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Home My WebLink About0035 SOFTSHELL LANE Oj *V& NOAM I/3 ORA C � G2 'filudi VI �. �� NOTE SEPTIC INFORMATION AS PER INSTALLER �6 ASSESSORS MAP- 156 PLAN REF 504169 � DEED REF 9597/333 FLOOD ZONE- "C" AS LOT 30 ZONING. RF" 5 AQUIFER PROTECTION AREA 0 ti .Locus Bq AS LOT 29-1 o � � cp_ 5. 00' �j 5�/ o`ro LOCUS MAP AS LOT 34 N47'53'10"E p MACH , Y ff �J HSE. i35 4.58 PLO T PLAN OF LAND � PREPARED FOR AS LOT 29-2 �� DAMES V. & PAMELA J CHALLIES AREA- 45,566_ sq/ft �'o LOCA TED ,#35 SOFTSHELL LANE 6 �lb�. pp WEST BARNSTABLE, MA. JUL Y 25, 2000 7'�;- AS LOT 28 of +' �K YANKEE SUR l/EY CONSUL TANTS OF P.O. BOX 265 o� �y UNIT 5, 40B INDUSTRY ROAD PAUL k MARSTONS MILLS, MA. 02648- RRHM32M Cn No.32� PH.(508)428-0055 - FAX(508)420 5 553 I CERTIFY THAT THIS PLAN WERE MADE lip, IN ACCORDANCE WITH THE OCEDURAL AND TECHNICAL GRAPHIC SCALE STANDARDS FOR THE PRACTICE OF LAND SURVEYING IN ,,, M OF MA SSACHUSEvTTS��( � �o o �� 30 �o PAUL A. MERITHEW, P.LS. DATE ( IN FEET ) 1 Inch = 30 ft. JOB/ 52435 CB N N/F LUCILLE 8. McCALLUM �tiy �,�3 9.2�, 0� N/F JAMES F. ROBICHAUD ` x LOT 2 �I 45,660 SF ' 1.05 ACRES \\ 6 N/F j 3)• JOHN P. OWEN N/F + 1 PENT! CENTRAL RAILROAD JOB # 93-203 CER TIPI.ED PL 0 T PLAN LOCATION SOFT'SHELL LANE WEST BARNSTABLE, MA ' SCALE' : 1" = 50' DATE : 1 1 -23-94 PREPARED FOR: REFERENCE LOT 2 PB 504 PG 69 NICKULAS BUILDING CO. I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED OIJ THE GROUND AS SHOWN HEREON. ar aye-xz-,a�, �1t4 Of 4t ++�ans ssa-oeao �, i Jown cape e3g eering, inc, CIVIL ENGDTEERS V f �� L LAND SURVEYORS — —--- -- ---- I �m e 19 main et. yarmouth, ma DATE RE �,oe f f�R J r EYOR Cape Save Inc. 7-D Huntington Avenue South Yarmouth, MA 02664 Tel: 508-398-0398 Fax: 508-398-0399 11/11/2014 Thomas Perry CBO Town of Barnstable Building Division 200 Main St. Hyannis,MA 02601 RE: Insulation Permits Dear Mr. Perry This affidavit is to certify that all work completed for 35 Softshell Lane(#201406863) has been inspected by a third party Certified Building Performance Institute(BPI)Inspector. All work performed meets or exceeds Federal and State Requirements. Sincerely, William McCluskey - � NOTS!/lia 9 h Zz Wd 919VISNU9 310 NMOi Cape Save Inc. 7-D Huntington Avenue South Yarmouth, MA 02664 Tel: 508-398-0398 Fax: 508-398-0399 11-5-14 Town of Barnstable Thomas Perry CBO Building Commissioner 200 Main St. Hyannis,MA 02601 V RE: Building Permit TO: Building Inspector(s), This affidavit is to certify that all work completed for 35 Soft Shell Lane has been inspected by a third party Certified Building Performance Institute(BPI) Inspector. y1 ,a Ceiling: R-19 fiberglass blanket e �1 3� 70 Knee wall: R7 FSK =�-' o0 ry r` All work performed meets or exceeds Federal and State Requirements. rn Sincerely, William McCluskey Vp V _ w TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 1 54 Parcel d� Application # diU 46 3 Health Division Date Issued b 1 ,40 5 Conservation Division Application Fee Pd- Planning Dept. Permit Fee A.- Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis IY' Project Street Address 3 5 �S �,�� Un e Village W e,,S+ c,"6ia 6C —t- I � Owner y 06(he s Q l��PsS Address cS 0ah e Telephone 9 y 3 �. Permit Request Ad J b, ,S� f, ar4 - s +o -4he, G�, Wc, V. Sep, 1 4ke- �G i 4o_XAq,0J rl 4y /Y! Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 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) Number of Baths: 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 X(lo If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name IJ��ll, C��Sr /C6.1Save1 c Telephone Number �� g$ 03 7g Address ire, License # S, 1' Pr Home Improvement Contractor# Worker's Compensation # �AAPC3094503 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO ar SIGNATURE DATE LLl r 1 FOR OFFICIAL USE ONLY APPLICATION# a , __DATE ISSUED ' 71 MAP/PARCEL NO. ADDRESS VILLAGE OWNER r - n DATE OF INSPECTION: r. �FO.UN.DATIONju,,mww L�a-,,au,muAm f. ' FRAME -dNSULATION__;t_, :' r, -uu_k t_... FIREPLACE ELECTRICAL: ROUGH FINAL ( PLUMBING: ROUGH FINAL GAS: ROUGH :FINAL FINAL BUILDING"' yDATE CLOSED OUT ASSOCIATION PLAN NO. y r r q Building Permit Authorization I, James V. Challies , as owner - hereby give my permission to Cape Save, Inc. 7-D Huntington Avenue South Yarmouth, MA 02664 Office:508-398-0398 to take all necessary steps to obtain a building permit to perform work at my property located at 35 Softshell Lane West Barnstable, MA 02668 Signed Date i i The Commonwealth of Massachusetts f Department of Industrial Accidents x _ Office of Investigations 1 Congress Street, Suite 100 Boston,MA 02114-2017 www.mass.gov/dig Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Busincss/organization/Individual): Cape Save Inc. Address: 7D Huntington Ave City/State/Zip: South Yarmouth, MA 02664 Phone#: 508-398-0398 Are you an employer?Check the appropriate box: Type of project(required): L .1 am a employer with p 4. ❑ I am a general contractor and 1 6. ❑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. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition workingfor me in an capacity. employees and have workers' Y P tY• 9. ❑ Building addition [No workers'comp.insurance comp.insurance.• required] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ 1 am.a homeowner doing all work officers have exercised their l LEJ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152,§1(4),and we have no employees. [No workers' 13.❑✓ Other Insulation comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their.vorkers'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 orthe sub-contractors and state whether or not those entities have employees. if the sub-contractors have employees,they must provide their workers'comp.policy number. 1 am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Wesco Insurance Company Policy#or Self-ins.Lic.#: WWC3085633 Expiration-Datte:- '04/09/2015 Job Site Address: 35 S6-k S h�II �an e City/State/Zip: W eS+ 8CL Y�S+fij�le 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 S 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$250.00 a day against the violator.. Be advised that a copy of this statement maybe.forwarded to the Office of Investigations of the DIA for insurance coverage verification. 1 do hereby certi under the gins and penalties of er' that the in orination provided above is true and correct. S ienature: Date Phone#: 508-398-039$ 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.CitylTown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: ACQ�i CERTIFICATE OF LIABILITY INSURANCE DATE(MMfDD1YYYY) 4/14/2014 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 endorsements. PRODUCER CONTACT NAME: Colleen Crowley Risk Strategies Company PHONEgo_Exti: (781)986-4400 arc No:(781)963-4420 15 Patella Park Drive AppgEss. Suite 240 INSURERS AFFORDING COVERAGE NAIC t Randolph MA 02368 INSURERA:Seleetive. Ins. OF America INSURED INSURERB:Safety Insurance Company 3618 Cape Save, Inc INSURER C:WesC.O Insurance Company 7 D Huntington Ave INSURERD; INSURER E South Yarmouth. ., MA 02664 INSURERF: COVERAGES CERTIFICATE NUMBER CL1441475243 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. IN R TYPE OF INSURANCE .POLICY NUMBER MMIDD EFF MMIOCDY.EXP LIMITS GENERAL LIABILITY ._. . _. _ EACH OCCURRENCE. $ 1,000,000 AGE'0 RENTED NCOMMERCLAL PRE GENERAL LIABILITY MISES Ee occurrence $ 100,000 ACLAIMS-MADE Fx�OCCUR S1994480 0/16/2013 O/16/2014 MED EXP(Any one person) $ 10,000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $ 2,000,000 POLICY X JECT PRO- X LOC $ BINED AUTOMOBILE LIABILITY Ea ea enl SINGL 1 1,000,000 ANYAUTO BODILY INJURY(Par person) $ $ ALL OWNED SCHEDULED 6208200 1/6/2013 1/6/2014 AUTOS X. AUTOS BODILY INJURY(Per accident) $ . WED • E ntAMAGEXHREDAUTOS TOS PerrPROPERTY cad $ $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 A EXCESS LIAB CLAIMS-MADE AGGREGATE $ 1,000,000 DI0 RETENTION' . NIL P1994480 0/16/2013 0/16/2014 $ C WORKERS COMPENSATION - -- - Officers Included For X WCSTA7U- O7H AND EMPLOYERS'LIABILITY YIN FIR ANY PROPRIETOR/PARTNER/EXECUTIVE Coverage OFFICER/MEMBER EXCLUDED! NIA E.L.EACH ACCIDENT $ 500 000 (Mandatory In NH) 085633 /9/2014 /9/2015 E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes describe under I DESGIRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LMIT 1$ 500,000 DESCRIPTION OF OPERATIONS!LOCATIONS I VEHICLES(Attach ACORD101,Additional Remarks Schedule,It more space Is required) Issued as evidence of .insurance. Issued as evidence of insurance. Thielsch Engineering, Inc. is listed as additional insured as respects General Liability as required by written contract. CERTIFICATE HOLDER CANCELLATION msong@capelightcompact.org SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Cape Light Compact ACCORDANCE WITH THE POLICY PROVISIONS. Attn: Margaret song PO BOX 427/SCH AUTHOR1.ZEDREPRESENTATIVE 3195 Main Street Barnstable; MR, 62630 •chael Christian/CLC ACORD 25(2010I05) 01988-2010 ACORD CORPORATION. All rights reserved. INS025001005).01 The ACORD name and logo are registered marks of ACORD Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 -Home Improvement Contractor Registration Registration: 171380 Type: Corporation Expiration: 3/14/2016 Tr# 24VA9 CAPE SAVE INC. _ WILLIAM McCLUSKEY 7-D HUNTINGTON AVENUE SOUTH YARMOUTH, MA 02664 Update Address and return card.Mark reason for change. scA 1 G 20M-05n1 -" Address n Renewal n Employment Lost Card Office of Consumer Affairs&Business Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration: 171380 Type: Office of Consumer Affairs and Business Regulation Expiration: 3/14l2016 Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 CAPE SAVE INC. WILLIAM McCLUSKEY 7-D HUNTINGTON AVENUE SOUTH YARMOUTH,MA 02664 Undersecretary Not vali ithout signature 7- Massachusetts-Department of Public Safety Board of Building Regulations and Standards Construction Supervisor Specialty License: CSSL-102776 � WILLIAM J MC allS ' 37 NAUSET ROAD West Yarmouth NIA. 02 Expiration Commissioner 06/28/2015 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel6 O(DApplicatio # Health Division Date Issued Conservation Division Application Fee C~ Planning Dept. Permit Fee ' J ► -1 Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address L N Village �)GSt 134,rhS Owner irn G`!i e!S Address 3 S �o+g5l�/l ti Telephone 7 7 Ll - %L?y 3 Z Permit Request PIZ ��•- Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuatioi 30,D a 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) Number of Baths: 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 a o j � j Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stbW: Oyes ❑;No 4 C Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size _ Barn Olexisting`❑❑ ne-' size f 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 kos4s 4r.::.4, _:JD{ 1040-akWelephone Number y�� Address ��'kS4,`kr it .4,,c License ✓!,a _ /�� D l 7 D Home Improvement Contractor# !70 Z -7 I Worker's Compensation A, 'FT r_316163 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNAT DATE 3 ZD C � FOR OFFICIAL USE ONLY APPLICATION# 1 ^` DATE ISSUED MAP/PARCEL N0. ? ,` ADDRESS ' = VILLAGE 1 OWNER _ t, ,. DATE OF INSPECTION: ; FOUNDATION .r FRAME f INSULATION - F 1 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINALS GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT , ASSOCIATION PLAN NO. ! _ - d� 3 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations k1VJ 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lesdbly Name(Business/Organization/Individual):_ t&41 c>tYh yt em S G,6L r•- D� /�fft Address: F U�ci��IhG YfT!1 City/State/Zip Phone#: Are ygu an employer?Check the appropriate box: Type of project(required): �/ 4. I am a general contractor and I 1. I am a employer with D g 6. ❑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. