICE PIPE I - :i-Tp ,•�.' 11 6 DI FLANGE — l TO BASIN•6"SDR21 PVC EX TREATMENT ',`l SET 4'ABOVE SLAB, �= SLEEVE(2"MIN\%. I I �'�L TANK CEA PAD ' , I /J� �j PAVEMENT PATCH TO SUIT CAL GO 45IBIND / / T / O i o - ,`•�� WV I M '4 �': lV' ;{ GRAPHIC SCALE wxa. Pxa� ° .�'�Q,P UILDING W v � ry 20 0 10 2D 4080(in feet)REMOVE AND RELOCATE HYDRANTS N I I I 1 INCH=20 FEET AND CONNECT 6'DI WATERMAIN TO ''n"q TREATMENTTANKS _j ' / L (SEE INSET:BUILDING 1) , // I I I HANDHOLE WITH WIRES I NEW 6'GATE VALVE 86- Horsley Witten Group,Inc. F BXBX6 CU78 SLEEVE \\I/ _ ' DI WATERMAIN WITH 5usfalnable Envfronmenfal Solutlons Z (DI PIPE CONNECTION)vf,.0 Y, s.ar -. .�5a- RELOCATED HYDRANT www.h—leywitlen.com �,"-':, P 1 Sendw ch,MA 02563 508-833-6600 vo(ce I I I I • I, I I I : I 1 I m I I I I I SOP +•.CBI a I I g I S 3-1/2•NST OPEN-LEFT MUELLER HYDRANT _ W LP•Y r2 OPEN REWIRED NOTCH OPENINGS Y b O 1 2.3 Bp ASS FlPT CAP V• h� I UPPED VALVE BO% HYDRANT COVER RISKED GRADE 0 �Q I ERIE WATER SERVICE BOX �SECnON N1TH TOP BURY LINEl (FINISHED GRADE I FLANGE AND COVER 4'-- / "���� •## --- 1B GATE SO% I I ADNSTABLE ERIE STYLE SERVICE yam~ -PEN-LEFT a'GATE VALVE BOX SET RUSH•WIDH SURFACE WITH J/4'CRUSHED STd+E I. I " 2•NPT X 2-1/2'NST 1 GATE BOX 1 ]6•EXTENSION R00 :IG. THRUST BLOC WATER MAIN TOP SECTION DOUBLE MALE BRASS / .; 27 CURB STOP WITH DRAIN, ADAPTER AD STABLE BUFFALO STYLE I MUELLER 825219 F: 2•PVC SOH.BO FlPT 6'D GATE VALVE BOX I 2•_PE TUBING CIS WITH :,: X SOCKET MALE ]/A'CRUSHED STONE PIPti 1 STAINLESS STEEL INSERTS r:' ADAPTER _ 3/4'CRUSHED STONE I I 2u TAPPED OUTLET)(MTH� N ]/4'PEA STONE 3 CMUIRONVARIES 1 2•CORPORATION ,...,.r. VC 2•PVC SCH.PBO NIPT% W O :,• SOCKET MALE ADAPTER NOTES. N 6-DIro6'SDR21 OR 4'SDR21 I ''�,.N',-y'-�'�w.y. 2.90'CTS%FlPT BEND. a C) PVCCOUPUNGIIREOUCER MUFILFR H-15533.OR 1.ALL HYDRANT.VALVE.AND TEE JOINTS SHALL BE RESTRAINED WITH MECHANICAL JOINT RESU4EDNDS TE BOX I I WAIER MAIN APPROVED EQUAL MECHANICAL JOINTS AND LOCKING GASKETS ON PUSH-ON PIPE JOINTS. .SEATED WEDGE TYPETTOM SECTION M cQ 3/4-CRUSTED STONE 2 DEPTH OF HYDRANT BURY SHALL SUIT INSTALLED DEPTH OF COVER OVER GATE VALVETAINER GLAND W C 4.OR6 HOPE DRAIN, I 2•PE TUBING CIS THE OWNER INSTALL RISERS AS NECESSARY AT NO ADDITIONAL COST TO pIC�) N 1 1 3.HYDRANT SHUT OFF VALVE SHALL BE 3'FROM HYDRANT. 