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0058 SQUARE RIGGER LANE
S u a.r�el q 9 { RICHIE'S INSULATION INC. 111 OLD BEDFORD ROAD WESTPORT,MA 02790 S08-678-4474 BUILDING DEPARTMENT TO WHOM IT MAY CONCERN: PLEASE BE ADVISED RICHIE'S INSULATION, INC. INSULATED THE FOLLOWING JOB: ADDRESS: 58 RIGGER SQUARE LANE TOWN: HYANNIS, MA,02601 CONTRACTOR'S NAME:JEFF CONRAD CONTRACTOR'S ADDRESS: 535 PHINNEY'S LANE,CENTERVILLE, MA,02632 CONTRACTOR'S TELEPHONE NUMBER: 508-280-8978 THE FOLLOWING INFORMATION IS WHAT WAS USED ON THIS SPECIFIC JOB: MANUFACTURE: ICYNENE TYPE: PRO SEAL LE THERMAL CONDUCTIVITY PER INCH:7 PER INCH fi AREA THICKNESS R-VALUE ROOFLINE 5%Z" R-38 WALLS 3" R-21 STAIRWELL BASEMENT CEILING GARAGE CEILING G.H.WALL ' CRAWL OVERHANG CATHEDRAL WALL CATHEDRAL CEIL PARTY WALL FOUNDATION WALL BLOCK/RUNN. 3" R-21 SLOPES P/V THANK YOU VERY MUCH FOR YOUR COOPERATION IN THIS MATTER. IF YOU HAVE ANY FURTHER CONCERNS PLEASE CONTACT MY PHONE NUMBER. INSTALLER: ERIC JOHNSON RICHIE'S INSULATION INC. Town of BarnstableBuilding 1,11 j €I HA72C',Y'7`AbLB, Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on lob and this Card Must be Kept �s�j .Posted Until Final Inspection Has.Been Made. � . a639• 0 �a Where a`Cert 1.ificate of.Occupancy is Required,such`Building shall Not`be.Occupied until a Final Inspection has been:made.: Permi Permit No. B-17-3875 Applicant Name: JEFFERY M. CONRAD Approvals Date Issued: 11/30/2017 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 05/30/2018 Foundation: Location: 58 SQUARE RIGGER LANE, HYANNIS Map/Lot: 272-004-021 Zoning District: RC-1 Sheathing: Owner on Record: CAGGIANO, DIANE P&GILLARD,CAROLANN ' Contractor Name: JEFFERY M. CONRAD Framing: 1 Address: 58SQUARE RIGGER LANE Contractor License:.124074 2 HYANNIS, MA 02601 Est. Project Cost: $54,000.00 Chimney: Description: to expand an existing first floor bedroom(9'x14'74") with a Permit Fee: $325.40 4'foundation (crawl Space) Insulation: Fee Paid: $325.40 Project Review Req: OPEN SPACE SUBDIVISION.AS BUILT SURVEY.WILL BE Dater 11/30/2017 Final: REQUIRED BEFORE START OF FRAME. Plumbing/Gas Rough Plumbing: Building Official Fina6Plum.bing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough:Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents'for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained.open for public inspection for the entire duration of the work until the completion of the same. Electrical The C«rtificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing '2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final' "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT -s TOWN OE BARN5TABLE BUILDING PERMIT APPLICATION P GL 5 Map / Parcel O Application # Health Division Date Issued 11130 7 Conservation Division Application Fee l Planning Dept. Permit Feel Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation/ Hyannis Project Street Address L Lill Village Owner i C Address,`_?`- . A-r'e Telephone �� y ^ � � 7 � �y Permit Request•_.i a i-=_xPA-vu P yy ►=i✓'sue Floor Square feet: 1st floor: existing=proposed Q9 2nd floor: existing -70Z proposed Total new � a Zoning District Flood Plain Groundwater Overlay Project Valuation J�- D Construction Type A&t (f pr 16- Lot Size C2r l �i 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: 0 Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) r7 Basement Unfinished Area (sq.ft) G Number of Baths: Full: existing - new _� Half: existing / new Number of Bedrooms: 3 existing -enew Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 0 Gas ❑Oil ❑ Electric ❑ Other Central Air: V Yes ❑ No Fireplaces: Existing New B&�ui, wood/coal stove: ❑Yes No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn existing ❑ new size_ Attached garageA existing ❑ new size _Shed: ❑existing ❑ new sizY 04917 TOWN OF SAANSTASLE Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION --(BUILDER OR HOMEOWNER) Name M coruyAlo Telephone Number ��8�_ ae0 &C1 Address Jy� �h� �vS �VJ License# Home Improvement Contractor# Email CvyrAnt�-enJe,1, d9Co » CAS-i-m fViI Worker's Compensation # _1(Zo SQ16143,AQI ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE 1h, DATE NO b 7 -,'2-0 �7 FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATIONOldidl-70 FRAME PLY GZ 112:rjj IV INSULATION �.3 [ b FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Sc�vARE RIGiGiEP� Z-R N PS .4z5 �G.Zq C.So' wL QE-PR1V Pf El �' \` gyp,_s; {• J p w LOT' Ll(o Z, y, L-c)-r 111 DrJ 8)q¢ f - A>G, p W a �Zi I bb eg � Q A 7 s P09°psr` 9 .1 a LAJ OF C. G� FRANKWHITE U, No.'295d3 -�= G s, f. i � •:';; ... :`� .:'" TU,iN,OF' '�'93TA8i.E ZOfJIN6 i By-UWS DATc'D SEPT 14 L987 I / oNr: ac-1 SMACKS : (O mo S PA C£� FBOW - zo' SIDE > 7.5• RELA I.W. of aPAPE-ATt LVES 9.KXN HEREON WERE COWIIL EO �,<J FROK PLm;s OF RECORD AND DO NOT REPRESENT PROJECT NO. 3.3035.20 AN ACTUAL SURVEY w THE.awm. PLOT PLAN ►•. TF't 9TR11CTt DEPICTED ON THIS PL AN KAS LOCATED 1 i tw THE &'i4Ut'l0 BY SURVEY ON.APRIL 18 1985 in l i AM.EXISTS AS SHOM A9 OF THE.DATE..OF LOCATION. BARNSTABLE MASS. !i 1 THIS PLAN IS FOR PLAT PLAN KWOSE9 My SCALE:i APAIL 49 1989 Smu NOT BE USE7r,� OTHER / THE BSC � COD .INC E ¢ZS dL._ FATE 2B XADAKET Fx-4CE M MASHPE, MA o�49 WOS)4TI-2525 DATE 'rSSL.HAL LAW _� v tta: IM1 Town of Barnstable Building Department Services MAWBrian Florence,CBO 6 ►`� Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.maxs Office: 509-862-4038 Fax: 508-790-6230 ,Property Owner Must Complete and Sign This Section If Using A Builder T 11 i. L CA G G i A X3 b ,as Owner of the subject property, hereby authorize E r F Of Cc, A j-') to act on my behalf; in all matters relative to work authorized by this building permit application for: iC.4i=ig aA)E 414A QN1 (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature oq6wner ka✓ e of Applicant i n r.A C c.1 A iy k� Imo\ Co Print Name Print Nam Date Q:FORMS:OWNERPERMISSIONPOOIS Rev:09/16/17 Town of Barnstable Building Department Services Brian Florence,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 s�sr,+ars, >A. www.town.barnstable.ma.us 1639. �p Mld Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": 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 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 requirements. Signature of Homeowner 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 this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit foims\EXPRESS.doc 08/16/17 Comm.omvealtit gf31kusa chuse&. Department q,,1tu us&ia1Accide7iis - O is a, ' W—w0dvns 690'Washiq�n S'&�wt s Boston,MA 02111 wEv imasngovfdia WmIners' Campens3fimt Insurance Affidavit:Bmlde7dCimtradursMecficians(Fhrmhers AppEcantIafarmation Pleaseprint Y Na> Address: Phones CQ f 2�8 <3 01-7 Are you an employer?Clieckthe apprGpriatebom ' L 0I am a em 1 wfi i 4 ❑I am a general confractor and I 6- New oousfz log of project(required): . employees(full- angor part#ime)-* Dave lured.tlfe suB-coubmetras ❑ 2.