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' 9. Buildingaddition [No workers'comp.insurance comp,insurance.: ❑ required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions ' myself.[No workers'comp. right of exemption per MGL 12.❑R of repairs insurance required.]t c. 152,§1(4),and we have no ec employees. [No workers' 13. Other—:)dc. comp.insurance required.] *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 state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy andjob site information. ////� Insurance Company Name:_�l/� b{ #Y/mp r7y1 e�7'D7J� Policy#or Self-ins.Lic.#: Expiration Date:1CJ /Z Job Site Address:3,5-- S4(shi 1 h City/State/Zip:4.�- l3 DZ r 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 Iead 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 penall" of perjury that the information provided above is true and correct. Sign Date: lq l� Phone#: 7//''t11' 15-711 lv G 9 `1/� Official use only. Do not write In this area,to he completed by city or town offilcial 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#: r ACCO OR ® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) `6*. � 1 10/25/2011 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(les) 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). PRODUCER CONTACT NAME: The Hamilton Group, LLC PHONE FAX 3 Wing Drive A/C No Ext: — — Arc No: — — Cedar Knolls NJ 07927 ADDRE4AAESS: PRODUCER PRODUCER CUSTOMERID#•ROOFD-2 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A:Continental IndemnitV Com an Roof Diagnostics Solar of Mass, LLC 89F Washington Avenue INSURERS: Natick MA 01760 INSURERC: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:1417002239 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 POLICPOLICY NUMBER MWDDY EFF EXP MM/DD LIMITS LTR GENERAL LIABILITY EACH OCCURRENCE $ _ 157AMAGET0 RENTED COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ CLAIMS-MADE DOCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY JECT PRO- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE $ HIRED AUTOS (Per accident) NON-OWNED AUTOS $ UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ A WORKERS COMPENSATION 468185310103 10/5/2011 10/5/2012 WCSTATU- OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE� NIA E.L.EACH ACCIDENT $500,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) This certificate does not afford coverage for additional insureds. The certificate is only evidence of insurance coverage for the named insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Roof Diagnostics Solar of Mass LLC 89F Washington Avenue Natick MA 01760 AUTHORIZED REPRESENTATIVE ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD lb Attention: Inspectional Services With this letter I, Avvtlp-s V, l re S authorize you to recognize Joseph Wyld Chirico of Roof Diagnostics Solar of MA, LLC, (CSL# 93115 HIC# 170279) as my Agent, and acting on my behalf may apply and sign for permits pertaining to my SUNRUN PV Solar System installation project located at 31 .S'o ake 11 1,AMe- By my signature, I recognize and approve the construction of which the plans are submitted, and willfully accept the responsibility as owner/builder of this project. caner Signature 77"1? - 2012 Date Josep y d-Chirico - Authorized Agent Z Dat Q15 0-1 Ito�i ofbiagnost,eslt� SOLAR 608 Brighton Ave Spring Lake Hts.NJ 07762 ph. 732.974.8874 fax 732.449.6739 :veb roofdiagnostics.com/solar =, Massacbrisctts- Drp:u tmcnt ref Public Safctv I Board of Building Rel-ulatioris and Standards . Construction Supervisor License ! License: CS 93115 - JOSE '9 M WYLDCHIRICO p T 39'DRAPER WAY ATTLEBORO, MA•02703 Expiration: 5/14/2013 i Ummil sshmer Tr#: 10770 1 .' ...v-...:............................r....-_V/.-_..�.:...... .._....:..,.....:..-..�.._..-.,..- //. (ZCILC606uo ' �.�•-+.w= r .-_ � ..a...,. - - ...,.-. .v.. ;y y. j er i Lice ,p Office of Consumer-Affairs&Business Regulation nse or registration:valid for:indrvidul:use only ;I I K' I before the expiration date. If found:return-to: OME IMPROVEMENT CONTRACTOR �' Oflice of Consumer Affairs and Business Regulation Type Registration.' 6279 10 Park Plaza-Suite 5170 Expiraffi -n1ITF5/20'13 Supplement* ;3ard Boston,MA 02116 l ROOFLLC- DIAGNO „ , _ �- p I JOSEPH WYLD i 89 WASHINGTON' Y '/s� w f :\' vT. q i NATICK,MA 017ti0 Undersecretary x yF t valid without signature i' _. Tom Petersen Architects Planners Mr. Thomas Perry,Building Commissioner March 5,2012 Town of Barnstable Building Division 200 Main Street Hyannis,MA 02601 Re: Solar Panel Installation Challies Residence 35 Softshell Lane West Barnstable,MA 02668 Hi Tom, I've reviewed the proposed solar panel installation at this location to evaluate the existing roof structure and the connection of the panels to the roof. Criteria: Applicable codes: 8'h Edition Residential Code(2009 International Residential Code with Massachusetts Amendments) 2001 Wood Frame Construction Manual Design roof load: 40 psf live load, 15 psf dead load, 55 psf total load Design wind load: 110 mph,35 psf My findings are as follows. 1. The new solar panels will imply an additional dead load of 3 psf. The existing roof structure (2x10 roof rafters @ 16"o.c.,with 2x8 collar ties @ 16"o.c. and 2x12 ridge,span=+/- 14'-6") is sufficient to bear this additional load. 2. The solar panels are attached to the roof with the SolarMount-I rack system by UNIRAC. The rack system, roof connections and connection spacing are rated for 110 mph. This project requires the larger Solar Mount I-2.5 beam(2.5"high)and spacing of flange foot connection to roof at 48"o.c. maximum.Flange footing connections to the rail are not required to be staggered. The flange foot connections to the roof are 3/8"diameter x 4" long lag bolts. I therefore certify that this installation complies with the applicable codes and design loads mentioned above and is acceptable for approval. Please let me know if you have any questions on this information. Thanks! ��aEo AR�y� Si erely yours, pETF��Fo� 0 ~ Ho.31621 a HOWELL Tom(Petersen c NJ Cc:' ,:Kglcy Pegler,Roof Diagnostics y�Fg4),N OF tAPggP�' 6 Country Lane•Howell,New Jersey 07731 •Telephone 732-730-1763,Fax 732-730-1783 35'-0' O M RELOCATE PVC PIPE ROOF 30 PANELS 'Y r,c, 1*4 REAR ROOF INVERTERUI: AZIMUTH: 20( SOLECTRIA 6500 PITCH:30 3 .STRINGS OF IO TOTAL SYSTEM SIZE: 1.350ko DC i y 3'-0' 19 MODULES 0295w PER MODULE ROOF DIAGNOSTICS SOLAR AND ELECTRIC, LLC '� - - SITE MAP JIM CHALLIES BY:RA9 REV 1910N / - / LG295SIC 35 SOFTSHELL DRIVE ( �`' ► / PANELS-295w WEST BARNSTABLE. NA 02G68 "•*� DATE:Ol MARCH 2O12 DWG NO.: 129 Roof Mounted PV Array—7.350 kW DC TOTALS: PV system specifications Modules 30 LG 245 SIGG2 NEC 690.53 3 Strings of 10—VDC:370 Rated operating current:26.01A To Utility Vmp:30.1 Rated operating voltage:240V Im 7.8 A Max.system voltage:444 pp' Rated short-circuit cuff ent:27A Exterior Interior VOC:444 Polarity of grounded conductor:Ungrounded Max.Voltage:298V Utility Meter M m 3R combiner Box 5-#8 THHN/ GE 60 A 4#8THHN co 2 Hot,2 Neutral 4#8 THHN Disconnect AC 2 Hot/1 Neutral+ I 3 strings fused @15A +I equip Ground DC Disconnect 2 Hot/1 Neutral 40A fuse protection equip ground In PVC 40 amp 600V 1 equip ground In'/<PVC located on In%PVC Inverter 2 Pole 40A 30 LG 245 Back-fed 245 W DC Inverter AC breaker modules disconnect Solectria 6500 disconnect 3 strings of DC 10 — ---- ----- -3 AC ---- M -- - ------ -- - --- - I I L—————————————————————————————————————— --------=------------------ DC grounding electrode conductor- #6 THHN LG Solar Panels: 3KW-HR Maximum power at STC:245 Centron GPRS Existing MPP voltage:29.8 Smartmeter Main MPP current:8.23 Single Phase Building distribution Open circuit voltage:37.0 125A Grounding panel Short circuit current:8.67 w/ wireless Electrode Main:200 A Module efficiency: 15.2 connection Maximum system voltage:600 V Maximum series fuse rating:20 A Power tolerance:0—+3% NEC 690.8 Continuous=125% Ambient Temp=83+40=123° F factor of.76 NEC 690.7— Based on-12°F.the correction factor is 1.20 x 37.1 VOC X 10=444 VOC<600 VDC max Series Isc=8.67A x 125%=10.4A/.76=13.7 Using#8 THHN(194°F) Drawing: RD-SK- 129 Roof Diagnostics, Inc Name: Jim Challies All work to comply with NEC2008. All equipment is UL listed for use. One Line Diagram Address: 35 softshell Drive Conduit for DC will be PVC outside and Metal inside wherever necessary. W. Barnstable, MA 02668 Ambient record low:-12 degrees F. Solar Installation Phone: 774.994.1312 Ambient record low high:83 degrees F i � r Barnstable Old Kings Highway Historic District Committee 1 200 Main Street,Hyannis,MA 02601,TEL: 508-8624787 Fax 508-862-4784 NAM IL APPLICATION, CERTIFICATE OF APPROPRIATENESS Application is hereby made,with five(5)complete sets,for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470,Acts and Resolves of Massachusetts, 1973,for proposed work as described below and on plans,drawings,or photographs accompanying this application for. i Check all categories thatt I 1. Building construction: El New ❑ L�Addition Alteration 2. Type of Building: ❑ House ❑ Garage/barn ❑ Shed ❑ Commercial B Other I Exterior Painting,roo ❑ new roof ❑ color/material change,of trim,siding,window,door - PV S°1ew"' 4. Sign: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign PA"' e,15 5. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Retaining wall ❑ Tennis court Other 6. Pool ❑ Swimming ❑ Other man-made pool ❑ Solar panels ❑ Other Type or Print Legibly: Date 3 /2 (,P�/Z NOTE All Wamdonss mast be signed by cvrxert owner Owner(print): e 1 wl Cf�t¢!