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HomeMy WebLinkAbout0186 BOULDER ROAD 18(o�o�lcle�-�cQ, � � . 0 c� � -��� :r; R �h 4 ,� s .. .. �. r .��� r _ r=.�r. 1" x - `�'_ ;, - � �. .� ,� ...w ,�, Yr ,, �; ..: � '.. ., ,,, ;, �, �:, «-. �, � � � �` >. ,.. , �-' >Y .,� ,. � . , ,_ ,;. . ,,, .< w d a ,,. m ,,. ,,.. x a „- � q } :: ., ;, ,. .� ,. p a ,. - .., ¢- ' .., t d tr' �' " ... .:. ,� t a�, �.,� � � � . t >� _, ,, ,�, z�U x e � ,. �e, -. ,, v k. k ., �., w, , `, �. ,,, .> -n :n ,. �; � � .. ,.. �.. _. ,�. :: .�.� .. .,:,. a+. .. «i 4 .. i '. ,. _; ' 1 TOWN OF BARNSTABLE 29807 OFfNE Permit No. ................ BUILDING DEPARTMENT B°H;a TOWN OFFICE BUILDING Cash 4 a6gq.'° � HYANNIS,MASS.02601 Bond ......�..4113� CERTIFICATE OF USE AND OCCUPANCY Issued to Larry D. Nickulas Address lot #12 186 Boulder Road, -Barnstable , - 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. I 5eptem.6.er..9....... 19 86 Buildi`g"Inspector o I� Assessor's map and. lot 'number n�.. . .. ,.� m 7�"' ..#. � ..-.4 01.k INSTALLED IN CO 9 TITLE 5 �OF THE tp�y - WITH Sewage Permit number"............... / ! ENVIRONMENTAL CODE LA� B9T1 DLE,T®��� QEGU MAO&HOUse number ................................................................ ....... t ,off D M a TOWN "OF BARNSTABLE BUILDING- .I,NSPECTOR APPLICATION FOR 'PERMIT TO //...... .................. ................................ TYPE OF CONSTRUCTION .................. . ................................................... ............ ....................... ....................... ./.�.........19.d TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the fol wing information: Location ........... 5//......../�/ ....... . . ........�......... . .... ... . ....:. I, p ProposedUse ........................ .... ...... ......... ..... ....... .. . ....... ............ .........:............. ... X .....Fire District .................. ......... Zoning District ............... .. ... ...... ........................... 4 Name of Owner ........................ ... ..uc ........:.............. :.......Address AA .. Nameof Builder ................ .................../.................,.........Address ..................................... /.......................................... Name of Architect ..................................................................Address ........................................................... ..................... ....................... Number of Roo Foundation .......... �.. ......� ....... Exierior . ........... .......... :... .. .........Roofing ................ ..................... Floors ............. ....................................................................Interior ............ ..... . ..............................................Plumbing ................ �l6.&-o Heating .. .................................. t Fireplace .....................�.:......................................................Approximate. Cost ............. ... �r ..: .i........... Definitive Plan Approved by Planning Board..9 _________h Yo____19_ S. Area ........l. A.�. . ........ . Diagram of Lot and Building with Dimensions Fee i ..� ......................... SUBJECT TO APPROVALOF BOARD OF HEALTH Tt � ri MN OCCUPANCY PE ITS REQUIRED FOR NEW DWELLINGS ' I hereby agree to conform to all the Rules and Regulations of the Town of Barn table regarding the above construction. Name ........ .. .................. Construction Supervisor's License ...� .............. Ai wl NICKULAS, LARRY D. No ..29.801.... Permit for .....DDR.AtQKY........... Single Family Dwelling t ...................... ............ Lot Location .......�§�. Bqulder Road„............ ........................ Barnstable ............................................................................... Owner ....Larrx.. 14 14.s........................ Type of Construction .........Frame...................... ................................................................................. Plot ... .......................... Lot ................................... Permit Granted ..........Ai gfi s-.i...21 ......1.9 86. Date-of Inspection .......................*............fq Date Completed .... ........19 i :r ix SFr ifyd . } S>t�r5L Itp< ,v n ; 7 i.'� A / t. {�$ .tsr' S3 1k y i 4 l Fri ^+•. I+lM1.f ` { :fi I C A., LOB, Nil 1 V I � wl, - O O Q� — N U� I I s s el IN -AUL A. LEVY ZoN'ED12. F- 1 t �/ b w uqj No 10617 H II 1,4 9 e eI 4fi 15 �� / T/��Y'/o• 7 F r j:.�'� __ /.� r"""� q T ,.�.c t!a Y °„e•' `\_ � •fl D. _per:" PLAN bF I r SCALE L i3 LEVY & ELDREDGE ASSOCIATES, INC. '��6.g��T 1 L I. CERTIFY ' THAT THE f�b�T,a_a �M® N ON THIS PLAN .05 L®CA �1� � TE ;i �a.a a°�a ARCHaECTS _LAND SURVEYORS ;`0 NO. ON THE GROUND AS INOICATE® AND ' �CONFORMS TO THE ZONING L�"49. AS L ^�712 MAIN STREET' d E LAND SUFIVEYCR �. t >:. . = 1 . ,vL 411F` wf nS f a sra PINK DEPT FILE COPY/WHITE 'FIELD COPY rYELCOW APPLICANT COPY Q + RUim J n TOWN OFhBARNSTABLE, MASSACHUSETT$ ` •PERI�i.T - VALIDATIDN x Ami316-0$0 l -0A7E Augu$.t 21 86 Owner . 1.9 PERMIT NO �+ 0 APP4ICANT 22 ADDRESS �� _ r❑ . (NO.)'. ' "(STR EET)�:- :(CONTR'S LICENSE) j PERMIT:70 Build::dWelliAg; :., 2 Sin le Tamil dWellin NUMBER .OF d_l STORY g Y DWELLING UNITS. , ` (T.YPE�QF;IMPROVEMENT) NO . AT PROPOSED (LO.CATION) " ZOt #12..: i3(X�t3iIBM 186 Boulder Road`, Barnstabl,ON.ING RF1. STREET) ISTR,ICT r r; BETWEEN AND ICRO55. STREET) (CROSS STREET) - SUBDIVISION LOT a ' LOT BLOCK SIZE, f - _ BUILDING IS TO BE FT. WIDE BY FT.'LONG BY FT IN,HEIGHT AND SHALL CONFORM IN,CON.STRUCTION TO TYPE USE GROUP ' BASEMENT WALLS OR FOUNDATION (TYPE) - ' Sewage #86-576 -]REMARKS: BOND z AREA OR 1416 s ft VOLUME. Q� ESTIMATED COST ,$ BS,000 FEE MIT 106'50 ." "..(CUBIC/SQUARE " OWNER Lary`)► D: ' Nickolas OX j • ep1 arias S Ort BUILDING DEPT. ADDRESS' Y P. f' BY fIPEe' • �( t i ;a 'rJ r li!I:;.. ...r:•, Y ;t,y' 4 i,�'F»�` r;•A-,.tx. _ ...i. FOUNDATIONS OR FOOTINGS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL " MEMBERS(READY To BEFORE FINAL INSPECTION HAS BEEN MADE. ) 3. FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET { BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS i i I 2 p }� .3 ATING INSPECTING APPROVALS REFRIGERATION INSPECTION APPROVALS e_ZC4 .F BARNST"LEo2o"llp _^ �/ ' yr �I WORK SnAL_ NCT PROCEED UNT:L THE PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD �. INSPECTOR HAS APPROVED -4E VAIICL;S .� WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE CAN BE ARRANGED FOR BY TELEPHONE STAGES OF CONSTRUCTION, __tie.�lairrr. unricir-nrinu Town of Barnstable *Permit#_1? 7 7 Expires 6 months from issue date a sT�B : _;_::: Regulatory Services .... Fee .. . - S� 9 atnss $ s6g9. :..:::.::__..Tii-omas:Y:Geiler,Director ♦0 .: - _ ......_.:..-Building Division- X-PRESS PERMIT--- " --Toni Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601- NOV 2 8 2005' . Office: 508-862-4038 . ... ' :: . ...... .. . . TOWN OF BARNtST�4BLE' Fax: 508-790-6230 :::... _ _:._•:._-.:: . . EXPRESS:PERNITT-APPLICATY_ON - RESEDIENTIAL ONLY. Not Valid without Red X-Press Imprint Map/parcel Number �Q Property Address f 19 to Residential Value of Wol ��0= Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address� � �" Qpy-,z IsL .co i3aqLl", & . enAmA-w�:L a. oj6a3 Contractor's Name Q P(X agyL, Telephone Numbex ®�'39y -,a yy3 Home Improvement Contractor License#(if applicable) Construction Supervisor's.License#(if applicable) 0 3 4o 7 e—D ❑Workman's Compensation Insurance Ch ck one: --;jg. I am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's CompensatioifInsurance Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate'must be on file. Permit Request(check box) Re-roof(stripping old shingles) All construction debris will be taken toE jAnt .QkUA JOLk— Fj Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows. U-Value (maximum.44) 'Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. Home Improvement Contractors License is required. Signature Q:Forms:expmtrg Revise063004 .1 lti Town of Barnstable °^. Regulatory Services Thomas F.Geller,Director 9. I. Building Division Tomperry, Building Commissioner 200 Main Street, liyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A.Builder CA- ,as Owner of the subject property :hereby authorize,'. tQm Q, to act on my behalf, in all matters relative to work authorized bythis building permit application for. WG (Address ofJob) nature of Owner Date Print Name n.cnot�tc•n�s7NF.RPF.RMiCCtON 0 /0 0 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2A Parcel : :Application # 74 10 0 Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee S Date Definitive Plan Approved by Planning Board 1 � Historic - OKH Preservation/Hyannis Project Street Address l li X�U d rr- f4�(j Village Owner c OV) Shia I I Address Telephone 5-D W - 7:3 -7 ke-7 4 Permit Request 1p— S ep--L Jy(: 1 N S(J/ ale_ 1 N SW(ATE 136SEM LN7 C i2t _l NIGH pCP_I n-�EZc (a-- POP-7- f--brnm) Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation D_] 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 I nevi � v �R5 Number of Bedrooms: existing _new o N Total Room Count (not including baths): existing new First Floor R I Count CD Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other = iV 3� Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/c al stove;p Y ❑ No .o o Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) - - - Name 0,rj Telephone Number YO 370n Address b License # I b(]q-,-) Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE I `"l C) 4 - ` FOR OFFICIAL USE ONLY .r w "APPLICATION# I DATE ISSUED us MAP/PARCEL NO. ! ADDRESS. VILLAGE c OWNER DATE OF INSPECTION: : r FOUNDATION: FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL } PLUMBING: ROUGH FINAL " PAS - F4; : _ROUGH - z:�� FINAL F - S i TFINAL BUILDING}1 ,vim c aY a i . DATE CLOSED OUT ASSOCIATION PLAN NO. ,x � c I r i KI, RISE ENGINEERING Federal ID#06-0405629 RI Contractor Registration No 8186 A division of Thielsch Engineering MA Contractor Registration No 120979 CT Contractor Registration No 620120 1341 Elmwood Avenue,Cranston,RI 02910 v CONTRACT(401)784-3700 FAX(401)784-3710 Page 2 THIS CONTRACT IS ENTERED INTO BETWEEN RISE ENGINEERING AND THE CUSTOMER FOR WORK AS ENGINEERING - DESCRIBED BELOW . CUSTOMER PHONE DATE client# John Shull (508)737-8974 07/01/2010 111070 SERVICE STREET BILLING STREET 186 Boulder Road 186 Boulder Road SERVICE CITY,STATE,ZIP BILLING CITY,STATE,ZIP Barnstable,MA 02630 Barnstable,MA 02630 JOB DESCRIPTION RISE Engineering will provide labor and materials to install 132 square fee of 2 part foam insulation to the perimeter of the basement ceiling at the house sill. $600.00 RISE Engineering will apply all applicable,eligible incentives to this contract. You will be billed only the Net amount. Currently,for eligible measures,the Cape Light Compact offers 100%incentive for air sealing. $759.00 RISE Engineering will apply all applicable,eligible incentives to this contract. You will be billed only the Net amount. Currently,for eligible measures,the Cape Light Compact offers 75%incentive,not to exceed$2,000 per calander year. $1,701.00 WE AGREE HEREBY TO FURNISH SERVICES-COMPLETE IN ACCORDANCE WITH ABOVE SPECIFICATIONS.FOR THE SUM OF ***Five Hundred Sixty-Seven &00/100 Dollars $567.00 UPON FINAL INSPECTION AND APPROVAL BY RUSE ENGINEERING.CUSTOMER AGREES TO REMIT AMOUNT DUE IN FULL.INTEREST OF 1%WILL BE CHARGED MONTHLY ON ANY UNPAID BALANCE AFTE DAYS.SEE REV E FOR IMPORTANT INFORMATION ON GUARANTEES,RIGHTS OF RECISION,SCHEDULING,AND CONTRACTOR REGISTRATION. r DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES AUTHORIZED NATURE-RISE ENGINEERING CUSTOMER ACC X E /y NOTE:THIS CONTRACT MAY BE WITHDRAWN BY US IF NOT EXECUTED WITHIN DATE OF ACCEPTANCE — �7! / ACCEPTANCE OF CONTRACT-THE ABOVE PRICES,SPECIFICATIONS AND CONDITIONS ARE SATISFACTORY TO US AND ARE HEREBY ACCEPTED.YOU ARE AUTHORIZED TO DO THE WORK DAYS. AS SPECIFIED.PAYMENT WILL BE MADE AS OUTLINED ABOVE TOVIN OF BAR STABLE 2013 MJV 10 r 1!: 19 RI S E Division of Thielsch Engineering,Inc. 1341 Elmwood Avenue ENGINEERING Cranston,Rhode Island02910 DIVISION May 1, 2013 Thomas Perry, CBO Town of Barnstable Building Division 200 Main Street Hyannis, MA 02601 Re: Insulation permits Dear Mr. Perry, This affidavit is to certify that all insulation work completed for 186 Boulder Road has been inspected by a Building Performance Institute (BPI) certified Professional. All work performed meets or exceeds Federal and State requirement. Sincerely, IL44"T Erik Nerstheimer Supervisor of Installations, BPI certified Building Analyst Professional and Envelope Professional, RISE Engineering, a division of Thielsch Engineering, Inc. . 