❑ I am a sole proprietar orpartuer- listed anthe.attached sheet. 7 ❑Remodeling ship and have no employees These sub-camtractors have S. ❑Demalifiott rovorlting for iu any comp gees aaalhare wot�rs' 9. ❑Building additioa. LNo,up6mre camp.insurance Cafllp_tnsurarIC4 1 , regirired] $. ❑ We are a corporafiauand ifs 10-❑Eleghical repairs or adcritionz 3-❑ I am bomeovner doing all;walk offlem hmm•exw:ised fhe<r� 1L❑Flumbiagrepaits or additions. myset€ o workers' _ t of ese�#ion per MGL inencanr�el�uifed�Y c.1�2,§I(4k aaaiwe have no ]..�❑Roofrepaiis esnpl6yees_INO woacess' 13-❑Other A i�t� i iz ry cosrrp_ins�ce required_�i - , •�.ayappfi�a3tB�scche�ha:�lma�aLsafiIl6�ti►esectiaaheLowsiu�sdag8ieawa$cedmmpeasarinupopcpia�ams�cm. #Sanv ners�rha sabmut tTxis�6darif i cat g tiwy ue daiag sgwa�c sad tbeahaE outsides r,�,r��n,�amst mbmit a new mmd2vit indicabno sacfi fcanlaxfors fad ehecYthfsburrmussattso, m2mi6nnal sheet sbacrzagtheammeoftherob-centrzda xad 5tdevrhedm ornotlBore ami&shwe employees ,theymnstpmsadrthek uadeen'immp.pahcgmmebm I arrt an etrtpl�rs}�sr tlerrtisprasnriitx u�nr&ets'can ertsrdzore irtsziranea�or rrryT empiny�ee 'SeIabv isYiaepaffcy artd job site inforraalion. Iusurance Company lfame: I®%t'e s r tv u'r�Iy C2- Co 0 Policy-or Self-ins.-ic.-41k LUCC_.Z�'no--,To L-\11�� 02 o '7 N ExpiEati nDate- 0 a,1Lk O t Job TiteAddre=.� Jco,,t City/SbW;! Aft MV,6,-M A 0 60I . Bch a copy of the warlcere coompeusationpolicy-dectaration page(shawiug dLe policy number and expiration.ti'acte). Failure to sew coverage as requited under Section 25A of MGL c. 157—can lead to the imposition.of csimival penalties of a fide up to$1,50D OU awVGr one-yearimprisonmet as well as tail penalties is ifie fb m of a STOP WORK ORDERaud a fine: of up to Q.DQ a dap agai nd the violator. Be advised ffiat a copy of this statement.:maybe far warded to the Of=of Investigations of le,DI&for insurance coverage Ledfica on , y 'Ido FienTiy c ""I the praw' s an 7erjag o o tm bo afthe in rnadmp ave is bsrs a id carrect Siy�at„r� / Dafe O u O 1 a Xgo- g9 7 OATc hd mw wiT. Ua not wrke in tfib area,tir be clrrnpleted by C*y artoarn officrat City or Town: PernBtlll cease# Issuing Auflmrify(drde one): L Board of M21t i RuAding Department 3.Gtyffowa Clerk 4.Eledrical Inspector S.Plumbing]erector 6.Other Contact Person: Phow#: Ma_,s rI-�Ge=nl Laws chhapt=152 regones.all may=top m&wozx'coaPeasattnn f°r$lair eaO fInr,s_ p - -�ys fie,as�Iayee is defaned m. . cmgpeasoniu.•be sari ce of�oib�ceder aay coatract f7 express or nnplied,Oral or n le or any two or more Aa er is defined as"an incTrPidaaI,patinesship,assoc�.on,eoiporatton or of3� gal�-y, of ffi.e foregoing=gageAim a3omt eoiCr�,andmclndmg fie legal refines Cntafives Of EL deceased=3ployer,or the zeceiY�or trustee of an in&vidrraL paift=STjp,association Cr offie£Iegal entity,employing employees_ $Owever the owner of dweIImghonsehavmgnotmore thMthree apathnenis andwho rssidesfhetem,or the occ¢pant ofthe- dwrlling hDIISe of an0$1M who ejjjpIoys pegsons to do main . t.r.,=fract on or repair wmk am such dwelling house or on the grot n& or bm7dmg appartena�theaefD shallnotbecanse of such employmeutbe dee�edto be an employee" MOL chapter I52,§25C(�also slimes ,every sta or local£tcea g agency shall ihoId•ffie issuance or renew-al of a ficen a or permit to operate a business or to construct b m7.dings is the couimonwealf$for any applirantwho has notprodnced acceptable evidence of compliance with the mm¢rance coveXmge req=ed-" Additionally,MOrL chapter L52,§25C sees-Nmfl cr the -mymM nor jily offs political subdivisions shall ens=-r into any fartheperfa�-ance of Public wmktartl acceptable evidence of c�pliancewith Elie insmc`�ce.. recr==efsofthiscbaptmbavmBeen.preserh�dinthe 0ontractiag.suffioziLY-7 ApPlira7t-is Please fill Dirt the woz 'compeasaiaon affidavit coarpleiPly.by d=-king d.e boxes thatOf apply to your sifnaiion and,if n.messa y;sopply sob-contractor(s)name(s), addresses)aodPhMO n=ber(s)alongwitiitheir c cate(s)insur�ce. Limfted Liability C�amP®ies(LLG)or Limited Liability Parfnessbigs(LIP)witl�no erupIoyec$oilih er than tine members or partaeas,are not rbquired to caay warkexs'co-mpmsaficm msuranm If an LLC or LLP does have empIoyees,a poIicy is req�ed. Be adYisedbintthis aE&-Ykmaybe snbmitted to the Departinmt of Tndnslrial Aceidecis for confirmaiinn of insm�ce coverage: Alsa be sere to sign and date she affidavit The affidavit should beretnmed to;he city cr town fEt the a} Hcadm for the permit or license is being requested,not the Department of Tnr ,-�a1 is ST cmldyon barn any questions MgXdmg the IaW or ifyon are regn ed to obtain a worio rs' compensation pofiey,please call fine Deem finez3t at the nnmbes lisis3 belo-w. Self-insured comPaoies shanld ear their self-;,,crrr-�,ce license number an the appropriate line. city or Town Officials - r Please be sate that the affidavit is co�lete andprinted legibly. The Depar[menthm provided a ce spa of flit bothmi of ffie affids:.&for youto fiIl of t is tho event the Office oflnvm-d�hRS to contacty0u"gardmg the applicant Please be sure to fill in the pe�it/Iicense number which WM be used as a refereitcn rmmbes In addition,an applicant that most mbnait nnultiple penaif>Hcceose applications in any given Yam•,need.only mbmit one affidavit indicating ant p oacy.infotraation(if neress �Aaiy)and=der"lob ddrCe the applic�should write-all Inc tiuns m (cfiy or town).