�f G S Telephone#: -7 7q- Address of Proposed Work: S" So-/j5j44# L k Village U ga. ,s4hie Map Lot# 2.9` 00Z- Mailing Address(if different) 'Owner's Siguature. Description of Proposed Vork. Give particulars of work to be done: lii S/*// 36 Fws,& /Cleo„it P I/ e o%-, P-Oye/ &t-, 6�' Noose Agent or Contractor(print),Z:ZC L)"Id- ati,.'ee Telephone#: l/O/' S'7 9- to to&4' �t(� Address:31 L6Pt - tea, , AA4�hero_ *IW o 2 w 3 Contractor/Agent'sipa�� For committee use only. This Certificate is hereby APPROVED/DENIED Date Members signatures RECEIVED MAR 2 6 2012 . GROWTH N` �=`•»`'T`''`'NT APPROVE APR 1112012 Town ot Barnstable Old King%Highway Committee 1 Q.I Boards and CommissfautOld Kings HighwVWKNAppliaada siOKH2O11 Cert Approprwwr.ss dw PPF 7 . r _ • w " ♦ a gel 7 As �� 02/04/2008 1 n bR 7 f R ti,�r ii 11 �P. ' r#��`y +, .... Rf .r o 02/04/2008 — _--- t o Town of Barnstable Geographic Information System April 4,M2 16so580o1 t56004, 156003 is 35' �tt 1 h1842 156023 047 1012 �' *Soo 156omoo t o sees 166083 sq. 4W t seas2 0 60 as " y'� 166030 o� 837 166064 16so290o1 0902 0857 4� 168 s 68 156028 8881 166007 0897 156029002 936 166034 80 t68027 i6lso ` 8805 also ® 15so1a ® 155023 aq es 00 i55039 166012 0 32 02481 1 165013 0114 1650048A0o 165037 65022 166021 049 1 024 09M 1 WS002 Fe 1 6502 166043 w�• a;'2aes 029002 l 156 Pa rcel:arce: oiscuuntEtts:This map to for plenWng purposes Dory.a Is r,ot adequate for IegW Selected Parcel a boundmy determination or regulatory irdarprelation. Enlargements beyond a scale of Owroner.CHALLIES,JAMES V Total Assessed Value:$465100 VOW may not meat established map accuracy standards.The parcW Wes on gds.mep � � Ataea a t.Os saes Abutters w E are only grephic'representatkrm of Assessors tax parcels.They are not true property 9 boundaries end eo not r•presam ec umte relationships to physlcW features on the map Location:35 SOFTSHELL LANE ` such as building locations. Buffer '"� n UU m a - ° Z J m r �U r+ 0 o ro ooUJ ZUCL O _ .r u a. E Q N C7 m o a �= NL �Z �' W i� n w e Q` �Z u U- r OQ O ON 0 7 S tN�13 tu Q- ty c O O O .S-.5 Vtv of x NZ Ill OC <Q 1.-- APPROVED APR 2 4 2012Cie o 0 Town of Barnstable W 4 ui Old Kings Highway � z Committee W w r cq W 0. Z a U. 4 � c) r O J. lu r RECEIVED MAR 2 6 2012 L GROWTH MANAGEMENT Life's Good M o n o LG260SIC With more than half.a century of consumer electronics technology and 25 years of in- depth R&D,LG is pleased to introduce its first breakthrough photovoltaic modules. LG photovoltaic modules are perfect for general on-grid applications in residential, commercial and utility services. Built with reliable materials,a unique design and systematic quality assurance,Leis proud to provide its customers with unmatched product value and services. i Tuven.w.�e Cc APPROVED APR 2 4 2012 Town of Barnstable Old King%Highway Committme LG Coll Technology Positive Power Tolerance With 25 years of devoted and thorough LG dcl'n-ers its products with the awid's most research and drr elaf±rr,ant,I-C,has sucrrssfulty rigornus product assurance-a nominal power dL%tlafxd a solar Lull that n cutting cdgo and rr,.., tolirance Ma I' at 0%. i.w,. r.�liat,lc. 9 Unique Frame Design Superior Durability 1 LG photovollair modules are uniquely designedLG pholuvullaic moduhs withstand a maximum to drain liquid in all slopuc and angles load of 5400 r a,,wt light in might and built with. glass that is slim yet durable. Certified Laboratory Warranty&Services UL LG has met the core standard specifications I C,infers a reliahlp sr xl Ar-that is fnr solar rcodulas and txcame the official test ®N_- rrsru. ru ry �. Test comptiscJ eta�-yti:nti ixuiJucl w:iu:rnt/ Lab. I:dwratury curlifietl by 1'UJ Rhminlartd mid 12-yea;,90'Do power warranty and 2b-years Un der wntcrs Labortoncs. 60%pow&rI uvarranty. RECENED MAR o t� GRO T O Mechanical Properties .O Electrical Properties(STC!) Cells G c:10 LG260SIC LG255SIC LG250SIC 16245S1C' Uvend C° or G N.ayiroum cower otSTC(Nma.) 20 1f3tc ?7J 24r+ "I type \L.N,..rysl tl'ino IdPP Ychnge(Vmpp) WI "Go i'q.9 e92 Crll dimcn�iorr. '•55<66 mm°16>r o i1r (LPp current(1-pp) a.e 6.50 E 37 Z.2=- Sl al busby •• Open circuit witage lbc) 37.3 372 37.1 3'0 Dimensions(L x W x H) Io:i2.i8o r,42 rrrm 'Short cir_ull cmrarll(Isc) MI-1 E ES B76 30 o4.Z5'x 38.e2 x 1.65 in 'Module efficiency(}'l 15 2 if;a WL. 15 2: Maximum load(Pa) i13 p.i(5400 P.,) OPeraliny(emperatum d0''.--WIT tvuigM 'O�y i 41 U It .Mn>L'ltum ge.sysietllvnEs Connector yPo Y Ni a Cunnrctu tP 67 M."um series fuse Wing !S? Junetien box fP 6£n::h 3 b,Pass d+:Ms power tolerance 0.-45 0. Longih of cables i>!1;n1J nan/A .AY In i'c,'n L.lr+'.nl w.al:.p•.a.r.• �•.Y.+/rv.lr llu^.x•d....:a�••AVZr, 1 _ r+Zr:•.,u:.:•:1.r1.r+,sera.,na.•n.1t1-•..,r. :llq'1�•r'1•,:r..t:r,ir.:�.,J.l'�,J.� c}vtin. O Certifications.and 1'Vnrr•.niy cerlifiwbons Ic.G T?15 Ed.?,it'C 61T_'1,UL 1703 O Electrical Properties(NOCTI Productwartnnty 5yoars� ,,. _ L026051C LOZSSSiC L02S0_SIC LG245S1C, Output warranty of Pinin I2 yc:us-y0R M !tmn+�pere�r(W) 150 - 1 T9 i Tn 1 i7 25 tears-60"o hbximum poser mltgge(V) 2753 27.44 27.35 Z 725 l7tauimum power cu,m t(A) 5 @e 663 E c2 5 31 O Temperature Coefficients Opel!c(rcurircitay6104 34-3 34,64 3357 ;;4G. -Sheri circuit cu—rd(Ise) f-92 _I 84 �6,11 5P NOCT 13 T e 2'C [tfalencyredugton PmPP -04E94olC Yee .012EWK, O:33A ,K �r:a:a,•l,.o,•p,w+.>...el..nr:..w.•.1..:..!wnt,'.wi..•.u.:-...•.r_•r�o:.,w Ice 3�7y mA/K,C C4 J%/K O Characteristic Curvos O Dimensions(mm/in) rmnw G 0 � itfti5 n 4fiG5 .. vn too. T SI d pd.h... I.ay ride lr ° tM:wS4e. L00 M .,�. •F.vtc r�aro• cM,. xw t:cu t �•��` n.cs:c.a. t•1 f4 u..n�'•n.rw u•~s to :S 20 2s 30 as - .0. °P.— V41ag.M ff 140� i +20 Ise ..._ I B vi,c eY(......:....................................... ... i Pmax r,o 40' 'u.e 7c'.a t oms.w L r4u. °f •I,ItS Jn :� D; :.5 •ry -.A on r.!:r ray T-P.. ..I Cl a lG 4 1 :cut itl n.J Cn b- se� a F'n• �>ltl'lc is �� Life's.Good ' APPROVED APR 2 4 2012 Town of Barnstable Old King's Highway Committee r RECEIVED MAR 2 62012 i SOLECTRIA STRING INVERTERS GROWTH MANAGEMENT RENEWABLES I PV1 3000 111 b i1 t PV1 7500 FEATURES Wide Input operating voltagewinclow 208 VAC,240 VAC or f'uliy4ntegtated design Detachable wiring box • Standard 10 year warranty communications . User Interactive LCD a ty { STRING INVERTERSdisplay At 96%CEC efficiency,the Solectria Renewables string inverter series,ranging from OPTIONS 3.0 kW to 7.5 kW.is the most efficient transformer isolated string inverter on the market. 9 Integrated panel assembly The PVI 3000-PVI 7500 series of inverters consist of six power ratings to optimally match Web-basedyour grid-tied PV system,and boasts fully-integrated DC and AC disconnects,an I CD display,and a 3,4,or S fuse string combiner all contained within a detachable wiring box.This feature allows for a clean,simple,and safe installation with easy serviceability. The integrated panel assembly option allows for this inverter series to be pre-wired and mounted on an Industrial grade aluminum panel with kWh meter and optional f�trr� AC visible-blade disconnect orcircuit breakers on a two-inverter panel assembly. i� c �I us APPROVED APR 2 4 2012 Town of Barnstable OldJCing's Highway Committee i S a Absolute Maximum Input Voltage 600 VOC 8 MPPT Inpul Voltage Ra nSe 200-SSO VDC 230-SOO VDC Maximum Operating input Current 16A 20A 2SA 25A 35A 35A u Nominal Output Voltage 208 or 240 VAC 208,240 or 277 VAC AC Voltage Range(Standard) -12%J.30% E 208 VAC 2700W 340OW 430OW 46DOW 6500 W 7500 W Z Continuous Output Power 240 VAC 290OW 3900W 490OW 5300W 6500 W 7500 W e 277 VAC r 6500 W. 7500 IN 208VAC 13A 16.3A 20.7A 22.1A 31.3A 3&1A a Continuous Output Current 240 VAC 13 A 16:3 A 20.7 A 22.1 A 27.1 A 31.3 A i 277 VAC 23.5 A 21.1 A Maximum Backfeed Current 0 A a A Nominal Output Frequency 60Nz s Output Frequency Range 59.3-60.5 Ht Power Factor UnitY,4.99 Total Harmonic Distortion(THD) (3% EM 0 t 208VAC .96.4% 9&5% 96.4% 96.2% 96.0% 96.2% S PeakERclency 2f0VAC 96.796 96.7% 96./% 96.4;0 96.3% 96.5% 277VAC 96.7% 96.7% 208 VAC 95.5% 95.5% 06.0% 95.5% 95.54E CEC Efficiency 240 VAC'. 96.0% 96.0% 96.0% 96.0% 9&0% 277 VAC 96.0% Tare Loss 0.S W IntMated String Combiner Fused String Inputs 3 4 4 4 S S Ambient Temperature Range(fait power). 13°F to.131'F(•75•C 1o.55•h 13•F 10.172°F (•2s°C to.50•C) Storage Temperature Range •13•F to(131'F 051C to(SS"C) •131F to+1491F(-2S•C to 465'0. Relative Humidity(non-condensing) 5.95% OptionsMonitoring Web-based Monitoring OnvertePDirect) SolrenView � Revenue Grade Monitoring External third Party Compatibility Standard via RS232/RS485 Safety Listings 8 Certifications UL 1741/IEEE 1547,IEEE 1547.1..CSAC22.2t107.1,FCC part 25 8 Testing Agency ETL Standard 10Yeor AC/DC Disconnects Standard.fullgdnlegrated Onletual) Dimensions(H xW x D) 28:8 In x 17.9 In x 6.9 In 28,6 In x 17.9 In x 8.3 in 26.8 In x 17.3 In x 8.2 in (732 mm it 454 mm x 175 mm) (732 mm x 454 mm x 210 mm) V32 mm x 438 mm x 208 mm) Weight 47 Ibs(21.4 kg) 48 tbs(21.8 kg) 58.S Ibs f26.6 kg) 60Ibs(27.A kg) 88.9lbs(40.4 kg). Enclosure Rating NEMA 3R Enclosure Finish Painted aluminum RECEIVED MAR 26 2012 APPRC VEL)" GROWTH MANAGEMENT APR 2 4 2012 Town of Barnstable OId ehSOECTRIA CoomitHigh ee' R E N E W A S L E S WWW.Soiren.com I inverters®solren.com 978.683.9700 !�Uv r. _ {1 i� Ir •`�a...� ,,,,, ary =•1c .�a�«,`"'y� +�fcM1.,�.j.y,.` .�Y'3�~ v o. »- x` +.$ EccFasten Solar+ 8777-859-3997 Cornn'tmd w the Supper,c;RenevvUe Energy { 3 RECEIVER 0 MAR 2 6 2012 GROWTH MANAGEMENT a r-►- D W_ 1 1• 1 1 r M Ai F r^ 1 3' z 6` � > x� D p M �o Z 1p� 1 m 1 Z O 0 c n -i APPROVED 0 M APR 2 4 2012 1 T Town of Barnstable 1 Old King's Highway r' Committee •fit 'w GREENFASTEN- PRODUCT GUIDE - GF-I. Uj A pr T )r �' 0 f��. ''.r• r ,1 1.r MsnE mE 8.000 .005 — r ►{� Q 3 Y CS, � � 7 .••�� u.88�.01 12.00_ .125 f H e T 3.00 .125 o 4.00:_.125 .26 1.01 h° 05 c � U - � 0 Finish Options P4 BLK=Matte Black BRZ=Medium Bronze �r MLL=Mill Finish t a 6'E<oFrsrrn Sitcrvi A9 rnnrrm(r_rnaG rarw n�;v,y¢MnlJm resmcd 03101f 1 $CC.4,2 GREENFASTEN- PRODUCT GUIDE — GF-I 8rucket Options-CP Round uj t� .. 1Y r pq ". 1'., z Gq to +'006 .31 �� .37i �^ THRU ALL.00G CL i `Sr X _ + - (ID 1.75 z CM z en W N r_ j..+. 41.�'�e1�, O • r - - T )F.ca4ivrn SK^c;i M toatenc�xdMal ww'n coymbiK h°.ghu-oft-ed 0XV11 Sm4-3 r j tV � ry� �'r �. 'r`.4 °f 9..++n*+7 _• Y4t3•' r, Y+y+r ......� :154 ILA .�� ` _ �!. � � '....r '7'••.r + Y � t� j Tom. h J'eu� EcoFasten Sobre 877-859-3997 Cemmucd to the SopFor.o;R:a viable e'rer& l 3 RECEIVER i 3 MAR 2 62012. k q s GROWTH MANAGEMENT 0 w N � i O V oU C'' t to CD 0 r bo N t�: ,+ W 14 O V X O O O i Z A ✓ N } z cn m m Z f1 D 0 3 m � Z N 0 b � O v c N 0 rT 3 -o v D m APPROVED N n APR 2 4 2012 Town of Barnstable OldKing's Highway Committee 4d" Eccfasten Solos 877-859-3947 Cerra 1edi to the Support of Renevriae rrergy RECEIVED l3 4 MAR 2 6 2012 3 - I GROWTH MANAGEMENT 00 S3 I - I � N I N � sssss3esesaa:eae••••eeee■ I -�:_�x_3ezmiaasasmsaam W --. i Q O N t 3aa'a3333-e3333333333339293 l m m bo O T D � (.n if a m � g z o. > m 0 m _ D = C G) o C APPROVED `^ APR 2 4 2012 = �' Town of Barnstableway Old King 9 Committee GREENFASTEN'" PRODUCT GUIDE — GF-I _ Bracket Options-L-101-3" t" R.06 25 .41 a N a'r_ e6 a .� 3.00 _ � ,—o 2.25 'r t R.13 ; 1.65 rtat 'j R.19 LT - - -s z 0 .377.+.006 THRU ALL 0 .875t.010 X82',NEAR SIDE 3 011 ° 1-- .75 } LL �.. �Eca4ntrnTNcr�:rtlwathtMaeae4m.:ei.a��n�».a�,.,er,..uneG03�&'11 $fC.4.6 i GREENFASTEN PRODUCT GUIDE GF } k y('�} 's �' ,.__ �_ — Bracket Options-1.-102-3" i� i 2X .3$ uj N n CZJ CQ co pco tin a t-O p sr., _- II rn CC4 Cr 1*. 1.13 1.88 E-+ ;5.38 THRU a W ? 