1341 Elmwood Avenue Cranston, RI 02910 401-784-3700 •800-422-5365 •Fax401-784-3710 THE Town of Barnstable pp Tp� , Expires 6 months from issue Regulatory Services Fee RARNRPAAr , t 9 ASS 6:59 Thomas F. Geiler,Director Building Division Tom Perry, CBO, Building Commissioner 200 Main Street,Hyannis, NIA 02601 www.town.barnstable.ma us Office: 508-862-403 8 Fax: 508-790-623 0 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Val"iddwithout Red X-Press Imprint Map/parcel Number � :f�LG r;Resiydential peAddress /�`"'Value of Work /t /. Minimum fee of$35.00 for work under$6000.00 . Owner's Name &Address ice/ Contractor's Name Telephone Number Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) ❑Worlanan's Compensation Insurance �� 'S pr.R MTr Check one: � P ❑ I am a sole proprietor VI am the Homeowner MAY 2 3 2012 ❑ I have Worker's Compensation Insurance nsurance Company Name OF BARNSTABLE Yorkman's Comp. Policy# -opy of Insurance Compliance Certificate must accompany each permit. ermit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) V/Re-side #of doors 3 3/Replacement Windows/doors/sliders. U-Value 3 (maximum .4-4)#of windows _ *Where required: Issuance of this permit does not exempt compliance with other town department n guiatians,i.e.Historic,Conservation etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License& Construction Supervisors License is required. '7NATURE: Il dPF1LESIF0RMSIbu1lding permit rms1EXPRESS.doe .. Town of Barnstable P�oFt�Teti Regulatory Services anaxsznsi.E, : Thomas F.Geiler,Director MA83- 9q,Al i639• A,�� Building Division fD MA't Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: nu rr / eetQ village "HOMEOWNER": /�'�/ name home phone# work phone# CURRENT MAILING ADDRESS: V Q�1 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 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 or two-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 shall be responsible for all such work performed under the building_permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and req ' e I Signature of Hom >er Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner 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 the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner 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 t amend and adopt such a fomi/certification for use in your community. Q:forms:homeexempt 9 n 1HE Tp Town of Barnstable Regulatory Services sna .EMASS. Thomas F. Geiler,Director qjp .i63q �0 Ts1639 a Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.b arnstab le.ma.us Office: 508-862-4038 Fax: 508-790-6230 el Property er Must Ca fete aid Si`� ; This Sdction If Usin Builder I, as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorize by building permit application for: (Ad ss of Job) Signature of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORM&O W NERP ERM IS S ION TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 6� l C:) Map Parcel ication # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address 1 6 ao,)Uer AA, Village 6 a,rnsP4 bIt Owner s h � � Address O� Telephone 50S 34a- - 335�- D Permit Request Renlace ol(2G k, -elichs-e. 6ree'ZQ 1-,4y, cidd stove ag4l S'Np5 -rran, -Ae 04w 51 i er day � tti�►,do� k,��l, � 6 ' S����r a'h back I/)D Usk Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation / V 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 "o ro Basement Type: mull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (s4.#t)1QQ Number of Baths: Full: existing new Half: existing _ new: Number of Bedrooms: 3 existing _new zM1� Total Room Count (not including baths): existing 5� new First Floor Room Count Heat Type and Fuel: 3'6as ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes 3-Mb" Fireplaces: Existing i New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: alexisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER O HOMEOWNER) Name +� S ' �2� elephone Number Address 46 ApaUer Rd, License # 63-6 36 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Tok th puk),,A SIGNATURE E i FOR OFFICIAL USE ONLY APPLICATION# -,.DATE ISSUED MAP/PARCEL NO. } a €F ADDRESS VILLAGE OWNER r r DATE OF INSPECTION: FOUNDATION FRAME F INSULATION FIREPLACE r t ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING s DATE CLOSED OUT to ASSOCIATION PLAN NO. t . s Town of Barnstable Regulatory Services Thomas F. Geiler, Director 6:Fg..;� � &dlding D271Sion Thomas Perry, CBO, Building Cor'or1'Esio ner 200 Main Strcct, Hyannis,MA 02601' ffww.town.b arms-fa b It.ma.uq Officct 508=862--4038 Fax: 508-790-623C PLAN REVEL Owner SHVC,C_ Map/Parcel: Project Address f 9`1a Builderl�- The following ife=' were noted on reviewing: ov� jRc-o iq Sr0 To eS'7 Tr x s �i4CrT/( - t- 4 X ' Fo s7- - T*P-6 y 6I4 &P t-T e 71 H Q E/ -"C-k . • ,r III Reviewed by: 'THE Town'of Barnstable Regulatory Services Thomas F.Geiler,Director y NAM q,A i639. ��� Building Division rfD AM'1� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: ae; ,�/� street village ("HOMEOWNER": ��`��'!'� 6&&rl name home phone work phone# CURRENT MAILING ADDRESS: 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 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 or two-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 shall be responsible for all such work Derformed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and require t � Signature of Home t Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. , HOMEOWNER'S EXEMPTION t The Code states that: "Any homeowner 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 the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. i To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner 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 t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt ' �VETown of Barnstable ; Regulatory Servic MASS Thomas F.Geiler,Director 0.19. Fn e+16 Building Division To Perry,Building Commis Toner 200 ain Street,Hyannis,MA 02601 .town.bariistable. a.us Office: 508-862-403 8 Fax: 508-790-6230 `Proper . " Own r'Must Complete,an Sig This Section If Usin "A udder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by buil g permit (Address o Job) **Pool fences and alarms are e responsibility o the applicant. Pools are not to be filled before fence s installed and pool are not to be utilized until all final inspectio s are performed and a cepted. Signature of Owner Signature of Applicant Print Name Print N• ame Date Q:FORMS:o W NERPERNO SIONP OOLS �...T-1 yCAA Aa A ---.------\.______.-__.._._�___� �� t , Oki I It )414 ti it Pilo r C',8 Ct1�T1p 1a�.t�)•� t. &A -L ri Malk. UT T a � — r , , : : 1 • , : I • : i ! i Li l r� ! : p I i i • 1 I c Y , : E i I . E - , p I ( I i ! i : _ f I w, : f i i S- oo Groh - sl,d er T � T4 a _ j CA II `� l7 ZN `a A P concre+ Zt 2 C, nd er black w/ r4-er cod e + p P s, �o 1-fome S)(71251 i. -.. 4 Z, r Veneer on � tP' ' : I : : I : I > N , r I t ! j : i I : , , I : j i I : t _ I 1 ! : I i e t : ! I ! ! 1.. , : 1 t ' i I : I J , i I I : t . I CC E i i `�XSk •�t i , + 1 I t �+ s• -.p 4 I , , I • , r- — T' B 6 Oo / I f: �D'Y 4 d i 1 ' ,9, � b, i L o d OT � � M ►7 { ! L VY -4 Z ON 1 F- < i E < w No. 10617 0 7 ' PLAN AN f bp 7 PL IV T_l� L �, /V ASS. SCALEe/�% A'TE Wo LEVY ELDREDGE ASSOCIATES, INC. ]rL M o-r I L 1 CERTIFY THAT THE FOMf��r,D1V ENGINEERS-LAA1Llg":'A3 1� �� PLAN r� ARCHITECTS LOCATED i PLA H PC-LAND SURVEYORS .' ' � ��. � Off, THE GROUND AS INDICATED Ark . : OMFORMS TO THE XONIN'OF MAS 712 MAIN T R E.E.1" ,,C p�a t. �_.. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 3 5 Parcel Application # ® Health Division Date Issued a— Conservation Division Application FeeO Planning Dept. Permit Fee 3S Date Definitive Plan Approved by Planning Board 1 Historic - OKH Preservation / Hyannis f� Project Street Address G Pr oject Village 9pchi -o5h&ke-, Owner 0�n V Address )au Telephone_ �5 ob 1 �a- J.� 5a Permit Request Ck�L C C L, w CAL) c7 6 X\ r v�a� Q r N Co m-cam �,,,�` de'nS(C, C, c c C,G((v1� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 5oo.'aD Construction Type Lot Size 1 .05 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure (10 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: ,4 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_ e� Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Other: ;. cf ri c) JZ Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ C-, o Commercial ❑Yes ❑ No If yes, site plan reviewar # _ Current Use Proposed Use Qv APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name � ICI.`� y l�o v) Telephone Number ��� �3� y 4 0 Address 5 G License # 10 5 9 Home Improvement Contractor# Worker's Compensation # �0 ( 53('50 ALL CONSTRUCTION DEBRIS RESULTING FROM T IS PROJE T WILL BE TAKEN TO � SIGNATURE DATE I D, a� a A FOR OFFICIAL USE ONLY Y V APPLICATION# G-'ATE ISSUED; - — - -- -- .MAP/.PARCEL.NO.,-i x s ADDRESS VILLAGE t OWNER 'i DATE OF INSPECTION: FOUNDATION#' FRAME r 4 f _ INSULATION_I' V FIREPLACE \ ELECTRICAL: ROUGH FINAL f PLUMBING: ROUGH FINAL GAS: ROUGH ts, FINAL FINAL BUILDING:=:r � °. — - -- - DATE CLOSED OUT s. ASSOCIATION PLAN NO. 'r I , t y" OWNER AUTHORIZATION FORM k1V Sy (Owner's Name) owner of the property located at 1 46' T (Property Address) ReAs AA o,--�6 36 (Property Address) hereby authorize (Subcontractor) an authorized subcontractor for RISE Engineering, to act on mybehalf to obtain a building permit and to perform work on my property. ' Owner's Sign re q• a-cJ Date RVE h10V 1- 9 2012 p p t - x Date: ' ( � Thomas Perry, CBO ` Building Division 200 Main Street Hyannis, MA 02601 RE: Insulation Permits Dear Mr. Perry, This affida it is to certify that all work completed at: has been inspected by a certified Building Performance Institute (BPI) Inspector. All work performed meets or exceeds federal and.state requirements. Permit application number: 20 ( 2_6 R'00D Issue date: Sincerely, Francis Sh a I ,"J President Frontier Energy Solutions, Inc. � . Office: 774-237-0410 M w Email. fssfrontierenrgy@gmail.com a TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel y Application # Q 6 Q 3 0 313� Health Division Date Issued , 111 Conservation Division Application Fee S� Z,a Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address I W 1 -ir Village Owner John UI I ul I Address i u bolder col Wm Art b e, Telephone SO3 Jc�}v 113,25 2 3552. P rmit Request ,nU I a V,N W S � t_ rcof not �.Xce�,l `i1Dij he iQ hf Square feet: 1 st floor: existing proposed 2nd floor:'existing proposed Total new Zoning pi Yct ll ,n, Flood Plain Groundwater Overlay Project Valu4 04lY Construction Type a L L Lot Size l o �� yGrandfathered: ❑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.0 b Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new X, Total Room Count (not including baths): existing new First Floor Roor Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ OtherCID Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood oal sto; ❑W ❑-No odetached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ N*Al ttached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review # 4-01 i I,,n I I Current Use ��n ' i 11I 1 Proposed Use 1. dtnhd APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 2 Name i War Telephone Number TDZIW 3310 Address License #pa anp0 - Home Improvement Contractor# � �v _ 3 W. Wad a m M 4 Worker's Compensation # ��V�"I�UVV� �DQ(2, ALL CONSTRUCTION DEBRIS RES LTING FROM THIS PROJECT WILL BETAKEN TA 0 ffauam MA 3 , W SIGNATURE - DATE r s ' ' € _ FOR OFFICIAL USE ONLY APPLICATION# f rt - DATE ISSUED ' E MAP/PARCEL N0: ' ADDRESS VILLAGE R OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE {' _ T L4.- ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH FINAL 4.. GAS: ROUGH FINAL FINAL BUILDING ,. ` DATE CLOSED OUT ASSOCIATION PLAN NO. r Trinity Solar 20 Patterson Brook Road Wareham,MA,02571 (508)291-0007 Date: I, John Shull do hereby grant Trinity Solar the right to sign on -(Homeowners Name) my behalf in all matters regarding the permit applications through the township of Barnstable for the installation of solar panels and all other (Municipality) related work on my property at 186 Boulder Rd Please.accept this (Street Address) document,with full signature,in place of all application signatures.Furthermore,should there be any issues or discrepancies with the paperwork,please contact April Reed at Trinity Solar, 732-780-3779 ext. 9041.or april.reed@trinitysolarsystems.com. Sincerely, 186 Boulder Rd Homeowner's Signature Street Address John Shull Barnstable MA 02630 Print Name City,State,Zip Code 508-362-3352 Phone Number Optimize Engineering Co., LLC P.O. Box 264•Farmville•VA 23901 Ph: 434.574.6138.E-mail: grichardpe@aol.com Richard B. Gordon, P.E. President May 3,2013 Barnstable Building Department Barnstable, MA Re: Solar Electric Panels Roof Structural Framing Support To Whom It May Concern: I hereby certify that I am a Licensed Professional Engineer in the State of Massachusetts. Please note the following conclusions regarding framing structure, roof loading, and photovoltaic system size and proposed site location of installation: 1. . Existing roof framing: Conventional framing 2x8 16" o.c. 10'span (horizontal rafter projection). This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project. 2. Roof Loadinq • 4.33 psf dead load (modules plus all mounting hardware) • 21 psf snow live load (30 psf ground snow live load reference) • Exposure Category B, 115 mph wind uplift live load of 19.6 psf(wind resistance) 3. Solar Photovoltaic System size: 3.25 kw and 13 Hanwha 250 Watt Modules 4. Address of proposed installation: Residence of John Shull,186 Boulder Road Barnstable MA 02630 This installation design will be in general conformance to the manufacturer's specifications, and is in compliance with all applicable laws, codes, and ordinances, and specifically, International Residential Code/ IRC 2009, 2011 NEC, and 2009 ICC Energy Code. The spacing of the UniRac mounting brackets ANCHORAGE/FASTENING of the brackets is at a maximum of 64" o.c. along the rail and using 5/16"x 3 '/Z" length lag bolts, min. 2 per rafter& min. 2" penetration,which is adequate to resist all 115 mph wind live loads including wind shear,to mount rails to rafters while alternating mounting feet between adjacent rafters between rail rows for better distribution of roof load. Rails may be attached to either of two mounting holes in the L-feet. Mounting in the lower hole for a low profile, more aesthetically pleasing installation or mount in the upper hole for a higher profile to maximize airflow under the modules to cool them more. Slide the U-inch mounting bolts into the footing bolt slots.The rails will be attached to the footings with the flange nuts. Very truly yours, Optimize Engineerin Co., LC N OF MASS oy O� GN f✓ r RICHARD BRIAN GORDON i Richard B. Ghidqtr, P E. 0 MECHANICAL Massachuset PE.'L en a No.49993 No.49993 ! �FGISTf;��� � o�SSIONAS- /►ape �G\ -Y C" L r INGINEERING r-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Modules to be mounted flat on roof 13 - 250w Hanwha Modules ` HSL60P6-PA-0-25OT6 1 Array j + + - + - + + - +1 1. ' + + - Enphase Enphase Enphase Enphase Enphase Enphase Enphase Enphase Enphase En ha Enphase Enphase- Enphasef M-215 M-215 M-215 'M-215 M-215.' M-215. -----___;. M-215 M-215. M-215. M 215y M-215i M-215 M 215' Inverter Inverter Inverter Inverter Inverter Inverter. Inverter Inverter Inverter Inverter Inverter Inverter Inverten . Existing 100A 120/240V 10 Main Breaker Loadcenter Install 2p20A Solar Breaker NEC 690.64(B) #8 Bare Copper Bonding Conductor Factory Installed wires to.be-connected to. I junction box l i ' Inverters to be located l Enphase M-215 Micro inverters I. on roof under solar i M215-60-2LL-522/S23 modules s^x81 Soladeck Box 1" EMT SOLAR' 3 - #10 THWN-2 1"EMT PRODUCTION 100A Main 2-space 1 - #.8 THWN=2 METER Maim Lug Subpanel 4- #10 THWN-2 1 2p15A Breaker PVC.,' ]unction Box -S 1" EMT l' 4- #10 THWN-2 �J 3- #1"EMT THWN•2 #,6 THWN-2 GEC 1 -#8 THWN-2 To Existing Grounding electrode. i ' �1 CUSTOMER: Electrical One.Line Diagram. ; 2211 Allenwood Rd. John Shull 3.2.5 KW Solar System I ^SOLAR Wall, NJ 07719 186 Boulder Road 13- 250W Hanwha modules Revision No. 00. TEL. 732-780-3779 Barnstable, Mass 02630 HSL60P6-PA-0-250TB Date:. 5/6/13 FAX. 732-780-6671 Account #: 2013-24382 GAP I Issued/Revisions r. +f '"�' tKi 4.NZE ` I �� Q� No. Description Date - Orientation: SITE dr - # I35�/ tia ca ri ^ tn\ HEIGHT FROM GROUND,LEVEL TO PEAK OF ROOF L r SITE LOCATION I Project Title: JOHN SHULL PRODUCTION METER LOCATED NEXT TO EXISTING METER BACK Project Address: 186 BOULDER RD BARNSTABLE,MA 02630 I , Drawing Title: ROOF 2 PROPOSED 3.25 kW SOLAR SYSTEM rr('rr rrr -rrrrl-�-rrrr-- -rrrrrrrrrr - -r,Frr-rr-rrrr DrawingInformation -r rrrr�rrrrr' 11 r r r - Drawing Date: 5/15/2013 rrrrF�rrrr rr�rrrrrrrrr .LLLLLL- _ rl r .LL_L�,_ - Drawn By: PTC rl r � l -I-L1L „ r 1 rrr 1 r .LLI 1 LI.. Checked By: GAP .CELL LL _ t .LLLI_L Revised By: rr rrrrrr .LEI LLL'. E rr r'-rrrr L.I_ILi-!_ Scale: N.T.S h rr 1 1 r LL_I L ROOF 1 r r r r rr rrr r r rr rrr-r l rr a LL LL 1,L L LLLLL.� System Information: rY-rI rl"l rr j- L LLL_L LU I LLL L L t l l L I L_I. I LLL_ rr rn r r rl L L 1 1 1 LL 1 LL'LL Total System Size: 3.25 kW nr-rrrrl r.. . LI L � Lt L LLIL. L. i r�rrrr ri Lc LLL L �L LL _L .. Total Panel Count: 13 L L L L LLL L LLLLLL Panels Used: Hanwah 250w Lt LLL L L iL L _4..LL L LL _.1_ L LU, ..L ILL. L.1- LL.1_L_LL I LEI_ I L [_LL Panel Spec#: HSL60P6-PA-0-25OTB .LLLLLL L�-CELL .LLL'._LL LLLL'�L .LLLLLL Utility Company: NSTAR 1-IL .L LL LLLLLL .1_�L.LLL .LLLLLL Account Number. 14437330039 .LLL+LL '_LLLL LLLLLL L.LLL LL. L..LLLLL .LI_I..-1..L.L L 1 I_LI_L t.L L.-LI_ l I_t.!_ .LLI_.L_L I.. . I .LI I I..I... LLLL.t_L I L.. LI.. I_.LLI_L'L.. .LLLLLL .LI_I_I_LL .LLLLLL . .LLLLLL .LLLLLL .LLLLLL .LLLL__C.�'LLLLLLtLL'LL LLLLLL - Rev.NO. Sheet l i I ,l i I_I. .LL..'..._L. LLi_LLL LL_✓•LA. LLL ILA—Lt. L LLL .LLLLLL. IL, LL.I_LLL .I.I._t_L L. 1 L.L1!_ LL --ELECT.PANEL LOCATION O (IN BASEMENT) FRONT METER LOCATION ROOF 1 BUILDING ORIENTATION=120° ROOF PITCH (PANEL AREA) =30' Tr * m ; xi ) ROOF 2 `�SOLAR ROOF 2 ORIENTATION=210° RO IF PITCH ( PANEL AREA) =30- 2211 Allenwood Road 877-797-2978 "1.3 MODULES TO BE ON 1.3 M-215 INVERTERS Wall,New le'rsey 07719 www.Trinity-Solar.com I f RMOUN TM so Code-Compliant Installation Manual 227.3 U.S.Des.Patent No.D496,248S,D496,249S. Other patents pending. • �., 0-ffidzy. ni }�7 �s • Table of Contents • LInstaller's Responsibilities .................................................................2 Part I.Procedure to Determine the Design Wind Load............... ............................3 Part H.Procedure to Select Rail Span and Rail Type.............................................10 • Part III.Installing SolarMount [3.1.] SolarMount rail components................................................14 [3.2.]Installing SolarMount with top mounting clamps.... ............... ............15 • [3.3.] Installing SolarMount with bottom mounting clips .............................21 [3.4.]Installing SolarMount with grounding clips and lugs ..........:.................25 ONEUNIRAC , A HILTI GROUP COMPANY Unirac welcomes input concerning the accuracy and user-friendliness of this publication.Please write to publications@unirac.com. W U N I RAC Unirac Code-Compliant Installation Manual SolarMount 4 _ L Installer's Responsibilities Please review this manual thoroughly before installing your SolarMount is much more than a product. SolarMount system. It's a system of engineered components that can be assembled This manual provides(1)supporting documentation for into a wide variety of PV mounting structures.With building permit applications relating to Unirac's SolarMount SolarMount you'll be able to solve virtually any PV module Universal PV,Module Mounting system,and(2)planning and mounting challenge. assembly instructions for SolarMount It's also a system of technical support:complete installation SolarMount products,when installed in accordance with and code compliance documentation,an on-line SolarMount this bulletin,will be structurally adequate and will meet Estimator,,person-,to-person customer service,and design the structural requirements of the IBC 2009,ASCE 7-05 assistance to help you solve the toughest challenges. and California Building Code 2010(collectively referred to This is why SolarMount is PV's most widely used mounting as"the Code").Unirac also provides a limited warranty on system. SolarMouiitproducts(page 26). .The installer is solely responsible for, • Complying with all applicable local or national building codes, including any that may supersede this manual; • Ensuring that Unirac and other products are appropriate for the particular installation and the installation environment; • Ensuring that the roof, its rafters,connections, and other structural support members can'support the array under all code level loading conditions (this total building assembly is referred to as the building structure); • Using only Unirac parts and installer-supplied parts as specified by Unirac (substitution.of parts may void the warranty and invalidate the letters of certification in all Unirac publications); • Ensuring that lag screws have adequate pullout strength and shear capacities as installed; • Verifying the strength of any alternate mounting used in lieu of the lag screws; Maintaining the waterproof integrity of the roof, including selection of appropriate flashing • Ensuring safe installation of all electrical aspects of the PV array; Ensuring correct and appropriate design parameters are used in determining the design loading used for design of the specific installation. Parameters, such as snow loading,wind speed, exposure and topographic factor should be confirmed with the local building official or a licensed professional engineer. r;ge s I SolarMount Chirac Code-Compliant Installation Manual ; U N I RAC Part I. Procedure to Determine the Design Wind Load [1.1.] Using the Simplified Method -ASCE 7-05 The procedure to determine Design Wind Load is specified for more clarification on the use of Method I.Lower design by the American Society of Civil Engineers and referenced in wind loads maybe obtained by applying Method II from ASCE the International Building Code 2009. For purposes of this 7-05.Consult with a licensed engineer if you want to use document,the values,equations and procedures used in this Method II procedures. document reference ASCE 7-05,Minimum Design Loads for The equation for determining the Design Wind Load for Buildings and Other Structures. Please refer to ASCE 7-05 if components and cladding is: you have any questions about the definitions or procedures presented in this manual.Unirac uses Method 1,the Simplified Method,for calculating the Design Wind Load for pnet(psf)=.lKZtlpner3o pressures on components and cladding in this document: pnet(psf)=Design Wind Load The method described in this document is valid for flush,no