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0166 DEBBIES LANE
/ J� II��, �" #�� '. ' � � �� ' �, � , �� , a r �r I, ��' 1 y o .� �� i i�, .( �. i ,i, �� i �� - _ �� �� a TOWN OF�BARN$TABLE BUILDING PERMIT APPLICATION Map CM Parcel a� nnit �, Application,# R 1 tY- I t� �l3 Health Division ' ;'''"'` j i< Date Issued ' Conservation Division Application Fee _50�v Planning Dept. k,.R Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis 6L � Project Street IAddress -cc, L0.ylk- Village Owner , 61 c, 4-Pc�C n(k feu YJ5 DV) Address 1W 45 V\('40b5 mt,lb, 04 DOW Telephone J 03- q Permit Request w�-A Ui W 471 0, f cof MPWkktJ '50(A ' aMa LkSiv\A A SI M V vrld f 'WM ►moo .s, A0 E6vhwst Ma5b- 60.. a1..L�sag yfun -lylvg trs ,!4 crj( 6rAzJ1 tiro , Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District r Flood Plain Groundwater Overlay Project Valuation a QCJ00 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 XNo If yes, site plan review# Current Use ki�Au Proposed Use ao Ckkhe APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name &,V4(e5 A0, kcq cwaq Telephone Number AID-qa5_514) Address �owlk. 3a. 5�1�� (� License # C5_ ®koa5� Home Improvement Contractor# Email atnn��x1�I-Y��� l (G�t�gS o�nerQ�l�Co�►1 Worker's Compensation # yx.gsaI-O5 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO IC✓ovt� S nati Drem& MR- SIGNATURE DATE c�I�II FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER 4 _ DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE _ , 4 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL I GAS: ROUGH FINAL FINAL BUILDING �I� DATE CLOSED OUT ASSOCIATION PLAN NO. i I I R. S I ENERGY Clean Power.Brighi Saving,. Property Owner Consent Form Owner: �A-IA,bA YwAosad%3, Address:. � �� ()y 3aly LAOtf A ' Town: `''AAA-57.6#A MIL-L5 State: M Zip: Phone: Sb g l z 8• 03i 2 I hereby give permission to RGS Energy and their representatives to pull the required permits for a solar installation on my property. c Property n Date r ' 32 Taugwonk Spur.A 1.2,Stoni igton,CT 06378 I tel.860.535.3370 fax 413.6532225 RGSEnesg4.c:om Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Superviior LOSS icense:CS-101487 I Wk A REAU �` ""` ,�11-04-20,1 ,N4N>C � . x 0APBEALS iVt►HE iE rGARY A 14 81 TURNPIKE RO ssior€er111471�i1'113 ' assY,MA.vt1• sgT "`� ~" �'""" .��" cpp Yl.dS?0 k5 Rav Oa•i&266i i Office of Consumer Affairs dnd Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration I Registration: 162709 tY " rr 'F Type: Supplement Card Expiration: 4/6/2017 ALTERIS RENEWABLES INC. { GARY BEALS - 208 RACE ST SUITE 201 HOLYOKE, MA 01040 � Update Address and return card.Mark reason for change. sCA1 0 20M-05111 ❑ Address Ll Renewal L Employment Lost Card rice of Consumer Affairs&Business Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation Registration: 162709 Type: 10 Park Plaza-Suite 5170 Expiration: 4/6/2017, Supplement Card Boston,MA 02116 ALTERIS RENEWABLES INC.. RGS ENERGY GARY BEALS 208 RACE ST SUITE 201 HOLYOKE,MA 01040 Undersecretary _ i of without signature , REALGOO-01 DOYLETA ACORO" CERTIFICATE OF LIABILITY INSURANCE DAT1 6/2 DIYYYY) �—� vs/2o1 s THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Willis of Colorado,Inc. PHONE 877 945-7378 FAX c/o 26 Century Blvd -(A/C,No.Ext): ) I(A/C,No):(888)467-2378 P.O.Box 305191 E-MAIL ss:certificates@willis.Com Nashville,TN 37230$191 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:First Specialty Insurance Corporation 34916 INSURED INSURER B:Zurich American Insurance Company 116535 Al a R al Goods So,Inc. INSURER C:Endurance American Specialty Insurance Company 41718 dba Real Goods Solar,Inc. dba RGS Energy INSURER D 106 Route 32,Suite 10 INSURER E North Franklin,CT 06254 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR I TYPE OF INSURANCE NSD SUBR WVD POLICY NUMBER MMI D1YYYYPLICY MM/DDY/YYYYEXP LIMITS A I X I COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED L CLAIMS-MADE OCCUR IRG 2000528 03 01101/2016 1210112016 PREMISES(Ea occurrence)_ $ 50,000 MED EXP(Any one person) $ 0 " PERSONAL&ADV INJURY I$ 1,000,000 I GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ _ 2,000,000 POLICY'S ECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 I OTHER: I ITOTAL AGGREGATE 'I$ 5,000,000 AUTOMOBILE LIABILITY COMB NGLE LIMIT Ea accident) Is 1,000,000 ( dent) B � SCHEDULED ANY AUTO BAP 5852403-03 01/01/2016 12/01/2016 BODILYINJURY(Perperson) $ (� AUTOS I AUTOS BODILY INJURY(Per accident) $ LJ ALL OWNED HIREDAUTOS nI NON-OWNED PROPERI- PerraccdentDAMAGE -i$ H UMBRELLA LIAB X OCCUR EACH OCCURRENCE I$ 10,000,000 C X EXCESS LIAB CLAIMS-MADE EXC30000036400 01/01/2016 12/01/2016 AGGREGATE $ I DED I X I RETENTION$ 0 Aggregate $ 10,000,000 WORKERS COMPENSATION - - X PER I OTH- AND EMPLOYERS'LIABILITY - - - STATUTE ER B ANY PROPRIETOR/PARTNER/EXECUTIVE YIN WC5852405-03 01/01/2016 12/01/2016 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBEREXCLUDED? ❑ N/A (Mandatory in NH) - E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under - - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT •$ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) 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. AUTHORIZED REPRESENTATIVE IFor Evidence only ,t,w ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street . Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/lndividual): Alteris Renewables, Inc. dba RGS Energy Address: 106 Route 32, Suite 10 City/State/Zip: North Franklin, CT 06254 Phone#: (860)425-5282 - Are you an employer?Check the appropriate box: Type of project(required): 1. x❑ I am a employer with 320 4. ❑ I am a general contractor and I 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.t 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition workingfor me in an capacity. workers' comp.insurance. Y9. ❑Building addition [No workers'comp.insurance 5.-❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 1 LE]Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.0 Roof repairs insurance required.]t employees.[No workers' 13.❑x Other solar panels 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 their workers'camp.policy information. I am an employer that isproviding workers'compensation insurance for.my employees. Below.is the policy and job site information. Insurance Company Name: Zurich American Insurance Co. Policy#or Self-ins.Lic.#: WC5852405 Expiration Date: 01/01/2016 Job Site Address: 166 Debbies Lane City/State/Zip: Marstons Mills, MA 02648 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. do hereby certi and r th pains and penalties of perjury that the information provided above is true and correct. Si nature: Date: 0 Phone#: (860)425-5282 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: May 26, 2016 To: Code Enforcement Division From: James A. Marx, Jr. P.E. Re: Engineer Statement for Johnson Residence, 166 Debbies Ln., Marstons Mills, Jurisdiction: City of Barnstable Town, MA - Solar Roof Mount Installation I have verified the adequacy and structural integrity of the existing' Garage Roof I (one layer shingles) 2"x 10"rafters at 16"o..c.,with sloped distance 16'-0"with rafter horizontal span 13'-6",pitch 30 deg.; Main Roof 2 (one layer shingles) 2" x 8"rafters at 16"o.c., with sloped distance 15'-0 with horizontal span 13'4%pitch 30 deg.; for mounting of solar panels and their installation will satisfy the structural roof framing design-loading requirements of the Massachusetts building code—780 CMR Residential Code 8th Ed. For the installation of the solar mounting, the Unirac Solarmount rails will be anchored to the rafters with L-foot supports at 48"max. sp. having Ecofasten Green Fasten with CP- SQ Bracket and flashing located on the center of•the rafters that will be securely fastened to the rafters with 5/16"x 3 1/2" SS lag bolts. All attachments are staggered amongst the framing members. The mounting system is designed for wind speed criteria 110 mph Exp. B and ground snow criteria 30 psf. The Photovoltaic system and the mounting assemblies will comply with the applicable` sections of the Residential Code and loading requirements of roof-mounted collectors. Thereby, I endorse the solar panel installation and certify this design to be structurally adequate. Sincerely, or q`s5c U , DAMES A.iv!"RX,JR. U NO 36365 James A. Marx,Jr. Professional Engineer 8,°'""L MA 36365 ww� 10 High Mountain Road Ringwood,NJ 07456, cc:RGS Energy May 26,2016 To: Code Enforcement Division From: James A. Marx, Jr. P.E. Re: Engineer Statement for Johnson Residence, 166 Debbies Ln., Marston Mills, Jurisdiction: City of Barnstable Town, MA.. - Solar Roof Mount Installation I have verified the, adequacy and structural integrity of the existing Garage Roof 1 (one layer shingles) 2"x 10"rafters at 16"o.c.,with sloped distance 16'-0"with rafter horizontal span 13'-6",pitch 30 deg.; Main Roof 2 (one layer shingles) 2" x 8":rafters at 16"o.c., with sloped distance 15'-O':.with horizontal span 13'-0", pitch 30 deg.; for mounting of solar panels and their installation will satisfy the structural roof framing design-loading requirements of the Massachusetts building code—780 CMR Residential Code 8th Ed.V For the installation of the solar mounting,the Unirac Solarmount rails will be anchored to the rafters with L-foot supports at 48"max. sp. having Ecofasten Green Fasten with CP- SQ Bracket and flashing located on the center of the rafters that will be securely fastened to the rafters with 5/16"x 3 1/2" SS lag bolts. All attachments are staggered amongst the framing members. The mounting system is designed for wind speed criteria 110 mph Exp.B and ground snow criteria 30 psf. The Photovoltaic system and the mounting assemblies will comply with the applicable sections of the Residential Code and loading requirements of roof-mounted collectors. Thereby.. I endorse the solar panel installation and certify this design to be structurally adequate. Sincerely, ��N or n� JS C~ jAM S A.VARX. R. arr U v No.3o3u James A. Marx,Jr. A (�59/�',Al U1G ,6 Professional Engineer MA 36365 10 High Mountain Road Ringwood,NJ 07456 cc: RGS Energy f r` Sunmodule;/ PI us i SOLARWORLD SW280 MONOREALVALUE .tuv.co� TUV Power controlled: T(NRheinland =' Lowest measuring tolerance in industry ,�,• —^ '000002 Every component is tested to meet 3 times IEC requirements J i Designed to withstand heavy 111� ®I accumulations of snow and Ice J Sunmodule Plus Positive performancetoleranceLOJ I ®� a 25 Y ear�j 25 ear linearpe rformance war�ant Y and 10-year product warranty J � x Glass with anti-reflective coating . J World-class quality AFC(,a a„ Fully-automated production lines and seamless monitoring of the process and mate- rial ensure the quality that the company sets as its benchmark for its sites worldwide. .- SolarWorld Plus-Sorting Plus-Sorting guarantees highest system efficiency.SolarWorld only delivers modules , ...,`; C us that have greater than or equal to the nameplate rated power. UL 1703 25-year linear performance guarantee and extension of product warranty to 10 years SolarWorld guarantees a maximum performance digression of 0.7%p.a.in the course of 25 years,a significant added value compared to the two-phase warranties com- mon in the industry.In addition,SolarWorld is offering a product warranty,which has been extended to 10 years.* 'in accordance with the applicable SolarWorld Limited Warranty at purchase. www.solarworld.com/warranty solarworld.com - - MADE IN USA Of US AND IMPORTED PARTS i Sunmodule;-/ Plus SOLARWORLD SW280 MONO REALVALUE PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)* PERFORMANCE AT 800 W/M',NOCT,AM 1.5 Maximum power p 280 Wp Maximum power p 209.2 Wp Open circuit voltage Vo,. 39.5 V Open circuit voltage Vo, 36.1 V Maximum power point voltage V,,,P, 31.2 V Maximum powerpoint voltage .VIpp 28.5 V Short circuit current I„ 9.71 A Short circuit current J„ 7.85 A Maximum power point current J—P 9.07 A Maximum power point current l'-p 7.33 A Module efficiency �m 16.70% Minor reduction in efficiency under partial load conditions at 25`C at 200 W/m 100% (,./-2%)of the STC efficiency(1000 W/m2)is achieved. 'STC.1000 W/m�,2.5°C,AM 1.5 1)Measuring tolerance(P,,,,)traceable to TUV Rheinland:+/-2%(TUV Power Controlled). COMPONENT MATERIALS THERMAL CHARACTERISTICS Cells per module 60 NOCT 46`C Cell type Mono crystalline TC 1„ 0.04%J"C Cell dimensions 6.14 in x 6.14 in(156 mm x 156 mm) TCv�, -0.30%/`C Front Tempered glass(EN 12150) Frame Clear anodized aluminum Operating temperature -40'C to 85`C Weight 39.5 Ibs(17.9 kg) SYSTEM INTEGRATION PARAMETERS 1000 W/mz Maximum system voltage SC 11/NEC 1000 V 800 W/m' Maximum reverse current 16 A ( - Number of bypass diodes 3 I ! 