1-SAMPLING PORT VW I - 4.FOR SIDEWALK LOCATIONS.INSTALL HYDRANT BARREL SO THAT STEAMER C" MANUALSHUTOFFVALVE I I NpIFe. NOZZLE IS IS'OFF OF THE BACK OF THE SIDE WALK. IF THE HYDRANT (n O C 1 1 1. PE TUBING SHALL BE BACKFILLED WITH SAND BY HAND M 6'ABOVE CANNOT BE INSTALLED 18'OFF OF THE BACK pF THE SIDE WALK.BOLLAROS WATER MAI Cj TUBING. SHALL BE INSTALLED ON EITHER SIDE OF THE HYDRANT FOR PROTECTION. ECHANICAL JdNT ENDS 1 I SEE BOLLARD DETAIL 2 ALL JONTS AND FITTINGS SHALL BE RESTRAINED AS SET FORTH IN THE 5.THERE SHALL BE NO OBSTRUCTIONS WITHIN 3 FEET OF THE HYDRANT.SPECIFICATIONS. 3. SOCKET CONNECTIONS SHALL BE GLUED OR SECURED WITH A MECHANICAL JON � jPENETRATION NOTES: 1 1COMPRESSION COUPLING. 'CRUSHm STONE p"1 a O ALL PENETRATIONSTO BE LIN-EAL i 1 NpTU. O `rt fi'HOPE WATERMAIN ® 1.GATE VALVE SHALL BE MODEL A-2360.OPEN-LEFT.AS _ Od ` T MANUFACTURED BY MUEI.UFL 6'HOPE WATERMAN I �gra�, O � (n � i� 1 TOWN OF BARNSTABLE pn TOWN OF BARNSTABLE oEr TOWN OF BARNSTABLE aF. 11 a)Its Y I ® I w>F rr DPW WATER SUPPLY DIVISION Aa wren DPW WATER SUPPLY DIVISION - C w DPW WATER SUPPLY DIVISION N TRANSITION FROTHS DI 1 I HYANNIS WATER SYSTEM a F HYANNIS WATER SYSTEM - HYANNIS WATER SYSTEM It TO S HOPE WATERMAIN I I 2'BLOW OFF `N°� LONG SIDE HYDRANT ASSEMBLY +^*� GATE VALVE AND VALVE BOX ✓✓ Q PIPE INSTALL PRIOR TO 1 I - O (1) t= C) POURING REINFORCED - I I [-� I) coDo CONCRETE BLAB6 FOOTING 6EWER MAIN y T���,, III r S.D' S MANUAL HAND WHEEL DI L"�J CUTJNSLEEVE 3 F FINISH GRADE _ - - 40RS HOPE DRAIN BUTTERFLY VALVES WIfip� FASTENED DTOEX TO HDPOUPLE TO W COUPLING INCREASER -I 6MIN.I- rU FROM SDR21 IN TO HDPEI I E N TEMPORARY TRENCH PAVEMENT PERMANENT PAVEMENT r INSTALL NAINVOIE COVE 4ORS DRAIN INSTALLED WATER MAIN ANdOR PE WATER TUBING 3LL LNU 2 EAH L•I ABDVE WATERMAIN WHEN COVER OF E. G PAVµFIDIENT. ELL DEPTH l�OUTSIDE EX-SLAB p� p IS LESS THAN SFEET IN DEPTH - _ IF SEWER ONES MUST CROSS WATER SUPPLY LINES,BOTH PIPES SHALL BE CONSTRUCTED OF LLA66160 ---- --- ----------- ---=---- ----------- MEULMN IS ROADWAYE�ALL' PRESSURE PIPE OR BETTER AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS.IF SEW ER LINE FOR PAYID TRENCH ONLY,REMOVE PAVEEDGEMMT BETWEEN THE TRENCH AND EXISTING 24'THICK CONCRETE IS PROVE WATER LINE,SEWER MUST BE ENCASED IN CONCRETE OR LARGE DIAMETER WATERTIGHT SLEEVE III, GRAVEL AS N"GiAREO. RESHAPE THE EDGE STALL BE REMOVED ANO AND COMPACT G AVEL SUB-BAyE, REPLACED.RESHAPE M. COMPACT PLATE TEMPORARY TRENW GRAL•EL SUB-BASE.TACK COAT ALL CE.O- - _ - - HIT REINFORCED CONC.SLAB SLAB FILTER SUPPORT BASE EITHER SIOE OF CROSSING .EXISTING MAIN PAVEMENT IN pCGR RY CE WITH EDGES INSTALL BINDER COURSE AND 60.5 SHEETING FOR EX CONCRETE BIAS AS REQUIRED SEW ER ABOVE SPECIFICATION 02501. SURFACE LWRSE IN ACCORDANCE WITH WATERMAIN O SPEtlFlCATIW 025p1. 