tilt,SolarMount Series applications on either roofs or walls. A=adjustment factor for building height and exposure category Flush is defined as panels parallel to the surface(or with no more than 3"difference between ends of assembly)with no KZt=Topographic Factor at mean roof height,h(ft) more than 10"space between the roof surface,and the bottom of the PV panels. I=Importance Factor This method is not approved for open structure calculations. pner3o(psf)=net design wind pressure for Exposure B,at height= Applications of these procedures is subject to the following 30 feet,I=1.0 ASCE 7-05 limitations: 1.The building height must be less than 60 feet,h<60. See note for determining h in the next section. For installations You will also need to know the following information: on structures greater than 60 feet,contact your local Unirac Distributor. Basic Wind Speed= V(mph),the largest 3 second gust of wind in 2.The building must be enclosed,not an open or partially the last 50 years. enclosed structure,for example a carport. h(ft)=total roof height for flat roof buildings or mean roof height 3.The building is regular shaped with no unusual geometrical for pitched roof buildings irregularity in spatial form,for example a geodesic dome. Roof Pitch(degrees) 4.The building is not in an extreme geographic location such as a narrow canyon or steep cliff. This manual will help you determine: 5.The building has a flat or gable roof with a pitch less than 45 (f Effective Wind Area s degrees or a hip roof with a pitch less than 27 degrees. )=minimum total continuous area of modules being installed(Step 2) 6.If your installation does not conform to these requirements please contact your local Unirac distributor or a local Roof Zone=the area of the roof you are installing the pv system professional engineer. according to Step 3. If your installation is outside the United States or does not Roof Zone Dimension=a(ft)(Step 3) meet all of these limitations,consult a local professional engineer or your local building authority.Consult ASCE 7-05 Exposure Category(Step 6) [1.2.] Procedure to Calculate Total Design Wind The procedure for determining the Design Wind Load can be Step 2:Determining Effective Wind Area broken into steps that include looking up several values in Determine the smallest area of continuous modules you will different tables.Table 5 has been provided as a worksheet for be installing. This is the smallest area tributary(contributing the following 9 steps(page 8) load)to a support or to a simple-span of rail.That area is the Effective Wind Area,the total area of the fewest number of Step 1:Determine Basic Wind Speed,V(mph) modules on a run of rails.If the smallest area of continuous modules exceeds 100 sq ft,use 100 sq ft(See Table 2). If less, Determine the Basic Wind Speed, V(mph)by consulting your round down to values available in Table 2. local building department or locating your installation on the maps in Figure 1,page 4. Page :'■'U N I RAC unirac Code-Compliant Installation Manual SolarMount 90(40) 1};. 100(45) :(38 m/s) " a,., 110(49) . t 12.0(54) 90 mph (40 m/s) 90 mph 130(58) 0. Zi 14o s3 Miles per hour tr3i m 1( e ers per second) Figure 1.Basic Wind Speeds.Adapted and. 130(58) applicable to ASCE 7-05.Values are nominal 140(63) '140(63) 140(63) design 3-second gust wind speeds at 33 feet �50(m above ground for Exposure Category C. 150(67) gp(gp) ji:U:t Spedal Nnd Reg10n 100(45) 130(58) 110(49)120(54)' Step 3:Determine Roof/Wall Zone The Design Wind Load will vary based on where the installation is located on a roof. Arrays may be located in more than one roof zone. Using Table 1,determine the Roof Zone Dimension Length,a (ft),according to the width and height of the building on which you are installing the pv system. Table (..Determine R'oof/Wall Zone,dimension (a) according to building width and height a= 10 percent of the least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of the least horizontal dimension or 3 ft of the building. Roof Least Horizontal Dimension(ft) Height(ft) 10 15 20 25 30 40 50 60 70 80 90 100 125 150 175 200 300 400 500 1Q ' 3 3 __3 ....4.. 4- 4- 4 4' �_4 �.4'- 5- --6._. 7 8 12 16 -20 15 3 3 3 3 3 4 5 6 6 ' 6 6' 6 6 6 7 8 12 16 20 20. _ __3__ 3- —3 _3---3—_4 5 -6- -...7. T 8.._,_8— 8, _ 8 ---,8-,- 8. 8�12 _ :16.__.20 25 3 3 3 3 3 , 4 5 6 7 8 9 10 10 10 10 10 12 16 20 _ 30 F_^._ _. 3 3 r 3. -3 _ 3 4 5. _mob . _ 7 +8_�.• 9. _ 10; _121-_121 12 �12w ..12 ;16 20 ' 35 3 3 -3 3 3 4 5 6 7 8 9 10 12.5 14 14 14 14 16 20 .40 _3_..-.. -3 _3..__3 _ 3- 4 . . 5 _ 6 7__.- 8. . .9 _ 10,:._12.5._.. 15 - 16 16 16 .16__..20 45 .3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 18 18 1820 50 ,_3�_. 3 _. .:. a _8^_-9 w_ 10�_125 _1.5 17.5 .20 20210... . _ __ . _ _3.�.�_3-,...- 3 4 - -:5-_6 ._...7 _ 20 60 3 . 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 20 24 24 24 Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6,Figure 6-3, p.41. Page • r , .. SolarMount Unirac Code-Compliant Installation Manual O U N I RAC Step 3:Determine Roof Zone(continued) Using Roof Zone Dimension Length,a,determine the roof zone locations according to your roof type,gable,hip or monoslope. Determine in which roof zone your pv system is located,Zone 1,2,or 3 according to Figure 2. Figure 2.Enclosed buildings,wall and roofs Flat Roof Hip Roof(7° < A <_ 27°) -•. h \4a h } �e> a I ya 4 3 ,•a�''�a�- f Gable Roof( 8 <_ 7°) Gable Roof(7° < A <_ 45°) �- h a ' '7 i ❑ Interior Zones End Zones Corner Zones Roofs-Zone I/Walls-Zone 4 Roofs-Zone 2/Walls-Zone 5 Roofs-Zone 3 Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, p.41. Step 4:Determine Net Design Wind Pressure,pnet3o(psf) Both downforce and uplift pressures must be considered Using the Effective Wind Area(Step 2),Roof Zone Location in overall design. Refer to Section II,Step 1 for applying (Step 3),and Basic Wind Speed(Step 1),look up the downforce and uplift pressures.Positive values are acting appropriate Net Design Wind Pressure in Table 2,page 6. 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Step 5:Determine the Topographic Factor,Kzt For the purposes of this code compliance document,the SURFACE ROUGHNESS c: has open terrain with scat- Topographic Factor,Kt,is taken as equal to one(1),meaning, tered obstructions having heights generally less than the installation is surrounded by level ground(less than 10% 30 feet. This category includes flat open country, slope). If the installation is not surrounded by level ground, grasslands,and all water surfaces in hurricane prone please consult ASCE 7-05,Section 6.5.7 and the local building regions. authority to determine the Topographic Factor. SURFACE ROUGHNESS D:has flat,unobstructed areas and water surfaces outside hurricane prone regions. Step 6:Determine Exposure Category(B,C,D) This category includes smooth mud flats,salt flats,and unbroken ice. Determine the Exposure Category by using the following definitions for Surface Roughness Categories. Also see ASCE 7-05 pages 287-291 for further explanation and explanatory photographs,and confirm your selection with the The ASCE/SEI 7-05 defines wind surface roughness local building authority. categories as follows: SURFACE ROUGHNESS B: is urban and suburban areas, wooded areas,or other terrain with numerous closely spaced obstructions having the size of single family dwellings_ ` ease as U N I RACo unirac Code-Compliant Installation Manual SolarMount Step 7:Determine adjustment factor for height and Table 4. Adjustment Factor (A) for Roof Height& exposure category,.A Exposure Category Using the Exposure Category(Step 6)and the roof height, h(ft),look up.the adjustment factor for height and exposure in mean roof Exposure Table 4. height(h) B C D 15 1.00 1.21 1.47 Step 8:Determine the Importance Factor,I 20 1.00 1.29 1.55 25 1.00 1.35 1.61 Determine if the installation is in a hurricane prone region. 30 1.00 1.40 1.66 Look up the Importance Factor,1,Table 6,page 9,using the 3S 1.05 1.45 1.70 occupancy category description and the hurricane prone 40 1.09 1.49 1.74 region status. 4S 1.12 1.53 1.78 s0 1.16 1.56 1.81 S5 1.19 1.59 1.84 Step 9:Calculate the Design Wind Load,pnet(Psf) 60 1.22 1.62 1.87 Multiply the Net Design Wind Pressure,pnet3o(psf)(Step 4)by, the adjustment factor for height and exposure,A (Step 7),the . Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6,Figure b-3, p.44. Topographic Factor,Kzt(Step 5),and the Importance Factor,l (Step 8)using the following equation,or Table 5 Worksheet. pnet(Psf)_AKzt1 pnet3o pnet(Psf)=Design Wind Load(10 psf minimum) A=adjustmentfactorfor height and exposure category(Step 7) Kzt= Topographic Factor at mean roof height,h(ft)(Step 5) I=Importance Factor(Step 8) pnet3o(PSO=net design wind pressure for Exposure B,at height= 30,1=1 (Step 4) Use Table 5 below to calculate Design Wind Load. The Design Wind Load will be used in Part II to select the appropriate SolarMount Series rail,rail span and foot spacing. In Part II,use both the positive(downforce)and the negative (uplift)results from this calculation. 4 Table 5.Worksheet for Components and Cladding Wind Load Calculation:IBC 2009,ASCE 7-05 Variable Description Symbol Value - Unit Step Reference Building Height h� "` ft _ Building,Least Horizontal Dimension ft Roof Pitch degrees. Exposure Category 6 Basic Wind Speed V a mph 4 I' Figure Effective Wind Area sf 2 Roof Zone Setback Length a ft 3 Table I I. Roof Zone Location 3 Figure 2 Net Design Wlnd Pressure _ - 19net36 r+ _ psf 4 Table 2,3 ' Topographic Factor Kzt x 5 Adjustment factor for height and exposure_ category _ l _ _ _•x _ 7 r Table 4 Importance Factor 1 x 8 Table 5 Total Design Wind Load +� pnel_ 9 Rp SolarMount Chirac Code-Compliant Installation Manual 0'U N I RAC Table 6.Occupancy Category Importance Factor Non-Hurricane Prone Regions and Hurricane Prone Regions Hurricane Prone Re- with Basic Wind Speed,V= gions with Basic Wind Category CategoryDesicription. Building Type Examples 85-100 mph,and Alaska Speed,V>100mph I Buildings and other Agricultural facilities 0.87 0.77 structures that Certain Temporary facilities represent a low Minor Storage facilities hazard to human life in the event of failure, including,but limited to: All buildings and other II structures except those I I listed in Occupancy Categories I,111,and IV. Buildings and other Buildings where more than 300 people congregate structures that Schools with a capacity more than 250 1.15 1.15 III represent a substantial Day Cares,with a capacity more than 150 hazard to human life in Buildings for colleges with a capacity more than 500 the event of a failure, Health Care facilities with a capacity more than 50 or including,but not limited more resident patients to: Jails and Detention Facilities • Power Generating Stations • Water and Sewage Treatment Facilities • Telecommunication Centers • Buildings that manufacture or house hazardous materials Buildings and other Hospitals and other health care facilities having 1.15 1.15 structures designated surgery or emergency treatment IV as essential facilities, Fire,rescue,ambulance and police stations including,but not limited Designated earthquake,hurricane,or other to: emergency shelters • Designated emergency preparedness communication, and operation centers • Power generating stations and other public utility facilities required in an emergency • Ancillary structures required for operation of Occupancy Category IV structures • Aviation control towers,air traffic control centers,and emergency aircraft hangars • Water storage facilities and pump structures required to maintain water pressure for fire suppression • Buildings and other structures having critical national defense.functions Source: IBC 2009,Table 1604.5,.Occupancy Category of Buildings and other structures,p.281;ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Table 6-1,p.77 Page i t U N I RAC Unirac Code-Compliant Installation Manual SolarMount Part H. Procedure to Select Rail Span and Rail Type [2.1.] Using Standard Beam Calculations, Structural Engineering Methodology The procedure to determine the Unirac SolarMount series The Total Design Load,P(psf)is determined using ASCE 7-05 rail type and rail span uses standard beam calculations and- '2.4.1 (ASD Method equations 3,5,6 and 7)by adding the Snow structural engineering methodology. The beam calculations Loadl,S(psf),Design Wind Load,pnet(psf)from Part I,Step 9 are based on a simply supported beam conservatively,ignoring and the Dead Load(psf).Both Uplift and Downforce Wind the reductions allowed for supports of continuous beams over Loads calculated in Step 9 of Part 1 must be investigated. Use multiple supports.Please refer to Part I for more'information Table 7 to calculate the Total Design Load for the load cases. on beam calculations;equations and assumptions.If beams Use the maximum absolute value of the three downforce cases are installed perpendicular to the eaves on a roof steeper than and the uplift case for sizing the rail.Use the uplift case only a 4/12 pitch in an area with a ground snow load greater than for sizing lag bolts pull out capacities(Part II,Step 6).Use the 30psf,then additional analysis is required for side loading on following equations or Table 7. the roof attachment and beam. In using this document,obtaining correct results is P(psf)=LOD+LOS1 (downforce case 1) dependent upon the following: 1.Obtain the Snow Load for your area from your local building P(psf)=LOD+1.Opnet(downforce case 2) official. 