113 psf downward a mm600 W/m' Design Loads' Two rail system 64 P P psf upward — — — Design Loads' Three rail system 170 psf downward „ I 400 W/m? 71 psf upward sf -- 200 — —' — Design Loads' Edge mounting 30 P downward W/m' O p upward 100 W/m' 'Please refer to the Sunmodule installation instructions for the details associated with. -- — -- these load cases. - Module voltage IV] Vor ADDITIONAL DATA Powersorting' -0 Wp/+5 Wp 1x4 37.44(951) '• 1-Box IP65 — Module leads PV wire per UL4703 with H4 connectors Module type(UL 7703) 1 1133(288) Glass Low iron tempered with ARC - 39.37(1000) 0.6 15.3 _ VERSION 2.5 FRAME Version Compatible with both"Top-Down" 2.5frame and"Bottom"mounting methods 65.94(1675) bottom N 4rGroundingLocations: mounting 4 corners of the frame holes 4locations along the length of the module in the extended flange' 9.34 34) x4 4.20(107)1- -1.22(31) r-^—39.41(1001) -I All units provided are imperial.Sl units wovided in parentheses. SolarWorld AG reserves the right to Make specification changes without notice. - SW-01-6006US 08-2014 t,43!.L hRuU�i0::4?ANY SolarMount Technical Datasheet Pub 110818-ltd V1.0 August 2011 SolarMount Module Connection Hardware..................................... """........................ 1 BottomUp Module Clip.................................................................................................1 MidClamp.........................................................................:..........................................2 EndClamp................................................................ ....... . .................:..........................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot............................................................................................ ..................::..........3 SolarMountBeams..............................................................:.....................•.............::.......4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C Washer- Bottom Up Clip material: One of the following extruded aluminum Bottom Nut (hidden..see, alloys: 6005-T5, 6105-T5,6061-T6 Up Clip note*r i Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear Anodized f Bottom Up Clip weight: --0.031 Ibs(14g) Beam •"golt Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents . Assemble with one'/4"-20 ASTM F593 bolt, one'/4"-20 ASTM F594 serrated flange nut,and one'/4'flat washer ` Use anti-seize and tighten to 10 ft-lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, Ibs(N) Ibs(N) FS. Ibs(N) m Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 �; ` . Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 X Sliding,Z± 66(292) 1 27(119) 1 2.44 41 (181) 0.619 Dimensions specified in inches unless noted a • A HILT,10 P OW"ANY SolarMount Mid Clamp Part No.302101C,302101D,302103C,302104D, 302105D,302106D � Mid clamp material: One of the following extruded aluminum erraPed� Bolt alloys: 6005-T5, 6105-T5, 6061-T6 Mid Fla e Nut Clamp Ultimate tensile: 38ksi,Yield: 35 ksi '� �+ -� Finish: Clear or Dark Anodized • Mid clamp weight: 0.050 Ibs(23g) -- Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to a } retain a module in the direction indicated Assemble mid clamp with one Unirac'/4"-20 T-bolt and one'/4"-20 t ASTM F594 serrated flange nut E' Use anti-seize and tighten to 10 ft-Ibs of torque Beam Resistance factors and safety factors are determined according to ;4 part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance ,001) ,Aa - Direction Ultimate Load Factor, Load Factor, _ Ibs(N) Ibs(N) FS Ibs(N) m Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 1 n---.-•- -,.- Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 A _ Sliding,X± 1194(5312) 1 490(2179) F 2.44 741 (3295) 0.620 ►X Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,302002D,302003C, ` 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 302009C,302009D,302610C,302011C,302012C End clamp material: One of the following extruded aluminum alloys:6005-T5, 6105-T5,6061-T6 Olt Ultimate tensile: 38ksi,Yield: 35 ksi Finish: Clear or Dark Anodized • End clamp weight: varies based on height: -0.058 Ibs(26g) End Clamp Allowable and design loads are valid when components are Serrated > �� assembled according to authorized UNIRAC documents Flange Nut Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated ` Assemble with one Unirac'/4%20 T-bolt and one'/4"-20 ASTM F594 Bea l serrated flange nut Use anti-seize and tighten to 10 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- Y party test results from an IAS accredited laboratory ° Modules must be installed at least 1.5 in from either end of a beam ►X Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Loads factor, Ibs(N) Ibs(N) FS Ibs(N) 4) WAILS y - Y,TM Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 ----�- Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 Dimensions specified-in-inch-6sZnless=noted UNIRAC TechnicalSOLARMouhrr . . . - - SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D • L-Foot material:One of the following extruded aluminum alloys:6005- w T5,6105-T5,6061-T6 • Ultimate tensile:38ksi,Yield:35 ksi • Finish: Clear or Dark Anodized • L-Foot weight:varies based on,height:-0.215 Ibs(98g) • Allowable and design loads are valid when components are Bea ( assembled with SolarMount series beams according to authorized Bolt UNIRAC documents L-Foot For the beam to L-Foot connection: •Assemble with one ASTM F593 W-16 hex head screw and one errated ASTM F594 Wserrated flange nut Flange Nu •Use anti-seize and tighten to 30 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test Y results from an IAS accredited laboratory 1 NOTE: Loads are given for the L-Foot to beam connection only; be X sure to check load limits for standoff,lag screw,or other t attachment method t 3 � Applied Load Average Safety Design Resistance x aork�a, Direction Ultimate Allowable Load Factor, Load Factor, Ibs(N) Ibs(N) FS Ibs(N) Sliding,Z± 1766 7856) 755(3356) 2.34 1141 (5077 0.646 9, ( ) Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893) 2.461 2004(8913) 0.615 Traverse,X± 486(2162) 213(949) 2.28 323(1436) 0.664 SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-6, 310168D 310208C, 310208C-B, 310240C, 310240C-B, 310240D, - 410144M,410168M,410204M, 410240M Properties Units SolarMount SolarMount HID Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 1.271 Total Cross Sectional Area in' 0.676 1.059 Section Modulus(X-Axis) in 0.353 0.898 Section Modulus(Y-Axis) in' 0.113 0.221 Moment of Inertia(X-Axis) in 0.464 1.450 Moment of Inertia(Y-Axis) in 0.044 •0.267 Radius of Gyration(X-Axis) in 0.289 1.170 Radius of Gyration(Y Axis) in 0.254 0.502 SLOT FOR T-BOLT OR 1.728 SLOT FOR T-BOLT OR V4" HEX HEAD SCREW 1/a"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP T 3.000 1.316 -7 IV ' SLOT FOR O 3/8" HEX BOLT SLOT FOR 1.385 3�" HEX BOLT .387 .750 1.207 y Y, 1.875 s .;►X t_p..X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted k GreenFastenTM PRODUCT GUIDE F GreenFasten GF-I Contents ie 1 Exploded ProductView—.Sec. I , v Installation Instructions Sec. 2 4t Bill of Materials Sec.3 i Cutsheets — Sec.4 Specifications --Sec.5 ' } Lag Bolt Pull-Out Values — Sec. 6 LeakTest— Sec. 7 t 4 t v • I I t � a c t I . EcoFasten Solar `Committed to the Support of Renewable:Energy 1 I . o- i i 10 M9 IL as y �".�, !' ,w ;,.P.'✓`r�#-. ' x v �;t`y"„'�� a: ro, df'-�p*� g ,�'..vw '°'1g� i ' ' '� .�`G g��r ✓'`7"w �*� t_* ,z q + v,'� .w* �� �.'k*' ::* yi�`� Y'xs^+ ""a'-cr�_�.�R't Y������`'a'�"�, '+�'.�v ra �r i � .r�"`a-�-.. ^'�•�afj �' '�,�- '"� r. -+rr- t� �� '+ 4x".p� .�"�, 'Yd,•yc* "' ' vet'�� '4in +„�,h� c `�. 'arc 2' w ..�ay.".... �'J���t�- � -3``»�� +dL. .3��d' { ,,,✓ ':fi^�'' � a�„ y#tw�'�{v""v.: AY �4= ""�R ,..•F S�'L: ay- �i�"' ?`r= C".w v. ..,,'r A` �'�-,N �� � 4i; ' � t• ;3'sTr> • I k'{ ' ry y it ���� j=•� 111 GREENFASTEN`' PRODUCT GUIDE — GF—I . n1 GFI—L812 n' t 4 l t �i J 8.000± .005 R.38 032 4j 0.88±.01 a, 0.30±.01 . 0 12.00= .125 > t f 4.00 ±.125 — i .26±.01co +— 7" c° Q; Finish Options .y BLK= Matte Black ' o BRZ= Medium Bronze a 0.xq F MLL= Mill Finish Ecofasten$olar`.5'All content protected under copyright.All rights reserved. 02116111 }: I1 Sec.4-2 a 1 ��f J,�" 't'� - t GREENFASTEN"' PRODUCT GUIDE - GF-I Bracket Options - CP=SQ " r 1 f {H ° : .3.75±.008 2.000-.025 -92 a J f k 4f 1p e - C tt� 4 a 2.000±.025 —�—. e „ygg lrt J ON 0.377±.010 THRU t .875-L.010 X 82° NEAR SIDE r Compression Plate 2" X 2" Mill Aluminum r ( EcoFasfen Solaro All content protected under copyright All rights reserved 02116111 5ee.4-4 fi5 �'T 'ram x CP GREENFASTEN"' PRODUCT GUIDE — GF-I Specifications �,a . a 4 '^, PART I —GENERAL 1.3 SUBMITTAL B. Fasteners (may be supplied by others)to be I" A. Submit manufacturer's written specifications. compatible with chosen roof application and 1.1 SUMMARY B. Submit standard product cut sheets. meet specified pull out values as shown in load ( INCLUDES WO RK ORK INCLS test data. C. Submit installation instructions. : j 1. GreenFasten solar attachment bracket that D. Submit product specific load test data,showing C. -Base flashing is.032 gauge aluminum embossed #, attaches directly to the r oof deck, ultimate and allowable load values. to accept EPDM bushing. 2. Provide appropriate bracket and fasteners for the roof system. 'D. Bushing is EPDM. 1.4. QUALITY ASSURANCE p B. RELATED SECTIONS Installer to be experienced in the installation of E. Stainless steel bonded washer is 302 stainless 1.Section 07600:Flashing and Sheet Metal specified roofing material and snowguards for no less and EPDM. 2.Section 07500:Roofing than 5 years in the area of the project. I ' 3.Division I:Administrative and procedural 2.3 FINISH:—Mill Finish ttJ w requirements 1.5 DELIVERY/STORAGE/HANDLING q A. Bracket is mill finish aluminum . , t h1 i1fl ` 4.Division and Moisture Protection Inspect material upon delivery.Notify manufacturer 1 B Base flashing choose one I { 1 e within 24 hours of any missing or defective items.Keep g ( ) . 1.2 SYSTEM DESCRIPTION material dry,covered,and off the ground until installed. I.Mill Finish. A. COMPONENTS: 1. GreenFasten system consists of aluminum 2.Black-kyna.r painted y PART 2- PRODUCTS t" t tx ° flashing with integral EPDM bushing and one 3.Dark Bronze-kynar painted �lr�t ,!1' bonded stainless steel and EPDM washer. 2.j MANUFACTURER 2. Fasteners A.To be of metal compatible with aluminum EcoFasten Solar PART 3 - EXECUTION f f'st'r 1, GreenFasten.components. 289 Harrel St.Morrisville,VF.05661 ,$r r`r F . B.Fasteners should be selected for (877) 859-3947 3.1 EXAMINATION www.ecofastensolar.com. A. Substrate:Inspect structure on which brackets compatibility with the roof deck. are to be installed;and verify that it will withstand C.Fastener strength should exceed or be equal 2 2- MATERIALS any additional loading that it may incurred.Notify c `4 g to that of the allowable load of the system. A. Attachment Bracket General Contractor of any deficiencies before See test data at www.ecofastensolar.com 6000 Series Aluminum(choose one) installing EcoFasten Solar brackets. 3. Sealant(if required by roof manufacturer): B. Verify that roofing material has been installed t° C to be roof manufacturer approved. I. F-III correct) prior to installingsolar attachment brackets. 4. Aluminum attachment bracket 2. L-101-3" y 3. L-IO2-3" 3.2 INSTALLATION °r, B. DESIGN REQUIREMENTS: 4. CP-R A. Comply with architectural drawings and I. Bracket spacing to be recommended by 5. CP-SQ project engineer's recommendations for location r project engineer: 6. SL-102-6" �_ of system.Comply with Manufacturer's written cn 2. Install a minimum of one fastener assembly. 7. Z-10 1installation instructions for installation and layout. 3. It is important to design new structures or 8. Custom { N assess existing structures to make sure that they can withstand retained loads. E, Ae N { o ,..._. �' LIJ +� f t r�EcoFosten Soln a All content protected under copyright All rights reserved. 02/16/11 Sec.S-I GREENFASTENT'" PRODUCT GUIDE — GF-I American Wood Council.Lag Bolt Pull-Out Values A, 1 I Lag pull-out (withdrawal) capacities (Ibs) in typical'roof lumber (ASD) #/' Lag screw specifications Specific N xt II I°« 5116"shaft* =t tr�ft frys lI Gravity iy 1 ; i iN I ,tip,t per inch thread depth Q, Douglas Fir,Larch 50 266 Douglas Fir,South 46 235 Engelmann Spruce,lodgepole Pine .46 235 (MSR 1650 f&higher) Hem,Fir,Redwod (close grain) 43 212 Hem,Fir(North) .46 235 Southern Pine .55 - 307 Thread _ v Depth F t• ,;'Yg Spruce,Pine,Fir .42 205 ! ,, s: F Spruce,Pine,Fir .50 266 A . i, (E of 2 million PSI and higher #° x` IPgrades of MSR and MEL) In c? r g e, "s N F u_ O i „j t • '^ f ©EcoFasten Solaro Ail content protected under copyright All rights reserved. 