-A copy of the affidavitlbathas been officially stamped or mid byte city OEE town maybe proves to ffie applicant as prooft hat a valid affidavit is on file for fain Pcmipi-,or licenses. Anew affidavitmust be filed out each year.Mcm a home owner or citczrn is obtaining a license or permit not related to any burin=or conim=W 7=11"m b (ie_a dog license or pcnaut do es mn Ieav etc.)said pm- e son is NOT red to complete this affidavit The Office ofInVcsdgahoiswould hIMto flankyottm.a&==flocyour cooperationandsbotiIdyoubare anY4 6�� please do not hesitate to give m a call The Depadmenfa a ddre4ss,telephone and fax number: + Departm mt ofhiftstdBlAoidents ' BastmZ MA Oil11 Ta 4,1 CIS-' -49W eat 406 car 1-977 15A GAF 1Zzvised424-07 - 07/07/2017 14:09 FAX 5083942524 DICKEY INSURANCE CM 0001/0002 Prom:AIM 07/07/2017'13,42 *•118 P.002/002 qco v® CERTIFICATE OF LIABILITY INSURANCE /0712017 THIS CERTIFICATE ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLIER. THIS CERTIFICATE DOE NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND, OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS C FICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE PRODUCER.AND THE CERTIFICATE HOLDER. IMPORTANT: If the flcate holder is an ADDITIONAL INSURED,the policy(ites)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and condi ions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in leu of such endorsement(s). PRODUCER 04971 -001 Dickey Insu=aace Agency Znc 4971/1/452 Dickey Insurance Age ncy Inc vM. No.: PO Box39 Dla'Lrlisport,MA 0263S nE°oNtW. service 6thefairwayagency,com Associated Employers insurance Company 3375 INSURED INSURER Jeff Conrad Conrad Remodeling 535 Phi.nneyIa Lan a INSURER D: Cea.tesville, a0 O G39 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY T THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWIn STANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND COI DITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS TYPE OF V SURANCE R W POLICY NUMBER LItaSS l GENERAL LIABILITY EACH OCCURRENCE S COMMERCIAL GE1 IERAL LIABILITY DAM- S CtAl OCCUR NEDEXP(Any arts Devon) S PERSONAL&ADV WIRY S GENERAL AGGREGATE S EN'L AGGREGATE L APPLIES PER PRODUCTS-COMPIOP AGG S _ icy R OC IF AVTOLIOBILE LIASW f COMBINED SINGLE URR S ANY AUTO BODILY INJURY(Per person) S A�OOSS AOSOS U OLEO BODILY INJURY(Per ec6den0 i HIRED AUTOS AUTOS PROPERTYMer S — S I UMBRELLA LIA9 OCCUR EACH OCCURRENCE S EXCESS LIAB CLAM MADE AGGREGATE S DED ON S S o xtT�Ti�s ` A N rA WCC-500016143-2017A 6J24/2017 6/Z4/2018m s 100 000.00 (pp6eandatory>n NuHI r EL DISEASE-EA tPLOYEE S 100 OOO.OD b0Z OF OP 'IONS b.*. E.L.DISEASE-POLICY LIWT i 500,000.00 DESCRIPTION OF OPERAW WS r LOCATIONS I Ve axs(AURch ACORO 101,AdMama Ralwla SehecPA%N more spaoa Is raWlsw) The workers compet sation policy does not provide coverage for Jeff Conrad CERTIFICATE HOLDtR CANCELLATION Town of Yarmouth Attention:Building 0 vision SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Yarmouth Town Hall THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN 1146 Route 28 ACCORDANCE WITH THE POLICY PROVISIONS. South Yarmouth.MA 02664 AUTHORIZED REPRESENTATIVE 0 1 988-201 0 ACORD CORPORATION.AO rights reserved. ACORD ZS(2010/OS) The ACORD name and lo go are registered marks of ACORD Massachusetts Department of:Public Safety Bpard of Building Regoiations and Standards License: M009657 Construction Supervisor JEFFREY M CONRAD 535 PHINNEYS LN � .CENTERVILLE MA 02632 ^CK t/l— =x [ration Commissioner 12t2312017 � J � C?��n,�a�lrirrearrcaeulll a�C�laasnc�uaell3 s _ Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE-Individual before the expiration date. 11 found return to: a i _iibisUatjon. Expiration Office of Consumer Affairs and Business Regulation =1240 A r i 05/08/2019 10 Park Plaza-Suite 5170 JEFFEEY M.CONRAD - } Boston,MA 02116 DB/A CONRAD REMODELING!i%; w � JEFFREY M.CONRA[) �` ti f �lt Gl 535 PHINNEYS-N CENTERVILLE,MA 02632 NOt valid Without Signature— Undersecretary XFINITY Connect https:Hconnect.xfinity.com/appsuite/#!!&app=io.ox/mail/detail&folder=defaultO/IN-BOX&i... Botello Caggiano.pdf Q Q ® Open in browser tab x Beam calcs Details DoUble11'1,-VxX77.;1. t9f—VPLA- AIft-2:00100-A5 NameF1O91[Pe _Algiano.pdf Dry 1 span I Ne Ean(Rawm 1,0%12 slope• Size QC4009r 23,29g3U50:45 RC CALG0 Design R91Pgrt 3 F)U#0 @090 File Name BEQAW Project; Modified Job Nam@i 991ano DesgiPOW&l_dprjhQwd@r JEFFCONRAD Address: 58 Syua[e Rigger Lane $peafier Good m City,Stat@>,Zjp..Hyantl*-,MAW Lle gnor: Attache409mgr: Cgmpany: Q94p sports: �E_$R-pg40 Mjsc: Thanks Eric Ste Outside (508)64 (508)4 i 1 1 1 1x . g (508)4 i 1 1 1 www.bo <a bout:. m Stateme PO ®t Tgtal;Haizontal1Prodi�ct L gth_�09,-96-00 This ern f�R� oit�uRt,�l!try(Do_wn,/i�P! )}cis,) confider w Wlnd Root LNo privilege or entiti( B1,3t%2" ®50 d 0 Pt)P/h0 7,84/1�0 hereby i W".- Pamw VIgtM Rat Uys Trlb. of any a Lo8d Summ®ry strictly F Too"Descro tion' Load TWO Rot. Start End 100% 60% 11 % 160% 126% immediF 1 90ina 11nf.-,Nam,(I0M.) L 00 00.00 09.0¢;00290 10 !10 00 90 transmit 2 r'?-1 ynf:Aren QW44%) L 00-99M 09=06-00 15 go0�08 00 are to bi Coral lX8,S1Jrt111184V Valuo 8G Al".abto Q uatlon Gasp Location ---Fo pos,melnent 4,7974I4 49 % 11§yo 3 04A09v00 From:C End Shear 1,787I0s 92 2@'a {1§y/o 3 9010112 To:esta Total Load!Doti.. i./346 0 314"), 69 4% n(a 3 0409-90 Live Load..Detl. Use@�018_�°) 61 aye Ma 6 04,WAo � Sent: 1( Max;Deflt. 0,314" 3t,4ge n!a 3 94:09_O Subject: span li Opah, 15 n!a n! Q Squa§h 0101- s Valid Eric,2 c %,Allow TO.-Allow SAIna t Namtwr Material ----Orig i V From: E 09 WAlliplale 9 iM2 Y"3 W, 2 202 IN "to 94% Uirl.wp flied Sent:Tt Bi Wall/p)ate. 3.1/2'x;3 t�2" 2,202 Ibs n!@ 299!� Unspegfied To:Coo Notes Subject: Design meets Code minimum 0249)Tgtal load de(leg)ion criteria. pesign mpets Code mmimNm(ll3e9)Wye load dofleralan orteda• Charlie, Design meets arbt(rary�(t t)tMaxilnurn,Tptal;load;cte(lectlgn mlerta. Galgutatiotts.gssurr<e,malnbe►,lst(41�YibCecQd 1 of 2 10/26/2017, 12:27 PM AWC wade to Wood Construction in High Wind Areas:110 rah Vend Zone Massachusetts Checklist for C®mpil nCe(780 CMR SMI.2.1.1)1 C�1 Check 1.1 SCOPE Compliance WindSpeed(3-sec.gust)......:........................................................:...................................................110 mph Wind Exposure Category••........................................................ ..................B ✓ 1.2 APPLICABILITY Number of Stories ..............................................................