2.Obtain the Design Wind Load, P(psf)=1.OD+0.75S1+a75pna(downforce case 3) g pnet. See Part I(Procedure to Determine the Design Wind Load)for more information on P(psf)=0.6D+LOpnet (uplift) calculating the Design Wind Load. 3.Please Note:The terms rail span and footing spacing D=Dead Load(psf) are interchangeable in this document. See Figure A for illustrations. - S=Snow Load(psf) 4.To use Table 8 and Table 9 the Dead Load for your specific installation must be less than 5 psf,including modules and + pnet=Design Wind Load(psf)(Positive for downforce,negative Unirac racking systems. If the Dead Load is greater than 5 for upli) psf,see your Unirac distributor,a local structural engineer or contact Unirac. The maximum Dead Load,D(psf),is 5 psf based on market research and internal data. The following procedure will guide you in selecting a Unirac i Snow Load Reduction-The snow load can be reduced according rail for a flush mount installation.It will also help determine 'to Chapter 7 of ASCE 7-05. The reduction is a function of the roof the design loading imposed by the Unirac PV Mounting slope,Exposure Factor,Importance Factor and Thermal Factor. Assembly that the building structure must be capable of Please refer to Chapter 7 ofASCE 7-OS for more information. supporting. Step 1:Determine the Total Design Load Figure 3.Rail span and footing spacing are interchangeable. x w, a Rai oaJ a�co\ Span Or L 909eo o ,i* F c of s pacigg Note:Modules must be centered symmetrically on the rails(+/-2 9,as shown in Figure 3. 10 SolarMount Ulnirac Code-Compliant Installation Manual ;;'U N I RAC Table 7. ASCE 7 ASD Load Combinations Description Variable Down(orce Case 1 Down(orce Case�2 -Down(orce Case 3 :�.'.. 'Upl�(t - '` units Dead Load D I.0 x 10 is 1.0 x 14A4 - psf Snow Load S 1.0X + _' w 0.75x + - sf Design Wind Load Pnet I 0 z + 0.75 x + gl 0 x ""Y psf Total Design Load P =, psf Note:Table to be filled out or attached for evaluation. Step 2:Determine the Distributed Load on the rail, Step 3:Determine Rail Span/L-Foot Spacing w(plf) Using the distributed load,w,from Part II,Step 2,look up the Determine the Distributed Load,w(plf),by multiplying the allowable spans,L,for each Unirac rail type,SolarMount(SM) module length,B(ft),by the Total Design Load,P(psf)and and SolarMount Heavy Duty(HD). dividing by two.Use the maximum absolute value of the three downforce cases and the Uplift Case. We assume each module The L-Foot SolarMount Series Rail Span Table uses a single is supported by two rails. L-foot connection to the roof,wall or stand-off. Please refer to w=PB/2 the Part III for more installation information. w=Distributed Load(pounds per linear foot,plf) B=Module Length Perpendicular to Rails(ft) P= Total Design Pressure(pounds per square foot,psf) Table 8.L-Foot SolarMount Series Rail Span SM-SolarMount HD-SolarMount Heavy Duty Span Distributed Load oundsllinearfoot) (ft) 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 2 SM SM SM SM SM SM SM SM SM sM SM SM SM SM SM SM, 2.5 SM SM SM SM SM SM SM SM SM SM SM SM SM HD 'HD HD 3 SM SM SM. .SM, sm- SM. ,SM SM SM --;SM SM HD HD HD HD 'HD 3.5 SM SM sM SM SM SM SM SM," SM SM '�`HD�" HD HD HD 4 SM SM SM SM SM SM SM sm' SM HD� HD HD HD 4.5 SM SM sM sM SM SM SM SM HD HD �HDJ 5 SM SM sM Sm. SM SM sM SM HD HD 5.5 SM sM SM SM sM' SM SM ,HD, HD HD_ 6 SM SM SM SM SM. SM c SM HD HD 6.5 SM SM SM SM SM SM SM HD HD 7 SM SM SM SM, SM, SM HD HD; 7.5 SM SM SM SM SM--. GSM tl�HD HD 8 SM SM SM SM SM SM� HD HD HD 8.5 SM SM SM' SM SM : HD. 9 SM SM SM SM i HD HD ''v HD 9.5 SM sM- SM- SM, HD HD' ° �HD 10 SM SM SM HD HD- HD HD 10.5 SM SM SM 'HD HD - HD 11 SM SM HD, HD HD' HD" 11.5 SM HD HD HD HD HD 12 SM HD HD ` . HD HD" HD Page ::°U N I RAC unirac Code-Compliant Installation.Manual SolarMount Step 4:Select Rail Type Step 5:Determine the Downforce Point Load,R(lbs), Selecting a span and rail type affects the price of your at each connection based on rail span installation. Longer spans produce fewer wall or roof . When designing the Unirac Flush Mount Installation,you penetrations.However,longer spans create higher point load must consider the downforce Point Load,R(lbs)on the roof forces on the building structure. A point load force is the structure. amount of force transferred to,the building structure at each The Downforce,Point Load,R(lbs),is determined by connection. multiplying the Total Design Load,P(psf)(Step 1)by the Rail It is the installer's responsibility to verify that the building Span,L(ft)(Step 3)and the Module Length Perpendicular to structure is strong enough to support the point load the Rails,B(ft)divided by two. forces. R(lbs)=PLB/2 R=Point Load lbs P Total Design Load(psf) L=Rail Span(ft) B=Module Length Perpendicular to Rails(ft) It is the installer's responsibility to verify that the building structure is strong enough to support the maximum point loads calculated according to Step 5. Table 10.Downforce Point Load Calculation Total Design Load(downforce) (max of case 1,2 or 3): P psf Step I Module length perpendicular to rails: B n x ft Rail Span: L x ft Step 4 .. l2 Downforce Point•Load: R lbs N i- Ng tl SolarMount Llnirac Code-Compliant Installation Manual : U N I RAC Step 6:Determine the Uplift Point Load,R(lbs),at each connection based on rail span You must also consider the Uplift Point Load,R(lbs),to determine the required lag bolt attachment to the roof (building)structure. Table 11.Uplift Point Load Calculation Total Design Load(uplift): P psf Step 1 Module length perpendicular to rails: B is ft Rail Span: L x ft Step 4 /2 Uplift Point Load: R lbs Table 12 Lag pull-out(withdrawal)capacities(lbs)in typical roof lumber(ASD) Use Table 12 to select a lag bolt size and embedment depth to Lag screw specifications satisfy your Uplift Point Load. s Force,R(lbs),requirements. Specific /6" shaft,* Divide the uplift pointload(from gravity per inch thread depth Table 11)by the withdrawal capacity in the 2nd column of Douglas Fir,Larch 0.50 266 Table 12. This results in inches Douglas Fir,South 0.46 235 of 5/16 lagbolt embedded thread depth needed to counteract the Engelmann Spruce,Lodgepole Pine uplift force.If other than lag (MSR 1650 f &higher) 0.46 235 § bolt is used(as with a concrete or steel),consult fastener mfr Hem,Fir,Redwood(close grain) 0.43 212 l documentation. Hem,Fir(North) 0.46 235 Thre ad It is the installer's responsibility Southern Pine 0.55 307 depth p ty to verify that the substructure Spruce,Pine,Fir 0.42 205 and attachment method is strong enough to support the Spruce,Pine,Fir maximum point loads calculated (E of 2 million psi and higher according to Step 5 and Step 6. grades of MSR and MEL) 0.50 266 Sources:American Wood Council,NDS 2005,Table 11.2A,11.3.2A. Notes:(1)Thread must be embedded in the side grain of a rafter or other structural member integral with the building structure. (2)Lag bolts must be located in the middle third of the structural member. (3)These values are not valid for wet service. (4)This table does not include shear capacities. If necessary,contact a local engineer to specify lag bolt size with regard to shear forces. (5)Install lag bolts with head and washer flush to surface(no gap).Do not over-torque. (6)Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary.See Table 10.3.1 in the American Wood Council NDS for Wood Construction. *Use flat washers with lag screws. ease 13 -- 1 , r an U N I RAC unirac Code-Compliant Installation Manual SolarMount Part III. Installing SolarMount The Unirac Code-Compliant Installation Instructions support applications for building permits for photovoltaic arrays using Unirac PV module mounting systems. This manual, SolarMount Planning and Assembly, governs installations using the SolarMount and SolarMount HD (Heavy Duty) systems. [3.1.] SolarMount rail components �-- • © p O 09 Figure 4.SolarMount standard rail components. ORail —Supports PV modules. Use two per row of lock washer for attaching L-foot. Flashings:Use one per modules. Aluminum extrusion,anodized. standoff. Unirac offers appropriate flashings for both standoff types. © Rail splice-Joins and aligns rail sections into single Note:There is also a flange type standoff that does not length of rail. It can form either a rigid or thermal require an L-foot. expansion joint,8 inches long,predrilled. Aluminum Q Aluminum two-piece standoff(optional)(4"and 7") — extrusion,anodized. Use one per L-foot. Two-piece:Aluminum extrusion. Includes 3/8"x 3/4"serrated flange bolt with EPDM © Self-drilling screw— No.10 x 3/4") —Use 4 per rigid washer for attaching L-foot,and two 5/16"lag bolts. splice or 2 per expansion joint. Galvanized steel. O Lag screw for L-foot(5/16")—Attaches standoff to rafter. OL-foot—Use to secure rails either through roofing material to building structure or standoffs. Refer to �i Top Mounting Clamps loading tables for spacing.Note:.Please contact Unirac for use and specification of double L-foot Top Mounting Grounding Clips and Lugs © L-foot bolt(3/8" x 3/4") —Use one per L-foot to secure rail to L-foot. Stainless steel. Installer supplied materials: O 'Flange nut(3/8")—Use one per L-foot to secure rail to Lag screw for L-foot—Attaches L-foot or standoff to L-foot. Stainless steel. rafter.Determine the length and diameter based on pull- out values. If lag screw head is exposed to elements,use stainless steel. Under flashings,zinc plated hardware is O Flattop standoff(optional) (3/8") —Use standoffs to adequate. increase the height of the array above the surface of the roof or to allow for the use of flashings. Use one per L-foot. One piece:Service Condition 4(very severe) Waterproof roofing sealant—Use a sealant appropriate zinc-plated-welded steel. Includes 3/8"x 3/4"bolt with to your roofing material.Consult with the company currently providing warranty of roofing. SolarMount Unirac Code-Compliant Installation Manual :F U N I RAC [3.2.] Installing SolarMount with top mounting clamps This section covers SolarMount rack assembly where the installer has elected to use top mounting clamps to secure modules to the rails. It details the procedure for flush mounting SolarMount systems to a pitched roof. #P� '�' �^ #mil ♦#-. K . �I Mid Clamp End Clamp -*L foot SolarMount Rail Solar,Moun-t Rail Figure 5.Exploded view of a flushmount installation mounted with L feet. Table 13.Wrenches and' torque All top down clamps must be installed with anti- seize to prevent galling and provide uniformity Wrench Recommended in clamp load. UniRac Inc recommends Silver size torque(ft-lbs) Grade LocTite Anti-Seize Item numbers:38181, 80209,76732,76759,76764,80206,and 76775,or 1s hardware /ie I 0 0 equivalent. 