02/16111 SeC.fr I .� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION -.Map r, 2� Parcel ��2 Permit# Health Division '—�� �� � ' ��� 'Date Issued 2) Conservation Division 12 /S)a E Fee Tax Collector r' 0��11 t^ f-, Application Fee U Treasurer Planning Dept. Checked in By Date Definitive Plan Approved by Planning Board Approved By Historic-OKH AJ Preservation/Hyannis r Project Street Address l Gz�o �� c 1..(��► Village ��Qt S'� S /"��`�s lc,. Owner C-X k—:ZNfY--,s 6 N Address Telephone Permit Request (� Square feet: 1 st floor: existing proposed 2nd floor: existing _77 f' proposed �C _ Total new (Valuation oning District S Flood Plain Groundwater Overlay Construction Type Lot Size 2LSz ck>z3 �± Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. g Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure 'Z_c) 1-rs .Historic House: ❑Yes ❑No On Old King's Highway' ❑Yeses ❑ No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) CDrn Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing 7 new f First Floor Room Count Heat Type an7es' I El Gas ❑Oil Electric &Other -- � Central Air: ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:a4sting ❑new size Z,� 'K'-�&Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed: existing ❑new size 2W. IZ Other: Zoning Board of Appeals Authho ization ❑ Appeal# Recorded❑ Commercial ❑Yes 344o If P es, site Ian review# Y Current Use Proposed Use BUILDER INFORMATION U d- 3 3 Name &NIB'S Telephone Number Address License# 2AD Home Improvement Contractor# l00 Z Worker's Compen tas ions# 1 00M} Z l ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WI L BE TAKEN TO 1A SIGNATURE r DATE r _ FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESSY VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL- PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ' DATE CLOSED OUT f ASSOCIATION PLAN NO. 0 ' Department of lyidastriai Accidents Office.of Investigations' • . a 600 Washington Street ; Boston,MA 02111' .•� www.mass.gov/dia Workers' Compensation Insurance Affidavit: PuilderslCont>ractors/Electrieians/Plu�lbers APRUcant Infforniation Please Print Legibly Name (Business/Organization/lndividual): `�i"� ��a1� �`r �% ^�-• Address• City/State/Zip: ���- Pbone#: r." A Are y an employer? Check the appropriate boa:. Type of project(required):• 1. Z am a employer with t 2 •' 4. ❑ I am a general contractor and I ' 6. ❑New construction employees(fall'and/or part-time).* have hired the sub-contractors listed on the attached sheet $ �� ❑ Remodeling 2.[] I am a sole proprietor or partner- • ship and have no employees These sub-contractors have 8. D ' olition working for me in any'capacity. workers' comp.insurance. g B��g addition (No workers' comp,insurance 5. ❑ We,are a corporation and its 10.❑Electrical repairs or.additions required.] officers have exercised their 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself;[No workers comp. a 152,§1(4), and we have no 12.❑ Roof repairs insurance required-]t employees.[No workers" 13.❑ Other . comp.insurance required.] *Any applicant that checks box#i 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 iadicatting such. tContractots that checkthis.box.must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance.Company Name: Cr- Policy#or Self-ins.Lie,#: �-' N � �� � �` Expiration Date: ('L Job site Address: 'F'�"�D`i �� '� City/State/Zip: /�11 �°`�� t" `i 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 lead to the imposition of criminalpenalties of a fine u' to$.1AN-00 and/or one-year imprisomnent, as well as,civil penalties in the form of a STOP'WORS ORDER and a fine of .p 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 DI.A for insurance coverage verification. I do hereby certify under the Pains and penalties of perjury that the information provided above is true and correct. Signature: C Date: /r 7^ 5 Phone Official use only. Do not write in this area,to be completed by city,or town official, City or Town: PermitUcense# Issuing Authority(circle one): 1.Board of Health L.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions ,v Massaghusetts General Laws chapter 152 requires all employers to provide workers compensation for their employees. ' Pursuant. to this statute, an employee is defined as"...every person in the service of another under any contract o€hire, express or implied,oral or written" . « , association,eurporation or other legal entity,or any two or more An e�+P Y to er is defined a�:m inc O.11a112M_ ersbV of the foregoing engaged in a joint enterprise, and inducing the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. Iiow+ er:tl�e receiver r r dwelling hous use having not more than three apartments and who resides therein,or,the occupant of the ownprdwelling house of another who employs persons to do maintenance,construction or repair woikvu such dwelling house or on the grounds orbunldmng appurtenant thereto shall not because of such employmentbe deemed to be an employer." nce MGL chapter 152, §25C(6)also states that"every state or local construct buildings g agencys the•commonwall withhold tealth four any r . Trenewal of a license or permit to operate a business or to c applicant who has not produced acceptable evidence-of compliance with the insurance coverage required." "Neither the commonwealth nor any of its'political subdivisions shall Additionally,MGL chtrpter 152, §25C(�states enter into any contract for the performance of public work until acc pta In evidence of compliance with the insurance 2equizements ofthms chapter have been presented to the contracting ty Applicants Please fill out .the workers' compensation affidavit completely,by checking the�booxe�t aapplytheir �c r f situation and,if necessary,su1nP1Y sub-contractors)name(s), address(es)and phone numb () g insurance. Limited Liability Companies(I.LC)or Limited Liability Partnerships(L•LP)with no employees other than the members or partners; are not required to carry workers'�ca mp�a ion.insurance. If an LLbe submitted to the Department for LLP oIndustnes eal ' employees, a policy is required. l§e advised that this Y r confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should Accidents fo be returned the�nty or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any question pensat<onpolicy,please call the Department at the number regazdmeg below�ySelf-insured companies should eou axe required to obtain a nter their., com self-insurance license number on the appropriate line. City or Town Officials . Please be sure that the affidavit is complete and printed legibly. The Department has providedou re ardin space atthe aPPl cant of the affidavit for yqu to fill out in the event the Office of Investigations has to contact y g g Please be sure'to fill in the permit/license number which will be used as a reference number. In addition, an applicant multiple permit/license applications in any given year,need only submit one affidavit indicating current that mast submit sary)and under"Job Site Address"'the applicant should write"all locations in ' (city or policy information(if town)• "A copy of the,affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that•a valid a0davit is-en file for;future permits•or'l;ceases..Anew affidavit antst be filled out-each year,Where a home owner or citizen is obtaining a license or permit noutured to co a i�u�s affidaviess or t venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT req complete The Office of Investigations would 1&e to thank you in advance for your cogperation and should you have any questions, please do nothesitate to give us a call. The Department's address,telephone and.fax number: The Commonwealth of Massachusetts . Department of Industrial.Accidents Office of jnVestigations .600•Washington street. . Boston,MA 02111.• Tel.#617-727-4900 ext 406 or•1477-MASSAFE Fax#617-727�.7749 Revised 5-26.05 www.mass.gov/ddia i `pFtHFTp The Town of Barnstable . . nrP pw . BARN ABLE. Department of Health Safety and Environmental Services y MASS. 0 �A 2 9. �0 TFDMPyp Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: �i065on Map/Parcel: C9a7 1 a-(o Project Address: Lr\ Builder: F-C-�V, -' Evec(K3 The following items were noted on reviewing: I a� a+ A �c)4 rol.tndcc�-,oA 5iS cc e « aH� S CLLt ZE Vy' LE�'r ►'��ssH�e �2hIGs Reviewed by: Date: ITd m � ; � 1 E ti L LL w LLLD c-- U LO L 1 w r — _ Board of Building Regulations and Standards One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement Contractor Registration Registration: 100892 Type: Private Corporation 5 Expiration: 6/24/2006 FRANK EVANS COMPANY INC Francis Evans 94 RESEVIOR PARK DR ROCKLAND, MA 02370 ; s ; Update Address and return card.Mark reason for change. ❑ Address D.Renewal Employment Lost Card �lze Too2rvrrcovu�real� a��,craaczclucaelta ,, Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 100892 Board of Building Regulations and Standards Expiration: 6/24/2006 One Ashburton Place Rm 1301 Boston,Ma.02108 Type: Private Corporation FRANK EVANS COMPANY INC ` Francis Evans 94 RESEVIOR PARK DR ROCKLAND,MA 02370 Administrator Not valid without signature �' .; ° ✓lze -�aa�rreaz.�.ealC! a�✓�,aauuliuoe�a,, . BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 037273 Birthdate: 03/09/1953 Expires:03/09/2006 Tr.no: 17192 Restricted: 00 FRANCIS J EVANS 94 RESERVOIR PARK DR , ROCKLAND. MA 02370. Acting C mis oner + D CERTIFICATE OF LIAUILI I Y 1NbUKA1Mk-,c 6RA8iK-9 07/13/05 PRODUCER, THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ° ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE ftobl in Insurance Agency, Inc. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 144 Gould Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Neadhm MA 02494 thone; 781-455-0700 Fax!181-449-8976 INSURERS AFFORDING COVERAGE NAIC# INSURED INSi URERA Acadia insurance Company 31325 uvSUREPS Guard Insurances 2ro j i____�____.P Frank Vain$ Co nC. , INSURER C: asd /Darr}ynn Evans �.. 9W �trYbCfrVOlr �A k Drive INSURERU. �T I Roe and MA 023�0 INSURER E COVERAGE$ THE POLICIES OF INSUiWVCE LISTED BELOW HAVE BEEN iSSUED TO THE INSURED NAN4EO ABOVF.sOR'THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERM OR COHDIT0:N OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH'!hl$CEATIFiCAIE MAY BE ISSUED OR MAY PERTAIN,THE IriSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.EXCLUSIONS AND CONDITIONS OF SUCH P!0.04FS Ar•C•REGATE LIMITS SHOWN MAY HAVE REE.N REDUCED BY PAgn e%A4-; p q� LTR T1PE OF IPaBURANCE POLICY NLdNOER FOLDATE(E GATE(MMUCDA LDS tdEH1ERULABlLITY EACM000URRERCE IsI0000DO A COMMERCIAL GENERAL LIABILITY CPAD1SiSS410 05/29/05 05/01/06 PREWS£S(Ea oocuamo t250000__ CLAIMS MADE XQ OCCUR NED EXP(Any are W64n) ts000 _ PERSONAL&AOV INJURY js1000D00 I ! GENERA:AGGREGATE 1s2000000 GENt AGGREGATE LWIITpTAPPLIES PER I PRODUCTS•COMPIOP AGG1112000000 r POLICY2£CT F—tLOC AUTOMIoaAELaABIIrrY I COWINEOSSELIMIT t 2000000 A ANY AUTO TMMO IS185SID I O5/29/05 I 0S/01/06 ���_�"i° ALL OWNED AUTOS ` u BODILY INJURY' I`SCNEDUI (Par parson) t X .ED AUTOS . �{ HIREOAUTOS BODILY INJURY t �( NWIOWNED AUTOS (Per awed) ` I PROPERTY DAMAGE (ParaceWeM) at [URAGG LIABILITY f AUTO ONLY•EA ACCIDENT 4 �_ ANY AUTO i OTHER TNrN. EA ACC II AUTO ONLY: �"a t EXCISSAAMELLALIAKITY EACH OCCURRENCE t 20a000a A X OCCUR CLAIMS MADE CUAOIS185610 05/29/05 05/01/06 1 AGGREGATE t 2000000 DEDUCTIBLE t X RETENTION t 0 t WORKSIS COMPENSATION AND TORY LIMNS ER EMPLOYERS,LINELITY BINDER Oslo)/og oS/01/06 E L.EAGiACCIDENT t Sa0000 ANY PROPRfETORIPARTNERAE:.ECUtIVE �- OFFICEWMFMKA EXCLUDED9 E L.DISEASE•EA EMPLOYEE t 50 0000If ye�s,deeenbi uWw E.;.DISEASE•POLICY LIMIT t S00000 a'ECIAL PROWWNs bdM OTHER a LOCATION 1 V HILL !IRCL06160 ZBED BY SODORSFINNTr SPECIAL MOVISIONS 2004 Audi A4 Vin WAAVLC68L14A035361 CERTIFWATE MOLDER CANCELLATION_ VWCRD.h SHOULD ANY OF THE ABOVE DESCRIBED POUVES BE CANCELLED WON THE 6011RATION 3 DATE THEREOF,THE ISSUING INSURER WALL ENDEAVOR TO MA 10_DAYS WwrTEN NOTICE TO THE CFiRTIFICATE HOLDER NAMED TO THE LEFT,SLR FAILURE TO 00 SO SHALL Wi:cp=IT LUS INN LTD. VAPOSE NO OBLIGATION OR LIABILITY OF ANY KN O UPON THE 4NSUPAK ITS AG"OR - • seoonaeurerlvrc Town of Barnstable Regulatory Services Thomas F.Geller,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IM[pROVEMENT 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. f Type,of Work: `^�1 � EStimatedCost "S " �0 Address of Work: � c�- S `—ft `3 � i%�( 0 2 Owner's Name: c Date of Application: l Z'Z- c)S� I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law []Job Under$1,000 C]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 I hereby apply for a permit as the agent of the owner: �►NQ I— i OO Ct 2— Date Contractor Name Registration No. OR Date Owner's Name Q:forms:homeaffidav .r, Town of Barnstable Regulatory Services Thomas F.Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.towvn.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-623 0 Property Ovcmer Must Complete and Sign This Section If Using A Builder I, as Owner of the subject property hereby authorize act on my behalf; in all matters relative to work authorized by this building permit application for: Address of Job) Signature of Owner Date Print Name Q.p0RMS:0WNMUERMMS10N LOT �9 — ,589?4'19"W 207.34' t � SHED W `• 115E- _ LOT 100 DECK � 'KX a _ 06, DEBBI E-1 S 44. LANE IN V LOT 1®1 �' RES ZONE, "RF" This MORTGAGE .INSPECTION Plan is For FLOOD ZONE.' "C" Bank Use Only TOWN: MA)U1(2JYS_ -------- REGISTRY OWNER: Z4- 'PLC �_t��ATB 'IfLA._�0_ta'N 'Q1Y--- DEED REF: _,§ ---- --BUYER: _RL�l1Vg _—_-------- _ -- DATE: 21,61J2'_ PLAN REF: _Z72 -------'-,_SCALE:— SCALE:1 =, 30 _FT. I HEREBY CERTIFY TO Fes°- FEDj, A!' s�L LQ6t1�.1ie� �'� _ROCURSTRR ITS SUCCESSORS tDGoR aS;i1_q RTZA�ATHAT THE BUILDING ���tH OF a�R� � YANKEE SURVEY SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS o'� P��' roNCFI1.T4NIT.q r TOWN OF BARNSTABLE BUILDING DEPARTMENT TOWN OFFICE BUILDING NAAL °q �� HYANNIS, MASS. 02601 �o rev►• MEMO TO: Town Clerk FROM: Building Department DATE: An Occupancy Permit has been issued for the building authorized by BuildingPermit $k..... � .� . ........................... ................................_............................................. issued to 4. f 1?� ............J/ ��r!1 jr Y ^r.0 ?? :.... ;/�1.....`.... ..........._................... ..» ..... _. . _... �.. Please release the performance bond. cftNE,b` TOWN OF BARNSTABLE Permit No. ..29567....... BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash ... 1659.►� HYANNIS,MASS.02601 Bond ..... 0 . l . CERTIFICATE OF USE AND OCCUPANCY Issued to Barnstable Holding Co,, Inc. Address Lot #100, 166 Debbies Ltme Marstons Mills, Massachusetts 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. Building-,Inspector F i 4!` c q r �.a'g4',��Y•CS°'ybv�'�' 'Z'`"'''�:-)Yc..'�a" � 'I a 4.�•h� K Y TOWN OF fBARNSTABLE, MASSACHUSETTS mt N A-027-126 JOB ' WEATHER 'CARD .ice'�•,yI' =s' yf;.«.k' Julio )�'k � �8 PERMIT R ��ulCY��P s yca DATE 1 �� E MIT NO. r" ((]] / ? �� 0 V APPLICANT �WIY�_T ADDRESS ! }� y (NO.) (STREET) - -{, (CONTR'S LICENSE) Build t.Yw,.-1 Li-n � :�ilY� Zss' Li'mil tj4J::_7 I?.ii:NUMBER OF t `PERMIT TO (=} STORY DOWELLING UNiITS' 41 (.TYPE OF IMPROVEMENT) NO. (PROPOSED USE) `1a 11- ZONING 11r kt AT (LOCATION) `} 10-1UU 1bU c 1ebl)ie .'.ruu t !n:„iCnA£i > 'y DISTRICT 3 1N0.) (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' -s USE GROUP, BASEMENT WALLS'OR FOUNDATION T'Y P E) REMARKSS t'1J3�;t: i'.�8�Y-t 61. NO VOLUMEr r t 768 ft.' / i V�'� PERMIT ESTIMATED COST $ > FEE: '�' ' •'t,. 'c _ (CUBIC/SQUARE FEET) ` OWNER . il'T1uilDl :ADDRESS: yn � 19 jdBUILDING DEPT.Auo. H 'oy :`laidt;t Kima , I A9 e 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 lk�'. FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS k O.F ANY APPLICABLE SUBDIVISION RESTRICTIONS. r ;MINIMUM OF THREE CALL: . APPROVED PLANS MUST BE RETAINED ON JOB AND'THIS WHERE APPLICABLE SEPARATE l INSPECTIONS REQUIRED FOR'. PERMITS ARE REQUIRED FOR CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN ELECTRICAL, PLUMBING AND o- .Fl_?FOUNDATIONS OR FOOTINGS.- MADE'.' WHERE A CERTIFICATE -OF-OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. p 4`�• 2.•'PRIOR TO COVERING STRUCTURAL QUIREU,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL w .3.'FINAL IN PE TI TO BEFORE FINAL INSPECTION HAS BEEN MADE...�•..9 FINAL INSPECTION BEFORE � POST THIS -CARD SO IT IS VISIBLE FROM STREET ":,`r^`"'BUILDING INS CTION APPROVALS PLU RING INSPECTION APPROVALS - ELECTRICAL INSPECTION APPROVALS ' rci . ��. �C 7 2 zol 2 fill 3 by HEATING INSPECTING'A PRO ALS REFRIGERATION INSPECTION APPROVALS I �= BD WA N. "..OTHER - 2 '----'- --' 21* EIt \A. .�. . Wt RK $,,ALL NCT PROCEED -6NT;L THE PERMIT WILL BECOME NULL AND VOID IF CONSTR CTION INSPECTIONS INDIMED��ON THIS CARD �! ;NSPECTbR:4AS APPROVED HE J Rj^ ti, WORI(rI5' OT STARTED NITHK� SIX MO�YHS OF t k.THE CAN BE ARRANGED FOR.BY TELEPHONE a' STAGES OF CONS ( '�'r ^ ., PERMIT: ,ISSUED AS NOTEDcv.BOVk, OR WRITTEN NOTIFICATION. Laf 99 Z2�•3A- Lit ioa �6 9 szs•,y c c 32•.�.7 FGaaD ZONE: c RES. ZodV46 )z F . Lofi laI F OVNDATLON CERTIFICATION' TOWN A74&-Sr6N5* /#/LL..S PLAN REF. Z7Z-9Z- DATE /Z3/64 SCALE I �=40 ELEVATION I HEREBY CERTIFY. THAT THE ABOVE FOUNDATION I5 LOCATE SN Of D ON � �oq y$�I,cE E SUAVE Ls THE GROUND AS SHOWN, AND o�� ti C011Sc,lLTdY1TS ITS POSITION DOES PAUL .� CONFORM TO THE ZONING= MERITHEW LAW 5ET3ACK REQUIREMENT $ No. 3208g '70 RAsPffegk / LANE OF B A R tj S TA B L E s �F01STI � 1 LAOs� MA2S7-on1S /YI�uS MASS aZ646 PAUL A. MERIT EW R•P.L.S. my j nn s O (�•1 i :� � •Q N N J i � o f Assessor's office (1st floor): �a ��/ SEPTIC SYSTEM MUST �� Assessor's map and lot number ...........�1. ..........t�.:.:. n .... INSTALLED IN COMPLIA THE t��I Board of Health (3rd floor): y '? WITH TITLE 5 Sewage Permit number .......... ®..... ................ �!:......�.. �i�`ft`U�IE'4®RIMEIVTAL CODE STABLENAM i Engineering Department Ord floor): / / �(S TOWN REGULATION 1639 0� House number .....c:.... '�LpYPYa� APPLICATIONS PROCESSED 8:30=9:30 A.M. and, 1:00-2:00^•P.M. only; OF - BARNSTABLE TOWN BUILWNG. INSPECTOR n APPLICATION FOR PERMIT TO . ..Z....."-. �� /...4».. Fr/.�. s .......... .... TYPE OF CONSTRUCTION ��. �t�...... �� � ...... ells... .................... �. /z'... ................. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: /l Location ..!C..L.I/ .... Q.... � �?1�.....�C ............./.� W,25 .. l`.! ....... //�� V 2 Proposed Use ....2..:!.X✓ .......��i rl Q�1`......C.1. .. ..Fe.....kcre�.......................................... Zoning District ............ .................................................Fire .District ..........(. fr Name of Name of Builde&zon.�TQ�U�/��. ..(..Q..... ...AddresslaO.Z../W� ..Q71:,/'14 or Name of Architect ../..er .. Cr, ....................Address ......................... Number of Rooms . .....—/.......................................................Foundation .0 .z�/e.<:; . l C r .............. /Y ,1.� .. �1��.C.��l � fi n Exterior /.�.��...... .. � .. ... . .... . . �. g ..a,.�.h��./.�.`..�.h.� ./es................. Floors ./?0-16�...������1f.1.�1.................Interior . ................... Heating Obt/...0................ ................................Plumbing ........`...e42 Q.�?. / Fireplace .......,� ....................................................Approximate Cost ........L•!'....11 Definitive Plan Approved by .Planning Board _ _ _ .__}�____19�. _ . AreaSP.D............./. Diagram of Lot and Building with Dimensions Fee . >... ................... SUBJECT TO APPROVAL OF BOARD OF HEALTH e OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name?.. ..... ..... ....... Construction Supervisor's License .ag.?a.. .d.......... .BARNSTABLE HOLDING CO. , INC. r No 29567 ; Permit for .....1 Story ^`k Single Family....Dwelling.................... F i Location Lot' ��100 166 Debbies Lane ....... 9 ons.... . S 4s b// S .. r ` Owner ......Barnstable Holding Co Inc. ^ ...... ........................... ..................... n Type-of Construction ..,,Frame .�? Plot................r.....+ .. Lot . �• � � � June. 26.; � 86 •' ^. � .. i Permit Granted ...19° Date of Inspection 7'��.. ............:.....19 r Date Completed :F. t (r��.3 ... .1:9, 5� Assessor's office (1st floor): Assessor's map and lot number ..�-��� ��.r".� .....Q'.!)..•... -*THE TO�y Board of Health (3rd floor): �r� � Sewage Permit number {.... (�.t..��.''./... i BAHB9TSDLE e Engineering Department (3rd floor): �/- I/ �f.$ °oo " 9. House number t.. !ro i6 APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. .only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR.PERMIT TO �.....: ��f`....<!�....�. Gle. .C ,,;,f, ` 5 /ll �......,/,r'�..... ..... TYPE O`F CONSTRUCTION -�!)f .....i`?,,,,,, /t / � fF� 'l/,/f f/ ................ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit /according to the following information: -77 Location ...•(' /....... ? ..//// ....... Proposed Use ... ' / . ,��� l,71,f'......f f '.G t. ( ........................................... ............ .........,................... Zoning District ...........f.�...f..........:.....................................Fire .District .......... /Q f Name of Owner/'" f....�.-f.�./..................._/. ..... ,,may .. ................ .. .... Name of Builde.r� .:= �/"/.J:. f.1/...�� P` :. �2C Address/ ! �2�!'1 J �G Q/J/ .................... ........... Name of Architect .. '� �.:.,.......(�1 7` .AddressL" '�.. /C./ �`?/��J�'......................... ....................... �.................... Number of Rooms ....................Foundation �f. �J!Jf`C '. f� ���. 1= .............. Exterior ` ���..X..... J ?/. .Qf' Qf.:.. ..`' 7//1�'%4R:oofing ..Q `/�C1�'. / ..��//l %C ,-`.................. Floors /57 : C.t. ?�? .... Qr J ! /�///.f7fL//..................Interior ............... Heating /f' /`/.:!..................................................Plumbing Z� �� ' dl/7f7j Fireplace ........ Q.......................................................Approximate Cost .......... '.....,.QQf :.................. .............. Definitive Plan Approved by Planning Board _✓___ �-2� ____19�7 . Area .......................................... Diagram of Lot and Building, with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ...... (!, � /,r Construction Supervisor's License ......:.........:.:.................. BARNSTABLE HOLDING CO. , INC. 2, A=027-126 29567 •1 No ................. Permit for ......1.....Story......................... Single Family Dwelling ............................................................................... Location ....Lot #100, 166 Debbies Lane ............................................................ .......................................................C6.6114.. Owner .. Barnstable Holding Co. ................................................................ Type of Construction ................... Frame................................. ................................................................................ Plot ............................ Lot ................................. Permit Granted .... June 26, 86....................................19 Date of Inspection ....................................19 Date Completed ..................... ................19 I r t L4 V �C, iVL i S89 24'19"W LOT 99 22 7.34' i n ? N W HSE=_ co �! b __ 11166=-__ 3 • , LKT 100 DECK Ivx DEBBIES 441 LANE I� LOT 101 RES. ZONE.- "RF" This MORTGAGE INSPECTION Plan is For FLOOD ZONE- "C" Bank Use Only TOWN: _MAIRSTO S &4bS------- REGISTRY OWNER: ERIC _J._& PATRICIA A.—JOHNSON—___ DEED' REF: _5322Z342 _— —_--BUYER: REFINANCE ________________ _______ DATE: 1�/�92---s_____—_-- PLAN REF: _Z72Z24___-------SCALE':1"— 30 ___FT. I HEREBY CERTIFY TO EIRST FEDERAL SAVINGS k LOAN ASSOC OF ROCHESTER. ITS SUCCESSORS AN_D/OR ASSIGNS. ATIMATHAT THE BUILDING c�p�A� OF �ASs9 YANKEE SURVEY .SHOWN .ON THIS PLAN IS LOCATED ON THE GROUND AS 4�� PAUL �y� ' CONSULTANTS j . SHOWN AND THAT ITS POSITION DOES _—__;CONFORM TO .THE ZONING LAW SETBACK REQUIREMENTS OF THE MERI$f�EVU 143 ROUTE 149 TOWN'_OF _BARNSTABLE_______ __AND THAT No. 32099 ---- y o MARSTOPIS MILLS, MA. 02648 IT DOES_-NOT LIE WITHIN THE SPECIAL FLOOD IiAZARD o 9' E� aka : 428-0055 AREA AS SHOWN ON THE H.U.D. MAP DATED1985 _ ilp��fGIStERJQ TEL. Community—Panel V 250001 0015 C Nq1 LpNO FAX. 420-5553 _ _____ THIS PLAN NOT MADE FROM AN INSTRUMENT 10217 BJS PAUL A. MERITH PLS SURVEY NOT TO BE USED FOR FENCES ETC. TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. DATE ��' 2 f JOB LOCATION Number -�r� Street Address Section Of ^Town "HOMEOWNER" 6a[G �1 �€3��I�©�/1 � "���v`, �75 . Name , Home Phone Work Phone PRESENT MAILING IRESS 11� ��5 k1zf_"e City/Town State Zip Code The current exemption for "homeowners" was extended to include owner- occupied dwellings of six units or less and to allow such homeowners to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER: Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one to six family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs. more than one home in a two-year . period . shall not be considered a homeowner. Such "homeowner" shall submit to the Building Official on a form acceptable to the Building Official, that he/she sh l 1 be nspo s lbl a for all such pe d ".1n 'e �.