10' 10 RETAINER GLANDS EBAA RETAINER GLANDS EBAA UNDISTURBED 1 4 RON MEGA LUGS,TY ER RON MEGA LUGS,T ER EX SITING 2 SURFACE COURSE 1 PAVEMENT INOW COURSE MJR OR APPROVED ED- T = MJR OR APPROVED EQUAL �1I' .. WATER MAIN GLASS 52 DUCTILE V1O1S`SO11IPVCDFAI N INSTALLED WITH SEPTIC SEWER PIPE t, - IRON(DO WATERMAIN POSRNE SLOPE TO THE DEWATERING BASIN - - 1S IN. TYPICAL CUT-IN SLEEVE AND UNDISNRB -- --- 6'PROCESSED STONE OR f01AVEt-(SUB-BASE) F•1I IFCONDRIONSREOUIREPIPESTOBECWSER TIiPJJ I6'. FITTING DETAIL Y EARTH 12•BANK-RUN GRAVEL rTl ENCASE SEWER IO'EACH SIDE OF CROSSING OR USE LARGE SEPTIC SEWER PIPE TAPPING SLEEVE 3•UNO � ------- � W O DIAMETER WATERTIGHT SLEEVE FOR SEWER OR WARNING AP LNTH I COMMON FILL hF•{{1I 6-MIN. - FULLY CLEAN EXISTING ¢ PAY UMIT F.L{ SEWER BELOW<18H SEPARATION SEWER BELOW>l=18" - MAIN PRIOR TO SLEEVE uETAI CORE.APPROX S.BELOW GRADE PAY LIMIT.4 X PIPE DIAMETER. W •'/^I SEPARATION TALLATION MINIMUM TRENCH WIDM=3.5•. v/Z TYPICAL PROCESS PIPING TANK CONNECTION SETUP WATER SERVICE/SEWER CROSSING DETAIL ________ ._ _-- DEPTH OF COVER - '- SUBCRADE-coMPACTED W n/Z IIZ INCH=1 FOOT NOT TO SCALE 5•MINIMUTA 1'.MIN BACKFlLL;COWING OF r� W GRAVEL DRMOW OR APPROVED ,_.Q y - EXCAVATED MATERIAL SELECT FILL INSTALLATION NOTES: PUMP DME DOWN GE STRAP(S L EXISTNG MAIN -z d�J } 1. PLACE LIFTING STRAPS THE NIT ME DOWN STRAP BAOTEFl - O ry INCLUDED)UNDER THE UNIT TO SPOUt SEWNINTO BAG O� PIPE REDOING IGR.LVEL COMPACTED ANUALLY LI- FACIUTATEREMOVALAFTERUSAGE I RETAINER GIArv05 E0AA ® BORROW DR CRUSH OE 6TdHE '�Y Ir.T..) 2. UNFDLDDEWATERING04GON A I I I I ( I A PIPE SUPPORT IRON MEGA LUGS.TYLER EO WHERE DEWREOUI ED Ivf F'� Q Q MJR OR APPROVED EQUAL ) I� C C STABILIZED ARFA OVERAD ON FLOW FROM PUMP y G G VEGETATION,STRAW,OR GRAVEL OF EXISTING GRADE UNSUITABLE MATERIALS EXTERIOR FACE G VALVENOTES: PAY LIMIT FOR LEDGE 6'MIN IN LEDGE OR /. CD AN INCREASED DRAINAGE SURFACE ¢ - _ UTIITY 4•MIN. TMIN. (SEE DETAIL 1 RESTRAINED LENGTH FOR TEES, trF'/--II �1 IS NEEDED) r - DEWATERING BAG _r 6ERVICE PIPE I-- I.� _ 3. INSERT DISCHARGE HOSE FROM ON AGGREGATE - 3'MIN(ttP.) I C f ( ) IF ENCOUNTERED W Lo PUMP INTO DEWATERING BAG A >' FLOW METER GROSSES,VALVED AND PLUGS EQUAL TO L�CD Z UNDERLAY RESTRAINED LENGTH FOR 90'BEN DS. C' NUNIMUMOFSIZE INCHESAND - - Fow- � TYPICAL TAPPING SLEEVE Z TIGHTLY SECURE WITH ATTACHED F TEMPORARY CAP EXISTING GAL PAD y- 2 THE SCHEDULE SHOWN IS FOR THE STRAPTOPRENENi WATERFROM - OROUCTTAPEIF � AND VALVE DETAIL FOLLOWING SERVICE CONDITIONS t50 pslg 1.ANY GRASS AREAS DISTURBED SHALL BE GRADED.LOANED TO A DEPTH OF 4 INCHES 1�"I Q FLOWING OUT OF THE UNIT WITHOUT u - - u NECESSARY 1 .i S <i Y s - INTERNAL PRESSURE:SOIL TYPE: AND SEEDED,WHERE NO GRASS OCCURS USE 6•PROCESSED GRAVEL (V BEING FILTERED J - W W N, :� -- SWDSILT. 