1/4"-20 hardware used in conjunction '/s"" hardware '/�e"" 30 with top down clamps must be installed to 1Oft-lbs Torques are not designated for use with wood connectors of torque. When using UGC-1,UGC-2,WEEB 9.5 and WEEB 6.7,1/4"-20 hardware must be installed to 10 ft-lbs of torque. Additionally,when used with a top down clamp,the module frame cross section must be boxed shaped as opposed to a single,1-shaped member.Please refer to installation supplement 910: Galling and Its Prevention for more information on galling and anti-seize and installation manual 225: Top Mounting Unirac Grounding Clips and WEEBLugs for more information on Grounding Clips." . r Page 15 - ::'U N I RAC unirac Code-Compliant Installation Manual SolarMount [3.2.1] Planning your SolarMount installations The installation can be laid out with rails parallel to the rafters The width of the installation area equals the length of one or perpendicular to the rafters. Note that SolarMount rails module. make excellent straight edges for doing layouts, The length of the installation area is equal to: Center the installation area over the structural members as . the total width of the modules, much as possible. • plus 1 inch for each space between modules(for mid- Leave enough room to safely move around the array during clamp), installation.Some building codes require minimum clearances around such installations,and the user should be directed to • plus 3 inches(11/z inches for each pair of end clamps). also check`The Code'. Peak Low-profile b w High-profile mode mode F Gutter Figure 6:Rails maybe placed parallel or perpendicular to rafters. t 16 - i 1 SolarMount Unirac Code-Compliant Installation Manual 0:'U N I RAC [3.2.2] Laying out L-feet L-feet(Fig.7)can be used for attachment through existing roofing material,such as asphalt shingles,sheathing or sheet metal to the building structure. Use Figure 8 or 9 below to locate and mark the position of the L-feet lag screw holes within the installation area. .` �4 If multiple rows are to be installed adjacent to one another,it is not likely that each row will be centered above the rafters. Figure 7 Adjust as needed,following the guidelines in Figure 9 as closely as possible. ��—Overhang 33%L max --Foot spacing/—.1 Rail S an"L" ! _ rill , 1 ' ii Ir it n i' 1 I. 1'/z-1'/<" i / Note:Modules must be Lower roof edge Rafters centered symmetrically on the (Building Structure) rails(+/-2°). Figure S.Layout with rails perpendicular to rafters. Installing L-feet: Drill pilot holes through the roof into the center of the rafter at each L-foot lag screw hole location. 1Yz_13/, Squirt sealant into the hole,and on the shafts a II------ � ,I of the lag screws. Seal the underside of the L- feet with a suitable sealant.Consult with the I II II company providing the roofing warranty. II a Fgot spacin / I II II I I Securely fasten the L-feet to the roof with == ail Span,L the lag screws. Ensure that the L-feet face as i II u I ; II II shown in Figure 8 and 9. For greater ventila- tion,the preferred method is to place the single-slotted square side of the L-foot against the roof with the double-slotted side e en- Lower roof edge II II dicular to the roof. If the installer chooses to I II Overhang 33%L max mount the L-foot with the long leg against the roof,the bolt slot closest to the bend must be Rafters(Building Structure)2 Note:Modules must be used. centered symmetrically on the rails(+/ 2). Figure 9.Layout with rails parallel to rafters. Page ::'U N I RAC Unirac Code-Compliant Installation Manual SolarMount 3.2.3 +[ ] Laying out standoffs Standoffs(Figure 10)are used to in crease the height of the array above the surface of the roof. Pair each standoff with a t flashing to seal the lag bolt penetrations to the roof. 1'# Use Figure 11 or 12 to locate and mark the location of the standoff lag screw holes within the installation area. ti Remove the tile or shake underneath each standoff location, exposing the roofing underlayment. Ensure that the standoff. Figure 10.Raised flange standoff(left) base lies flat on the underlayment,but remove no more mate and flat top standoff used in conjunction rial than required for the flashings to be installed properly. with an L foot. The standoffs must be firmly attached to the building structure. If multiple high-profile rows are to be Overhang 33%L max-�I Foot spacing/ installed adjacent to each other,it may not y !11 Span_,_L li_ be possible for each row to be centered above the rafters. Adjust as needed,following the 1 uidelines of Fig.12 as closely as/8 g g Y Possible. Q Installing standoffs: Lower roof edge „ Drill 3/16 inch pilot holes through the Rafters—� underlayment into the center of the rafters at (Building Structure) each standoff location. Securely fasten each standoff to the rafters with the two 5/16"lag Note:Modules must be centered symmetrically on the rails screws. 1. ° Ensure that the standoffs face as shown in Figure 11. Layout with rails perpendicular to rafters.perpendicular to rafters. Figure 11 or 12. Unirac steel and aluminum two-piece standoffs(1-5/8"O.D.)are designed for collared flashings available from Unirac. Install and seal flashings and standoffs I using standard building practices or as the jcompany providing roofing warranty directs. 3/8' �.... Foot spacing/ Ali.-3/8" -- Span 'L �I I Lower roof edge I I Overhang 33%L,max t �•> Rafters(Building Structure) Note:Modules must be centered symmetrically on the rails (+/ 2*). Figure 12.Layout with rails parallel to rafters. SolarMount Chirac Code-Compliant Installation Manual C U N I RAC [3.2.4] Installing SolarMount rails Keep rail slots free of roofing grit or other debris. Foreign matter will i cause bolts to bind as they slide in the slots. Installing Splices:If your installation uses SolarMount splice bars,attach \ the rails together(Fig.131 before mounting the rails to the footings. Use splice bars only with flush installations or those that use low-profile tilt legs. Although structural,the joint is not as strong as the rail itself.A rail should always be supported by more than one footing on both sides of the splice. (Reference installation manual 908,Splices/Expansion Joints.) Figure 13.Splice bars slide into the footing bolt slots of SoIarMount rail sections. Mounting Rails on Footings:Rails may be attached to either of two mounting holes in the L-feet(Fig.14). Mount in the lower hole for a low profile,more aesthetically pleasing installation. Mount in the upper hole for a higher profile,which will maximize airflow under the modules. This will cool them more and may enhance performance in hotter climates. Clamping Slide the /e-inch mounting bolts into the footing bolt slots. Loosely attach bolt slot the rails to the footings with the flange nuts. Ensure that the rails are oriented to the footings as shown in Figure 8,9, Mounting 11,or 12,whichever is appropriate. slots Footing Aligning the Rail End:Align one pair of rail ends to the edge of the bolt slot installation area(Fig.15 or Fig.16). The opposite pair of rail ends will overhang the side of the installation area.Do not trim them off until the installation is complete. If the rails are perpendicular to the rafters(Fig.15),either end of the rails Figure 14.Foot-to-rail splice attachment can be aligned,but the firs:module must be installed at the aligned end. If the rails are parallel to the rafters(Fig.16),the aligned end of the rails must face the lower edge of the roof. Securely tighten all hardware after alignment is complete(20 ft lbs). Mount modules to the rails as soon as possible. Large temperature changes may bow the rails within a few hours if module placement is delayed. Edge of installation area r � 1 Edge of installation area Figure 15.Rails perpendicular to the rafters. Figure 16.Rails parallel to the rafters. Page -- __ — 19 U N I RAC unirac Code-Compliant Installation Manual SolarMount [3.2.5] Installing the modules F Pre-wiring Modules:If modules are the Plug and Play type, ` no pre-wiring is required,and you can proceed directly to "Installing the First Module"below. If modules have standard J-boxes each module should be pre-wired with one end of the intermodule cable for ease of \ installation. For safety reasons,module pre-wiring should not be performed on the roof. _ Leave covers off J-boxes. They will be installed when the modules are installed on the rails. Z1Z J boxes Installing the First Module:In high-profile installations,the best practice would be to install a safety bolt(1/4"-20 x 1/2")and Figure 17 flange nut(both installer provided)fastened to the module bolt slot at the aligned(lower)end of each rail. It will prevent the lower end clamps and clamping bolts from sliding out of the rail 1/2"minimum Module frame slot during installation. If there is a return cable to the inverter,connect it to the first 1%4"'module bolt module. Close the J-box cover. Secure the first module with' and flange nut T-bolts and end clamps at the aligned end of each rail. Allow half an inch between the rail ends and the end clamps(Fig.18). Finger tighten flange nuts,center and align the module as needed,and securely tighten the flange nuts(10 ft lbs). End clamp Rail Installing the Other Modules:Lay the second module face Figure 18 down(glass to glass)on the first module. Connect intermodule cable to the second module and close the J-box cover. Turn the second module face up(Fig.17). With T-bolts,mid-clamps and Module frames ) flange nuts,secure the adjacent sides of the first and second modules. All the second module and securely tighten the I flange nuts(Fig.19). 1/4"module bolt I and flange nut I For a neat installation,fasten wire management devices to rails with self-drilling screws. - Repeat the procedure until all modules are installed. Attach the 4, Rail outside edge of the last module to the rail with end clamps. Mid Clamp Trim off any excess rail,being careful not to cut:into the roof. Allow half an inch between the end clamp and the end of the rail (Fig.18). Figure 19 High-lipped module Spacer Low-lipped module (cross section) 1 (cross section) ., S Oil arJount,rall _ SolarMounf rail r w Figure 20.Mid clamps and end clamps for lipped-frame modules are identical.A spacer for the end clamps is necessary only if the lips are located high on the module frame.s Paige r } 'SolarMount Chirac Code-Compliant Installation Manual ;;'U N I RAC [3.3] Installing SolarMount with bottom mounting clips This section covers SolarMount rack assembly where the installer has elected to use bottom mounting clamps to secure modules to the rails. It details the procedure for flush mounting SolarMount systems to a pitched roof. PV modules(face down) SolarMount rail Footing bolt slot j Bottom mounting clip Figure,21.SMR and CB components Table 14. Wrenches and torque Wrench Recommended Stainless steel hardware can seize up,a process size torque(ft-lbs) called galling. To significantly reduce its likelihood, (1)apply lubricant to bolts,preferably 3" hardware /b" t 0 an anti-seize lubricant,available at auto parts /a'hardware /b" 30 stores, (2)shade hardware prior to installation, Note.Torque specifications do not oppty to lag bolt and(3)avoid spinning on nuts at high speed. connections. See Installation Supplement 910,Galling and Its Prevention,atwww.unirac.com.. 21 H—U N I RAC unirac Code-Compliant Installation Manual SolarMount [3.3.11 Planning the installation area Distance between lag bolt centers Decide on an arrangement for clips,rails,and L-feet(Fig.22). 