+ VL�c�♦i a<'Sw1Gr 413a building Permit. (Section 109.1.1) The undersigned "homeowner" assumes responsibility for compliance with the State Building Code and other applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands the Town of Barnstable Building Department minim ins ect' n procedures and requirements HOMEOWNER'S SIGNATURE APPROVAL OF BUILDING OFFICIAL Note: Three family dwellings 35,000 cubic feet, or larger, will be required to comply with State Building Code Section 127.0, Construction Control. xiscs HOME OWNER'S EXEMPTION The code states that: "Any Home Owner performing work for which a building permit is required shall be exempt from the provisions of this section (Section 109. 1. 1 - Licensing of Construction Supervisors) ; provided that if Home Owner engages a person(s) for hire to do such work, that such Home Owner shall act as supervisor. " Many Home Owners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q Rules for Licensing Construction Supervisors, Section 2. 15) . This alack of Regulations awareness often results in serious problems, particularly when the Home Owner hires unlicensed persons. In this case our Board cannot proceed against the unlicensed person as it would with licensed supervisor. The Home Owner -acting as supervisor is ultimately responsible. To ensure that the Home Owner is fully aware of his/her responsibilities, many communities require, as part of the permit application, that the Home Owner certify that he/she understands the responsibilities of a supervisor. On the_ last page of this issue is a form currently used by several towns. You- may care to amend and adopt such a form/certification for use in your communit y r y• R COMMONWEALTH OF "SACHUSETTS —E� DErAK,-MENI' OF INDUSTRIAL ACCIDENTS r 600 WASHINGTON STREET games Ganaoei BOSTON, MASSACHUSETTS 02111 WORKERS' COMPENSATION INSURANCE AFFIDAVIT (lice nsee/permirice) with a principal place of business/residence at: r (City/State/Zip) do hereby certify, under the pains and penalties of perjury, that: ( J 1 am an employer providing the following workers' compensation eoverIr c for my employees working on this job. Insurance Company Policy Number ( J 1 am a sole proprietor and havc no one working for me. ( ) 1 am a sole proprietor, general contra r or homcown�iciics-: c one) and have hired the contractors listed below who have the following workers' compensation in cc p Name of Contraaor Insurance Company/Policy Number Name of Contraaor Insurance Company/Policy Number Name of Contraaor Insurance Company/Poliey,Number rl m a homeowner performing all the work myself. DOTE: Please be aware that while bomeowners wbo employ persons to do maintenance,construction or repair work on a dwelling of not more tban three units in wbicb the homeowner also resides or on the grounds appurtenant thereto are not generally considered to be employers under the Workers'Compensation Act(GL C. 152,sect. 1(5)), application by a bomcowner for a license or permit may evidence the IcgaJ sutus of an employer under the Workers' Compcnsztion Act I understand tnat a copy of this statement will be forwudcd to the Dcpa:-,mcnt of Industrial Accidents'Office of Insurance for coverage verification and that failure to secure coverage as required under Section 25A of MGL 152 can]cad to the imposition of_stiminal penalties consisdng of a finc of up to S1500.00 and/or imprisonment of up to one year and civil pcnaldcs in the form or;Stop Work Order and a fine of S100.00 a day against me. Signed this day f �'`'`'�,e 19 g y o C LicCnsee/P crrnittta: Liccnsoi/P%-;rmittor DT �� Assessor's office(1st Floor):; Assessor's map and lot number © D. of tME>o Conservation(4th Floor): , �- J r% - EPTIC SYSTEM'MUST BE Board of.Health(3rd floor): STALLED IN COMPLIANCE Sewage Permit number - WITH TITLE-5 t ssaNAB& Engineering Department(3rd floor): r �-' E�VIRONMENTAL CODE AND °'�1639* o House number TOWN REGULATIONS Definitive Plan Approved by Planning Board 19 i APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only ; TOWN , OF BARNSTABLE ` BUILDING 1INSPECTOR APPLICATION FOR PERMIT TO Aw 1 n c4v- TYPE OF,CONSTRUCTION _ tj 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit accord' to the following information: Location t information: 1116 U® � Proposed Used Zoning District � Fire District Name of Owner Eh (::i- o" kl S©k q'' F-j,,*ddress V 56Gv e c c.4 L Name of Builder `�� - "� Address Name of Architect t9 Address kj- Number of Rooms Foundation Exterior Vim` Roofing �- Floors Interior Heating Ut/ L Plumbing Fireplace /V&tt e Approximate Cost Area Diagram of Lot and Building with Dimensions Fee OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding he a ve co ruction. e. Name Construction Supervisor's License wly '` JOHNSON, ERIC & PATRICIA f B _ BUILD 2 CAR No Permit For GARAGE fAccessory to dwelling Location 166 Debbies Lane Marstons Mills Eric & Patricia Johnson Owner. ' Wood frame Type of Construction `' Plot Lot October 5 Permit Granted 1.9 9 3 Date of Inspection: Frame rn 19 Insulatidff: _.- 19 ;Fireplac r 19 Date Co pCefed;, \ 19 t � I y ' All 4'. op 1 S = t i� i ' c AcJvole } l i TOWN OF BARNSTABLE, MASSACHUSETTS BUILDING PERMIT APPLICANT ADDRESS < DATE 19 PERMIT NO. IN0.) (STREET) (CONTR'S LICENSE) NUMBER OF PERMIT TO (_1 STORY DWELLING UNITS (TYPE OF IMP VEMENT) NO. (PROPOSED USE) 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 TYPE) REMARKS: AREA OR PERMIT VOLUME ESTIMATED COST S_,, 1 FEE (CUBIC/SOU E FEET) I\ OWNER BUILDING DEPT. ADDRESS BY �, ' . , �,. �. P;YLS � --- - - - __: J _ THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I M f�C(, I DATA TOWN OF BARNSTABLE, MASSACHUSETTS BUILDING PERMIT ARIA A=0::7--120 P ,9 SQ. 36318 DATE �L �117G1 J PERMIT NO. APPLICANT Owner ADDRESS l'iu Uw.y,ir 7 Y (NO.) (STREET) (CONTR'S LICENSE) PERMIT TO LiU�..LU �.�.{ l;ti V,:l(�ul�).� STORY z-k%;CC=L-UJ - �. i� ! NUMBER OF I-'l{� DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) 1bu DC:L.)_j_ _ •... . :c.LC.a ��I. .....�. t, 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 (TYPE) REMARKS: J t,c. ,a*-461 AREA OR I� PERMIT VOLUME - ESTIMATED COST $ �• `'�• • U') FEE (CUBIC/SQUARE FEET) \ OWNER BUILDING DEPT. ADDRESS BY 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 AFPLICABLE 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, CF_P.T!FICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL ' MEMBERS(RE TO FINAL INSPECTION HAS BEEN MADE. 3. FINAL INSPECTION BEEFORFOREE OCCUPANCY. POST THIS CARD -SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 I � 2 2 2 3 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 1 2 BOARD OF HEALTH OTHER SITE PLAN REVIEW APPROVAL i WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT WILL 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. PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. 13 �.y Q c` !� 4 GENERAL NOTES AND SPECIFICATIONS - NERAL NOTES AND SPECIFICATIONS (CONTINUE) ABBREVIATIONS _ C5 r CIO N 1. THE 2000 INTERNATIONAL RESIDENTIAL CODE, APPENDIX H IS THE REGULATION COVERING THESE 12. LABELING REQUIREMENTS FOR TEMPERED GLASS 0 DIAMETER NA NOT ALLOWED STRUCTURES. ALL PATIO COVERS SHALL BE USED ONLY FOR RECREATIONAL/OUTDOOR LIVING PURPOSES NR NOT REQUIRED AND NOT AS CARPORTS, GARAGES, STORAGE ROOMS OR HABITABLE ROOMS. 2003 IBC SECTION 2406.2 IDENTIFICATION OF SAFETY GLAZING: (EXTRACT) ADDL ADDITIONAL NTS NOT TO SCALE AL ALUMINUM 2. ENCLOSURE WALL SYSTEM SHALL MEET THE FOLLOWING REQUIREMENTS: EXCEPT AS INDICATED IN SECTION 2406.1.2, EACH PANE OF SAFETY GLAZING INSTALLLED IN ANCH ANCHOR OC ON CENTER HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY A LABEL SPECIFYING THE LABELER, WHETHER THE APPRQX APPROXIMATELY) OD OUTSIDE DIAMETER w o) THE MAXIMUM HEIGHT OF THE ENCLOSURE SHALL NOTNEXCEED 12'-0". THE MINIMUM HEIGHT OF THE MANUFACTURER OR INSTALLER, AND THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES, AS OH OVER HANG Lu WALL SYSTEM (INCLUDING KNEE WALL) IS 6'-8". WELL AS THE INFORMATION SPECIFIED IN SECTION 2403.1. THE LABEL SHALL BE ACID ETCHED, BAL BALANCE OPNG(S) OPENNING(S) ~ z Of SAND BLASTED, CERAMIC FIRED OR AN EIviBOSSED MARK, OR SHALL BE OF A TYPE THAT ONCE BLDG BUILDING OPP OPPOSITE b) THE OPEN AREA OF THE LARGER WALL AND ONE ADDITIONAL WALL IS 65% OR MORE OF.THE AREA APPLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED. BOT BOTTOM OPT OPTION(AL) o 0 BELOW 6'-8" MEASURED FROM THE GROUND FOR EACH WALL. OPEN AREA MAY BE EITHER INSECT w SCREENING, GLASS APPROVED BY THE 2000 INTERNATIONAL RESIDENTIAL CODE SECTION R308. C/C CENTER TO PD PATIO DOOR DESIGN CRITERIA CENTER PL PLATE bi 3. ROOF PANEL, WHICH COMPLIES WITH THE REQUIREMENTS OF THE 2000 INTERNATIONAL RESIDENTIAL CL CENTERLINE PRO PROJECTION Of CODE AND WHICH APPLIES TO THE CONDITIONS OF THE SUBJECT ENCLOSURE, MAY BE USED, WHERE THIS VINYL PATIO ENCLOSURE SHALL BE CONSTRUCTED USING THE FOLLOWING DESIGN CRITERIA CLR .- CLEARANCE PLWD PLYWOOD ALLOWABLE PANEL SPANS SHALL BE LIMITED TO THOSE SHOWN IN THE PANEL SPAN CHART (25G-6). COL '• COLUMN REGARDLESS OF PANEL USED, PANEL SKIN SHALL BE 3105-H254 ALUMINUM OR STRONGER MATERIAL SNOW LOAD UP TO 70 PSF ? CONN CONCRETE RAF RADIUS c� CONN CONNECTION REF REFERENCE/REFER °O � WITH MIN. ALUMINUM THICKNESS OF 0.024". THE CORE MATERIAL SHALL BE EXPANDED POLYSTYRENE a CONT CONTINUOUS REINF REIN FORCE(D,ING) ADHERED TO THE PANEL WITH AN APPROVED ADHESIVE. WIND LOAD UP TO 140 MPH (3 SECOND GUST) CTR CENTER(ED) READ REQUIRED o� REV REVISION Lu o THE FOAM PLASTIC WITH A 1.5 PCF NOMINAL DENSITY HAS AFLAME-SPREAD RATING OF 25 OR LESS SEISMIC = N.A. (LIGHTWEIGHT ENCLOSURES HAVE NEGLIGIBLE RESPONSE TO SEISMIC LOADS) DET DETAIL o AND A SMOKE-DENSITY RATING OF 450 OR LESS WHEN TESTED IN ACCORDANCE WITH UBC STANDARD " OF DOUG FIR SHT SHEET o 8-1. THE FOAM PLASTIC COMPLIED WITH ASTM C 578 AS TYPE II. THIS ROOF PANEL HAS MET THE DIMENSIONS ARE AS NOTED ON THESE DRAWINGS LARCH SIM SIMILAR CRITERIA OF UBC 26-3 (ROOM FIRE TEST STANDARD FOR INTERIOR OF FOAM PLASTIC SYSTEMS), WHICH DIA DIAMETER SMS SHEET METAL SCREWS IS EQUIVALENT TO UL 1715. DIM DIMENSION SP SPACE(S,ED) THE FOLLOWING DRAWINGS ARE INCLUDED IN THIS LSR 2500 GABLE ROOM STANDARD DRAWING SET: DL DEAD LOAD SPEC SPECIFICATION, SPECIFIED THE WALL FILLER PANEL WHICH COMPLIES WITH THE REQUIREMENTS OF THE 2000 INTERNATIONAL DWG(S) DRAWING(S) SQ SQUARE RESIDENTIAL CODE AND WHICH APPLIES TO THE CONDITIONS OF THE SUBJECT ENCLOSURE, MAY BE USED. DRAWING # TITLE SST STAINLESS STEEL EA EACH STD STANDARD cn 4. MAXIMUM ROOF PANEL OVERHANGS (O.H.) SHALL NOT EXCEED V - 6" 25G-2 LSR 2500 TYPICAL GABLE FLOOR PLAN AND EL EF EACH FACE STIF STIFFENER c O EL ELEVATION STL STEEL F_ 5. IN ORDER FOR AN EXISTING CONCRETE SLAB TO BE USED IT MUST BE IN GOOD SOUND CONDITION 25G-3 LSR 2500 TYPICAL FOUNDATION DETAIL EMBED EMBEDMENT STRUC STRUCTURE(S,URAL) O Q (MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI) WITH NO EVIDENCE OF EXTENSIVE CRACKING, WATER EQ EQUAL(LY) SYM SYMMETRICAL J w " S SEEPAGE, OR UNSTABLE FOUNDATION CHARACTERISTICS. 25G-4..__ LSR 2500 TYPICAL WALL SECTIOI!S ES EACH SIDE EXP EXPANSION T&B TOP AND BOTTOM m W ? 6. ALUMINUM SHALL BE ALLOY AND TEMPER 6063-T5, (UON). 25G-5 LSR 2500 TYPICAL WINDOW AND WALL DETAIL EXIST EXISTING THD THREADED Z Q Lu THK THICKNESS) �`oLS o 7. POP RIVETS SHALL BE ALUMINUM ALLOY 5056 WITH CARBON STEEL MANDREL AS MANUFACTURED BY 25G-6 LSR 2500 TYPICAL GABLE ROOF SYSTEM DETAIL GA GAGE TYP TYPICAL U.S.M. CORPORATION. GALV GALVANIZED 22 25G-7 LSR 2500 TYPICAL RIDGE BEAM AND SUPPORT DETAIL GN GENERAL NOTE UON UNLESS OTHERWISE NOTED m4 H 8. SHEET METAL SCREWS (S.M.S.) SHALL BE STAINLESS STEEL, ZINC PLATE, GALVANIZED STEEL OR O 2024-T4 ALUMINUM. HGT HEIGHT VERT VERITCAL C> U HOR HORIZONATAL U'3 Z 9. EXPANSION ANCHORS SHALL BE 3/8"0 HILTI "KWIK BOLT II" OR APPROVED EQUAL. ANCHORS SHALL W/ WITH cv 0 c, BE AS DESCRIBED BY AND INSTALLED PER ICBO ES REPORT #4627. INFO INFORMATION W/0 WITHOUT cn WD WINDOW, SLIDING 0 r „ 10. WHERE ATTACHMENT TO EXISTING STRUCTURE OCCURS, THE WOOD OF THE EXISTING STRUCTURE lVL LAMINATED WDF WINDOW, FIXED m SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.5, SUCH AS-DOUG FIR LARCH. VENEER WS WOOD SCREW LUMBER WT WEIGHT o � 11. WHERE SCREWS ARE INSTALLED INTO WOOD FRAMING, THE CONTRACTOR SHALL VERIFY, THROUGH _ MATL MATERIAL ^B g $ NONDESTRUCTIVE MEANS, THAT EACH SCREW HAS A MINIMUM OF 1/2" SIDE COVER ON ALL SIDES OF THE MAX MAXIMUM SCREW. MFR MANUFACTURER o x m N MIN MINIMUM Z o_ g 12. LABELING REQUIREMENTS FOR TEMPERED GLASS z6i z cn w E 2003 IBC SECTION 2403.1 IDENTIFICATION: (EXTRACT) t�����F MASS+ '� " AND THICKNESS OZ GARY J. EACH PAN SHALL R THE MANUFACTURER'S LABEL DESIGNATING THE TYPE E S OF THE EA E LL BEAR g GLASS OR GLAZING MATERIALS. THE IDENTIFICATION SHALL NOT BE OMITTED UNLESS APPROVED AND AN DUBBIN AFFIDAVIT IS FURNISHED BY THE GLAZING CONTRACTOR CERTIFYING THAT EACH LIGHT IS GLAZED IN o CIVIL $, ACCORDANCE WITH APPROVED CONSTRUCTION DOCUMENTS THAT COMPLY WITH THE PROVISIONS OF THIS 0.15 CHAPTER. SAFETY GLAZING SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 2406.2. EACH PANE OF TEMPERED GLASS, EXCEPT TEMPERED SPANDREL GLASS, SHALL BE PERMANENTLY IDENTIFIED BY THE MANUFACTURER. THE IDENTIFICATION LABEL SHALL BE ACID ETCHED, SAND BLASTED, ON CERAMIC FIRED, EMBOSSED OR SHALL BE OF A TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT D BEING DESTROYED. 