2 THE SUB-BASE LAYER SHALL BE 6'OF DENSE GRADED MATERIAL CONSISTING OF, C 4. IF USING OPTIONAL ABSORBENTS, ( ( ( I ,(ik�S �. �` Zf r �; 6'MIN. y� 3. RESTRAINED LENGTHS SHOWN IN TABLE PROCESSED STONE pit GRAN].OVIIt A 12'UYETt OF BANK RUN GRAVEL EpS11NC PLACE ABSORBENT BOOM INTO THE SPOLR SEWNINTO BAG -I ( ( I l; ARE MINIMUM LENGTHS YIN FEET)AND ARE MATERIAL MAY BE SI1BSnN1ED FOR THE i2'IMPORTED GRAVEL LAYER IF pAm WATERTIGHT �/ f.>C� RESTRAINED JOINT SCHEDULE REQUIRED IN EACH OIRECMON FROM *F-Ro� BY THE ENGINEERFlLIEREp WATER PIPE PLU51 CORE OPAMMETER N. PIPE 90' 45' 221/2' 11114' FI1TiNGSORVALVES. rro:2 Proposed Process DEWATERING 04G TE DOWN STRAP OF CORE OPENING SIZE SEALANT(TYP.) L 5 •%at� ri *� Ex TOWN OF BARNSTABLENWNTENANCE: J{Zif � UNIDN(TYPE 21 j 1�`' SQE D.I. O.I. D.L D.I. &Details (SEE NOTES) DEWAlER1 ; ' 36' 18' 9' DPWWATERSUPPLY DIVISIONS. REUMENTHEUNITNSENIENTHASF PUMPdSCHARGEHDSE eAG o• Te HYANNIS WATER SYSTEM SEDIMENT HE RDWRAM ONTHEREDUCEDTHEFLOWRATEOFTHE + 4.OR 6-PVC TOvump DlscHARGErogN FLOW FROM PUMP DEWATERING BASINfib' 2T 13• r NON-MASS DOT ROADWAY TRENCH IMPRACICALRATE W6TING WALL PROFILE VIEW - s• sr zr 1D r fi. IF REMOVE AND PERACL ABSORBENTS, R REMOW WHEN REAR SATURATION AGGREGATE UNCERL4Y x - - i PILLOW WHEN NEAR SATURATION SECTION A-A TYPICAL FUEL PIPE WALL PENETRATION DETAIL WATERMAIN CONNECTIONS DEWATERING BAG DETAIL NOT TO SCALE CONNECTTO EX. NOT TO SCALE NOT TO SCALE V DI FLANGE S'X 6•REDUCER NEW WEARING SURFACE a BIND ER SAW KERF FILLED WITH FIBER 6-MANUAL PIPE SUPPORT uTTIHICK STEEL CAP(WELDED A COURSE PAVEMENT PAM TO SUIT MOOIFIEDASFHALTSFJALER BURTERFLY VALVE TO 6'O STEEL PIPE) �l TO SUR(i3'P.) 2-6S BARS EA.FACE LENGTH= PIPE WRAP INSULATION rw EXISTING OVER WGE y4' BOLLARD PAINTED SAFETY SLEEVE O.D..3'0' WHERE REQUIRED FOR [MIN. SURFACE OVER 2'BINOER) PAVEMENT PATCH(SEE NOTES) YELLOW OVER ENTIRE FREEZE PROTECTION S-REDUCER REDUCER FLOW METER 2 WIDE REFLECTIVE TAPE D EXISTING PAVEMENT WHERE REQUIRED UNION EXPOSED SURFACE NOTE:. HE40WALL STONE SG FILLEDEDILE ADWITH GALVANIZED STEEL 1. REFER TO LINK SEAL PENETRATION ORSTONE (MIN.D60=6') EXTENDAPRON POPE CUT PIPE TO SAMPLING PORT PIPE FILLED WITH CONCRETE PROCESS G WI VALVE AROUND PIPE MATCH ELOPE � - 3.