(Fig 2)............................ stories 5 2 stories RoofPitch —��..........................................................................(Fig 2) ........................................... 3 _<12:12 Mean Roof Height . ................................................. ..(Fig 2).................................................�ft <33' Building Width,W............................................................. (Fig 3)..............................................* ft s 80'. e� BuildingLength, L ..............................................................(Fig 3).................................................1 Its 80' Building Aspect Ratio(l/1111) ...............................................(Fig 4)................................................ .r 5 3:1 Nominal Height of Tallest Openin92 ...................................(Fig 4).................... ..................ZKv7 5 6V e/ 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)....................... . ......................................... 21 FOUNDATION Foundation Walls meeting requirements of 780 CMR 6404.1 Concrete............................................................_............:._. .......... Concrete Masonry ............................................................ .. 2.2 ANCHORAGE TO FOUNDATION" 518"Anchor Bolts imbedded or 518"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general..........................................(Table 4)................................ . in Bolt Spacing from endfjoint of plate ............................(Fig 5) ( in 5 6°—12 Bolt Embedment—concrete ............:.. ..............................._..... ........................(Fig 5).................................................a in.z r Solt Embedment—mason ry.........................................(Fig 5)............................................ O in.>_15° PlateWasher...............................................................(Fig 5)...............................................z 3°x 3'x%4 _ - 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6)............................�ft 512'or L/2 or Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........................................ _�l Maximum Floor Joist Setbacks Supporting Loadbeadng Walls or Shearwall................(Fig 7).................................................... D It 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... ®ft <_d FloorBracing at Endwalls.................................................••(Fig 9)....................................................— Floor Sheathing Type ........................................................ 780 CMR Chapter(per pter 55).................. Floor Sheathing Thickness.................................................(per 780 CMR Chapter 55)....... �.� in. Floor Sheathing Fastening..................................................(fable 2).. D d nails at G in edge/�Z infield 4.1 WALLS Wall Height Loadbearing walls....................................................... (Fig 10 and Table s� Non-Loadbeadng walls................................................(Fig 10 and Table 5)..........................._ft 5 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)................... 6 in.5 24 o.a Wall Story Offsets -. —�..................................................... (Figs 7&8)............................................ Q ft :5 d _..� 4.2 EXTERIOR WA" Wood Studs Loadbearing walls. .........................................:..........(Table 5)..................... 2x±- ft fn. t/r Non-Loadbearing walls—-- ...••-•....... ......:..................(Table 5)..............................2x -�ft in. Gable End Wall Bracing Full Height Endwall Studs.................................••.........(Fig 10)......-----.................................... WSP Attic Floor Length................................................ i 11 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................ >_0.9W .......... 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11)....................... ... ........... Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)............:........ g r� Splice Connection(no.of 16d common nails)..............(Table 6).......................................................... ,/ AWC wade to Wood Consgrlfcdon in High WW A easo 110 nrh Mind Zone MagSaChUSettS CheCkH9t fOT COMPHSIRCe(780 CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails).............. able Non-Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)...............(Table 8)................. Load BearingWall ........plia........................._� _tom Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ............................................... ....(Table 9). it to in.511' ..... ................................ Sill Plate Spans (Table 9)................................... A�in.511' .... ................ Full Height Studs (no.of studs)............... ....(Table 9).... .......... . ................................. Non-Load BearingWall Openings penings(record largest opening but kthedc all openings for compliance to Table 9) Header Spans.............................................................(Table 9). ft S in._<12' .-- • C.i Plate Spans............................ ....(Table 9).................................. . ft G in.s 12° ........................... Full Height Studs(no.of studs)............................ . _(Table 9)....................................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° -3 Minimum Building Dimension,W Nominal Height of Tallest Opening2 ...................... ..................................................... 6'8° Sheathing Type.... ............(note 4)....................................... Edge Nail Spa an """"""'•�9g......--•................................(Table 10 or note 4 if less)........................_in. Field Nail Spacing............................ .....(Table 10)................................................. t Z- in. Shear Connection(no.of 16d common nails)(Table 10)... ..... Percent Full-Height Sheathing —� 5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts)...................•• Maximum Building Dimension,L Nominal Height of Tallest OpeningZ....................................................................:..6�5 6'8' l Sheathing Type.... ............................ (note 4). Edge Nail Spacing... - . ✓ ..............•.(Table 11 or note 4 if less)....................... in. Feld Nail Spacing..........................................(Table 11)................................................. I in. Percent Full-Height Sheathing Shear Connection(no.of 16d common nails )(Table 11)........................................................ 5%Additional Sheathingfor Wall with Opening>6'8° Desi n Conce.......�...•-•*.`"�% Wall Cladding � g ( 9 Pam)..•.................• f Rated for Wind Speed?......................... - .............................................................................. 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC SRan Tool,see BBRS Website) ✓ Roof Overhang ...................................................(Figure 19).............._ft 5 smaller of 2'or U3 r/ Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U=L i4If Lateral............................................(Table 12).............................................L M plf t� Shear...............................................(Table 12).........................................;..S=�plf Ridge Strap Connections,if collar ties not used per page 21.....(Table 13)..............................T=d1C�plf v® Gable Rake Outlooker.........................................(Figure 20) ft_<smaller of 2'or pl �- Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)... U= `h7lb. -/> Lateral(no.of 16d common nails)...(Table 14)................ . L=I1'b. e/r' Roof Sheathing Type...................................................(per 780 CMR Chapters 58 an 59).................. Roof Sheathing Thickness........................................... n.a 7/16°V P Roof Sheathing Fastening...........................................(Table 2) Notes: 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a 2. Exception:Opening heights of up to 8 ft shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill late in exterior xterior walls shall be a minimu m 2 in.nominal th'. �dcness.pressure treated#2-grade. - (t AWC Guide to Wood COnstrudion in High hied Areas:110 mph WI-nd Zone Massachusetts1 -taa THIS EDGE ON MOO= Y ,,1 It II •/ II U „ II it - p M /1 II t/ It K O JY II � � r +i it a m i1i I t B 1 Z g •Ic II // $ I 10 + t1 It p � I41/ 1 r pt Q 11 11 tt 1 It it IA Ii tI rl • Il —� 11 i tt s MILSPA 1 , M See Detall on Text Page Vertical and Horizontal Meiling for Panel Attachment AWC Grade to Wood Constru loon in High Ndtad Areas:110 mph Word Zone Massachusetts ChcckUst for Compliance ergo ci 153o,.z.r.i)' * i f F f r r t` 1 f fl / f F • EDW T£ I f f F e � z 3w 1 � . .PAIL E T wUfflAKWwr-EwAcmuErAL Derail verboal and Horizontal Naming fbr Panel tttachmen# vi- • t A WC Guide t® Wood CONS&Mcgloft an MI gh WZIW A em:110 mph Wind Zone M""Chftctts ChWIdiSt forr COMPURnee geo cMR 5301.2.1.1), 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thidmess of 7/16'and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iiii. On single story construction,panels shall be attached to bottom plates and top member of the double top Plate. iv. On two story construction,upper panels shall be attadied to the top member of the upper double top Plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment �2�2GI1-7 ZONE:RC=1 OPSID REFERENCES: Setbacks: See Special Permit Assessors Map: 272 �!] Filled in Deed Book 53801252. Parcel: 4-21 Front: 20' Lot 116 (PB425/29) Side: 7.5' Rear. 7.5' FLOOD ZONE: X — Not a Flood Zone See FEMA Map #25001C0562J New Concrete N Foundat►on Dona Carter N87'07'28"E _ 63.06' 12.0' Lot 116 • �� !� 8,094±SF 0 v 8.4' 41.4' S� �m h% a0^.ye Oecka' � T � fk 6e poodeo'_ i "n —a @s Ac. ,A �O 3.3' 164: 1 t� 196, a 'l o`"n W nAsa,��"`�F�� I certify that the foundation 156.gg'Sa • shown hereon conforms to _ _:__: RGNPREVX -the -setback requirements_ of _ �NEU 43�2 the Zoning Bylaws of the town of Barnstable. PLOT PLAN At 58 Square Rigger Lane rofessl nd Surveyor Date BARNSTABLE (Hyannis) NOTES: MASS, DATE: 19/DEC117 SCALE: 1"=20' 1.) The structures shown were located on the ground 0 5 10 15 20 30 40 FEET by conventional survey methods on December 19, 2017. PREPARED FOR: 2.) The property line information shown hereon was Sedona Trust compiled from available record information. Diane P Gagggiano & Carolann Gillard Trs. 3.) This plan is not for recording and is not to be PREPARED BY: used for construction layout or deed description CapeSury purposes. 23 West Bay Rd, Suite G Osterville MA 02655 DWG #: C847-1gl cppl FIELD BY. RRL/WHK (508) 420-3994 / 420-3995fox .. r % SQUARE R1G,G;EP i P8 .4zs w` �t-.PR t U A?E) sd E y,oT H �i A 3 � t i =t 2 N i g , 0,zi s 9 OF s�c C. G C Fit".11K ft No 20Sc9 TURN OF 54AISTABLE ZONING BY--LAWS OAT-0 SEPT L 4 1987 ovr: ac,1 SI►M - 7.5 R&A - -7.5' a _ PROPERTY LINES SHOWN HEREON NERE Comm ' FROM P k3 OF RECORD AND DO NOT REPRESENT PR%ECT NO. 3.3=.20 AN ACTUAL SURVEY ON THE. MOUND. THE STRUCTURE DEPICTED ON THIS PLAN WAS LOCATED PLOT PLAN i OK THE saCUND BY SURVEY ON ARM 18 1989 in AM EXISTS As SHOWN-AS OF THE DATE OF i.00ATION. SARPJST;aHLE , MASS. 1 Ms PLAN IS FOR PLOT PLAN PURPOSES ONLY sC4[!~14-20' AML 19 1999 SHMIL] NOT BE USED FOR OTH&A THE 8E -CAPE CM Dc 4 zS d L• - FOITE 28 H440AKET Hr.ACF- 812 � Da,a "rS.SI^bfiHAL L4iS0. 4iYEXASIFEE. ►iA OMIIS 00i)4-n-M23 *`Asse5�- is offioe (1st floor): �j y FINE7-0 _ "Assessor's map and lot number .... l. ..� :./..!..� � d �� • .,. Board of Health (3rd floor): u„� Y �i�j1=_Cui%11EC�.IGI �y '� �` gr,.A�1 rEn r tewage Permit number ................. �"...�.....�+ .. .. ..... .; 11IfiYlti..S �et`i Y e�9z,wLe, Engineering Department (3rd floor): 5 p- i63" House number ........................................................................ o "rt, vo a• APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00.2:00 P.M.-only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ....construct..a single. family,,dwell,ing....................... TYPE OF CONSTRUCTION ............. .... ood fr. ...ame .. . .. ................................................................................................... r, ' ................................................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .....Lo.t...1.16.............................Saq? re.,R .gger...Lane..............................