1 4 W 0.4 Lo CD EXISTING BUILDING i 1 5/16' 1 9/16' ACTUAL FILL ACTUAL FILL ; 1 LJ c 25G-5 n N. 1 SEE DWG 25G-7 � 25�4 FOR RIDGE BEAM - z SPEC. N O. w z a �y � 04 RIDGE BEAM mw 3 3/4' SUPPORT POST N THICK 'ULTIMATE' SUPPLIED BY DEALER N I 3 o� ROOF PANEL n?. Q 2�-4 ,� 1 9/16' 2�'S n N ACTUAL FILL N / \ p. ACTUAL FILL ACTUAL/FILL N G O =o [S] 39 WD (SE) 45 WD [S 45 WD [SE] 39 WD []. u o m 1 � o MAX. O.H. ENCLOSURE WIDTH MAX.O.H. 18 18 ROOF WIDTH 2 Z 25G-6 2 _6 Lu W ED c _J C3 a 2�G_-6 l J _- ----- U LLI rL I I Lu - -\ O L MAX.O.H. / / / O.H: �� �� �� MAX. O.H. 18 18 MAX. O.H. N � 18 18 � � O N C� � O // •I U - LL Q FIXED PANEL [L w 39 WD 39 WD 45 WD 45 WD 39 WD 33 WD 39 WD 33 WD 'g ^_O N 4a 72 PD LZZ� v rn oa Z O C � \V OF MA tiW GARY J. � DURBI m $• C) CIVI o N . 5 FLOOR CHANNEL SECURED TO DECK WITH M NOTE: " - R HANN L S BOLTS FL00 C E ECURED TO D WITH 1/4" x 2" HOT .DIPPED GALV. LAG DECK FLOOR CHANNEL SECURED TO CONC. WITH 1/4 x 2" -HOT .DIPPED CD PERIMETER OF ROOM. SPACING PER LAG 1/4" x 2" HOT DIPPED GALV. LAG BOLTS - GALV. LAG BOLT WITH LEAD SCREW ANCHORS - PERIMETER OF N BOLT SPACING CHART. 1. THE EXISTING DECK SHALL PERIMETER OF ROOM. SPACING PER LAG ROOM. SPACING PER LAG BOLT SPACING CHART. BE APPROVED BY THE LOCAL BOLT SPACING CHART. #8 SMS @ 24" JURISDICTION (ALT. METHOD: FLOOR CHANNEL SECURED TO CONC. WITH 3/8"0 HILTI OC, AND 2 - KWIK-BOLT II, WITH 2 1/2" MIN. EMBED @ CL OF MULLION, FOR 6005 8 SMS @EA 2. TRIBUTARY DECK AREA WIND ZONES a 120 MPH GUST, 1 ANCHOR @ 1 1/2" EA SIDE OF VERT MULLION FOR EACH POST MUST BE CL OF MULLION.) N LESS THAN 40 SQ. FT FOR #8 SMS @ 24" OC, 6018 ONE EA SIDE AND 2 8 SMS @UJ ( ) DF OR SOUTH PINE LUMBER 6005 # FLOOR CHANNEL EA VERT MULLION #8 SMS @ 24" OC, o 0 ASS'Y, LOCATE 6027 6018 (ONE EA SIDE) 6005 AND 2 - #8 SMS @ " Ln L SPLICES @ 8" OPTIONAL+ + + + OPTIONAL EA VERT MULLION w MIN. FROM VERT. ++ `+`+`+`+ 3/8" FLOOR CHANNEL 3/8" MIN. 6018 (ONE EA SIDE) � MULLIONS ++ ++++++++ MIN. ASS'Y, LOCATE 0 6027 PLYWOOD 6006 ` `~`+ PLYWOOD SPLICES @ 8" + +++++++++ SUB-FLOOR FLOOR CHANNEL 6029 FLOOR MIN. FROM VERT. `+`+`+ ASS'Y, LOCATE 6027 w a MULLIONS 6029 SPLICES @ 8" + + z + +`«`+` « Q N o 6006 «`+`+`«` MIN. FROM VERT. ` ,`, �m MULLIONS +`++++ `j o `+` w ID " D NEW P.T. BLOCKING SIMPSON A34 EXIST. + +. 6006 +« + 6029 "' a o APPROVED (SHOWN) OR BAND (FOR WIND NEW INSUL-DECK + + `+` `+ +� N DECK `+` (2x6 MIN.) ZONES a 120 FLOOR SYSTEM + + + + d MPH GUST, ++ ++ + + + + a `+++ + « + CQ ` +` « +`+ d a. cv «`+ « USE A35F) ` « ` `+ `+`. d+ d \ ° R-CONTROL + ` EXIST. JOIST AT +++ + ° ° `+`+++ + l SCREW '+`+` ` 24" O.C. MAX o ° .«+`.'.+ ++++ 1 1/2" GALV. `+`+` 2 1/2" MIN. FOR \--NEW OR EXISTING Z 0 THROUGH BOLTS + 3/8"0 ANCHORS CONCRETE SLAB IN p g 2 PER POST SIMPSON. H5 1/2" GALV. z m (FOR WIND ZONES a 120 ,�, GOOD CONDITION Q o a x xTHROUGH BOLTS,, LAG BOLT SPACING z !;2 .. MPH GUST, USE H9) 2 PER POST W 1 WIND SPEED SPACING p o DOUBLE 2X8 MIN. P.T. MPH GUST O.C. NEW 4x4 POST 90 16" U_ STRONGBARCKS NOTCH (FOR WIND ZONES a120 100 16" �- POST TO ACCEPT (1) DOUBLE 2X8 MIN. P.T. NEW 4x4 POST MPH GUST, USE 6X6) NA 110 16" BOARD AS SHOWN STRONGBARCKS NOTCH (FOR WIND ZONES a120 0 POST TO ACCEPT (1) MPH GUST, USE 6X6) 120 12" SIMPSON SIDS N a o BOARD AS SHOWN 130 12 w .11 1 4" X 2" SIMPSON POST BRACKET 140 8" J m WOOD SCREW —�' CBSQ44 (FOR WIND ZONES al20 MPH GUST, USE CBSQ66) • o: d �gN� E Z N NNW IT .. od ° 1 ZZOQg g Wmm W �E, (FOR WIND ZONES d a a ����OF MqS J a 120 MPH, #4 ° a � �w REBAR (2X) a a a �o GARY J. DURB fi SPACED AS CD CI I $. SHOWN) No -o CONCRETE FOOTING (FOR WIND ZONES >_ 120 A 12" MIN. MPH, POUR CONTINUOUS � !/ FOOTING ALONG PERIMETER) —�� #8 SMS ® 6" OC #8 SMS ® 24' OC 17 (TOP & BOTTOM) If #8 SMS ® 6" OC w 0 ROOr `_' N #8 SMS ® 24" OC ----------- --- -------------- (TOP & BOTTOM) . 6015 #8 SMS ® 24" OC ROOF 6010 FASCIA '' J z PANEL x KORAD FILL VINYL VINYL n FASCIA 6007 #8 SMS ® 24" = COUPLER {.} ✓:::: COUPLER ` O ----- ----- ----- ---------------- ...... 6012 # , x 6512 O z W w OC, AND 2- 8 a Y o g N #8 SMS 0 24" OC SMS ® EA VERT a 3 KORAD:FILL o a Z) o MULLION (ONE EA z Cr o oLIJ OPTIONAL SCREW 6009 °2 SIDE) o z o Ca g O PLACEMENT KORAD FILL z n 5 z N m o o a VINYL z U N Y p COUPLER .....#8 SMS ® 24" OC. ---------------- -------------------------- ------------------------------- ANDEA1z ------------ 2- #8 SMS ® --- ------------ --IM---- --- ------------- --- - VERT MULLION - r- (ONE EA SIDE) 5 0 VINYL COUPLER J 6512 �3 N� i v o o M N Z N Z 7 O �.\ c0 I ~ N I 0 O 63 1/2" WINDOW w 63 1/2" WINDOW 79 3/4" PD C.Di o w o x _ 0 00 J ip ZE J J 1' I C0 v Z O W Y g Cn } N ----------------------K¢----------------------- ---------------------- ---------- N a 'IFo a (7 d N Jj [7 ED d Q(V K O Q z #8 SMS ® 24" o o 3 = o ? #8 SMS ® 24" o o () _ n^ VINYL Y o -W M- VINYL OC, AND 2- 8 '�z ' COUPLER OC, AND 2- #8 za' a w KORAD KW ""' # 3 o 6512 SMS ® EA VERT N n o Y 3 o C 6512 R SMS ® EA VERT � }� w M o MULLION (ONE EA v o o MULLION (ONE EA v F- o :':•:•:•:•: w g Y m SIDE) n o x SIDE) �o 6005 6027 Y 6005 6027 6005 6027 �` N 6018 6029 6018 6029 6018 6029 9077 Q• �� NEW OR EXISTING FLOOR SYSTEM 8 6006 NEW OR EXISTING FLOOR SYSTEM 6006 J m 6006 SEE DETAIL SHEEP 25G-3 SEE DETAIL SHEET 25G-3 m ui U SECTION 1 SECTION 2 SECTION 3 0 SG- ZD^ •ra LSR 2500 MULLION SPACING CHART 1.2 E Max. Spacing Wind S eed (mph) Gust Max. Spacing Wind Speed (mph)Gusta Mull. Height ft 90 100 110 120 130 140 Mull. Hei ht ft 90 100 110 120 130 140 ���HOFMgSS-9 "U- 7 96PD 96PD 96PD 96PD 96PD 72PD 7 96PD 96PD 96PD 96PD 96PD 72PD �' o 8 96PD 96PD 96PD 96PD 72PD 65PD 8 96PD 96PD 96PD 96PD 72PD 65PD g GARYJ. '-W 9 96PD 96PD 72PD 72PD 60PD 51WIN 9 96PD 96PD 72PD 72PD 60PD 53MOD DURBIN o CIVIL $- 10 96PD 72PD 72PD 60PD 45WIN 39WIN 10 96PD 72PD 72PD 60PD 47MOD 41 MOD o.15064 11 72PD 172PD 157WIN 145WIN 139WIN 33WIN 11 72PD 72PD 1 59MOD I 47MOD 35MOD ,09 E 12 72PD 60PD 45WIN 39WIN 33WIN 12 72PD 60PD 47MOD 35MOD �� G/S Note: These max. PD &Window sizes are based on using S-E Hurricane Mullion. ON f�� 21� -� 1t W / Lu CD ZM cf) • F U ww 8601 V) w41SOLID FILL BETWEEN (6017)-- 6602 MULLION AND WALL 6017 MODIFY OR RIP MULLION 6603E AS NECESSARY + 1/4" X 6' HEX HEAD, MIN SWEEP SCREEN w B008 + + + 2" INTO SOLID WOOD, LATCH ACTUAL FILL + + 6" FROM TOP, BOT, & ® 66028 p PANEL MIN. 1" MID POINT (TYP) + + OR EXPANSION ANCHORS ow ICU INTO BRICK OR CONCRETE Ln :0017 w #8 x 2 1/2" TEK SCREWS, / w pg 1" FROM TOP, BOT, & ® MID / 8608 POINT OF WINDOW (TYP) B � 6195 6625 m � m � O � O W of o CONNECTION AT EXIST, STRUCTURE X w w z o 0 DETAIL 1 A 5G- �ii o 86D8 / 0 o 6017 6602E O c� #8 x 2 1/2" TEK SCREWS, g 8008 1" FROM TOP, BOT, & ® MID Z J } N POINT OF WINDOW (TYP) 66038 Q o 6195 6625 6017 6602 ¢ 52 a 3" H—MULLION a6o1 Q DETAIL 2 B z SG- SECTIONco e WINDOW ELEVATION J C B608 m ih MODULAR OPTION STANDARD OPTION O 6604 W #8 x 2 1/2" TEK SCREWS, 8608 0 U) 6017 1" FROM TOP, BOT, & ® MID 8227 INTERIOR 6605 g POINT OF WINDOW (TYP) 8008 o a8008 + + + 6195 6625 6017 kN�+ + + ACTUAL FILL+ + PANEL MIN. 1" cacaC OF MA#8 x 2 1/2" TEK SCREWS, tidi 1" FROM TOP, BOT, & ® MIDGARY J. POINT OF WINDOW (TYP) o ODURBI , #8 x 2 1/2" TEK SCREWS, SCREEN REWS, O CIVIL co 1" FROM TOP, BOT, & ® MID EXTERIOR 1" FROM TOP, BOT, & ® MID No.15 FULL HEIGHT POINT OF WINDOW (TYP) POINT OF WINDOW (TYP) 6016 CORNER 6195 6625 6195 6625 / T soot s O CORNER MULLION SECTION A DETAIL 3 ?� 5G- tf CONT FASCIA/GUTTER 0 GABLE ROOF EXST ROOF RAFTER s HANG RAIL ATTACHMENT FOR GABLE ROOF = LO CV • STUD WALL EXIST.EAVE MASORY BLOCK OR BRICK CONCRETE 1/4"Lag Bolt w/ 1/4'Lag Bolt w/ 1/4"X 2"Lag Bolt w/ 1/4"HILTI HIT HY20 1/4"HILTI KWIK- 3"min.embed 3"min.embed Lead Screw Anchor w/4"min.embed BOLT it w/2"min. 6-ADD'L #8 SMS T&B, EA SIDE, @32"O.C. @24"o.c. @32"o.c. embed�32"o.c. FIRST 3 FEET FROM BLDG (GABLE ROOF ONLY) z BRACKET(S) N (SEE TABLE) _ ROOF PANEL SCORE AND REMOVE EX. SIDING, o MOUNT U-CHANNEL ON SOLID HANG RAIL PLYWOOD SHEETING DIRECTLY i; o c� EXIST FASCIA, L INTO FRAMING 3" INTO -1- 3 (SEE TABLE E°VE Soup wooD ROOF PANEL PROJECTION STRUCTURALLY FRAMING ADEQUATE SUPPORT, CONCEAL NEW FLASHING in � (SEE TABLE) UNDER EX. SIDING - - - -- N NOTES: (BY OTHERS) 1. THE NOTCHED PROJECTIONS (E.G. 2x6N) GIVEN IN THE :TABLE BELOW, OPT. ASPHALT SHINGLES N ARE FOR BEAMS WITH A 1" NOTCH. FOR BEAMS WITH A .1/2" TO 1" SON TR 0 TB R O MATCH EX. m U UE NOTCH, L MAY BE INCREASED BY 4". FOR BEAMS WITH A 1" TO 1.5" M NOTCH, DECREASE L BY 5". DO NOT USE A NOTCH GREATER THAN 1" FOR 30 AND 40 PSF PATIO LOADS. o x Z #8 SMS 0 24" OC + + �" o 3 ADD'L #s Max. Allowable Eave Projection "L" Inches ++ +++++++ N SMS T&B N Rafter Snow Load + + + + o Size in 20 30 40 50 60 70 ROOF PANEL �, o 2x4 7.0 5.5 4.5 4.0 4.0 4.0 / - CD 2x6N 11.5 9.0 8.0 7.0 7.0 7.0 FOR FASTENER TYPE, SEE HANG 2x6 17.0 14.0 12.0 10.5 10.5 10.5 RAIL ATTACHMENT CHART , N 2x8N 24.0 19.5 16.5 15.0 1:4.5 14.5 4006T � 2x8. 30.0 24.5 21.0 18.5 18.0 18.0 EXIST �, ENCLOSURE (STRUCTURE - n r 00 1 Snow Load s <=20 1<=70 HANG RAIL AT EXIST. BUILDING - Wind S d(mph) <=130 <=14L � J � C' SIMPSON Framing Brackets A35 H9KT DETAIL Existing Facia 2x6 12x8 CD ~- m W o a N Roof Panel Span Chart w Q o WIND SPEED MPH 3 SECOND GUST U:) =120 1 =140 1 1 1 1 C/) g Thickness Al Skin EPS Density Deadload SNOW LOAD(PSF) N O - - g ILL- ROOF TYPE inches inches (lbs (ps 20 30 40 50 60 70 80 �� V � j� C4 0 Ln CO M Ln CO 3"Climatemaster 3 0.024 1.5 1.1 14'-5" 11'-11" 9--2" 7'-5" 6'-2" 5'-4" 4'-8' Ln ( c� 3 3/4"Deluxe 3 3/4 0.024 1.5 1.2 15' 4" 13'-1" 11'-5" 9'-10" 8'-3" 7'-1" 6'-2" ((���" pi V 3 0 N Q Z _ 3 3/4"Ultimate 3 3/4 0.032 2.0 1.5 18'-0" 15'-4" 13'-5" 12--0" 11'-0" 9'-5" 8'-4" > `" 3 3/4"Shin leable 3 3/4 0.032 1.5 2.8 19'-11" 17'-2" 15'-4" 13'-10" 12'-8" 11'-8" 10'-10' / 6"Deluxe 6 0.024 1.5 1.5 18'-11" 15'-1" 13'-1" 11'-9" 10'-9" 9-11" 8'-101, EXIST rz ENCLOSURE STRUCTURE 6"Ultimate 6 0.032 2.0 1.9 22'-0" 20'-3" 15'-10" 14'-3" 13'-0" 11'-3" 9'-11" ^�'2�8 6"Shingleable 6 0.032 1.5 3.1 22'-0" 22'-0" 20'-0" 17'-8" 15'- 10" 14'-4" 13'- 1" o=N N= p� ?�^oos, THIS DETAIL REPRESENTS CONNECTION POLYSTYRENE AL SKIN, #105 PER SPAN: DISTANCE I TACCEPTA BETWEEN E CRITERIA_SUPPORT POINT � �,o OF GABLE ROOF CORNER ONLY CORE 5205 SAETY FACTOR OF 2.5 FOR BENDING, 3.0 FOR SHEAR, L/120 FOR DEFLECTION w w z ADHESIVE 10 PHILLIPS HEAD 410 p����F MAs�'9 DETAIL 3 SST ® 15" OC V C 1 1/2" = 1' - o" GARY J. sc- + + + + + + + + Q o W w DUBBIN Z + + + + + + + + + + + + + + + + + WWa= o CIVIL Co N No.I 48" "O9 F~al q1/ G (SINGLE PANEL WIDTH) 5206 /O TYPICAL ROOF PANEL DETAIL 1 1/2" = 1' - 0" SG- (� DEALER TO INSTALL ti ALUM COIL STOCK CAP a rii: Ve 1/4"0 LAG SCREW 0 16"c/c SIDE O.H. _ LO 5202 W/ 2 1/4" MIN EMBED 18° MAX co N 5204 (FACTORY INSTALLED) RIDGE BEAM POST FOOTING SCHEDULE(SQUARE FT) RIDGE BEAM POST SIZE ROOF PANEL Wind Speed Rid a Beam Span ft SNOW LOAD ROOF PROJECTION FT (mph)Gust 10 12 1 14 16 18 ZO s __10_T 12 14 16 18 20 90 2.0 2.0 1 2.5 2.5 2.5 2.5 20 4x4 4x4 4x4 4x4 4x4 4x4 100 2.0 2.5 1 2.5 2.5 3.0 3.0 30 4x4 4x4 4x4 4x4 4x4 4x6 HANG RAIL O 110 2.5 2.5 3.0 3.0 3.0 3.0 40 4x4 4x4 4x4 4x6 4x6 4x6 120 2.5 3.0 3.0 3.0 3.5 3.5 50 4x4 4x6 4x6 4x6 4x6 6x6 N 130 2.5 3.0 3.0 3.5 3.5 4.0 60 4x6 4x6 4x6 6x6 6x6 6x6 ° 70 4x6 4x6 6x6 6x6 6x6 6x6 140 3,0 3.0 3.5 3,5 4.0 4.0 w Of ° Based on max.24 It roof width and 2'footing depth Based on max.24'roof width,max.post height 12' o 2 - 1 3/4" LVL RIDGE BEAM o0 LLJ o OR 2 - 2X DF ° U) #8 SMS 0 8" C/C TYP BOTH SIDES Z 1/4- PLYWOOD s w A o 6017 SIMPSON POST BRACKET PBS44, COMBINED RIDGE BEAM TABLE SIMPS OR POST BR 6017 Douglas Fir-Larch #2 or better Versa-Lam POST SIZE (FOR WIND ZONES BEWWEEN 120 8008 1/4" 0 LAG Double 2"x_" Double 1 3/4°'x_" (SEE TABLE) - 140 MPH GUST, USE CBS044, SCREWS W/ Nominal lumber Dimension Actual Dimension(#.*## Y CBS046, OR CBSQ66) ° 2..1/2" MIN Room Snow Load= 50 p.s.f. m FLOOR CHANNEL EMBED (EA Width Room Projection(inches) 3/8"0 EXPANSION CAULKING DAM REQUIRED TO P A ES P 8 (inches) 12x 120 144 168 192 216 240 0 ANCHOR W/ 2 1/2" SEAL END OF FLOOR 120 2-2 x 12 2-9.250 2-11.875 2-11.875 2-11.875 2-14.000 o MIN EMBED ON SLAB CHANNEL Al POST Q OR 5/8"0 EXPANSION _. 