�. PROCESS DRAWINGS IF NO •' " IT X IT X 24'DEPTH CONCRETE FOR LOCATIONS S4D MIN. HEADWALL FOOTING(SLOPE TO GRAIN 6 INSTALL OUTLET PIPE MIN. •' PIPE SUPPORT EXPANSION MATERIAL WHEN IN PAVING) TO SUIT fry".) 6-0. 3.5 MIN. FINISHEDGRADE T 30 I COMPACTED SUB BASE: � JJL 1fi11251Nw W MIN.GRANULAR DENSE GRADE PIPE OR CONDUIT DISLEEVE APRON NOTES: ,%, �j�' INSIDE DIAMETER -NOTES: SECTION A-A BEE AA 1. EXISTINGBITUMINOUS PAVEMENTSH4LL BE REMOVED MA CI.EM4 STRAIGHT EDGE VIA SAW �� ���� -- OUTSIDE DIAMETER.2' 1. STONE SHOULD EXTEND UP BOTH SIDES OF THE CUTTING.THE SAW CUT SHALL BE COMPLETED PERPENDICULAR TO THE ROADWAYISIDEWAU(. v III-I - 6rNo- ° ° i -I =1, li FLOOR 8 WALL OPENING REINFORCEMENT 6XE APRON ANDAND HE ONO ISCHRG OU ETAT OR Z SESWEPTCOMPLETELYHCIFANw MUR6E THE EXISTING VERTICAL PAVEMENT SURFACE 5IWLL EXISTING CONCRETE PAD II-� i ' •.'III' II-III"CULVERT 2:AND HEIGHT TEOT LESS Tq MA%IMUM PROPER -I - NOT TO SCALE TSLOPE HIRDS HEPPDAHEIGHTNOTULMETT IWO 3. ALTERED ASPHALT AS CUT NEW PAVEMEM ABUTMEM yP DEEP AND RILL.WITH FIBER I�-1I -;'�1I COMPACTED SUG THIRDREAMOSEDIAMW SHAG EIEUNDTREIGHT. AST MODIFIED ASPHALT SEALER A5 SHOWN, SIDE VIEW -I COMPACTED SUBGRADE 2 T TMHAINVERT ONEDSHALL SHALLBRCUT SO THAT THE INVERT OF THE APRON SHALL BEAT THE I SD � -!��NOTE:ALLTEDOFSTjHECUU E Horsley Witten Group;Inc. �� SAME GRAD HANNE(RUSH)WRH THE SURFACE OF THE r CONSTRUCTED OF SCHEWLE 40 FO DRAINAGE DEPTH ROCK Sustainable Environmental Solutions RECEIVING CHANNEL PLAN TYPICAL FLOW METER SETUP GALVANIZED STEEL PIPE. FOR DRAINAGE I2 DEPTH F--Ir-'- 90 Routraleywltten.com TYPICAL STONE OUTFACE DETAIL PAVEMENT PATCH DETAIL ON BACKWASH DRAIN LINE CONCRETE FIXED STEEL BOLLARD DETAIL 901cDute 6A NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE Sandwich,MA 02563 508-833-6600 voice ._ m 508-833.31501az �"•"1� NEW ELECT.SUB-PANEL LOCATION 7p pO R61 Qti IUGNf5T0 BE lffHONL47AA52 , I LIGHTS TO BE LPHONIA 2AAS2 SURFACE LED LIGHTS OR"PROVED t EQUAL O SURFACE LED LIGHTS OR APPROVED -- C`(J EO CEIUNGFAN ILll. '/�J`�'j�\\/\G� C\�' V CEILING FAN _ \ � II w N JftI '`CT.SUB-PANEL LOGTIO 17. L d O LC I I w o � ' c `� aD I � � F E _ LO U 0- Q- i CD I I ALTERNATE, O Q � � LIGHTING PLAN-CALGONCARBON SHELTER-NARY DUNN 2 SITE ' a to (DLaG HTING LAYOUT-CALGONCARBON SHELTER-NARY DUNNISITE to F w O �J ILL M W O F ALTERNATE, ' \ NEW ELECT.SUBPANELLOCADON �S.I --1— ' u LO co Od LIGHTS TO BE Lfi10.NI,7AA52 SURFACE LED LIGHTS OR APPROVED \� LIGHTING LAYOUT EQUAL ®� 1 CENNG FAN Q d / I I _ _ LLI 0 . I.—MRIM aen ww. 0LIGHTING PLAN-TIGG SHELTER-MARY DUNN 2 SITE -TIGG SHELTER-MARY DUNN 2 SITE rvo W .tom Q � �" z E 1 . 1