0.88 X 82° ! u NEAR SIDE 0 c z f cj ' 00 x �r p ! j IU E3 fc:Aoa"5*ai At W'rter•i pm,,te0 urvJer:e,'gn4'{K Al rrlhrt reWnVd 0118111 Sm.4-7 GREENFASTEN'" PRODUCT GUIDE — GF-I ~Bracket Optiors-L-102-6" .41 si•, ��,: ;�-try, — ui m�. ea p 6.00 fY■�' � amity 5.25 13.65 38 + —T 3.09 i1.494.4 t a 4 � z -1.50� t f 0 .377±..006 002 THRU ALL .8751_.010j X 82-. NEARSIDE Ln ra ` '1 O I �3 W { �i Ecakven Scdcl'3'A9:ontetr,palled ender co gtzit:h:r,~hU rcxtved.03,V i l Sec." f GREENFASTEN'" PRODUCT GUIDE - GF-I • �� Brocket Options-Z-101 --� .63 — r .38Mt, -� � _ r � � O 1 , ' 1 1' ®_ i 1.25 o .19 { Q b • �, � 2.75 z 1.50--- CO .377+.006 THRU ALL r N -.0O2 ,.: co _ �/ 0 .875±.010 X 82°. NEAR SIDE a I 0; an 1 , a x ul, r ' .75 , �1� r LL w i 75 ! iJ E<uinren Sabru AR�o,taa proKaM underro,+y+yin.tir�uf rPSMRYi 03/87:1 i RECEIVER MAR 2 61012 FLANGE NUT GROWTH MANAGEMENT END CLAMP OP MOUNTING FLANGE NUT CLAMP MID CLAMP T-BOLT UGC-1 CLIP T BOLT SOLAR MOUND RAIL -� T-BOLT A.- UGC-1 CUP APPROVED APR 2 4 2012 -�-RAIL Town of Barnstable Old Qnmm Highway O Coittee 00 00.0` � 0 00 Installation Detail ©2003 UNIPAC—KC: 1411 eRa�owaY etvD wE Solar.Mount Rail MUOUME NM 97102 :USA Top Mounting Clamp PHONE 505.242.6411 UN(RACMU Universal Grounding Clips URASSY-0006, Sc�=�tcGa3 La;ai1, ,ibmry'C-:D`,.2t:SY—�.1�5_S�Iar l/:ant 2oi1—L�GL-1 Glib—Tcp Fd�ur, Clor—p.dv.�, �'22iiYJE 's:47:�3 ;-ti RECEIVED MAR 2 6 2012 mans 7 15 ME Hardware Specifications Smart Synch i Hordwore Component Description s Radio Control Module Board:(RCM) 32-bit ARM processor.256K RAM,512K flash Copotdtor Storage Bank(m) "Plies peak power for data transmissions and of functions during power outoges—no batteries required GSM/GPRS Modem GSM modem communicates with head-end using GPRS and SMS services 11 Internal Antenna Flexble dual frequency GSMontenno for the modem I Tilt.Detector Detects unduthorised movement or removal of the device Temperature Sensor Monitors all.temperatures to ensure correct radio operation Temperature Ranges Supported Meter Forms Operating:(-40°C.+85°C) Class 20:35.4S Transmission(wireless):(-40°C.+85°C) Class 100:1S Class 200:2S,12S.25S Hurr7dity Range Class 320:2S t 0%to95%non-condensing Regutofory&IndustryCerti6calions FCC Part 15 Class B Accuracy ANSI C37.90.1-1989:Surge Withstand Capability(SWC) Meets ANSI IZ20 for accuracy class 0.5% ANSI C12.20(Class 0.5)-1998 PTCRB Certified Measurement Canada Certiffetl AR0VE Network Carrier Certified r r" �.,J Input/Output Signof or lnterfoce Derinition/Volues Module Power Input Voltage 120 VAC APR 2 4 2012 Meter Serial Interface 3.3V/TTL.compotib!e asynchronous Town of Etarnstaoic- Old King'S Highway Integration Committee f The SmartMeter module is a fully integrated.under-lhe-cover option inside the CENTRON meter.The CENTRON GPRS t SmorlMeter is shipped as one complete unit.ready for field deployment: t Version and CompottaiMl Information CENTRON Meter Hardware: Supported meter forms-classes.and types.equipped with battery t CENTRON Meter Firmware: 1813 t SmortModule: CENTRON GPRS SmarlMeter Module Sm rlSynch TMS: Version 7.20 or higher About Smort$yneh:Headquartered in Jackson.miss..SmortSynch hot been developing successful Smart Grid:nfeuigence F sotufions for the 00y industry since 2000.The compony's cleon-tech innovations in the two-way delivery of teatime energy usage doto over pubLc wieless networks(AT&T.Roge:s.etc.).in Eeu of privote network buld-outs.have to dole 34rp0ed Smorimeter deployments for 100 major North American ut8'Tes.,while enabling green-energy iniliotives and delivering significantly higher Returns on Resources. Unfke proprietary,closed-orch'tecture sotufons:SmorlSyrch's Srr=fineters represent future-proof investments in technology.The stondards-based IP connectivity enabled in every Smortmeler deployed makes:hem adoptable and remotely upgrodoble to support today's sensor and commun.cotions needs,as well as toirto:row's opporfuni-'es.better than any otlemotive. Coo right m XC9.SmortScnch lnc..all nohts reserved. RECEIVED MAR 2 6 2012 Smart Synch° the Smart gnd intelligence company' S CENTRQN® GPRS SmartMeter SmartSynch's AMlbtteirgenceT"metering solution features a communications module that is .- integrated into the Itron CENTRON electricity meter.The CENTRON SmartMeter con in nicates with a server running SmortSyhch's Transaction Management System"*JTMSJ and complies L with ANSI C 12.19.protocols for data storage and transmission. y This solution delivers actionable intelligence(critical usage and rate data)over secure public { wireless networks(such as AT&T and Rogers Wireless)and the Internet-in lieu of cumbersome { and expensive private networks.This makes mass deployments quicker,easier,and more scalable,providing,a significantly greater Return on Resources(Rol?)for utilities. UrAe propidetory,closed-architecture solutions,the CENTRON SmartMeter is essenticilly a future-prooftnvestment in technology.its standards-based IP connectivity makes it adoptable and field-upgradable to support today's sensoring and communications needs,as well as 'tomorrow's opportunittes,better than any altemative. Functions & Features Wireless Networks Hardware Components •GPRS •Radio Control Module Board(RCM) •Capacitor Storage Bonk(CSB) t Advanced Metering Functionality •GSM/GPRS Modem P •ffexble Two-Way Data Retrieval •Internal Antenna •Scheduled and On-Demond Reads •Tilt Detector -Interval Revels 15. I5.30.60 minutes) •Temperature Sensor • Reai-Time Interval Reads •Automated Register,Sell-Read&TOU Retrieval Operating Ranges •Demand Resets lemperahue ' •Real-Time Meter Event and Alarm Retrieval •Operating:1-400C.+85°CJ s •Real-rime Power Outage and Power Restoration •Service Diagnostics and T •Transmission(GPRS):(-40°C.+85°C) i gno amper Detection •rI Defection Humidity •Meter Clock Synchronization •0%to 95%non-condensing •SmartMeter Status Display Accuracy + •Automated Meter Registration •Meets ANSI 12.20 rot accuracy class 0.5% •Secure and Encrypted Data Trorgmissions •Bi-Directionol Metering Regulatory&.Industry Specifications + •Over-The•AirSmartMeter Module firmware •FCC Part 15 Class 8 Upgrade P9 •ANSI C37.90.1-3989:(Swq 1 Supported Meter Forms ANSI C 12.20(Class 0.5)-1948 •Class 20:3S.4S •PTCRB Certified •Class 100:1S •Network Carrier Certified 0 SmmtSynch.Inc. •Class 200:2S. 12S.25S •Measurement Canada Certified 4400 Old Conlon Rood •Class 320:2S Jackson,Mississippi 39211 I-888-362•178D w.+,iy vri r t.m 1-com G rou rid Method lama& • �:waa w�Sri Ja: ` W't ,�y�,. ..ems: 'a^m.•�4 83.2 screw 5tarwashers �OIIE� AP� 24VIZ Town of tju�tl::1,tvc. old W9 :`.f RECEIVED MAR,2 6 ZO12 GROWTH MANAGEMENT Tom Petersen Architects Planners Mr. Thomas Perry,Building Commissioner March 5,2012 Town of Barnstable Building Division 200 Main Street Hyannis,MA 02601 Re: Solar Panel Installation Challies Residence 35 Softshell Lane o a West Barnstable MA 02668 ^> Hi Tom, - �_� c a I've reviewed the proposed solar panel installation at this location to evaluate the existing roof~, structure and the connection of the panels to the roof. fig g Criteria: Applicable codes: 8`h Edition Residential Code(2009 International Res ntial C:) Code with Massachusetts Amendments) 2001 Wood Frame Construction Manual Design roof load: 40 psf live load, 15 psf dead load, 55 psf total load Design wind load: 110 mph,35 psf My findings are as follows. 1. The new solar panels will imply an additional dead load of 3 psf. The existing roof structure (2x10 roof rafters @ 16"o.c.,with 2x8 collar ties @ 16"o.c. and 2x12 ridge, span=+/- 14'-6") is sufficient to bear this additional load. 2. The solar panels are attached to the roof with the SolarMount-1 rack system by UN RAC. The rack system,roof connections and connection spacing are rated for 110 mph. This project requires the larger Solar Mount I-2.5 beam(2.5"high)and spacing of flange foot connection to roof at 48"o.c.maximum. Flange footing connections to the rail are not required to be staggered. The flange foot connections to the roof are 3/8"diameter x 4" long lag bolts. I therefore certify that this installation complies with the applicable codes and design loads mentioned above and is acceptable for approval. Please let me know if you have any questions on this information. Thanks! . . ,�� S' rely yours, RC >, RED A F. PFr h � F O� N 14 fn o 1- No.31621 = � "Tom=Petersen s NOW ELL, °y NJ �q Cc: Kelcy"Pegler,Roof Diagnostics OF 0�gg�Os 6 Country Lane•Howell,New Jersey 07731 •Telephone 732-730-1763,Fax 732-730-1783 f� C, Application to C goo Old-Kin Hi Y Re i hwa Regional Historic District Committee 2 0 0 g s g g 0 rJ I +� X 3n the Town of Barnstable for a CERTI FICATE OF APPROPRIATENESS Application is hereby made, iri triplicate, for.the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470. Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings or photographs accompanying this application for: CHECK CATEGORIES THAT APPLY: � �V 1. Exterior Building Construction: ❑ New Building ❑ Addition ❑ Alter io U I / Indicate type of building: ❑ House ❑ Garage ❑ Commercial Other Z Exterior Painting: ❑ 3. Signs or Billboards: ❑ New sign ❑ Existing sign ❑ Repainting existing sign 4. Structure: X Fence ❑ Wall ❑ Flagpole , ❑ Other (Please read other side for explanation and requirements). �] TYPE OR PRINT LEGIBLY DATE [ -S 0 �- ADDRESS OF PROPOSED WORK �Cr 'le�� ASSESSORS MAP NO. J (e OWNER:I&yes of -LW LL/eLs ASSESSORS LOT NO. HOME ADDRESS ✓� �`�t t c, ►�! TEL NO. FULL NAMES AND ADDRESSES OF ABUTTING OWNERS. Include name of adjacent property owners across any public street or way. (Attach additional sheet if necessary). lyk 14 Y 1,4Va, De�- �14h,16W-e- 081) 1. .�J h�IAGENT OR CONTRACTOR L-k- t : S TEL r ADDRESS M f,IIV -FAn, ot DETAILED DESCRIPTION OF PROPOSED WORK: Give all particulars of work to be done(see No. 8,other side), including materials to be used, if specifications do not accompany plans. In the case of signs,give locations of existing signs and proposed locations of new signs. (Attach additional sheet, if necessary). Signed _ Owner-Contractor-Agent Space below line for Committee use. H -y- aprHN-1 U 116-�ell) � Date a Certifi a hereby,- �`-� Date V Tim`JUL - 5 T Approved ❑ IMPORTANT: If Certificate is approved, approval is subject to the 10 day appeal period provided in the Act. �fl Town of Barnstable ' Old King's Highway Historic District Committee SPEC SHEET FOUNDATION SIDING TYPE COLOR CHIMNEY TYPE COLOR ROOF MATERIAL COLOR PITCH WINDOWS COLOR SIZE TRIM COLOR DOORS COLORS SHUTTERS COLORS GUTTERS COLORS DECKS MATERIALS GARAGE DOORS COLORS SKYLIGHTS SIZE COLORS SIGNS COLORS FENCE COLOR �(f NOTES: Fill out completely, including measurements and materials/colors to be used. Four copies of this'' i form are required for submittal of an application, along with Four copies of the plot plan, landscape plan and elevation plans, when applicable. SPECSHT Revised 11/98 i PLOT PLAN Borrower Client CIS ': James ( 7 WeS Property Address 35 Soft Shell IanE. City West Barnstable county Barnstable State MA zip Code 02668 ~Lender C ZERr: James V. Challies i. N N/F LUCILLE B. McCALLUM ob �O. -39 .2�• �� ,• 5. 