2%-23/" z/z,• Use Arrangement A if the full width of the rails contacts the. 1 Distance between module. Otherwise use Arrangement B. Fmodule mounting holes• - Caution:Ifyou choose Arrangement B,either Pv module (1)use the upper mounting holes of the L feet or (2)be certain that the L feet and clip positions don't conflict., Module bolt Clip If rails must be parallel to the rafters,it is unlikely that they Rau can be spaced to match rafters. In that case,add structural t-foot supports—either sleepers over the roof or mounting blocks —tag bolt - beneath it. These additional members must meet code;if in doubt,consult a professional engineer. Distance between lag bolt centers Never secure the footings to the roof decking alone. Such an y2 7/8" '/2 7/e" arrangement will not meet code and leaves the installation. Distance between and the roof itself vulnerable to severe damage from wind. , ..module mounting holes Leave enough room to safely move around the array during installation. The width of a rail-module assembly equals the length of one module. Note that L-feet may extend beyond "• the width of the assembly by as much as 2 inches on each rl side. The length of the assembly equals the total width of the , modules. 1. Figure 22.Clip Arrangements A and B F _.. 22 SolarMount Unirac Code-Compliant Installation Manual :;'U N I RAC M [3.3.2] Laying out the installing L-feet L-feet are used for installation through existing low profile roofing material,such as asphalt shingles or sheet metal. The I I I1. P g Y -—1 _ L _ are also used for most ground mount installations. To ensure that the L-feet will i i a I I Install I! be easily accessible during fl .46 ush installation: Second• Use the PV module mounting holes nearest the ends of the modules. I I T. 11 I II II SolarMouk Rails II II • Situate the rails so that footing bolt slots face outward. L The single slotted square side of the L-foot must always lie against the roof with the Install First . double-slotted side perpendicular to the I I I roof. Foot spacing(along the same rail)and rail Lower overhang depend on design wind loads. roof Rafters Install half the L-feet: edge • If rails are perpendicular to rafters (Fig.23),install the feet closest to Figure 23.Layout with rails perpendicular to rafters. the lower edge of the roof. • If rails are parallel to rafters (Fig.24),install the feet for one of the rails,but not both. For the L-feet being installed now,drill pilot holes through the roofing into the center of the rafter at each lag screw hole location. Rafters Install L-Feet First Squirt sealant into the hole and onto the shafts of the lag screws. Sea]the underside of the L-feet with a sealant. Securely fasten the L-feet to the building structure with the lag screws. Ensure that the L-feet face as ,a shown in Figure 23 or Figure 24. �', ---n ----- Hold the rest of the L-feet and fasteners ;r aside until the panels are ready for the installation. . ......_n .__...rj ei .F . ------ P—41'..--.— ' j F ;h i. r7 �--Blocks Install L-Feet Second Figure 24.Layout with rails parallel to rafters. ' Page — ----_ __23 UN I RAC Llnirac Cod a e liant Installation.Manual SolarMount e-Com p [3.3.3] Attaching modules to'the rails Lay the modules for given panel facedown on a surface that will not damage,the module glass. Align the edges of the modules and snug them together (Fig.21,page 22). Trim the rails to the total width of the modules to be mounted. Place a rail adjacent to the outer mounting holes. Orient , the footing bolt slot outward. Place a clip slot adjacent to . the mounting holes,following the arrangement you selected earlier. Assemble the clips,mounting bolts,and flange nuts. Torque the flange nuts to 10 foot-pounds. [3.3.4] Installing the module-rail assembly Bring the module-rail assembly to the installation site. Keep - rail slots free of debris that might cause bolts to bind in the Clip slots. slots Consider the weight of a fully assembled panel. Unirac recom Mounting mends safety lines whenever'lifting one to a roof. slots Align the panel with the previously installed L-feet. Slide 3/8 inch L-foot mounting bolts onto the rail and align them with Footing Flange the L-feet mounting holes. Attach the panel to the L-feet and bolt slot 0 nut� finger tighten the flange nuts. ® (� Rails may be attache_d to either of'two mounting holes in the footings(Fig.25). " • Mount in the lower hole for a low,more aethetically Figure 25.Leg-to-rail attachment pleasing installation. • Or mount in the upper hole to maximize a cooling airflow under the modules. This may enhance perfor- mance in hotter climates. Adjust the position of the panel as needed to fit the installa- tion area. Slide the remaining L-feet bolts onto the other rail, attach L-feet,and finger tighten with flange nuts. Align L-feet with mounting holes previously drilled into the roof. Install lag bolts into remaining L-feet as described in"Laying out and'. installing L-feet"above. , Torque all footing flange nuts to 30 foot-pounds. Verify that all lag bolts are securely fastened. P.p SolarMount UniRac Code-Compliant Installation Manual UNORAC [3.4] Installing SolarMount with grounding clips and lugs Clips and lugs are sold separately. UGC-1 JifL To mounting - S clamps Module - T-bolt Nib ((tous Figure 26.Slide UGC-1 grounding UGC-1 e a clip into top mounting slot of rail. Torque modules in place on top of conforms to clip.Nibs will penetrate rail anod- ut.standard 467 ization and create grounding path through rail(see Fig.3,reverse side). ,SolorMount@ rail(any type) UGL UGL t,P Figure 27.Slide t/,-inch hexhead bolt into top mouning slot of any` Serrations�. SolarMount®rail,(standard,HD, r or light):Secure nut with 7/16-inch crescentwrench with sufficient torque for lug serrations to penetrate anodized surface of rail._. SolarMount®rail(any type) r Figure 28.Place grouding clips, lugs,and copper wire(6-10AWG). Place a loop in the wire around splices to prevent tension.Be sure wiring between rails is not taut. KEY PV 11 module o SolarMount rail(any type) 0 Rail splice X Grounding lug Grounding clip Copper wire Single grounding Alternate wiring wire for entire array for in-line splices -- -25 'U N I RAC unirac Code-Compliant Installation Manual SolarMount Warranty Information See http://www.unirac.com for current warranty documents and information. a ��� 1411 Broadway Boulevard NE "` ___■■ N I RAC Albuquerque NM 87102-1545 USA 26 - a C S ,�c yl ,' off n o raraffa °uap renen on , Service i s energized froga afety :, h w two sources. ec o - y Solar system and utility grid 4ch` operating volta e: g VA"� � a. �• h ` ON D0,N OT U'C `. 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'iir.r ;N• jrrt &J Ys C > 3A Opt ®nal-S 'ndoff'Mts Mt4 q _ # avaiIa:ble!� �. t 3 AA &"Food to I �of Kit# K10668-0®1 All kits'co-me complete with the following parts.'' + = • 1-Lag Bolt SS 5/16 x.4 fi I Al Shoe Part#815015.002 Part#A20065-001 . r . 1 Ez L Foot Part#A20064 001 1-Hex Cap 1-.Flashing 1-Bolt3 8-16 4 x3 Part#A20066-001 l Party a20052-001 1-Flange Nut 3/87 Sig gp M@ b% 1915 E 5th St.,Ste.C tl�l 1/1�g rw Vancouver,DNA 98661 Phone: 360-335-3037 www.sunmodd.com i T EXISTING SHEATHING AND ASPHALT SHINGLES ., SUNMODO Ez MOUNT "L" FOOT f FOR SHINGLE ROOFS (TYP) (SEE DETAIL BELOW) EXISTING ROOF RAFTER . x '.�+•�+d yx ff yam., t � w SUNMODO EZ MOUNT "L" FOOT FOR SHINGLE ROOFS 5/16"W' LAG BOLT INSTALLED �"� INTO EXISTING-ROOF RAFTER f. a,• "�" `"� EXISTING ASPHALT SHINGLED ;t ROOF ROOF PITCH ------------------------------ � G' `f 2211 ALLENWOOD RD. ROOF PENETRATIONS AND WALL, NEW JERSEY FOOT SPACING AS PER ROOF ATTACHMENT DETAIL MLS OR Ad Y TEL: 732-780-3779 FAX: 732-780-6671 UNIRAC SPECS Grounding Connectors �r' 900C RATING (4868 LISTED) TYPE: LI Lay-In Connector u CMC° LI-S ground connectors are manufactured from high strength ' 6061-T6 aluminum alloy to insure both maximum strength and conductivity. They are dual rated for both copper and aluminum conductors and are electro tin plated to provide low contact , resistance and protection against corrosion. They are designed for x use on conduit grounding bushings. The open-faced design allows q the installer to quickly lay-in the grounding conductor as a jumper to multiple conduits with no break in the ground conductor. � 3 v d _CataEog----— - Cond._.Range _ _---- Number FIg:IVc�. A1RIG �� Stud Size*---- Dimeosi.oies,_Inehes_ H . .W L LI-50S 1 4- 14. 0.22 0.78 0.38 1.07 1 LI-112S 1 1/0- 14 0.27 1.17 0.6 1.5 I LI-200S 2—�—i—'3/0- 6 I 0.33 1.56� 0.8 2 j LI-252S 2� 250-6 0.33 1.79 0.8 2.2 Fig. S � t Fig.2 .v gi. _.1 - - Za Five Key Features 1 Guaranteed quality:1.2 year-product war-r-anty, 25 year linear performance warranty — —red --— .gyp — 3 Innovation solutions: UL certified up to 1000V for optimized system designs 4 Robust design:Module certified to withstand high snow loads,up to 5400 Pa** 5 Tariff free: High performance Taiwan cells "Please refer to Hanwha Solar Product warranty for details. # **Please refer to Hanwha Solar module Installation Guide. Quality and Environmental Certificates About Hanwha Solar • ISO 9001 quality standards and ISO 14001 environmental standards Hanwha Solar is a vertically integrated manufacturer of photovoltaic OHSAS 18001 occupational health and safety standards modules designed to meet the needs of the global energy consumer. UL 1703 600V and 1000V certification CEC listed High reliability,guaranteed quality,and excellent cost-efficiency due to vertically integrated production and control of the supply chain Optimization of product performance and manufacturing processes c(E)US UL US CEC through a strong commitment to research and development Global presence throughout Europe,North America,and Asia, LISTED Listed offering regional technical and sales support Hanwha Solar HSL 60 I Poly Electrical Characteristics., Electrical Characteristics at Standard Test Conditions(STC) Nomenclature a HSL60P6-PA-0-245TW r 235 W 240 W 24�W y 250 W 255 W.., 9• Maximum Power(Pm„� 235 W�,_w_240 W 245 W �~250 W 255 W HSL60P6r PA- -xxx Open Grcurt Voltage(V 36.8 V 37.1 V 37.2 V 37A V 37.5 V Code Certification Code Frame/Backsheet Short Grcurt Current(IsJ 8.65 A 8.75 A 8.8 A 8.89 A 8.95 A 0 600V(UL) T Silver/White Voltage at Maximum Power(Vmpp) 29.1 V 29.5 V 29.7 V 30 V 30.1 V 4 1000V(UL) TW Black/White TB Black/Black Current at Maxrmum Power(Impp) 8.05 A 8.13 A 8.25 A 8.33 A 8.47 A xxx represents the power class Module Efficiency(%) 14.2% 14.5% 14.8% 15.1% 15.4% Performance at Low It'radiance. P^,aa,m,Iu,Vmpw and I,^PP tested at STC defined as irradiance of 1000 W/m2 at AM 1.5 solar spectrum and temperature 25 2*C. � The typical relative change in module Electrical Characteristics:measurement tolerance of±3%. efficiency at an irradiance of 200 W/mz Electrical Characteristics at Normal Operating Cell Temperature(NOCT) in relation to 1000 W/m2(both at 25°C -- 240 _~ and AM 1.5 spectrum)is less than 5 235 W %. - --- 38_245_W .�.25E3-W 235-W- -- - -- Maxrmum Power'Pma T ( J, 176 W 180 W 184 W 188 W 192 W Various Irradiance levels Open Circuit Voltage(Vol) 34.3 V 34.6 V 34.7_V -34.9 V 35:0 V r---------a taoowim,._- ------ Short Circwt Current(IsJ 7 00=A 7:08_A--Z-12=A 7.-19 A7.24=A- �--ea°wn imum ower mpp 27.1V 27.5V _27.7V --28.0V _-28.1V n ao) ' 6.51 A 6.58 A 6.67 A 6.74 A 6.85 A axrmum ower Im 4. 