#�.Y.1X1x11 s.,... ........................ ProposedUse ............................................................................................................................................................................. Zoning District .......IRTAr........................................................Fire District ......EY41:1n.i,$..................................................... Name of Owner ..Capr.icorn..Re;alty...Trttst..........Address ..7..6.5...ks��,TCISa.L1tr1...RA. d�...Hyallns� MA Name of Builder ...Franc......R.E.;...DeV.l.CO•*.InC......Address ...7..6.5... Nameof Architect ................................:.................................Address .................................................................................... Number of Rooms ......!.ig .t...............................................Foundation .......P....C................................................................ Exterior .....Cl.a.pb.Q.FQ.d...A.nd/.o ... hiiig.les.............Roofing .....aS.Ylpc"1,�.t...Sk1zng1.es..................................... Floors .....carpet..................................................................Interior .....sheetrock . ........................................................... ' � Ga �—F.W.A. rieating ..................................................................................Plumbing .....TWn-Copper Fireplace ...Yes Approximate Cost $50 o000 . 00 y .... Definitive Plan Approved b Planning Board _____-f_/_'-�-__- 0 . pP Y g 19 Area q . ..ft.�........... Diagram of Lot and Building with Dimensions Fee �. n� SUBJECT TO APPROVAL OF BOARD OF HEALTH ..W , OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS 'I I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. r Construction Supervisor's tense .... 0.0 9 8 9 `•; -:No ...32865 Permit for ...1.z...StorY............ g '- Sin le Famil Dwellin Location lot. #116, 58 S.guare..Ri_gger Lane '' Hyannis...................................... Owner ..Capric.orn. Realty . Trust Type of Construction -- tame........................... ,...... � .. ................... �I •1. Plot ... ...................... Lot ............................... Permit Granted ....MaX. 2. .....................19 89 rDate of Inspection .....................................19 ' -.. Date Completed ......... ... ..��.........19 . r • Of TOWN OF BARNSTABLE Permit ` BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash � Ya HYANNIS.MASS.02601 Bond ................ CERTIFICATE OF USE AND OCCUPANCY Issued to Markwood Corporation Address Lot #116 58 Square Riqqer Lane, Hvannis 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. June 14 94 Building Inspector. �'fy�••: TOWN OF BARNSTABLE BUILDING DEPARTMENT = 3"1°TA = TOWN OFFICE BUILDING rua 'g�01uL HYANNIS, MASS. 02601 MEMO TO: Town Clerk FROM: Building Department artment DATE: An Occupancy Permit has been issued for the building authorized by BuildingPermit $k.. O_ ?. _ ...................................................... ....._............................»............................... . issuedto ............. �1......� .f„///� cLC ........._.� . ...__... _» ......_.._... »»� Please release the performance bond. A U W N OPBARN�.(ABLE, MAJSACHUSETTS May �J 1 •�iaS .'�_� /L.-11U4 DATE �� n' ryQ. r E .19L 89 •. PERMIT NO. 3-286.5 APPLICANT F1'LnCn R. E. Dev. Co. ADDRESS_ 765, real— ] uth I<oa:�, Hyarir_is #O0[;989 (NO.) (STREET) (CONTR•S LICENSE) PERMIT TO !"ui_C Dwells la (�) 5?ORV -I-r'1 CXit' t':11TIi l "' J�'i C'1 LJ 1C; NUMB`RNGOF UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) AT (LOCATION) Lott, 58 Square Rigger Lane Hyannis ZONING (NO.) _ DISTRICT_ . 1(STREET) —�-�_ BETWEEN AND :. (CROSS STREET) - - (CROSS STREET)' SUBDIVISION LOT- BLOCK SIZE BUILDING IS TO BE FT, WIDE BY FT. LONG 8-Y FT; IN HEIGHT'AND SHALL CONFORM IN CONSTRUCTION' TO TYPE USE GROUP BASEMENT:WALLS OR FOUNDATION ' ._ .. _ )TYPE) ;..� IREMARKS. Sewage:•#l2*9 9 13on AREA OR VOLUME _ 1176 sq. ft. ESTIMATED COST S 50,000.00 FEEMIT S 114. 00 (CUBIC/SQUARE FEET) OWNER CaUri-Corn Re;iity mru^t n. " BUILDING DEPT. 3 ADDRESS 765 Falmouth Road Hyannis BY, J FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUAN OF ANY APPLICABLE SUBDIVISION RESTRICTION, MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR _ ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND 1. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. z. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MINAL INSPECTION TI To LATHI. E 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 8uG iP z 9f e y l C:R� ." ` HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT aunt- -IzIy BOARD OF HEALIH _ APPROVED TOWNQF BARNSTABLE i ULL AND VOID IF CONSTRUCTION IN7,Pf!:IIUN5 INUIl,A1LU ON IHI`, /.Hil li•Fl I!I .:.11Vire:anspector ,L1, -7 As f{.,,..k.;i, WITHIN SL1 MONTHS OF DATE THE AHRANGLD FUH 1!Y IFLLPHONI (III WI!IIILN ( T� #„;,, '" �;s •r. $ ..- -, TED ABOVE. NOIIFICA110N I ,. 1 TOWN OF BARNSTABLE, MASSACHUSETTS BUILDING PERMIT Ai Zfi H=171- 004 . 0t:1 _ 19 �.�Jil liJtl PERMIT 3.iN�O�._- '-/,DATE ' aila L 6 o R. E. D', y. Co.0 ADDRESS765APPLICANT r'lc1LC � jf lJ ti )� �; 7 (NO.) (-STREET)t I S LIC— 1, _ PERMIT TO 13U1 OF 1L� Dyjj-'_1l lily ( 1 i STORY_ S i Il�a�lL: rr�i1T111•,' DWEBERNG UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) --'— I�. [�AT (LOCATION) 1LO� n 116 f 58 au t rc: Rigger i.+ant?, H�•"'-'i' " ZONING (NO.) (STREETI DISTRICT_ ".,= iBETWEEN AND ' (CROSS STREET) (CROSS STREET) ---------- SUBDIVISION LOT LOT BLOCK SIZE i i I BUILDING IS TO BE FT. WIDE BY FT, LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION f TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: S`WuCjE1L99 i�-)llv AREA OR VOLUME _ 1176 sq. ft. ESTIMATED COSTS 5U, UDQ• OG FEE MIT (CUBIC/SQUARE FEET) OWNER Capricorn 1{ealtty `Prust ADDRESS 765 Falmouth Roeid, 31yaIinis BYILOING DEPT. ; �—f r� �1 %`✓1 l THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) M A- F DATA Z, COMMONWEALTH DEPARTMENT OF PUBLIC SAFETY OF ONE ASHBORTION PLACE MASSACHUSETTS BOSTON,MA 02108 of thda;1, T CAUTION EXPIRATION DATE 7 K.�, EFFECTIVE DATE LIC-NO. FOR PROTECTION AGAINST RESTRICTIONS THEFT, PUT RIGHT THUMB PRINT IN APPROPRIATE 0 0 BOX ON LICENSE. 