00 �0, m N/F JAMES F. R03;CHAUD90, t 110GNO� �y 4 i 45,660 SF 1.05 ACRES `Lod. N/F 0 JOHN P. OWEN N/F PENN CE,!T RAL RAILROAD a F t JULTowl [) LeserForm Software by DAY ONE,Inc. 1993 i i :r i i i i i i r .•%YA� '. ,�Yr.S��. ',. `aa f, ��S.C-` �j � �..��•�,� 1 • Was At 1'ti. rya'fkG � SY r ...•+e s � ke'+ �. !CiS�'s fy'�i�' }• ,t Xe�7.�.� S.•�g" -' ? yam, 't'�-+n• J,y. x"�rd�5:�.� •� titi 3a-P` a`�'7�^`1� +rJl 4��„ �1 S.s.,frassi��f a�1^' . r -.r�Zy�y..+�i�.�' 'a�h r�s`'' �t X� a�,y; eta o 't�•4.n'{,^.i+ 'r . T'�',. -.L. � .2„>,�� ,w.�. �T'U• a4r� etl{e,R.,x71".+� f>•y.�.� � �r -� r •�y'� ,s ;• 7�E •(�,�t... .'.�7i l'' �1•r ,�riy�'r're A'S!+aj +"" .;r -1` .'• . �' h.:R} �"a .S�rr �'..f�'.m`'f.(il-.,,1 �a ,,{y'�. ...-v,�„ J:i M..("+. • ei �r rL+.:..� ;; .iXSC.y i�''�'' ��4'�...W.:� .:�Re.xr.- 'ice'.• �.•"� y, + .f...•... ,,,, :. tt"...w. 'ri r::.. �•1'f`'nM^.K'+ ^«l.rf::i• .ai+,J" 'S� sin r Tiff ..�� t. �'1 „:�.. e>>"� ��•� �� .1.'�'1/w:.`�t''>I�r�L,�.(!'.t:�t-'�71Fn�...��i-i ..:Y'N.tY'4y 4. •"'u"( _ .1 It V�• ,�.1''y'+-t / f �t/'' •b.. of e y�, gyp.^ : rs�` ��• �': '�A`' Xii .,+- +{{�„+� � .� � , � fit` .'7ii� tt.jY f;�r,�•� / y .ant �! try: ti { r:. ( +I! ,..9. ✓ }"�' ♦, 1"4(' a,.•. , -' 'err '�•. 4`1 t { -,., .:. r `t �•S tk��'>� .r'!`�• ..7•+rr..u-ygeu J.>y �.(..ta '* ,,,,,,;ti, �+�� r ��. �f�t'••air r��• .?Y��%,�'�ti 4ji�.�x �� i 5��j�4„Cr� i .%;ri.�a 4 ��.+ •. b � dJt.y -r rt �..'�11,.1.:✓N �,S.ne'.,. SWP TOPPERS mills IN M. . . M � I I I II ! I III' II T -jr II� I �I� IIII III i F II i T nI III ......... . III � � r=' � �- '� � r �; � . � , __ v� � . � � �. -. - - � ` � -;,., o� � . � . . e. .� i.� . . . ,, TOWN OF BARNSTABLE LOCATIONI1. SEWAGE VILLAGE k�/LASSESSOR.'S MAP & LOT INSTALLER'S NAYS 6r PHONE NO SEPTIC TANK CAPACITY LEACHING.FACILITY:(type) /Oc C7 fT I (size) NO. OF BEDROOMS PRIVATE WELL OK'VUDtTC-W*TLrR BUILDER OR OWNER �l //,JS/ -DATE--PERMIT ISSUED- IANCE ISSUE DATECOU'ptl Dz 745 ........ RA G TED: Yes 0 77: lr tv i " i • _7 - A ` I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# v v� Health Division `r`(-7(6 Date Issued Conservation Division Fee � � Tax Collector 4�/ " `� a� Treasurer C�e��e l %%�vk.0 SYSTEM �IUST BE INSTALLED IN COMPLIANCE Planning Dept. WITH TITLE 5 ENVIRONMENTAL CODE AND Date Definitive Plan Approved by Planning Board �' �` TOWN REGULATIO 5 Historic-OKH Preservation/Hyannis n Project Street Address 35- S a 561L, Village eS Owner �i�>� ( -1-1peS Address Telephone f / Permit Request o L- a Feivc-e— 1 10 l� Square feet: 1st floor:existing proposed 2nd floor: existing proposed Total new Im Estimated Project Cost b °ZI Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes Cl 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 �BBement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: 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 t 7 Detached garage:❑existing ❑new size Pool:❑existing Xl 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 BUILDER INFORMATION C Name S- 0115'fe) r0_01Z �-- S(��S Telephone Number J O ` 01710 Address�Q ' ' Anew License# �ye1 b*0 V /�7•c�'Y 0 Home Improvement Contractor# T f l0 6 Worker's Compensation# l0 V 3 ZY�d Lj` 7,00 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE _ F— FOR OFFICIAL USE ONLY T 4?3 PERMIT NO. 2,, DATE ISSUED `�` MAP/PARCEL NO. ADDRESS VILLAGE OWNER .... .f e DATE OF INSPECTION-_-'`, - FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL o • GAS: ROUGH , - FINAL FINAL BUILDING DATE CLOSED OUT fri!Z ASSOCIATION PLAN NO.— 1 The Commonwealth of Massachusetts - Department of Industrial Accidents Office offoyestfoadeff 600 Washington Street -_ Boston,Mass 02111 — _ Workers' Com ensation Insarance davit i 17 name: location: citV phone# ❑ I am a homeowner performing all work myself. ❑ I am a sole etor and have no one worlds in any capaclty I am an em 1 ding workers' compensation for my employees working,on this job..._.. P P ana vnm 1-1 1'.*..",*..---.11'..**1.."11-.1-1-1 =` si.'acre h cl oiicv itisuran I am a sole proprieto ,general contracto or homeowner(circle one)and have hired the contractors listed below who e following workers' co ensation polices: name:..::�>:;:<:;:<;:::�:�..._. •.::.�:::.::::.::.�::::. .::: .:: . nl aDV -,• `acre S::` %: :y `i'': a ........ ...... .. .... . one.# . ........::. ci ... >'}> zv •: c anwnam " are as ............ ..:::.::::......::::::.::.:::::....::::::::::.;.:::.::.:::::::::::.:.::::.::::.::...::............................................ :::::::.....................................................::::...:..................:::::::::.... e4 .......................... h z> :> ::::::::::............................................................. :............................... ................ .............................................:....... .............................. .. .... olit:v Failure to secure coverage as required under Section M of MGL IS2 can lead to the imposition of criminal pel es of a fine up to 51,500.00 and/or one ream'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of 3100.00 a day against me. I understand that a copy of this statement may be forwarded to the Once of Investigations of the DIA for coverage verification I do hereby c under the pains and penalties of perjury that the information provided above is tru.and correct �. Date 1 Signature ,c/� / n " Print naive A -e Phone#��, � r�'— U'7l y ----------------- official use o do not write in this area to he completed by-city or town official city or town: permitNcwe# a ��!D Department check if immediate response is required ❑Sdecttnen_ ❑Health Depcontact person• phone#; ��er�(tented 9/95 PJA) Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-8624038 Ralph Crossen Fax' 508.790-6230 Building'Commissione: permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. . T Type of Work: it -eive'e_— -Estimated Cost D 0 Address of Work: 5 � j �C�e L r Owner's Name: '3—tqVN es Date of Application: S—.00 I hereby certify that: Registration is not required for the following reason(s): Work excluded by law C3Job Under$1,000 Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY ICJ I hereby apply for a permit as the agent of the owner. �1 s-p�1 � b� Date Contractor N Registration No. r OR Date Owner's Name I q:fomu:Affidav �1 ..�� r�'`�:�',i�'t+y�sk'A�/I(F1..S.�...t':r�l['�+`•+�a'Trig$�;rr{�h,,;s�'k-9�.�i3`'�'��:.'a`r°'t�r�i"�'�Y^�7'sj�.. T4T..+�j'a/r,�'y�':�'i�•..Q�{+K'l�".'�°'� f1I�1'esT�`p'eiF'I .�yy�-. ,�1•. ''y�.rNd�',+° The Town of Barnstable sAR1vSTAEI.e.MA-Ca Department of Health Safety and Environmental Services pTECN1o•'�° Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen 'Fax: 508-790-623A 3 L, /1 Building Commissioner PLAN REVIEW Owner: �� C '�� Map/Parcel: Project Address: . Builder: j2 b The following items were noted on reviewing: i C-01 chi'•-,may G(�� L.`-'�, � �(� C�V'�-'�►� G 47-2- I O Ve - u J Please call 508 862-4038 for re-inspection. lnspFc4edy Date: q:building:fonns:review L _ y F SM0 dN. lin 3 HOD/81SINIWOV 8I3 a3NINtlN AVAV N NOS 'A N3baM', ; UAOMI 3NOH 9 100d 83H3113S 00/40�L0 ' a U lidX3' •r 7 9II ` uoTieals as = 3tl 003.1NMA,08M 3 `J�e �oriciuo�eweull/ a`�✓`la'dauc•�rwella ' BOARD OF BUILDING REGULATIONS ...d License: CONSTRUCTION SUPERVISOR j Number: CS O42838 Bi rthdate: 05/22/1950 I " Expires: 05/22/2002 . Tr.no: 22926 Restricted To: 00 WARREN F SCHERER 630 MARINER CIRCLE L•�"" COTUIT, MA 02635 Administrator p1AfI#NL a[Ace .�{^AV T. .At.e1l•Yw�RM�lcwwe4cL ldw / 14U.1 TrbRAI. LAIR f---4" STTFL- __.. IT C7Ram -� f#FU'.P"P ft"4 o.►Yf7ZTL E3ClTi l�M'C-?`fVF�!1.. 4-V,- 1Y�� pow►smRS. . • W4EA PW[L fJe fA, � N 7a.t isVe L, who[' -- &Ma.S•m - 7 - — — -- - . tMsr[i IYN-LL ` �f """'n wen �!• 1 v�uv�e \ vN�..wRe w ♦w ceepa�� r-.r \ • LOW.. EoiEE _ o LAZY E(_,G�UAN� KEGT a.,eLLfw`�1ACCIL: at � ETA o4J ORUER t 9o'ELL L 6ZY EL. COR� £U� it TAI own GAVA Srrfl: o pyr D4KE // Krems �- ants- ' IS• twMd�. .�,. a .Y � some s-9Ciwre.P _ i ton A*R3.ZYI. _. R L y+�eMr�n ',;A. v9Mi /rtcR GAIT!ts I u •[ c ord ; ass' i a G'•G' NIE CAL '^ LA fL Goa.ca e grry i •QGA.Gil[ �Lwe �w 4*FL-s root ♦ 4 . ��RDA M/ERACl. „ � 9 CI$T£a�O�� LAM EL CORNEIC Z E -IC-EL.. 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MR DWANOW /* m['44n Rw6 L MOM Deg=vtK Rf0.6 r. fT�spew""bf :Of�9�G—w r eEa�L M tttlgL 96A..TO�mc A 1n[f �•AL r�r • ` t 7!.'Y'►�aLAf+o�Y O199�mar9< Nt:�R m90LwC104TN►¢ aMR tt1�MN6�dM9]At Wr,Wl saki Ar�rVL M. - IOU"WK �'.'K�►y,0. 99i.a..w.t • Mrs Im eve MQO I�R TM�T�e�n�MA.m7l N.C[Plb. �71wDMNLL �v� �tMlvA[O`e�Ot1�nP�rle1 , �• EX: t09�6 A1MifUA$vMA9An114m Qi� P H.t.nu � �w i :•:�. a[vnMwrudwe.nw�vwms�e�a�arwuowu�sor , ''. .t,,�A �;• 9o*9eAeoa.o.e.a..[�.w.cn.es�V. 9f111�Ts aae Imam+oe.e.TE _ R�•R.�9 MSTM M•x0,�,I 4A1GI Am am MeR.T� a[ �nR9T.Ip1[Tw,T 101T. - ses w[uuo.e ntm laeort• a M "MMRMM'TA/wed 0""9W"!OR MMt FWM COMC AT 4 StM • ., mm .�.��..,�,�, ,,, ,. war Ova 4 KIDNEY 8 T Pi L WALL STIEEFfNaEl? 12 Doer a......... .... 9e99.:o�.9Mo,u„ei:o.99c scALE: a. AT MID-PANEL- (7\ wE[�xc►wrow _• _.._---_--. - v i s 1 f f Tw. AC�NIM ' •~;3j?3.;2,:>�•, W. r. :r; ' Lift {,� .rifw�'S�r +?r��-�iv..<}Sir r+{:iti•{tit :S r:ySf'j, �1Ly ' ":�{'.7'•__+4+U-'.Ly r'y'�1'-'::5+}' '{{>'•}:S??C:,'.{:i.?-:+{{r$ '�{.<{}:i?; we is sk �uc..ow d �- .�.s rep 't•.•r3.r:?{.:,�:.-- a:usal.i�is w.v.Nai.!.tm�k-w. ....`.` '-•-:�:='t=:=: o�cw«me ' a�JOI.v.WWASa1p �r ayjN ,:+•h'•4-'v�::;• :•:{• M�.TW Atli.•ii Poo Aso aM�w r�vilr�ii�`�' src b4/lt e'.rr'�b►.traT A1Rn1 aura�Lu' �Ir.ti� RECTANGLe°orv"m RECVAM ul I-;" 90 EL a,,.«.� a./r IL C LAZY E y No"""m As aw.C&'K"m aa.wf ONOMaR. t 4� run s ai�nas ser tte_ . t S.F.as ft—./bflbt mm am M.. V a � cadpocR r /1t7eR /- ALN. E ' At if low- �r 4ala 1 Lw¢...w s•le[...b+l t. �� mat► e.fwY.� L ——-►-—J 1' - Una AT �91Iq/1�y1tIaa y�l.��P4 nIRA�/a4L0 ML,C✓ �•L:aAa�Ill K!M Ate^l<laal Sft_W. a.ac Olor: aJ.ad iLL e!auv,AalA J_ffaa.aK.fx. rrrlJllV�.ff�1T y�l V.M1tF.�41.`Qtly ML_W. Mae MII./Jkr'"'d r rll&r►. IW MtrA l Ltf04"&CAP bZE b.w�11� ti7v��J41 V bow *EA 4"W a,, w � Ml.y'i!l!�r1[J Attr{4A.� -f.✓. MMR'tl rJ�r .Afl r/.