4oaw,m, Module Efficiency((yq) 14.2% 14.5% 14.8% 15.1 90 15.4% 20awrmi \\ }P,,,a„,Iu,Vm°w and I,tested at NOCT defined as irradiance of 800 W/m?;wind speed 1 m/s. ° .Electrical Characteristics:measurement tolerance of±3%. a s i° u- :a 2s ao as eo e Volag<IVI r ° r CELLTEMP 25'C Temperature Characteristics Maximum Ratings Basic Design Normal0 eratin Cell "�` 1000 Operating 45-C+/-3°C Maxrmum System Voltage 600 V or 10.00 V(UL) 938 Temperature T) (NOC y Serries Fuse Rating 15 A Temperature Coefficients of P 0.48%/°C Maxrmum Reverse Current , Series fuse re Temperature CoefficientsofV 0.35%/'C rating multiplied aeel ��^°b°^b°x ao TemperatureCoeffigeritsofI +0.05%/°C by 1.35 Cable Cable Mechanical CharacteristIcs Drmerisions 1652 min x 1000 minx 45 min' (oS o3� 3q �-} Urin Grounding holes Weight ... ^ 21 kg 1• Tx I•� `o m auras Frame ` Aluminum alloy,available in silver or black finish Female Male Front Tempered glass Connector t9capsulant EVA N W Back Cover White or black back sheet CeIlTechnology Polycrystalline (Taiwan) Drain aholes Drainage holes 8.3x6 aaxe Cell Size 156 mm x 156 mm(6 in x6 in) Number of Cells Pieces) 60(6 x 10) BACK VIEW lunctlon Box Protection class IP67 with bypass-diode Output Cables Solar cable:4 mmz;length 900 min 85 Connector Amphenol H4 c� r+ .25 ��•�,A -�3 co System Design. ac a in and txora e' Mounting slots Drainage holes •�i 1 Operating Temperature' -40 C to 85°C Storage Temperature -40°C to 85°C r� Hatl Safety Impact Veloaty; 25 mm at 23 m/s Packaging Configuration 22 pieces per pallet I Ih Fire Safety Classdication Class C Loadn9 Ca acit �R� a (IEC61730) P Y 572pieces (40 ft. Q Container) H Static Load Wind/Snow 2400 Pa/5400 Pa ao Grounding holes Frame(13, w Hanuuha Solar ?Hanwha SolarOne Co.,Ltd SpeciitcaTions are subject to change without notice,Release 2072-11-0I r l�lu ����UiAtU�a ►Q�l�i ����Q ',a � Ah a 4 � C so (I W � le SSI �y 0 3 a x en phase y ce � . . E N ,E .R G Y r - 4 - Maximum energy production The Enphase Energy Microinverter PRODUCTIVE - Resilient to dust, debris and shading - Performance monitoring per module System improves energy harvest, increases reliability,-and dramatically - System availability greater simplifies design, installation and RELIABLE than 99.8% - No single point of system failure management of solar power systems. The Enphase System includes the - Quick and simple design, installation SMART and management microinverter, the Envoy Communications - 24/7 monitoring and analysis Gateway, and Enlighten, Enphase's monitoring and analysis software. SAFE - Low voltage DC - Reduced fire risk icp C US 4 M215 ' MICROINVERTER TECHNICAL DATA Recommended input power(STC) 190-26OW Maximum input DC,voltage 45V Peak power tracking voltage 22V-36V Operating range 16V-36V Min./Max.start voltage 22V/45V Max.DC short circuit current 15A Max.input current 10.5A Maximum output power 215W 215W Nominal output current 1.OA (arms at nominal duration) 0.9A(arms at nominal duration) Nominal voltage/range 208V/183-229V 240V/211-264V Extended voltage/range 208V/179-232V 240V/206-269V Nominal frequency/range 60.0/59.3-60.5 Hz 60.0/59.3-60.5 Hz Extended frequency range 60.0/59.2-60.6 Hz 60.0/59.2-60.6 Hz Power Factor >0.95 >0.95 Maximum units per 20A branch circuit 25(three phase) 17(single phase) Maximum output fault current 1.05 Arms,over 3 cycles;25.2 Apeak, 1.74ms duration o CEC weighted efficiency 96.0_/0 Peak inverter efficiency 96.3% Static MPPT efficiency(weighted,reference EN50530) 99.6% . Dynamic MPPT efficiency(fast irradiation changes,reference EN50530) 99.3% Night time power consumption _ r 46mW Ambient temperature range -400C to+650C Operating temperature range(internal) -400C to+85°C Dimensions(WxHxD) 17.3 cm x 16.4 cm x 2.5 cm(6.8" x 6.45"x 1.0")* Weight 1.6 kg(3.5 Ibs) Cooling Natural convection-No fans Enclosure environmental rating Outdoor-NEMA 6 *without mounting bracket Compatibility Pairs with most 60-cell PV modules Communication Power line Warranty 25-year limited warranty Monitoring Free lifetime monitoring via Enlighten software Compliance UL1741/IEEE1547,FCC Part 15 Class B n CAN/CSA-C22.2 NO.O-M91,0.4-04,and 107.1-01 Enphase Energy, Inc. 201 1st Street Petaluma,CA 94952 Phone:877-797-4743 Fax:707-763-0784 info@enphaseenergy.com http!//www.enpha.se.com 142-00010 Rev 03 r �M Town of Barnstable F1HE ,o '�►,,.�,� Regulatory Services Thomas F. Geiler,Director ' NAM LE, ' Building Division Tom Perry,Building Commissioner Ep Mp A 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT#% c3� FEE: SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less Location of shed(address) Village J-66, 2, 11 5 od - %a-33 rcd Property owner's name Telephone number 315-0301- Size of Shed Map/Parcel# O ® w � �l C Signatur Date Hyannis Main Street Waterfront Historic District? r '„ r-J r - Old King's Highway Historic District Commission jurisdiction? 0- '" If over 120 square feet,you must file with Old King's Highway Conservation Commission.(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:052813 14.0r , 1 � 40A t f —� �. ion •� . . . '� Ws -� ► Q nor "� r (:lQ 4 ,N /pT � LoT IL / m :I, :4 PAUL A• . .f L'cVY io. 10617. zoN� 12' F— IAl 3D ri'�41✓� yi r fit,.. i `. -r.-r :r +1 y ,—r. s i. D w PLAN l` � ��Ii<; ( /�ten, • .,/ • ' ,.1..►. .-,_.r:.-,...a..,.a. SCALE,/�— °/J DATE1'� I CERTIFY THAT THE AQU-0hiriO LEVY & ELDREDGE ASSOCIATES, INC. CLIENT SH®wm ON `Y'4l19 PLAN 13 LOCAT i cPdWNIG�RS-LAND A'PFARC6iif�CTtb 1D?.I ON THE GROUND A9 INDICATED AW redid. .... ........... ,i PLANNEP3-LAND SUM-YOBS ! � M A;JS g q/ .P��►I+BE�Q�b,:�I��ES TO THE 'COV19�+� �.'�t' t. —OF 712 MAIN STREET 93YANP�15 MA 8'"EM.'I A E ' R�: LABdD N1�R��.Y�l+W n _ una►vlcnr'c I irane.a '� r� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION J Map Parcel Application # a61 3 0 )G43 7 Health Division Date Issued /0 Conservation Division N Application Fee Planning Dept. Permit Fee Date Definitive P proved by Planning Board Historic - OKI _ V _ Preservation / Hyannis Project Street Address 1 �� ie✓ey�d er R� Villaget�rn Owner J doh 5�1��� Address Telephone 5 06 364 Permit Request 5/-Vhi eplrw p�ec1� 1�-�`�� peer/ /� G��v 4.h si get 91vm43„ �eo �„'/! h,nawre 7 ` &- st e X F1�e � .-��1 ��,c �►. Pests c�,f�. ��:f/�s/-�f o� �c�� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 1 7GOr '� Construction Type W�a Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family pia Two Family ❑ Multi-Family (# units) Age of Existing Structure 45 kY'4-Flistoric House: ❑Yes 2 No On Old King's Highway: ❑Yes &/N o Basement Type: Z Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sqM. )I N ---i y L+J Number of Baths: Full: existing �- new Half: existing ;: h F newa Number of Bedrooms: 5 existing —new d Total Room Room Count (not including baths): existing new First Floor Room Count tl- � � i7i �9 Heat Type and Fuel: 'Gas ❑ Oil ❑ Electric ❑ Other 'Central Air: ❑Yes &lo Fireplaces: Existing '� New Existing wood/coal stoves ❑Yes1lo Detached garage: 2'existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: a existing ❑ new size =Shed: Zexisting ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name jrdAh .' � Telephone Number J ` Address 1 J)6 �ld�r ��. I� License # .S'� a3733�, �r 13,,ke4 Home Improvement Contractor# ma' 5 a l8 Q m 5 h e Con Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE ��� DATE M1 3 d ri ' FOR OFFICIAL USE ONLY APPLICATION# - DATE ISSUED ' MAP/PARCEL NO. ADDRESS VILLAGE OWNER - . DATE OF INSPECTION: _ FRAME R€INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ,t GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r Town of Barnstable Regulatory Services X AM E Thomas F.Geiler,Director i63q. �e� ,,,,�► Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 m;v—ton—barns*a.ble.mams Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION DATE: 1011113 Please Print JOB LOCATION: J�g,6 number street village uxoMEowNEx: jo�h Shy 1 i r-0)ja-33q 5W name / ] / home phone# work phone# CURRENT MAILING ADDRESS: �py �1 Cr J?d �xtrh5���12 Al OL . 01630 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 homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINMON 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 or two- 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 shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements 0 th he/she will comply with said procedures and requirements. �i Signature omeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with.the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner 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 the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This-lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner 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 t amend and adopt such a form/certification for use in your community. C:\Users\decollrk\AppData\I.ocal\Microsoft\wmdows\Temponuy Internet Files\Content.Outlook\QRE6ZUBN\EXPRFSS.doc Revised 053012 I� L ' Town of Barnstable Regulatory Services Thomas F.Geiler,Director �cc Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02661 www.town.barnsta6le.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This ct.ion If Using A Buil r. I, /� as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authoriz d by this building permit ddress of Job) r **Pool fences an alarms are the responsibility of the applicant. Pools are not to be lie or utilized before fence is installed and all final inspections are erformed and accepted. Signature f�Owner Signature of Applicant r- Print Name Print Name Date Q:FORMS:OWNEUERMISSIONPOOL•S 612012 - ; § s# 2 r ZL 1p -�1 1 ' f v I h Q . 4 , 'a a 0T C3 L Q T_ 12, grT. � r 10617 zoN� 92. F— O L 4 • ��%i. l ��.} '— D y f-''.A N .�YL / :vnneR•,..::���+au�re�r+swes tv l5 :�Inc;• / /..�- I CERTIFY THAT THE Pou--;)hk7 oiJ LEVY & ELDREDGE ASSOCIATES, INC. lJo OE"'Q'�L�j � SHOWN ON THIS PLAN IS LOCATE RS-LAtDSCAPFARCHITECTi 10?.I ON THE GROUND AS INDICATED ABM ';i IP.ANWaP.1s-LAND'3WICYORS I. Add TO a HE ZONING LAWS ,. „r' t Cab.MYl�712 MAIN sTRE.ET . HYANAIS MASS.. OF.!... R'. LAND SURV47YOR lWFFFflmon upervisor's License e TOWN OFP�AT , 2013 :i In FT11 4. 2 6 � GIVISTO OA .10 tv w deck a s+ S �o y d vvndl leve] hi k _ _ ledger boar �o G.ov52 k C0 Ivmf\s 5s Imo" rumewa✓ bvl �5 lr la ��i. Ia ns�alled w it $ono ��beS �„'Et, anchor bold' t�oi l r - �ewor o sts / � �-k � Ord a G o n c l Q� �o0 9s I Li P r „;54- AaY)yei S H.°'f� t;�,ber/ok screws 5'�'+ an roll -vo��� �v� a1ec °n „,;l1 be o�¢a.11e� _ f f e d e/ boar d F 4iete —O'k 9 c0 n - e lA ea ker �- r _ �- i Ge br fa be � �S w"C—O 5i q-e, Il�slo� ru, i y .� Alvma✓n, ba i 1 , r • , , I � � I -------------- , i 14 oil Vmt i , i I , I : I 1 t : I , f , I 3 I r 1' : { : T aYe�.s SfoO o sl,der_ 1 I ; e e l IF 1� _ ode concr + mor--er Goy)5dPvC' 1 9 4�1'� - s+oa an � SAPS pp 06 P/an s Jwl r r _ Town of BarnstablePermit: Regulatory Services D ate:m oF� Tow Thomas K Geiler,Director Building Division Fee: �� 6 EL&M OLE. Tom Perry, Building Commissioner HAM se39. 200 Main Street, Hyannis;MA 02601 ATFD O��a www.town.ba rnsta ble.m2.us Office: 508-862-4038 Fax: 508-790-6230 TOWN OF BARNSTABLE SOLID FUEL STOVE PERMIT Owner: `J D�yl �/l _ -- Phone: Install at: Map/Parcel: Date:_- Stov A. Ne /Used B. ype: Radiant/Circulating C. Manufacturer: a -JeV i YM(! Lab. No. D. Model No,.: v o Chimney w ` J ca t A. New �Existin (If existing, please note date of last cleaning) 10-10 -Q` _ o B. Flue Size �?�/a G�� �iaiP� W� �.� Ste' 1i%9e,? l C. Are other appliances a— t d to Flue? D. Pre-fab Type and Manufacturer N��9 E. Masonry: ine nlined e o Hearth 9 A. Materials: ! B. Sub Floor Construction: in'nstaller - I!'Name: '�� ' _ C_ Address: R.0 YI'bJ(g O Phone: Location of Installation: 1 j'uj;qfjl H.I.0 Registration#_j 2 C�.i,A a7�d Construction Supervisor# I . _pzj OR check_-Homeowner Installing, no license required APPLICANTS SIGN TURE (� APPROVED BY Please make checks' payable to the Town of Barnstable his constitutes an official stove permit after inspection, photographed, and approved by the Building Inspector Q:farms:stove Town of Barnstable Regulatory Services STAB Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Dust 'Complete-and Sign This Section If Using A Builder I, r/ Ohh Iv, 561) as Owner of the subject property hereby authorize INW, S to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of ob) . I /d Signa a of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORM&OWNERPERMISSION i