0 2 �' 1H z BLASTING OPERATORS J MUST-INCLUDE PHOTO. PHOTO(BLASTING OPR ONLY) FEE:. NOT VALID UNTIL SIGN BY L ENSEE AND OFFICIALLY HEIGHT: STAMPED-OR- . F THE COMMISSIONER J li N DOB: L, Q THIS DOCUMENT MUST BE SIGN NAME IN 8EL SIGN TURE LINE CARRIED ON THE PERSON OF SIGNATIORE OF LICENSEE __,A, THE HOLDER WHEN EN- OTHERS-RIGHT THUMB PRINT GAGED IN THIS OCCUPATION. COMMISSIONER -RAC-1-ORS REGISTRATION ' ME IMPROVEMENT C-:ONl 17 lard .If BUilding Regulations and Standards One Ashburton F'lace - Rc-c-m 1301 Boston, Massachusetts 02108 HOME IMF'ROVEMENT C-:ON*rRAI__:TOR Reclistration 100871 Expiration 06/24/94 -I'yp(.:? - F,R I VATE C-:ORF'ORAT ION OME IMPROVEMENT CONTRACTOR Registration 100871 Type PRIVATE CORPORATION M a r k w d C.cj r n o r�_:k t i c,n Expiration 06/24/94 Tim.thy M. I"earson 10 Seaboard Lane Hyannis MA 0'601 Markwood Corporation 6 Timothy M. Pearson�Seaboard Lane ADMINISTRATOR Hyannis MA @2Ql • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 1 al Parcel ®d /0J I Application # 0?4 Health Division Date Issued Conservation Division Application Fee hh Planning'Dept. Permit Fee V Date Definitive Plan Approved by Planning Board- Historic- OKH A10 _ Preservation / Hyannis Project Street Address a 1 Village 1_ Owner iccrNG C c v, c&nn 0&4 r;Address �5 Telephone a • t . fl- Permit Request l�l SoluxnaAs EM s, C-1 (�> i �n rc�rr l lCc1 j �i � i c .vet �' 1 AA ry--cw" wli+ (.10 U,,k5 Square feet: 1 st floor: existing proposed — 2nd floor: existing proposed Total new ,-- Zoning District Flood Plain �- Groundwater Overlay Project Valuation-!$ ka bbd Construction Type Lot Size Grandfathered: ❑Yes 6No If yes, attach supporting documentation. Dwelling Type: Single Family 3A_ Two Family ❑ Multi-Family(# units) Age of Existing Structure cAD n.S Historic House: ❑Yes, /�lo On Old King's Highway: ❑Yes Flo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ N Other A— Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) _ Number of Baths: Full: existing new Half: existing new Number of Bedrooms: r-- existing _new 4� !�lR� Total Room Count (not including baths): existing new First Floor Room Count-, Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ OtherI`r Central Air: ❑Yes ❑ No Fireplaces: ExistinawNew Existing woodA oal stove ❑ s ❑ No Detached garage: ❑ existing ❑ new sizPool: ❑ existing ❑ new size Barn: ❑bxisting ,0 neg sized Attached garage: ❑ existing ❑ new siz hed: ❑ existing ❑ new sizea-Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ;3'No _ If yes, site plan review# Current Use 50,wh� Proposed Use u� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 144- Name l Cam' �k-� 0y alV17 elephone Number Address �- 0 �� License# l - C �l� Home Improvement Contractor# (6352, Email Worker's Compensation # ALL CO RUCTION DEBRIS RESULT G•FRM O THIS PROJECT WILL E TAKEN TO. Uu SIGNATURE DATE ctn\belt- 1010 IS' 1 L f FOR OFFICIAL USE ONLY APPLICATION # 't r� DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: "3 FOUNDATION FRAME INSULATION FIREPLACE 1 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL �F s GAS: ROUGH FINAL ,S FINAL BUILDING 5• 1 DATE CLOSED OUT S ' ASSOCIATION PLAN NO. ti DocuSign Envelope ID:7823D16D-579B-42B5-B7B0-5C8B5095BC4C r SolarCity I AMENDMENT Customer Name and Address Installation Location Date Diane Caggiano 58 Square Rigger Ln 12/9/2015 Hyannis,MA 02601 58 Square Rigger Ln Hyannis,MA 02601 Congratulations! Your system design is complete and you are on your way to clean, more affordable energy. Based on the information in your System design,there are some amendments we need to make to your Power Purchase Agreement(the"PPA").The amendments are as follows: • We estimate that your System's first year annual production will be 4,181 kWh and we estimate that your average first year monthly payments will be$43.55.Over the next 20 years we estimate that your System will produce 79,764 kWh.We also confirm that your electricity rate will be$0.1250 per kWh,(i.e.electricity rate$0.1250 and tax rate$0.0000). Your electricity rate,exclusive of taxes,will never increase more than 2.90%per year. By signing below,you are agreeing to amend your PPA and you are agreeing to all of the new terms above. If you have any questions or concerns please contact your Sales Representative. Customer's Name:Diane Caggiano Power Purchase Agreement Amendment DocuSigneed by:e - Signature: FV(AVUI w E577WAC85CF469... S o I a r C I ty Date: 12/9/201 5 approved Customer's Name: Signature: ' Signature: Lyndon Rive, CEO Date: Date: 12/3/2015 r t 3055 Clearview Way,San Mateo,CA 94402 1 888.765.2489 solarcity.com Power Purchase Agreement Amendment,version 2.0.1,June 25,2015 Contractor License MA HIC 168572/EL-1136MR Document generated on 12/3/2015 '4 1 1367294 n � e 1'45olarCit . OWNER AUTHORIZATION Job#: -Vro ' CJZ �i 2 (qg' - ad Property Address: 1 I r rc A G� iq N as Owner of the subject property hereby authorize SOLARCITY CORPORATION to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner: ate: V.nwachusoets 04euenmwat of aun},c sat"j ffouu of awf4i^n i20940040%slid 5141mlards . cawys CS-108616 JASON PATRY 821 STEWARr nRIVS Abington MA 4 �. .. ..., 0=612019 OI[iaofCouaaurA!Ties&tiosimsaRegaudoo i HOME IIAPROVEMBU CONTRACTOR �! Regtatratlon: loam Typo ry� Exphation: 3f Ml-r Supplemom C SOLAR CITY CORPORATION I JASON PATRY 24 ST MARTIN STREET BL0 2UNI &Ak. Burt MA 01762 Uodcraerepry I (71// . `�z{n'/Gll�(�(1112 ( C?�� t✓: icrcir..;1r'1�% '� Off ce of Consumer Affairs d Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement,Contractor Registration Registration: 168572 Type: Supplement Card +� Expiration: 3/8/2017 SOLAR CITY CORPORATION CHERYL GRUENSTERN - -- - - 24 ST MARTIN STREET BLD 2UNIT 11 MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. SCA 1 t; 201J-65.11 Address ' Renewal ', Employment Lost Card _ ffice of Consumer Affairs&Business Regulation License or registration valid for individul use only .' before the expiration date. If found return to: IMPROVEMENTCONTRACTOR pO* 'bME Office of Consumer Affairs and Business Regulation : Registration: 168572 Type: 10 Park Plaza-Suite 5170 -t' Expiration: 3/8/2017 Supplement Card Boston,MA 01116 SOLAR CITY CORPORATION CHERYL GRUENSTERN 3055 CLEARVIEW WAY - 1.� Uzi t� �� 1AA-1t s L L;'_ SAN MATEO,CA 94402 - d- --},— --- - --.