}U I.11i0G 6wI�W. KW.wfr. O MIFA LSem w_t✓, MMplA/1RA 4/LW aAt.o.i GR—.E � OCTAGON OVAL Flow 7 DMWLEs OF TIE WNDAI I DIIV= D1TER EMrELOPE.TW V11W 606/608 4 LADDER/RECESS TREADS STAITtS STEEL CANTILEVER JUMP STAND j 6' 68-209-206 8 ' 68-209-208 FOR "#" WATM Swf-#" SHADE MO wtRll9aNy IN TNS AREA AL WAUT ALL 80APO AND STAND COMBINATIONS MUST MEET THE ANSIMSPI-5 199S Allflbe" NATIONAL STANDARD FOR RESIDENTIAL INGROUND SMI AMING POOLS. r ATTACKED SPA COMPLY WITH LOCAL GOVERNMENT REGULATIONS IF THEY EXCEED ANSI/NSR STANDARD. AN diving boards and related equipment are manufactured for swimming pools ONLY. POOL WALL EX A transported and j The S.R. Smith 606/608 Steel Cantilever Jump Stands ore designed to be easily installed. Follow oe instructions carefully and inspect closely to assure proper and safe installation. DECK CK PROPER VOIDS S.R. SMITHY'S CANNOT OANBY�RMAY EEFFFECTAS AN THE SAFETY OF TNETALLATION USER. ASSEMBLY AND INSTALLATION INSTRUCTIONS STAIRS - PLEASE READ CAREFULLY - w FOR rtKgf-v p�ACE SNApE i KM MW C EQXP1ENT rq wfAusmNs w TNs AREA S.R.5mithinc, POOL WALL �_ LADDER j E><lltl•lE � , UNDERWATER SEAT I THE WORLDS LARGEST MANUFACTURER BENCH AOOER/RECESS TREADS POOL WALL ! OF 04VING BOARDS. STANDS, SLIDES 6t SLOPED ENTRY I STAINLESS STEEL RAIL PRODUCTS 'Ouality that is BUILT-IN, not ADDED- ON-MST &%LE3 AID "K FAM101INl1 PLAITT CORPORATE NEADOWITEN talstqul AM SHAK P.O. Box 400• 1017 S.W. Berg Parkway DRAWFOR TYPE I-V POOLS tMM IXVING EQUIPU T MECHANICAL Canby, Oregon 97013 ao wa V51ONS w nes AAA LIFT LADDER Phone (503) 266-2231 a FAX (503) 266-4334 0 1 s MAf 1 OEvM AFp�L EAST MES AND tEI AWAID M1IID PLANT SPAI Ns o u%L 105 Challenger or. UNDERWATER ' Portland, Tennessee 37148 SEAT ENOOR EP POOL WALL STAIRS WITH SEAT I Phone (615) 325-0770 • FAX (615) 325-0775 REFERENCE DIAGRAM NOT TO SCALE EITANPLE C I 06--303 ATTENTION AUG97 L THESE INSTRUCTIONS MUST REMAIN WITH STAND MINER 1 EXTRACT 5,10 DRAWINGS AND DIAGRAMS FOR MINIMUM DIVING WATER ENVELOPE FOR SWIMMMFG POOLS DESIGNATED �$I/ PI-5 1985 TYPE I-V. SEE FIGURE 5. 5.10.1 POINT A. Point A is the paint from which all other forward dimensions of width, length and depth /tCEAIt:AN IIATYaMAi BTAIOMD FM RESI0E1RIAl. IMONO WIIrIp9 110Ol3 are then established forthe Minimum Diving Water Envelope. It the tp.of the diving board or living platform overhalg is located at a distance of WA or greater from the deep end wall and the CT water depth at that location is spud to or greater than the water depth fetpiernent at Point A. 3.9 MANUFACTURED GIVING EQL04KNT FOR INOROUND SMMMDNG POOLS (GIVING BOARD/STAIO COMMATION see Table 2. then the point on the water surface directly below the center of the tip of the dMng OR MANUFACTURED PLATFORM) Far consumer safety information. warnings and education progromw bfa►d at el" plathwrn shah be IdentiRed as Point A. See APPOrm ices 0. E. F and G. S.ul2 LOCATION OF POINT A_ The Minimum Diving Water Envelope dimensions for pools with meowfoctured 3.9 I Saeeafientien ewe :w,w..n.. diving equipment tfroll lea taMen fromPoint A as shown in Figure 3. Point A shd be dofbwd as --- diving equipment oititaM an a the pail on-4he-w6ter-AW40c -rAerthe water depth and In provilded oil be in occordance with Miles 5.9 through 5,10, distance of WA os shown in Tolle 2 from the deep and wall. The center of the tip of the diving board shag be located directly above Pont A. 5.9.2 Manufeclwe0 diving equipment shaft rat be installed an pod Type 0. flaw 6 5.9.4 Manufactured diving equipment shots be installed on pod types that are e¢ror to or of o larger Pod rIMi DE11101 WAYU EIMELWE type than designated by the manufacturer. Manufactured diving epuiprnent smog be mataitad in - OCcordance with the manufactures' instructians and minimum dimensions, CMOs*=CTM AT raVr c 5.9.6 Minimum water surface area and depth shoo be provided for MOMfoctured diving equipment in accwdcm* with the minimum dimensions specified n Articles 5.10. stceol 5.9.10 A bbel(s) slap be permanently affixed to the diving board and shop itchrde but not be hinted to: • Manufacturer's Warne A address 7RY ♦. •oivi g board description and pool "I)pe' designation (Le. Type 1, M, in. IV. V) A 8 C 0 \ •Fulcrum setting specifications (if applicable)• Reference to the current year of the applicable ANSI/NSPI-5 Residential Mground Swimming pool Standard • Manufacturers gate use instructions CROSS ' ' 5.9.12 Marw1ocfure0 d^^g equpnenl shall be permanently installed- —� SECTOr AT FONT C�T0 ■MA12E >MMPE 5.9.!2.1 The tap surface of the diving board shoo be level from We to side. A nwAl IMTK lF)IG111 At0 OF➢d beflUdIMIS FOR Onw10 wARfl 90Y11ldE START rO M PAR A i 5.9.12.2 The top surface of the diving board from the leek end to the tip Mat be level 01 hove o upward s►er eoxln Mope of 5/8" per foot (16 mm• 305 mm) moxinMrm. Elevation difference Mal not exceed 6 COAPUMAtAYe rant A likes(152 mm) from the - r- end to the tip to the board There shall be no dam word slope MI A Inow C 0 towards the water. The slope ;shah tine memured using o level os Meevn in Figure N. 6.A- «=` 2'i_ (am) 2 9, (see FIGURE J) otvttn ttolTho LEWL 11• (MAX.) I 3 -11' MAX s t0 a rot nor (TTa r nun) 00 �uuewr tuns I Rue l sow GMMK a en ►�—M .+. se to - a C 3 114L,taEM as Ramat n�tE910111K Or DirsAIL BNksew WATER END ODECK END DIVING BOARD WAX. MINIMUM papL BOARD tE11G Wb1 AT POINT AT PONTAWAT�AO s1tD1 POIfTS 5.9.12.3 MWmum unobstructed head room from the tap of the manufactured diving esuipment shop be TYPE DBL'* HOW— A B C D A B C BC CD* manufacturer.diving n accordance with Table 1 unless greater dirnenaioms are cried fa by the 0 DIVING EQUIPMENT IS PROHIBITED TIMA N r FfN� AMW!�ALMA I 6'OB/6' a TO' -0' T-6'9'-Or '-9" 10'-0"12'-0" 0'-0 K-O' t'-6' T-or r-6' VARIES Minimum Heod Room ■ 6'08/6• a 2tr 1-0, -Or r-6'S'-W '-Sr IY-or IV-0" 2'- W-O" 1%-6' 7'-0• r-6• VAR[S Pod Type Above Diving Surfoce 1 12 feet 3.7 m W IV 09/6' A 26' -1 6'-er 5'-0' '-9' 12'- 157-0' 2'- W-0' 2'-0"r-6'V-0• YAM 11 12 feet 3.7 m IV 1W 0e/8' O 30" -or fF-6'5'-0' -W ts'-o /e'-0' V- 9'-0' 2'-6•Sr-W IW-6 VARIM III 13 /eat 4 m V 12' OB/6• a W s'-o"s'-0' '-9" ls'-t1'of-o' s'-o t►'-o' s'-err s'-o' IX-0,vAfatS IV 13 feet_4 m NOTES: V 14 ft t 4.3 m 1. see Appendix J for ivdhAdud Pod Type Minimum 0" Water EnveaFaa •2. Min henyth between points CO may vary based upon not« depth of point D and the slope between poi is C A 0. ••3. ABBREVIATIONS: OBL-Diving Gloom Length.OB-Dining 0o«a.P=A,rnp eaerdJHow-Msipht over Water 4 IMPORTANT. The wags of a Type 1 Pod, whan dernng the Mavimum Diving Water Envetape snort be plumb. A 5 Fi urs 5 drawings are not to scale. 606/608 STEEL CANTILEVER 5.10-3 T1fPICAt DESIGN Cdifll6AlAl1ON5: Nny tiny. sMtvelw R4erpsss and concrete cartaAructiaM oAdi JUW STAW Cm plate oonlbrm Ia. but not by 60PAd to. the tWiCd dtts-9 t:atAgarvtlotu Al In F"- 6 For at and at DIVI" goer s Flow a nnrx MUM com"Nu A OUK so ata tte _ .ou rtAse.t ASAtar TO�t)r DIVING EQUIPMENT 1 NOp ANNUAL r is ATtAatIN� aAt am�177- LAMisuar A1YATER AA 1 ��+-- room r tmt) 1 ' �r �K r ltr►)} a to samT�iyPti wo�nrg 1 : teaa.ro -�'�++' nttnw to re a hater l DEEP END SECTION THROUGH CENTERUNE °OAM pj"ftwslAe cc % OF MINIMUM WATER SURFACE SHAPE FIG. 1 11OM NG M TO SE '�,. w1sA•atato"� ' I.srtctatE SUM as rltc 1 7 AIRTIa tNS Mr13 AT 40-30 rT-426. j ��• 2 SECURE STftte TO STAND 18T* V-0 ta0 M FT ti,t MtTs AT WATER R a S�90AN0 To STNO wile (aarot as are rT tes) v 212-25 10 t�klrlt AT i 1 AA 1 1 • i'O 1 1 o r �? i� TYPICAL MINIMUM CROSS SECTION +.t/l'■t• a wam tau(1 IA) 6 sS s e r SIN Mtr,.,rrt p rw) ♦ AT POINT B FOR TYPE 1-V POOLS / , a TA•■,.t/r Warr ettatt amom w (:u/ 1 6 •tA,■a1,wr Aw ettstlt p tw) � / I s,/P tan s�taia p a) I T.t/r trot ua ar p u) cc MAW OWING Any RESM71AL I0(67-209-911) ♦ / -(1� I.tir■a-cmum taT CA ON:.uaa-Aral S(2u) ♦ / 2 d :./r taot taaaa CA aw VLAM(19A) ♦ / ,� a tA•te>a tsa Q 4s ate wwtn p u�l .t/r wAate an rAr p W 3 ♦ w tir a r teAot.t1m Nolataa tastp i•tA) t 1 w t/s s r TUT�a wtD CA NC w It sw) (4 1 1 T.ant PLOW e[tt ttautsts 1110m6t Aar 0 W ORAYAWS NOT TO SCALE 6 /��BOLT HOT[ 9) 1 a WV a t-4W RAT ataw CA a IN te PLA (a IA) LEGEND assay It. s/r sot an CA AM rUT®is u) AA � MISI/ltSfl MNMJl1 S1MOAf(D r w tan alas CA an PLAIN(0uv .t.yr s 1-t/r ID Iffm trot.CA arc PLAIN aatat s(Z TA) .&W a I-Jff rAat t7 aus neCatt a (s W Be _- - TWICAL Nk`IL L"m POOL Ar 9 I 1 .a A s r soon mam atsm(e tA) + � N.T/r A 1-1/row tt,ta URBAN(.FA) CC ........... CONCRETE VAT"PLUMB WALLS to r-o'Will- OEPTN ems% tw t'auto stINat APtoe eA as RAID 11 tA) 11' tw t/r a t-wr RAT mmum CA art:RAIN(N u1 DD a=� WAIN WALLS 10 7-0'ML OEPTN S/r a FIG. 2 tT. n ar-"m waQ(:u) OR FIBERGLASS REINialt�a G-xf A NO7E: s nw� 12 SONNIE 606��jyp�T�T (69-20�) Fipwo 6 shoos 1ww various combuction t)prs mast Mf9/NSP1 wdrgm rr standera. TM Croat Section at tw tor a t-t/r eatats MOAN w4m Is aw) paint A/&an elbow. Canpilarm=at Points C and 0 are witnBer. wMt Nn book reraitTtenI 0at the to tK s'-IN KA,women ys arc PLAIN(/W canotruct)an dwe not a Brood, on AN9/kSM standards to fit the candruclim type or Pod titTaivt as weotMety a0. slate r/r Lm CA art PLANS(4 mA t2'---� r../r tart WINO CA am MT®(4 Ia.) Z 2L of RAM set w(.w D ;f 1144 M dinsnebes WWIIux brysr then. 4p4per a— -te-der mien am AM UAW etsr the YMitern Well stoat »T/wlATi�Cow esveb/ek dbd 68 epp+ylN pmrie Otst WWM 5*1. &&Z Moil O.4.3 we art Refer to Fig. 1 SI fM pe" 3.r two O MM(turn dMy is leniMbileo•1rd nil/se seelee It snout. wyM. Or Near IepO amot es tpecaaar pvAbd III In felt. sleedid Jketp stan0 Diving pool Type Distance For Sell" Tole. Overhang 1/ox HOW wlh Board Front can of '" plus or Minus 3' of (loved sloop EMwI[S/F161S sles4 sod e4eb.. lsdra�r+�bord°a s!mw Atdrs ad sow From Motels Edge Above Water 0"no y Kama 00 be booed potpies to tMr*mm D'ions soft Envelope w drew M fli�rre 7. — — � S. _ fY/1 1IOw if the pet Is dmWAd/err on aft Dry ervtp.eat 1es" 20- FRONTIER fb 6; IN — — 22' 24" Zs-_ fD�f: f•7a.I11>l�e/ w 45' 24' 26 t WYIr iDiTpR t>1r11I! A' IV 39. 3300- 330: CD OLAS-MDE 6' V— 3:514' 40' 6• V 3:S' J6• � 40- B eater unn >w�1Ni MA oswx 10N Is VA m ONI r IN CoNiLiNCFMN 1MTH WIN. DtPTH AT POINT A (SEE FIG 5) - I FOR 1YpL POOL AND 00AR0 TO BE USED. IL kvv� NOTE: when coping is used do not set front bolt of J9 closer than 3' ham the bckgea SvA j e ed of Coping. I WMIATION I011RUGTtt . ` a HE SIRE CONCRETE OECK St1RROUNDI NG AW-NOR Jr. COIIPUES 181N WAWWI OIIIE 406 As smomo IN nG. I. 1. READ CAREFULLY pages A through E. including F45. in bock of monad. Extracted from ANSI/Nspt_.5 1095 A11ERICAN HAFIONAL STANDARD FOR RESIDENTIAL INGROUND SMMIC POOLS. y C 0 2. The 606/60d faun-boll jg Should be sat in accordance with the 1NSTALU11101 CHART ekes tltr tease ukea Om twit e.bed mul Fr h the two 'RED-o�wdml% Board must placed of closest lo 00 d" endd�Of pool On- This n CAUN k Before powin9 concrete around f9. clkeetk the bolt pattern of !4 to F'r4 2. 4 the It is possMe that they have become misdigned through ddppi►g and handling Itt•tsot �. use pumL) 4.a( D 3. M this ake ►• tress project Out of concrete 1-1/2- with ample concrete dsplh below jq. Rehr to Fig. 1 for minimum deck thickness, width and length. 4. tttisn fini.lrng deck surface. molttoln level deck titre jg bolls propel out so that the stand nukes uniform contact with deck swfoce. S. Before mounting stand; chisel mmy ony excess caaysle that rway here bull up Ar Pon At PMIgITED ' wound jig bolts and varmw the red and yellow bolt Caps. O i G H J K E g. place stand over jy bolts and seewe according to fig 2. Tighten ANCHOR here DIVING EQUIPEHT IS PROHI _ ^m'e "� "G"�'"G ii4 trtn«+ ts�kt.nrtg ON IlaunTlNc and ANC]IOit has nuta. 7. Bolt the Fulcrum pad to the Springs according to Fg. 3. >r-ter 7'-!' d 4'-et -a4 d -e-06. place springs err stand end secure eceording to Fig. 2. Tooten MOUNTING 9 %M GW/wOb STEEL CANIXEYER .AW STAND property SWAWed. select.dhretg board r-lr -t.1/II► r-lp -e -J - sire occrdirg to OISTALt ATION CHART. tnstaN diving board to shod oacordirq fe a'x r-tr -r r-n t -s t -2 t S- {; rug 2 and toghten HOUNING hex nuts. s. 4e Mrrisr we mbWmm exo+t rrre melee e.eterklsrtrrrr.p vl hdl(1/2)O i ne rs dp dew d Omer it drill a ev.Owi1. a eve.00 e1 �r an �� LIKITWvnn �� AT A Me O er a+w aptpmr.t a4e4reee KM A WNWI�T =i0 lM. A. Hllerre o"dipw rds' ter of Dry bsd(PWA A)is Irk am is erslfgos► l C 3 I .r�o r t • �� - • ' Q z �1 i zi bu w,t;i Flo Q g t a qCq 8 N a W s f sWitIgd[ !