144 2-9.250 2-9,250 2-11.875 2-11.875 2-14.000 2-14.000 0 ANCHOR W/ 7° MIN •�a.. •4i •< 168 2-9.250 2-9.250 2-11.875 2-11.875 2-14.000 2-16.000 EMBED ON FOOTING z z (ABU44 ONLY) � 192 2-9.250 2-11.875 2-11.875 2-14.000 2-14.000 2-16.000 o e••,• • N 4•.• •' - N 216 2-9.250 2-9.250 2-11.875 2-11.875 2-14.000 2-16.000 2-16.000 POURED CONCRETE FOOTING ° i t' i• ?'. 240 2-9.250 2-9.250 2-11.875 2-11.875 2-14.000 2-18.000 2-18.000 (SEE FOOTING SCHEDULE) r 12" MIN. , 264 2-9.250 2-9.250 2-11.875 2-14.000 2-14.000 2-16.000 2-18.000 �-- 12" MIN. SECTION Q 1 288 2-9.250 2-11.875 2-11.875 2-14.000 2-16.000 2-16.000 2-18.000 J SECTION ¢ m F•- � i3 SG- W LI-I COMBINED RIDGE BEAM TABLE COMBINED RIDGE BEAM TABLE anDouglas Fir-Larch #2 or better Versa-Lam Douglas Fir-Larch #2 or better Versa-Lam f Double 2"x_" Double 1 3/4"x_" Double 2"x_" Double 1 3/4"x_" C 1/4" LAG BOLTS W/ Nominal lumber Dimension Actual Dimension(#.###) Nominal lumber Dimension Actual Dimension#.### Q CL v o WASHER 6" FROM BOT, 0 Room Snow Load= 30 p.s.t. Room Snow Load= 60 p.s.f. U 7SOLJ�D� FILL MID POINT AND AT TOP SEE 8008 Width Room Projection(inches) Width Room Projection(inches) a Q SECTION 2 8017 (inches) 96 120 144 168 192 216 240 (inches) 96 120 144 168 192 216 240 F}- 120 2-2 x 8 2-2 x 10 2-2 x 12 2-2 x 12 2-9.250 2-11.875 2-11.875 120 2-2 x 12 2-9.250 2-9.250 2-11.875 2-11.875 2-14.000 2-14.000 �O I 144 2-2 x 10 2-2 x 10 2-2 x 12 2-9.250 2-11.875 2-11.875 2-11,875 144 2-2 x 12 2-9.250 2-11.875 2-11.875 2-11.875 2-14.000 2-16.000 N c fib 2-2 x 10 2-2 x 12 2-9.250 2-9.250 2-11.875 2-11.875 2-14.000 168 2-9.250 2-9.250 2-11.875 2-11.875 2-14.000 2-14.000 2-16.000 N Q v o 192 2-2 x 10 2-2 x 12 2-9.250 2-9.250 2-11.875 2-11.875 2-14.000 192 2-9.250 2-9.250 2-11.875 2-11.875 2-14.000 2-16.000 2-16.000 J �� 216 2-2 x1122- 2 x 12 2-9.250 2-11.875 2-11.875 2-14.000 2-14.000 216 2-9.250 2-9.250 2-11.875 2-14.000 2-14.000 2-16.000 2-18.000 m - BETWEEN 240 2-2 x 9.250 2-9.250 2-11.875 2-11.B75 2-14.000 2-14.000 240 2-9.250 2-11.875 2-11.875 2-14.000 2-16.000 2-16.000 2-18.000 MUWON AND POST 4'x4" OF COV E264 2-2 x9.250 2-9.250 2-11.875 2-11.875 2-14.000 2-16.000 264 2-9.250 2-11.875 2-11.875 2-14.000 2-16.000 2-18.000 2-18.000SECTION A288 2-2 x 9.250 2-11.875 2-11.875 2-11.875 2-14.000 2-16.000 288 2-9.250 2-11.875 2-11.875 1 2-14.000 2-16.000 2-18.000 �AO Nop E 0_ Gfl Of�I• COMBINED RIDGE BEAM TABLE COMBINED RIDGE BEAM TABLE COMBINED RIDGE BEAM TABLE g Douglas Fir-Larch #2 or better Versa-Lam Douglas Fir-Larch #2 or better Versa-Lam Douglas Fir-Larch #2 or better Versa-Lam w Double 2"x_" Double 1 3/4"x_" Double 2"x_" Double 1 3/4"x_" Double 2"x_" Double 1 3/4"x_' ��OF MqS m In a E Nominal lumber Dimension Actual Dimension#.### (Nominal lumber Dimension Actual Dimension(#.### (Nominal lumber Dimension Actual Dimension(#.### �1�� s'9cti FLL J Room Snow Load= 20 ps.f. Room Snow Load= 40 p.s.f. Room Snow Load= 70 p.s.f. ` GA RY J. o Width Room Projection(inches) Width Room Projection(inches) Width Room Projection(inches) O �-w (inches) 96 120 144 168 192 216 240 (inches) 96 120 144 168 192 216 240 (inches) 96 120 144 168 192 216 240 D CIVIL 120 2-2 x 8 2-2 x 8 2-2 x 10 2-2 x 10 2-2 x 12 2-9.250 2-11.875 120 2-2 x 10 2-2 x 12 2-2 x 12 2-9.250 2-11.875 2-11.875 2-14.000 120 2-2 x 12 2-9.250 2-9.250 2-11.875 2-11.875 2-14.000 2-16.000 o C 15L $• 144 2-2 x 8 2-2 x 10 2-2 x 10 2-2 x 12 2-2 x 12 2-9.250 2-11.875 144 2-2 x 10 2-2 x 12 2-9,250 2-9.250 2-11.875 2-11.875 2-14.000 144 2-2 x 12 2-9.250 2-11.875, 2-11.875 2-14.000 2-14.000 2-16.000 A 1ST 192 2-2 x 8 2-2 x 10 2-2 x 12 2-9.250 2-9.250 2-11.875 2-11.875 192 2-2 x 12 2-9.250 2-9.250 2-11.875 2-11.875 2-14.000 2-14.000 192 2-9.250 2-9.250 2-11.875 2-14.000 2-14.000 2-16.000 2-18.000 9�'cF / NA 216 2-2 x 10 2-2 x 10 2-2 x 12 1 2-9.250 1 2-11.875 2-11.875 2-11.875 216 1 2-2 x 12 2-9.250 1 2-11.875 2-11.875 1 2-11.875 2-14.000 2-16.000 216 2-9.250 2-11.875 2-11.875 2-14.000 2-16.000 2-16.000 2-18.000 240 2-2 x 10 2-2 x 12 2-2 x 12 2-9.250 2-11.875 2-11.875 2-14.000 240 1 2-2 x 12 2-9.250 2-11.875 2-11.875 2-14.000 2-14.000 2-16.000 240 2-9.250 2-11.875 2-11.875 2-14.000 2-16.000 2-18.000 264 2-2 x 10 2-2 x 12 2-9.250 2-9.250 2-11.875 2-11:875 1 2-14.000 264 2-9.250 2-9.250 2-11.875 2-11.875 2-14.000 2-16.000 2-16.000 264 1 2-9.250 2-11.875 2-14.000 2-14.000 2-16.000 2-18.000 288 2-2 x 10 2-2 x 12 2-9.250 2-9.250 2-11.875 2-11.875 2-14.000 288 2-9.250 2-9.250 2-11.875 2-11.875 2-14.000 2-16.000 2-16.000 288 2-9.25D 2'11.875 2-14.000 2-14.000 2-16.000 2-18.000 WA FOR CONSTRUCTION Grid-Tied Photovoltaic System Sheet List Sheet No. Sheet Title DC Rating: 7.280 kW PV-000 COVER Johnson, Patricia PV-AO1 SITE PLAN 106 Route 32,suite 10 166 Debbies Lane Franklin,CT06254 PVA02 MODULE LAYOUT Marstons Mills, MA 02648 Phone(860)535-3370 Jurisdiction: City of Barnstable Town PV-A03 DETAILS Fax(413)683-2225 PV-E01 ELECTRICAL DIAGRAM GRID-TIED PHOTOVOLTAIC SYSTEM PV-E02 SYSTEM CALCS 7,280kW DC @ STC Scope of Work: PV-G01 SIGNAGE JOHNSON, PATRICIA RGS Energy shall install a 7.280 kW Grid-tied Photovoltaic("PV") System 166 DEBBIES LANE totaling (26)Solarworld Plus SW 280 Mono Black Modules with 26 En General Notes: ( ) p hase MARSTONS MILLS, MA 02648 Energy M250-60-2LL-S22 Micro- Inverter(s). The Modules shall be flush 1. System follows any/all Fire Code Setbacks per Ordinances of the City Project# 10336224 mounted on the asphalt/comp. shingle roof and interconnected via load side Of Barnstable Town. breaker connection. 2. All projects will comply with the Ordinances of the City of Barnstable DESIGNER Adry Walsh Town. REVIEWER Ash Bowersock 3. Construction Hours: 7am-8pm Monday-Friday, 9am-8pm Saturday, VERSIONDATE 2016-04-21 Equipment Specifications: No time on Sunday or legal Holidays. Module: (26)Solarworld Plus SW 280 Mono Black 4. Product Data Sheets shall be included. REVISIONS Inverter 1: (26) Enphase Energy M250-60-2LL-S22 5. Rooftop penetrations shall be completed and sealed per code by a # By Date Notes Racking: UniRac SolarMount licensed contractor. Attachment Flashing: Eco-Fasten Green-Fasten with 6. All Photovoltaic modules shall be tested and listed by a recognized I CP-SO-Slotted and Aluminum Flashing laboratory. 2 7. Certifications shall include UL1703, IEC61646, IEC61730. 3 8. A continuous ground shall be pro tided for the Array and for all Photovoltaic Equipment. ° Roof Specifications: 9. DC Wiring shall be run in metal conduit or raceways within enclosed s Roof 1: spaces in a building. Asphalt/Comp. Shingle 10. Conduit, Wire systems and Raceways shall be located as close as 2" x 10" Rafters @ possible to ridges, hips, and outside walls. 16"O.C. 11. Conduit between Sub Arrays and to DC Combiners/Disconnects shall use guidelines that minimize the Mal amount of conduit by taking the Pitch: 30° I Azimuth: 219° shortest path. t Array Size: 12 Modules 12. Space Requirements for electrica! equipment shall comply with NEC U 0 Article 110. 13. Equipment grounding shall be sized in accordance with Table X Site Specifications: 250.122. ^t' Occupancy: II 14. Connectors that are not readily accessible and that are used in the Design Wind Speed: 110 MPH circuits operating at or over 30V AC or DC shall require a tool for Exposure Category: B opening and are required to be marked "Do not disconnect under In Mean Roof Height: 25 ft load" or"Not for current interrupting", per 690.33(c)& (e). Ground Snow Load: 30 PSF 15. All signage to be placed in accordance with local building code. Adj. Roof Snow Load: 23.1 PSF 16. Signs or Directories shall be attached to the electrical equipment or located adjacent to the identified ,quipment. 17. Signs should be of sufficient durability to withstand the environment. All Work to be in Compliance With: 18. Any plaques shall be metal or plastic with engraved or machine 2014 National Electrical Code (NEC) printed letters, or electro-plating, in a red background with white 2009 International Residential Code (IRC) lettering, a minimum of 3/8" height and all capital letters. 2009 International Building Code(IBC) 2012 International Fire Code (IFC) 2012 Uniform Mechanical Code (UMC) 012 Uniform Plumbing Code (UPC) Not to Scale MA 780 CMR, 8th Edition -including 2/4/11 revisions to Tables R301.2(4) & R301.2(5) COVER ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other Structures As amended and adopted by City of Barnstable Town PV-000 FOR CONSTRUCTION Equipment on Exterior Wall: Roof Specifications: Equipment Specifications: Roof 1: (E) Utility Meter S/N 2233141 Module: (26)Solarworld?lus SW 280 Mono Black As halt/Com Shin le RGS (E) Utility Meter-Not for Interconnect ( ) p Energy p p �p g ENERGY Inverter 1: 26 En hase Ener M250-60-2LL-S22 2"z 10" Rafters (N)J-Box-P.O.I. via Supply Side Line Tap Y Racking: UniRac SolarMount ENERGY ��',t,,a�,.:,,° (N)PV 60A Fused AC Disconnect g 16" O.C. Attachment Flashing: Eco-Fasten Green-Fasten with Pitch: 30' 1 Azimuth: 219' 106 Route 32,Suite 10 Equipment on Interior Wall: CP-SQ-Slotted and Aluminum Flashing Array Size: 12 Modules Franklin,CT 06254 (E)200A Main Service Disconnect Phone(860)535-3370 (N)AC Combiner Panel w/ Fax(413)683-2225 -(N)PV Prod. RGMeter GRID-TIED t;. • PHOTOVOLTAIC SYSTEM — — — " — — — 7.2801kW DC @ STC — — — _ - JOHNSON PATRICIA — — — — — -— 166 DEBBIES LANE — — — — — MARSTONS MILLS, MA 02648 - — — . — — Project# 10336224 (N) 15'Trench @ 18" Below Grade /? DES ER Adry Walsh Conduit in TrenchREVIEWER: Ash Bowersock ' _ (N)2" PVC .x /+ VERSION GATE 2016 04 21 • (N) PV Array 1: 12 Solarworld03 REVISIONS - Plus SW 280 Mono / Black Modules # .By Date Notes N N O (E) Driveway n Equipment on Exterior Wall: / L (N)PV AC Disconnect- UnFused Equipment on Interior Wall: (E)Single Fa� miIY Dwelli ng 9 - O E Sub Panel. U / - (E)Critical Loads.,Panel. 166 DEBBIES LANE o - m / ca LL Z - Q �(E) Property Line O �E. ill 25' / N SITE PLAN W E NOTE:ALL EXTERIOR CONDUIT ON ROOF AND UNDER EAVES r V -A01 FINAL LOCATIONS TO BE DETERMINED DURING INSTALLATION S FOR CONSTRUCTION PV ARRAY 1 -MECHANICAL LOADS ¢ ' Array Area: 217.9 ftz Total Photovoltaic Dead Load: 3.04 psf RGS Array Weight: 663.6 Ibs Avg. Dead Load per Anchor-1 19.5 Ibs ENERGY Anchor Qty.: 34 106 Route 32,Suite 10 Design Values by Roof Zone: Corner Egde Interior Franklin,CT 06254 Max. UniRac Rail Span: 60 in. O.C. 60 in.O.C. 60 in.O.C. - Phone(860)535-3370 - -- -------------------- - - . ..............._.......- + . Fax(413)683-2225 Max. UniRac Rail Cantilever: 20 in. O.C. 20 in. O.C. 20 in.O.C. Adjusted Anchor Span: 48 in.O._C. 48 in.O.C. 48 in. O.C. -GRID-TIED _ .--- ------- - ----- ------ ---- ----- Downforce Point Load: 393.4 Ibs 393.4 Ibs 393.4 Ibs PHOTOVOLTAIC SYSTEM .. - -- --- - ----. -- ---- Uplift Point Load: -257.3 Ibs -257.3 Ibs -216.6 Ibs Minimum Anchor Strength: 400 Ibs • 7.280kW DC @ STC JOHNSON, PATRICIA Average Safety Factor. 1.72 30'-6" 166 DEBBIES LANE 1' MARSTONS MILLS, MA 02648 Project# 10336224 (N) PV Array on Roof 1: 6-7 DESIGNER; Adry Walsh 12 Solarworld Plus SW 280 Mono Black Modules 22'-11" 01 12 Enphase Energy M250-60-2LL-S22 Micro-Inverters t REVIEWER: Ash Bowersock Asphalt/Comp. Shingle Roof VERSION DATE. 2016-04-21 2"X 10" Rafters @ 16"O.C. Pitch:30° REVISIONS Azimuth:219° # By Date . Notes ———— — ——— -- ———— ———— ———— z .. .. 3 4 N lA • " ----- -'--- ----- ----.- ----- -.---- ----- - O t0 - 15' ————— ————— ————— ————— ————— ————— -- -- " —r--- ----- ----- --——— ————— ----- ----- T-2 m • s . m Z UniRac SolarMount Mounting Notes: • Integrated Full System Grounding and Bonding to UL 2703 _. • Total Quantity of Attachments=62 - N • Roof Zones are defined by dimension, a= 3.0 ft. • Maximum Allowable Cantilever for UniRac Rail is)/the Maximum Rail Span • Racking and Attachment: UniRac SolarMount with Eco-Fasten Green-Fasten with CP-SQ-Slotted and • s Aluminum Flashing attached with 5/16"x 3-1/2" Lag Bolt, Hex Head, 18-8 SS 3/16"= 1'-0" • All Dimensions shown are to module edges, including 1/4 in. Spacing between Modules required when using the Top Clamp Method. • The SolarMount Rails will extend 1-1/2 in. beyond the Module Edge in order to support the End Clamps. , MODULE LAYOUT • UniRac requires one thermal expansion gap(4 in.)for continuous sections of rail greater than 40' in length • Array Installed according to the UniRac SolarMount Design & Engineering Guide PUB14NOV03 S PV-A�2 • Attachment Locations, If shown, are approximate. Final adjustment of attachment location may be necessary depending on field conditions.All attachments are staggered amongst the framing members. FOR CONSTRUCTION N Rail &Anchor Assembly WEEBLug SS Washer '�/11�` •. UniRac Top-Clamp Ground Wire o &Nut RGS 0r S�acK UniRac SolarMount Rail Unirac Rail ENERGY S 2a0M ° UniRac Standard L-Foot SS Bolt o s �N �e • Eco-Fasten Green-Fasten 106 Route 3z suite 10 9\0 Srkn9 Module with CP-SQ-Slotted and Franklin,CT 06254 Spra��GO�P �6` O.G. .Roofto LL Aluminum Flashing ; Phone(860)S35-3370 IN @ p (1)5/16"x 3-1/2" S.S. Lag Fax(413)683-2225 s SS Flat er G SS Bolt Bolt with 2 1/2" Minimum 6 � 1 Washer X8 Sheathing @ GRID-TIED �00f2 2' X$ Fja ens Embedment • - -PHOTOVOLTAIC SYSTEM F,00{? 