$$ Igh d6 H & rl o • • • p a � ,' � I' t 66 y �p• +� tj• � • � ,�, � ��a#sly R�d�F${ p9��1:�� :4 • t a~ � • • I t • ,HAYWARD AUTOMATIC • - PRESSURE STYLE CHLOROME FEEDERS FEATURES: • EASY-LOK COVER ASSEMBLY has thread-assist mechanism to provide dependable sealing plus conven- ient access for adding tablets or sticks. CHLORINE CHAMBER has extra large capacity.CL-100 series feeders hold up to 4.2 lbs. of Tri-Chlor tabs, while - the larger CL-200 series has a 9 lb. capacity to meet the requirements of all sizes and types of pools. Corrosion- proof, versatile design accommodates large or small slow-dissolve tablets or sticks. • DIAL REGULATING VALVE is easy to use and lets you control and adjust the rate of feed for your pool's variable requirements and chlorine demand. FEEDER TUBE provides controlled outlet flow of highly our IN concentrated chlorinated water plus serves as an auto air relief to expel entrapped air from the chlorine chamber. VERSATILITY for new or existing pools. Select either CL-200 DIRECT IN-LINE UNIT SHOWN direct in-line or off-line unit to make installation easy for your pool or spa system. t PUMP PUMP HEATER FILTER f HEATER FILTER �— I of fnaaued) TO POOL TURN (If installed) FROM FROM • POOL RETURN r' TO POOL f—OUTLET -I*--INLET CL-100 and CL-200 IN-LINE CL-110 and CL-220 OFF-LINE — FEEDERS are furnished with 11h" FEEDERS install next to filter sys- FPT threaded inlet and outlet.For tem and work on system pressure e® rigid PVC piping installations, 11/2" differential. Connects easily with socket flush union connectors are compression couplings for new or F available to provide a professional existing system. All necessary 3/8"HOLE installation that allows for future Optional connectors and tubing are fur- Saddle Clamp Assembly. service. Union Connectors nished with each feeder. For easy installation in system piping. New economical automatic chlorine t feeders sized to handle the sanitizing needs of most residential pools. They have 4.2 lbs. capacity and feature an, incremental dial control valve for accurate meteringlof feed rate. CAUTION: Hayward automatic chlorine feeders are designed to use only Trichloro-S-Triazinetrione tablets(or sticks)-slow dissolving type.Consult your pool dealer for complete information. CL-110 "' CL-100 HAYWARD POOL PRODUCTS,INC. -7 -✓ t O 900 Fairmount Avenue,Elizabeth,NJ 07207 ` California: I Canada: Belgium: Hayward Pool Products,Inc. Hayward Pool Products Canada Hayward S.A. ,Jt 2875 Pomona Boulevard 2880 Plymouth Drive Zoning de Jumet Pomona,CA 91768 Oakville,Ontario L6H 5R4 B6040 Jumet,Belgium 01988 Hayward Printed in U.S.A. t Cur Another elegant"Good Neighbor" The diamon fence style, the Victorian features a beautiful a j custom lattice topper. This-epro tides a scaped area', degree q f rivag tv inviting con- nice patio b 't versation with a friendly neighbor. a`Pyramid' N �"� �:._ 1 t' MEMMORT GATE ARaIM his"crown—shaped"gate s ve The Adirond tr itional and compli en t most look of man very e 0 nc'n ccenting popular wih t ull line of quality fence styles. gate hardware-is available to enhance III the gate's appearance and ensure Swimming P smooth operation. applications.. able when us,,. I. �eaar -us om '�' �,a ,! G• \.tee• 1 � i I i �I o, � � �° fie �oo�►��a�uu�a� a��ac�ruae� I Board of Building Regulations and Standards9 One Ashburton Place — Room 1301 I' 0 Boston , Massachusetts 0218 . I Home Improvement Contractor Registration I i Registration: 116666 Expiration: 07/05/2002 _07k Type: DBA • I HOME IMPROVEMENT CONTRACTOR Registration: 116666 SCHERER POOLS & HOME IMPROVEMENTS _ Expiration: 07/05/2002 WARREN SCHERER i Type: OBA 630 MARINER CIR COTUIT MA 02635 SCHERER POOLS & HOME IMPRO �ca,,,c o�i La/ VARREN SCHERER ADMINISTRATOR 630 MARINER CIR COTUIT MA 02635 OLD KING'S HIGHWAY HISTORIC DISTRICT Foundation TypeLlG . Siding Type Chimney Type Color JZAFip Roof MaterialCl- Color Pitch Windows Size S• , Trim Color W u M Doors S. Color'-' � I a • .. Shutters S. Gutters S• ri' ------------- Deck Garage Doors , S•t:_. Color �� . Grp► Notes: .Fill out completely, including measurements and materials/colors to'be:used. :- Three copies of this form are required for sukmittal of an application, along with three copies each �of .the plot plan, landscape plan and elevation ' plans, when applicable. *Plot plan need not be "Certified", but should show all structures an the lot• to scale. i Application to 93�c37 i9 B�P JE4�E�t�H • yO,�SPPtM`'S_ H ,i E� Old King's Highway Regional Historic District Committee in the Town of Barnstable for a CERTIFICATE OF APPROPRIATENESS Application is hereby made, id triplicate, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings or photographs accompanying this application for: CHECK CATEGORIES THAT APPLY: _ 1. Exterior Building Construction: New Building ❑ Addition ❑ Alteration Indicate t ype of building: ❑ House �'Garage ❑ Commercial ❑ Other t 2. Exterior Painting: ❑ 3. Signs or Billboards: ❑ New sign Existing sign Repainting existing sign 4. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Other (Please read other side for explanation and requirements). ; t: TYPE OR PRINT LEGIBLY A DATE I—oToLATi= :. ADDRESS OF PROPOSED WORK W• g6.tZuS'Ca MA CF�1-4:21 ASSESSORS MAP NO. OWNER lc.L`f-L.-A $oy(. Sb1 ASSESSORS LOTNO�. 2`�•• r HOME ADDRESS ___W VA DZI, TEL. NO. FULL NAMES AND ADDRESSES OF ABUTTING OWNERS. Include name of adjacent property owners across any public street or way. (Attach additional sheet if necessary). ��--1� 01�-1�I�1 S`bl I f�l S"C �..1 ti3bi�l-��fb:$l� 1•'IL . 34. , 44h c x) b1 �1� ,(4 HA10 sT. �1 Q.V-Ll4'f )Bt� Y(1 - Za l.HDYzt- - . ��►� ��w s'C AGENT OR CONTRACTOR Ale—(,W I — T 6,P 6•SS6K—• TEL. NO. 11� —,22-2Oe ADDRESS I52b tZ(- :;;2. DETAILED DESCRIPTION OF PROPOSED WORK: Give all particulars of work to be done (see No. 8, other side), including materials to be used, if specifications do not accompany plans. In the case of signs, give locations of existing signs and proposed ' locations of new signs. (Attach additional sheet, if necessary). Signed a 0 ner- ontra for-A Space below line for Committee use. Received by H.D.C. Date The Certificate is hereby ',, Time 1 By Approved IMPORTANT: If Certificate is approved, approval is subject to the 10 day appeal period provided in the Act. Disapproved ❑ I I I I •l• '' i I ! ' ' i, .f( jl'•1 III � '-- i 1 I � ,,` ..p, �y I I II I.n..�Ilhi �I II•I1111I. 'I!i. !I!�I !' ' _ ,.r.• I ! � 4 , � -i :� � � I� �I I - i �• El ME � ' Ill (i II ;ili ' I � • - - t i 1 I, �' i ', I ►I � I I ,I III .:L1 I I i 1 iI • Y� r ,! , 1� I I I i � _ I ! j�I I'! I Ills,!I I _—,_ Il ilil ! I I Il'II � � ! it i� ?��Ilii IiII I�ilil:ili I !'I � I, � 'I,I,I �, ! i'I !!II till I'';II'i'!,•'.I I I I13 j II Iljli�ij;i 1:!Ilaljl'I�Ll;ll ! III i! I _ I ,•I ; I I I I� , �I 1 II�I�;;;�I; II; !,ICI � •I ! I� ; I — _— —- I' ; II�I,'��.II`I!i:9f';�`I�I' 1 Pill ii ' --- _ --- I�1'llll l+•III •IJ 'I, LI,IyI• , rfj N Vf 'y Z - d J I� T -. c� I 'I ' I� i • ' ' _ � II`I ;I II lid, • 1 ��-- �� N!GKLJI BUILDING A RC H I -TECH A* S 5 0 C I AT E 5 A. W WE51' E!I, � STA5i° MA, architectural design !- i w ELF-\,A- IONS center place,unit 4,1550 route 28 ( 08)771-3900 0 centervllle,m;i 02632 (ax 775-1945 I-o'1 r41_ U 121 0� Izl ro� ---- I NM w r . li I -- ---� I c i of VL- u � z I •I A "�. � c �', P� �-pT''—• .61' I 'i�; pF 61_oI � 91_DI —3�.60 ' I• �;_ .... c ._ ` ° - � ,'—_— it ti. 1_ j` 4 p y �ti :� I> �•I i � I � c I I ' N I• 1 - r.r• I 71-01 I_ol 71_al to-ElI I o � � •�n� n�. rn I I, I N A I - • I u� s-F `� s£ a erg It y c" x 4 of 141_el 7I-ol I — - I D Nun bUll_DING �. . ARCHI-TECH A550CIATE5 WEST DkR8STA&.e., MA 18v architectural de-5lgn lam" r center place,.Unit 4,1550 route'28 (508)771-�9C0 eenrerv;!'a.ma •' 0?652, fax 775-1945 1 Z. OWN O- �,,-•---�,._.-.-y-.-?,;:s-__,_._.,..,.�_.._._.�,_,�-_ ._- :_..�� . .�._,•�,�,..�.� , .;�:r-�•_.�/-.' I ARNSTABLE, MASSACHUSETTS A=156 029 �� T GATE T•'n�l;,, 95 PERMIT NC. NQ 37383 APPLICANT 1 iirvy ?\1CiCUl a. C1 ti ADDRESS - t�. t:•I)� ♦ C . 0022INO.) (STR EE 7! b5 ICONT R'S CrCEr:SC: PERMIT 1, Build t1We 111nk (4) STORY s`11 ,le family dwelling NUMBER OF ' (TYPE OF IMPROVEMENT) No. b DWELLING UNITS ' (PROPOSED USE) AT (LOCATION) 35 Soft Shell Lane, West Barnstable ZONING ;( (NO.1 (STREET) DISTRICT_.;_ I (CROSS STREET) AND ` e I (CROSS STREET) I ' SUBDIVISION LOT LOT BLOCK SIZE ri:_,ry:•. BUILDING IS TO BE FT, WIDE BY i FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION 1 (TYPE) REMARKS: SeWa a 94-716 AREA OR .;,VOLUME 1904-:sa.x.ft. '(CUBIC/SQUARE FEET) 80 ESTIMATED COST ° ,000 PERMIT 'j172.00 , :.-. OWNER Nfrkulas Building ADDRESS P.O. Box S07- k'est Barnstable BUIL G BY ORFC! 7HE c:rAn TN•C::T Cr r'-'CL;C :V C'2::5. T != SSUANCE OF THIS PERMIT DOES NOT RELEASE THE AP PL!CA-1T r •�O .ANY APPLICABLE SUaDIVISiON RESTRICTiC;,;3. w _ -.. ._.._ INSPECTMINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR I. FOUNDATIONS OR FOOTINGS. NG MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALBLIATIONS.D 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MINAL INSPECTION TI TO LATHE FINAL INSPECTION HAS BEEN MADE. 3. FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET _ BUILDING ' PECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS � r l c 2 2 -3 H_:+l ING INSPEC?ION APPROVALS ELGINEERING DEPARTMENT o R 6A R b G i Lw �' ,, / CHIEF, � G9 SHAL! NOT P'OCEE UNTIL THE IN! j �ERN.I7 ":LL 9ECOME NULL AND VOID IF CONSTRUCTION Itd;perTIGNS r•:DICATED Oa THIS CA/ TG=HAS APPgOVED�V IODUS STAGES OF I M•ORI: ;S NC- STARTED WITHIN SI•'. MONTHS OF DATE THE ;.Ra.ANGED FORE O BY TEI PH NE C I PERN.I i :c ISSUED AS r;0"ED ABOVE. (;:�;IFI(=.TiON TOWN OF BARNSTABLE Permit No. .37383 BUILDING DEPARTMENT I s.ai7i l Cash TOWN OFFICE BUILDING.670• A '> o+~ HYANNIS.MASS.02601 Bond ................ CERTIFICATE OF USE AND OCCUPANCY o� 660 Issued to Nickulas Building Address P. O Box 507. West Barnstahle. MA USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. March 21, 95 .. .... .......... ..... . ...... 19................. ........ 9 ........ .+............ Bu ; ofT"�>o TOWN OF BARNSTABLE 37383 � Permit No. . BUILDING DEPARTMENT 1 ""n I TOWN OFFICE'BUILDING Cash ■YL n .6f 0• HYANNIS.MASS.02601 Bond ................ CERTIFICATE OF USE AND OCCUPANCY �� 660 dJ c' Issued to Nickulas Building Address P. 0. Box 507. West Barnstable. MA USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. March 21 95 ... ... ..... .... . .. ... .. ..... 19................. ........ Buildi g Inspector ; 1 a v ' � Wit''r!� rani�S r.♦�' d :T.r"U�:rj. two •� � ��' ` � .1 21 ►;fit, x1 5 b o g • ':` i ' _` ` •� a 0 1, 0 C .� � 7�:i�}Y:'•` P:��• Via';%,'. ►• U ?r � ?� :� �. � 0.p, •v 'V 1--7 'tr�� . a• mil` ti v v 7 .. U �N V.'.� .•`� _ '.6 i;:` 'r,: � � � •v N � E `,�' E .� Q v p -, J a �, l o iz r i f. �. �•, to N •. .-. : •C7 o Li � O � lam/•. ' ... � \i ^• ►• �'v � .J I� �"1 ; �r . � v • �a�. Yu. QO Qv O •� '•� ad •. L� Q o 0 � � i a a p ° �• � l: 1: o 3 0 •a o 30JS 'b •C o ° G v v V. v \ 0 77 40 o 0 0 -v ;y �. •G 'c � 'a V » V O p C O C J u. • .. li Q rJ to ti rr ^r u v v 41 c •� E :. I1 rl t; .._.,�..�-- •-o,.,r�w —r+,Yro., T— gas. TOW14 OF BARNSTABLE, MASSACHUSETTS BUILDING PERMIT aa156 029 NQ 37383 DATE Jamla.ry 19, 19 95 PERMIT NO. APPLICANT Lary Nickulas ADDRESS P•0• BOX 395, West Hyannisport 002265 (NO.) (STREET) (CONTR'S LICENSE) NUMBER OF PERMIT TO Build dwelling ( 2 ) STORY single family dwelling DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) 35 Soft Shell Lane, West Barnstable ZONING AT (LOCATION) DISTRICT— (NO.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION p (TYPE) REMARKS: Sewage #94-716 AREA OR VOLUME 1904 sq. ft. ESTIMATED COST s 80,000 PERMIT s172,00 (CUBIC/SQUARE FEET) OWNER Nickulas Building �Y ADDRESS P.O. BOX 507, West Barnstable BYIf ' ,p"'�ttic�9�:,kr'�•_'Lwti;,[y.c...`��wN+a tr?�"�,j �.�,�y., ,.y,. o"�'9 �,.:§ ,�t+�...,..Y—.,� t - '� �;,�.�,� .. '� TQ N OF BARNSTABLE, MASSACHUSETTS B U itN1od 'P. '- M I T a-156 029 � - I�4 �-�373�3�u 9 DATE January' 19. 19 95 PERMIT NO. APPCICANTr$Y Nickula8 ADDRESS P•O. Box 395, West Iiyannisport 002265 (NO.) (STREET) (CONTR'S LICENSE) PERMIT TO Build dwelling ( 2 ) STORY single family dwelling; NUMEDWEBLRNG UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) AT (LOCATION) 35 Soft Shell Lane, West Barnstable ZONING ` F )' DISTRICT (NO.) (STREET) BETWEEN. AND - (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: Sewage #94-716 AREA OR'VOLUME 1904 sQ. ft. ESTIMATED COST � 80,000 FEE $172.00,� (CUBIC/SQUARE FEET) i .OWNER Nickulas' Building , ADDRESS P.O. BOX•,507, west BarnstableBY � �~THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY OR _ PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- PROVED BY THE JURISDICTION. STREET OR ALLEY,GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL -APPROVED PLANS MUST BE RETAINED ON JOB AND THIS :WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: 'ELECTRICAL, PLUMBING AND I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MINAL INSPECTION TI TO BEFORE FINAL INSPECTION HAS; 3. FINAL INSPECTION BEFORE _- - ' OCCUPANCY. - POST THIS CARD'.-SO IT'..IS VISIBLE FROM` STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 1 2 BOARD OF HEALTH OTHER SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT W!L L BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPROVED THE VARIODUS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN CONSTRUCTION. I PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. � W me ao r � � _ Z � � TOWN 0 BARNSTABLE, MASSACHUSETTS tSUILL)INU PERWIFF A=15 6 029 DATE T:-il I I 1 ^ 9 95 PERMIT NC. NQ 37383 APPLICANT V i C kU IZ-; ADDRESS P.O. 00'�26c 0.1 (STREET' 'CC?,IP*S 0CENSE! Bui ,Ld dweilir!)... NUMBER OF ( 4 STORY e PERMIT (TYPE OF IMPROVEMENT) NO. Lainily dweiiii,6 DWELLING UNITS (PROPOSED USE) AT (LOCATION) 35 Soft Shell Lane, West Barnstable ZONING (NO.) (STREET) DISTRICT-- BETWEEN AND ICROSS STREET) (CROSS STREET) SUBDIVISION L07 LOT_19LOCK SIZE BUILDING IS TO BE -FT. WIDE By FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP -BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: Sewaie 1#94-716 AREA OR 3p; VOLUME 1904 sq. ft. 80,000 MIT $172.00 (CUBIC/SOUARE FEET) ESTIMATED COST PERMIT .... ' OWNER _jUckulas Building ADDRESS P.O. box507. West Barnstable EVIL By PIP, T!: S SVAN. C E OF• TXIS PERMIT DOES NOT RELEASE TXE AP-L!CANT T.,E CcNT-T!ClNE OF 4,NV AF=,;j-8LE ;;E5T;;;C7;C;,3. MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE IANSPECTIONS REQUIRED FOP PERMITS REOUtRED FOR c PLECTRI AL. PLUMBING AND ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL I*NSPECTION HAS BEEN CARE t. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. STRUCTURAL QUIRED.SLICH BUILDING 1 1 2 PRIOR TO COVERING SHALL NOT BE OCCUPIED UNTIL 11 EMSERS(READY TO LATH). FINAL INSPECTION HAS BEEN MADE. 1, F'INAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BU!LDING)VfPECTION APPF40VALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVt.'-S s, 2 2 2 9EAlING,INSPECTION APPROVALS ENGINEERING DEPARTMENT, 3/a el—e D) T H, I j;1I 1 1.F I ILI'\9 U Up L) I SOAHU 01 HLAC- WE.ST EB3ARNSTAr3L FIRE 1AEl;E& , }HAIL NO UNTIL THL INSPI C ERmIT '-!LL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CA' 'IOUUl ST,*, H.:S APPRQ)7VuDp�,�L7= WITHIN Sl,� MONTHS OF DATE THE. LRRANGED FOR BY TELEPH ! E WORK IS NOT STARTED (m PERMIT ;S ISSUED AS NOTED ABOVE. r.071FICATION Assessor's Office 1st floor MaD LIDt � .� Permit# Conservation Office 4th floor Date Issued fi Board of Health Ord floor 16 Engineering Dept. (Ord floor) House# �� ✓- Planning Dept. 1st floor/School Admin.Bldg.): ® ®� i RAMSTe" t Definitive Plan Approved b PlanningBoard Z 9 1639. ,. (Applications processed 8:30 9:30 a.m.& 1:00 2:00 p.m.) � r. �� C A` l TOWN OF BARNSTABL ��q ®�� `� Building Permit Application Proeect Strcet Address R -2 GtiJ Village 4j, Fire District Owner Address Telephone d ? C.- Permit Request: Zoning District Flood Plain `LG Water Protection v " Lot Sizc Grandfathered Zoning Board of Appeals Authorization Recorded Current Use Proppsed Use Construction T Eaistine Information Dwelling Type: Single Family Two family Multi-family Age of structure Basement type Historic House Finished Old Kings Highwav Unfinished 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 r �/c C-/` `J Telephone number 7 1!;, C. 2 Address License# .4a Ina Home Improvement Contractor# ( 2 G Gop Worker's Compensation # la, () , 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 Pro'ect Cost Fee SIGNATURE DATE BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) 7 BPERM T 119 �-7 ( FOR OFFICE USE ONFLY ADDRESS � 4 A lons-74- S1,sil,� OWNER DATE OF INSPECTION: 1 FOUNDATION FRAME ti INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: .,ROUGH`_ FINAL FINAL BUILDING: DATE CLOSED OUT: ASSOCIATE PLAN NO. ;i ' =� COMMONWEALTH (1 DEPARTMENT OF PUBLIC SAFETY v *' MASSA HUSETTSOF ONE ASHBORTON PLACE BOSTON,MA 02108 nen�OtE $+aoarra�t .::�t:hs+aettaS'teteBeli�.:°:�9 LICENSE * �elacauae for revocatlOn EXPIRATION DATE C O N S T R. SUPERVISOR 'p i>•'rlsllcense. CAUTION / 1996 FOR PROTECTION AGAINST RESTRICTIONS �I• (t- EFFECTIVE DATE LIC-NO. NONE 606/30/1993 002265 THEFT, PUT RIGHT PRINT NAPPROPRIATE B PLARRY D NICKULAS BOX ON LICENSE. SS 020-46-1140 c WEM HYANNISPORT PA 02 E BLASTING OPERATORS MUST INCLUDE PHOTO. 1`FIO TO(BLASTING OPR ONLY) (( NOT VALID UNTIL SIGNED BY LICENSEE AND OFFICIALLY HEIGHT: STAMPED-OR-SIGNATURE OF THE COMMISSIONER DOB: I+ 01 /18/1955 THIS DOCUMENT MUST!JE CARRIEDON THE PERSONOF SIGNATU OF LICENSEE i « SIGN NAME IN FULL ABOVE SIGNATURE LINE .. THE HOLDER WHEN EN• • OTHERS•RIGHT THUMB PRINT GAGED IN THISOCCUPATIfN. � COMMISSIONER I!_ % N, TEST HOLE -LOGS h ENGINEER: JAMES C. JODICE PARCEL 30 x0 WITNESS: JERRY DUNNINGr`� a LUCILLE B. MCCALLUM DATE: AUGUST 15, -1994 DEED BOOK 5174 r� i ,-' . �� v' PERC. RATE _ < 2 MIN/ INCH Locus N PAGE 218 ��" '�`36 �C� •' O Q ' e 0' EL. 35.0 0' EL. 35.2 O TOP ANDi TOP AND rn L SUBSOIL ' SUBSOIL N 1.5', EL. 33.5 11 \\ 2' --- - -� EL. 33.2 RACE LANE FINE i SAND i CLAY WITH LAYER LOCATION MAP (NOT TO SCALE) - J ,� w e• I EL 2s.o ASSESSORS MAP 156, PARCEL 29 �IBENCHMARK 0 =39 . 2j O�\ w w 1 ZONING DISTRICT: RF '!WOOD STAKE SET \ D� O 25 ,� 7' - - J EL. 28.2 SE-TBACKS: AT EL. 35.57 �J ��' ` QpFz �O �' �r I CLEAN WAOR FRONT = 30' SIDE = 15' -=---- AN h 35\ �s .i 0 ,�O I FINE FOUND REAR = 15' - - MAXIMUM BUILDING HEIGHT: 30' } -' ' r O �_____ J FLOOD ZONE C, PANEL 250001 0011 D g • I7' t PROP. 6'x6' 13' - EL. 22.0 !a PARCEL 34 I ^,<' oQ ; ' LEACH POF WAR JAMES F. ROBICHAUD ,c. :.Q�•: STONE FOUND ! DIANNE L. BARTER �►• �' -.:: 34 !k = DEED BOOK 7694 a PAGE 23 i ,�r o TH2 / NOTES: V) N PROP. WELL / ��v i / `•`` ` �� O � f h - 0 is 215' FROM / " I �A�o 33 oQ �� B3 - - 1. DATUM IS ASSUMED FROM SANDWICH QUAD. MAP. SEPTIC :)� l��lo�F�o�s ��Q�Q� , REs ,THii;,� ; - �\ 2. MUNICIPAL WATER IS NOT AVAILABLE. q, / pFp _ . 3. MINIMUM PIPE PITCH TO BE 1 j 8 PER FOOT.-sroNE WALL PERC. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H10. I 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. PROP. WELL ENVIRONMENTAL CODE TITLE V. PROP. 1000\\- 7. THIS PLAN FOR PROPOSED WORK ONLY AND NOT TO BE USED `-GALLON SEPTIC �,` FOR LOT LINE STAKING. TANK 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40- 4" PVC. 9. 10' REMOVAL OF ALL UNSUITABLE SOIL DOWN TO EL. 29.0 yfi IF ENCOUNTERED. yp SEPTIC PROFILE (NOT TO SCALE) �►�� LOT 2 T.O.F. AT EL. 34.5 BRING COVER TO WITHIN 45,660 S.F. r �1' OF FINISH GRADE BRING COVER TO WITHIN 1 .05 ACRES PROPOSED /-1' OF FINISH GRADE EL. 30.5T (EXIST. EL. 32.5) MINIMUM 1' OF COVER OVER PRECAST % (MST. EL 34.5) co - --- O- ��F 31.30__ LAY PIPE LEVEL �/jO 30.50 _ ! 1 X SLOPE (H10 D83) FOR FIRST 2' /--2" PEASTONE / 7S 1 I CFj�T N, �• 30.2�i � (Ho1°0°)PROPOSED 1000 _- C---- EL--. 3-0-- GALLON SEPTIC TANK (H10 °pO° L-- ----- I� 29.53 1 0pO 29_70_J nO 0 0 p v�. - -_ / ppOo° I 6'x6' �9j T PARCEL 28 2% SLOPE O n^ 000°o I LEACH PIT ppOo� DEPTH OF FLOW = 4' o °pO Cep JOHN P. OWEN TEE SIZES: / 29.09 J 000° I (H10) o000 000° oppO 000 '9 INLET DEPTH = 10" j MIN. 6" CRUSHED °pOo°o° ! oo DEED BOOK 7812 OUTLET DEPTH 19" t:"-__- o° �.__-___ 000 EL. 23.09 PAGE 20 STONE UNDER -- ----- --- D' Box --�'---- �y CLEAN WASHE STONE OWNERS ENGINEER TO CERTIFY SUITABLE SOIL �,p ANU NO GROUNDWATER TO ELEV. 19.09 o - 2-4541 , _____- L EAC L I N G fax 508 362-9880 FOUNDATION-- 14' ---- SEPTIC TANK ---- -- 27'-- --- - D' BOX --------- ----------_ 44 FACILITY i down cape engineering, Inc. KEY SEPTIC DESIGN: (NO GARBAGE DISPOSER ALLOWED) - ---- SITE AND SEWAGE PLAN CIVIL ENGINEERS EXIST. CONTOUR -- -- - - - DESIGN FLOW: 3 BEDROOMS (1 10 GPD) = 330 GPD 1 � PROP. CONTOUR -- --------•--•--•--•--•--•--•-- FOR PROPOSED DWELLING ON LOT 2 SOFTSHELL LANE IN: LAND SURVEYORS EXIST. ELEV. ............ 32•50 SEPTIC TANK_ 330 GPD (1 .5) = 495 GPD PROP. ELEV. ......•••••• 32� USE A 1000 GALLON SEPTIC TANK (WEST) BARNSTABLE MA 939 main s . yarmouth, ma PROP. WATER LINE - - -- w- W _LEACHING:_ PREPARED FOR: STONE WALL (�DC)OOOO SIDES: 12'Tr 6' (2.5) = 565.5 GPD BOTTOM: 3 53939. S.F. 113.1 GPD L_ARR_Y NICKULAS r TOTAL - 3 S.F. 678.6 GPD BOARD of aa.�trx USE H AN H 10 6'x6' PRECAST CONCRETE LEACHING PIT 30 - -_0 30 _ -- 60 90 Feet WITH 3' OF STONE ALL AROUND. --,- - - _ BARNS TABLE SCALE: 1"=so' DATE. A P. .�i DA E APPROVED DATE MA SEP. 12, 1994 t +