'Z Grounding Lug & Rail 7.280kW DC @ STC 6 Not to Scale JOHNSON, PATRICIA 166 DEBBIES LANE - STONS MILLS, MA 0 MAR2648 Attachment Detail — Roof 2a Project# 10336224 Attachment Profile - Roof 2 DESIGNER Adrywalsh 1 Scale: 3/4" = V-0" REVIEWER: Ash Bowersock • _ - - - VERSION DATE. 201 6-04-21 S\aGK Ground WEEB & 280Moroe _ Module Clamp. _ REVISIONS 4. Pius SNN�a\6scaP. o # BY 'Date Notes Unirac Solarmount 1.22 in. Bracket w L-Foot II II 39.4 in. (Long Side Down) 2 K Module TYP. _ 6 a , 0ru M0° ® 1-5/8 Sq. UniStrut Mounting �� 8 .t t ?wsg�1 rPO�cax Slotted Channel Holes A ' 16 O G.. Sr�r9�e Ra 05 @ Rooftop Eco-Fasten 6. O.G.G' Green-Fasten With CP-SQ-Slotted And Solarworld N sPra��Go�p 2 X�O. ens °C1 Aluminum Flashing & Plus SW 280 5/16"x 3.5"S.S. Lag Bolt 65.9 in. mono black 2' w/2" Minimum Penetration • Sealed w/Approved Sealant Attachment Detail - Roof 1 P Attachment Profile Roof 1 ; , Y - A 4 = Scale. 1' — 1'70 T B Distance from Module Corner 20" Maxm Roof Framing PV Module Rail Overhang 44_ g Minimum Maximum d �� 20" Max' Lon Side,=A 9.4 in 16.5 in. LL Rail Splice Rail Overhang Short Side*, B N/A N/A Z a - "Top-Clamps CANNOT be used on the Short Landscape: N/A Sides of the Module - oof Anchor �y Portrait: —13.0 in. & Flashing 5 1ZUL Approved Mounting Locations - N Landscape: N/A Not to Scale 0 ors located Portrait: —40.0 in . ernate roof ft _ members �E VARIES Stagger splice locations VMin�of 2 supports 48"Max within the each row of modules on either side of splice DETAILS Anchor Spacin SolarMount Rail with a max spacing of 60" 3 Staggered Attachment Detail T Rail S lice yDetail Not to Scale 4 Not to Scale PV-A03 FOR CONSTRUCTION Grid- Ted .Photovoltaic System. Sheet List _ Sheet No. Sheet Title RGS DC Rating: 7.280 kW PV-000 COVER ENERGY Clear,icuee.Inc.t��:n.+. Johnson, Patricia - PV-A01 SITE PLAN 106 Route 32,suite 10 66.D@bbleS Lane PV-A02 Franklin,CT 06254 MODULE LAYOUT Phone(860)535 3370 Marstons Mills, MA 02648 Fax(413)683-2225 Jurisdiction: City of Barnstable Town ,y PV- DETAILS GRID-TIED PV-EO1 01 ELECTRICAL DIAGRAM PHOTOVOLTAIC SYSTEM -- = PV-E02 SYSTEM CALCS 7.280kW DC @ STC Scope of Work: t PV-G01 SIGNAGE ' JOHNSON, PATRICIA RGS Energy shall install a 7.280 kW Grid-tied Photovoltaic("PV")System 166 DEBBIES LANE MARSTONS MILLS, MA 02648t l Noes: - totaling (26)Solarworld Plus SW 280 Mono Black Modules with (26) Enphase Genera ' r Energy M250-60-2LL-S22 Micro- Inverter(s). The Modules shall be flush -'1. :System follows any/all Fire Code Setbacks per Ordinances of the City Project# 10336224 mounted on the asphalt/comp. shingle roof and interconnected via load side Of Barnstable Town,,= - - breaker connection. 2. 'All projects will comply with the Ordinances of the City of Barnstable DESIGNER: Adry Walsh • Town. .. - - • < 'REVIEWER: Ash Bowersock 3. Construction Hours: 7am-8pm Monday-Friday, 9am-8pm Saturday, VERSION DATE. 2016-04-21 Equipment Specifications: No time on Sunday or legal Holidays. Module: (26)Solarworld Plus SW 280 Mono Black 4. Product Data Sheets shall be included. REVISIONS 5. Rooftop penetrations shall be completed and sealed per code by a ' Inverter 1: (26)Enphase Energy M250-60-2LL-S22 - _ # By Date Notes Racking: UniRac SolarMount licensed contractor. Attachment Flashing: Eco-Fasten Green-Fasten with 6. All Photovoltaic modules shall be tested and listed by a recognized CP-SQ-Slotted and Aluminum Flashing ` laboratory. % 2 7. Certifications shall include UL1703, IEC61646, IEC61730. 3 8. A continuous ground shall be provided for the Array and for all Photovoltaic Equipment. a N 9. DC Wiring shall be run in metal conduit or raceways within enclosed t s Roof Specifications: - _ spaces to a building. t R Roof 1: 10. Conduit,Wire systems and Raceways shall be located as close as a t' Asphalt/Comp. Shingle possible to ridges, hips, and outside walls. 2"x 10" Rafters @ 11. Conduit between Sub Arrays and to DC Combiners/Disconnects'shall 16" O.C. use guidelines that minimize the total amount of conduit by taking the Pitch: 30' 1 Azimuth: 219' shortest path. - Array Size: 12 Modules t 12. Space Requirements for electrical equipment shall comply with NEC Article 110. • • 13. Equipmentgrounding shall be sized in accordance with Table Specifications: Site S ifiti X p 250.122. Occupancy: II 14. Connectors that are not readily accessible and that are used in the- Design Wind Speed: 110 MPH circuits operating at or over 30V AC or DC shall require a tool for - Exposure Category: B opening and are required to be marked"Do not disconnect under Mean Roof Height' 25 ft Toad"or"Not for current interrupting", per 690.33 (c)& (e). LL Ground Snow Load: 30 PSF 15. All signage to be placed in accordance with local building code. I Ad Roof Snow Load: 23.1 PSF Q 1 16. Signs or Directories shall be attached to the electrical equipment or located adjacent to the identified equipment. 17. Signs should be of sufficient durability to withstand the environment. All Work to be in Compliance with: 18. Any,plaques shall be metal or plastic with engraved or machine 2014 National Electrical Code NEC ( ) printed letters, or electro-plating, in a red background with white N 2009 International Residential Code (IRC) lettering, a minimum of 3/8" height and all capital letters. 2009 International Building Code(IBC) 2012 International Fire Code (IFC) ry 2012 Uniform Mechanical Code(UMC) S—E. Not to Scale 2012 Uniform Plumbing Code(UPC) MA 780 CMR, 8th Edition g -including 2/4/11 revisions to Tables R301.2(4)&R301.2(5) COVER ASCE/ANSI 7-05 Minimum Design Loads for Buildings and Other Structures As amended and adopted by City of Barnstable Town PV-000 FOR CONSTRUCTION Equipment on Exterior Wall: - Roof Specifications: "Opt vzz Equipment Specifications: Roof 1: � (E) Utility Meter nt 223314t Module: (26)Solarworld Plus SW 280 Mono Black As halt/Com Shingle G (E) Utility Meter-Not for Interconnect p p• g (N)J-Box- P.O.I. via Supply Side Line Tap Inverter 1: (26) Enphase Energy M250-60-2LL-S22 2"x 10" Rafters @ ENERGY (N)PV 60A Fused AC Disconnect _ Racking:,UniRac SolarMount 16" O.C. ENERGY ti""" `ngia`'"vq'. Attachment Flashing: Eco-Fasten Green-Fasten with Pitch: 30' Azimuth: 219' 106 Route 32,suite 10 Equipment on Interior Wall: CP-SQ-Slotted and Aluminum Flashing Array Size:l 12 Modules Franklin,CT 06254 (E)200A Main Service Disconnect Phone(860)535-3370 (N)AC Combiner Panel w/ - - Fax(413)683-2225 ' -(N)PV Prod. RGMeter - GRID-TIED PHOTOVOLTAIC SYSTEM DC @ STC - — _ JOHNSON, PATRICIA 166 DEBBIES LANE — MA STONS MILLS, MA 02648 Project# 10336224 (N) 15'Trench @ 18" Below Grade - /?� DESIGNER: Adry Walsh N 2" PVC Conduit in Trench REVIEWER: Ash Bowersock ( ) / w / 2016-04-21 (N) PV Array 1; �Y VERSION DATE 12 Solarworld / REVISIONS Plus SW 280 Mono / - # By Date Notes Black Modules / N (E)Driveway Equipment on Exterior Wall: / ± — (N) PV AC Disconnect-UnFusedloot Equipment on Interior Wall: (E)Single Family Dwelling (E)Sub Panel / 166 DEBBIES LANE (E)Critical Loads PanelCn / (E) Property Line r a - , ill-25' / N SITE PLAN \ / W E NOTE: ALL EXTERIOR CONDUIT ON ROOF AND UNDER EAVES \/ FINAL LOCATIONS TO BE DETERMINED DURING INSTALLATION S FOR CONSTRUCTION i PV ARRAY 1 -MECHANICAL LOADS Array Area: 217.9 ftz Total Photovoltaic Dead Load: 3.04 psf RGS Array Weight: 663.6 Ibs Avg. Dead Load per Anchor: 19.5 Ibs ENERGY Anchor tY• 34 Ctc:ire F+c•vve,t3nGeX Sayrr.ga f. 106 Route 32,Suite 10 Design Values by Roof Zone: Corner Egde Interior Franklin,CT 06254 Max. UniRac Rail Span: 60 in. O.C. 60 in.O.C. 60 in.O.C. Phone(860)535 3370 --- ----------- ----- ------ ----- -- ------ ------....--- Fax(413)683-2225 Max. UniRac Rail Cantilever: 20 in. O.C. 20 in.O.C. 20 in.O.C. ........ ......... ... .. ... .._.. _ ..._... Adjusted Anchor Span: 48 O.C.n. O.C. 48 in. O.C. 48 in. GRID-TIED - . .C. t, Downforce Point Load: 393.4 Ibs 393.4 Ibs 393. ........... .............. ..... Uplift Point Load: -257.3 Ibs -257.3 Ibs -216.6 lbs 7.280kW DC @ STC Minimum Anchor Strength: 400 Ibs ° r Average Safety Factor: 10 JOHNSON, PATRICIA 30'-6 166 DEBBIES LANE 1 _ MARSTONS MILLS, MA 02648 = Project# 10336224 (N) PV Array on Roof 1: k DESIGNER: Adry Walsh 12 Solarworld Plus SW 280 Mono Black Modules 22'-11 REVIEWER: Ash Bowersock 12 Enphase Energy M250-60-2LL-S22 Micro-Inverters _ - Asphalt/Comp. Shingle Roof '. _ - + VERSION DATE. 201 6-04-21 2"X 10" Rafters @ 16"O.C. REVISIONS Pitch:30° Azimuth:219° - # BY Date Notes - - - - 2 +, • _ �« .• ————-------- ————— ————— ————— ————— ————— . .. - 3 N r ———— ———— ———— —— ———.—— ————— - - - 15' ----- ----- ----- ----- ----- ----- —.— -- N - ----- ----- -- -- -------- co i UniRac SolarMount Mounting Notes: , • Integrated Full System Grounding and Bonding to UL 2703 • Total Quantity of Attachments=62 • Roof Zones are defined by dimension, a= 3.0 ft. M • Maximum Allowable Cantilever for UniRac Rail is%3 the Maximum Rail Span m - • Racking and Attachment: UniRac SolarMount with Eco-Fasten Green-Fasten with CP-SQ-Slotted and Aluminum Flashing attached with 5/16"x 3-1/2"Lag Bolt, Hex Head, 18-8 SS S—E. 3/16" • All Dimensions shown are to module edges, including 1/4 in. Spacing between Modules required wheni using the Top Clamp Method. w MODULE LAYOUT • The SolarMount Rails will extend 1-1/2 in. beyond the Module Edge in order to support the End Clamps. • UniRac requires one thermal expansion gap (4 in.)for continuous sections of rail greater than 40'in length • Array Installed according to the UniRac SolarMount Design & Engineering Guide PUB14NOV03 5 ��—/`'10� • Attachment Locations, If shown, are approximate. Final adjustment of attachment location may be necessary depending on field conditions.All attachments are staggered amongst the framing members. FOR CONSTRUCTION Rail&Anchor Assembly WEEBLug SS Washer • UniRac Top-Clamp Ground Wire &Nut RGS o�\acK f . UniRac SolarMount Rail SS Bolt Unirac Rail ENERGY $�Mor • UniRac Standard L-Foot � o Cla•:n€�nue Einq;.t 8,:r,r:,;. s SN12 e • Eco-Fasten Green-Fasten2 106 Route 32,suite 10 Q\u 5\jog Module with CP-SQ-Slotted and Franklin,CT 06254 P @ 'O G Aluminum Flashing Phone(860)535-3370 s9ha\�G°gyp a{1e 16 Rooftop O Cs G (1)5/16"x 3-1/2"S.S. Lag SS Flat Fax(413)683-2225 Ft fro Bolt with 2-1/2" Minimum Washer SS Bolt f 2 2 X8. Sheathing ens °C Embedment GRID-TIED °o � Xa,Fta PHOTOVOLTAIC SYSTEM R°°f Z Z GroundingLug & Rail 7.280kW DC @ STC 6 Not to Scale JOHNSON, PATRICIA 166 DEBBIES LANE MARSTONS MILLS, MA 02648 �ach�m�ntetai Dl Roof 2 Project# 10336224 Attachment Profile - Roof 2 2 Scale: 1" V-0" DESIGNER: Adry Walsh 1 Scale: 3/4" = 1'-0" REVIEWER: Ash Bowersock VERSION DATE. 201 6-04-21 Moro g\acK Ground WEEB& o Module Clamp REVISIONS •8 e PwsS�N�a�ascaP o ISolarmount 1.22 in. # BY Date Notes Bracket w/L-Foot 39.4 in: g\ack Module (TYP.) -(Long Side Down) 3 O0&0 o - 1-5/8"Sq. UniStrut � Mounting Slotted Channel j Holes A 4 Q\us \rPo O G - � - A - - � - s 16 Eco-Fasten Shang\e aeis Rooftop p G• Green-Fasten With CP-SQ-Slotted And Solarworld N \�G°cnP X1� FZ cs @16 . Aluminum Flashing & - Plus SW 280 PsPha 2 X 1�,Eta�e . 5/16"x 3.5"S.S. Lag Bolt 65.9 in. - mono black 2' w/2" Minimum Penetration. - Sealed w/Approved Sealant Attachment Detail - Roof 1 hi 1 C c i _ 4 3 Attachment Profile Roof 1 Scale: I" - 1-0 - T X g g 03 Distance from Module Corner 20" Max F Minimum Maximum LL Roof Framing PV Module Rail Overhang _ i� 20" Max Long Side;A 9.4 in. 16.5 in. - _ Rail Overhang Rail S lice Short Side B N/A Z `p, 9 N/A "Top-Clamps CANNOT be used on the Short sa Landscape: N/A -Sides of the Module . oof Anchor Portrait: -13.0 in: ` &Flashing 5 UL Approved Mounting Locations N Landscape: N/A• Not to Scale 0 �it ors located Portrait: -40.0 in. ernate roof members L�J L� �E. „ VARIES Min of 2 ,. ,. .. lice locations supports. Stagger p pp 48"uMax within the each row of modules on either side of splice DETAILS Anchor Spacin SolarMount Rail with a max spacing of 60" 3 Staggered Attachment Detail T Rail S lice Detail Not to Scale 4 PV-A03 .Not to Scale e . ,., , .; ;,; , ,• - "„ n' .,.... - , ', -, 'a. • .. .-. 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