• - ---- Undersecretary -Not valid without signature The Commonw dth of Mazwkmmu Department of Industrial Accidents 1 Congress Siree4 Suite 100 Boston,MA 02114--2017 wwov mass.gav/din Workers'Compensation Insuraric:e Midaft.Seii4ers/Contractors/Eleetrictans/mumbers. TO BE T11,ED WITH THE PERMITTING NG AUTHORITY. Appticantbtformation Please Prier l,ceiy. N=e(BusinessX4aniza1inn/tndh idont): SolarCity Corporation Address: 3055 Ciearview Way City/Staic/Zip: San Mateo,CA 94402 Phone#: (88$)765-2489 Are you--Rployef?Check the xpproprlate lwxs - Type of project(required): I.01 ara aemp2oy'a wilt 15,000eaglloyecs(%l I aid/orpari titxe)-* -7. ❑New construction 701 am a sale prvprietoror partnership and have no employees wort-its for inc in 0. Remodeling anytgsacity-R%vnrkm'cores.insutanrc regtairod.I 3.JI amalno.d i all work setC aworkeW camp,insurance g• ❑Building ►� �' R� p >���1 r 4.[]l am a hunaowner and will be hiring carttraWa to conduct all wok on my property. I will I��wild ing addition ensom]rat all wuaractors either have wurl er;'compensation insurance,or are solo 1 LD Electrical repairs or additions protsielors with no cnq&ycm 12.Q Plumbing repairs or additions So i am a genuxal contractor ffisd I have hired the snlrcantractors listed on the attacfied sheet Thm�aormm.•tors have employees and have workers'comp,in3summe t 14.❑Other repairs b.Q We are a cosporatiiat and its officers have emci�their rigid of axornption per MG1.a .❑� Other solar panels 15Z#1(d�and we have no employees,[No wod oW eoinp.loserance req*A.1 *Arty aWlicon dial checks box It mast also rdl out dne section below showing ttsvir amrkers'carrpsrctarian policy inrortwon. *1 i0meowmE wle s0roit this Affidavit irwalting they arc doing all work and then hire outside.carmactors mat submit a noes drrrdAvii irt&MIng such ZCootroc:Ws that ctx ck thus box mist ottaclwA an a"tional sheet showing the mane of the sub-eorrlr wW5 and state whCdW tsr naa those entities have employees. if the stib-mbactors have atployees,they most provide their wdrkeW comp.policy number. I am as employer that is prl Mbar workers'compensation insurance for my employees. Mow is the palicy and jab site lajar�ata: ' Insurance Company Narrate:American Zurich Insurance Company Policy*or Self-iris.Lic.#: WC0182015-00 Expiration Date: 9/1/2016 Job Site A-4dre*ss: 58 Square Rigger Lane City/State/Zip: Hyannis,MA 02601 Attach a copy of t#e workeW compensation policy declaration page(skowing the policy number 00 expiratDa date). Failure to secure coverage as required under MOL c. 152,§25A is a criminal violation punishable by a fine up to S 1,500.00 and/or one-year imprisonment,ats well as civil penalties in the farm of STOP WORK ORDER and a fine of up to 5250.00 a day an pint the violator.A copy of this statement may be forwarded to the Office ofluvestigations of the DIA ror insurance coverage va mention. I do kerebp cer under the pails and penalties of p4ury lhar toe beformatton protded above is true and correct. asan Pa - December 10, 2015 O iat use onl . Do hot be r ed cl or town o 1aL j/ic y write this urea,to ampler by ty ,j�7c City or Town: Permit/License# isming Apthority(circle oboe): . 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Eleetrical Inspector S.Plambing Tospector 6.Other Contact Person: Phone#: AC R� DATE(MMIODIYYYY) C> CERTIFICATE 4F LIABILITY INSURANCE 08070015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND COFFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN T14E ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this cartificate does not confer rights to the certificate holder In lieu of such endorsement(s). CONTACT MARRRISK$INSURANCE SERVICES 345 CALIFORNIA STREET,SUITE 13M UIIV r o.Lmk .... CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 Allrc Shannon Sc*415-743M34 1N9URER(5}.AfFORDINO CDVERABE.._ __._._ SCE _ �995301-STND-GMWNUE-i5-16...._..._...-- _-- - INsuRERggZurich American insuranceCompany i105 INSURED INSURER B;NIA AA 30hdlCky DearArpoWay .-._._.....__.. — -.....__....... ... ..............�.._.__...._ ._.._. 30b5 Clean4ew Way IasuRER c:N!A 4VIA San Maley,CA 94402 INsuRER D:American Zurich Instance Comparry 10142 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-00271383H8 REMSION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAW. IL7R i IADDLTSLMT'. NUMBER PdUC EFF POLICY 6XP — LIMITS _ .............. TYPE OF INSURANCE A [X COMMERCIAL GENERAL LIABILITY GLOM82016-00 49101015 0910112016 EACH OCCURRENCE S 3.00000 DAMAGE TO TED C I I LAIMS-MADE n OCCUR PRE fmg .. v[e J.,. S —._ 3,00D,000 1 X I SIR:R50,ODD I MED EXP(My rnle.➢�!1... 5.... _......._._— 5�_ PERSONAL&ADV INJURY $ 3,000,000 GENrL AGGREGATE LIMIT APPLIES PER: - GENERAL AGGREGATE $ 8AD0,000 X PRO -- .. . — POLICY l.. JECT �.....[LOC PRODUCTS:COEAPIgP AGG OTHER. I S A AUrOMOMELIABILITY ; E9AP0102017.00 49AiP1015 MMIn016 COMBINED SINGLELNET S 5,600,000 . .B_u'-dam--•-.___.._.-- --...._.__. _... X ANY AU70 I Bonu-Y INJURY per person)ALL S x_. AUTOS OWNED X AIDS ICED I BODILY INJURY"r awident) S aOAIO'AMED ) x, HIRED AUTOS X-. ALTOS I I I 1... _ ....:... .. S COIAPICOLL DEG: S $5,000 UMBRELLA L1AB OCCUR ! £ACHOCCURRENCE S H EXCESS LIAB CLAIWS MADE ! AGGREGATE 5 DEDT i RETENTIONS S D WORKERS COMPENSATION ; jWC0162014-ffl(AOS) 09101015 109/0112016 x I PER :OTH. AND EMPLOYERS!UABIUTY YIN L�T{iTUTE — ER A ANY PROPRIETOMePARTNERlEXECIlTllE +. ;WC01r3'1OI&W(MA) 091D1015 09,101=6 E.L.EACH ACCIDENT S 1,000,000 OFFICERAW AER EXCLUDED) NIA; —--. ..._......_ ............-- (11MyyaeenAatm In NH) WC DIAl1CTIBLE$500,000 E 1.DISEASE.EA EMPLO S 1,004,000 1.OWLrRIPnOa OF�OP RATIONS below ! E.L.DISEASE-POLICY LIMIT S -I,�. ( OESCRTPTION OF OPERATIONS I LOCATIONS 1 VERC:LES IACORD 161.AddlBonal Remarks Schedule,may be attaahsd It more space la regWredl Evidence oilnsluance. CERTIFICATE HOLDER CANCELLATION SdarCay Corporation SHOULD ANY OF THE ABOVE DESCIBED POLICIES BE CANCELLED BEFORE 3055 Clearvien Way THE EXPIRATION DATE THEREOF, NOTICE WILL 13E DELIVERED IN San Mateo.CA 99402 ACCORDANCE WITH THE POLICY PRAVISIONS. AUTNORMED REPRESENTATIVE or Marsh Risk&Insurance Services Charles Marmolejo 01988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD Version#53.4-TBD SolarCity. December 3, 2015t1 OF A RE: CERTIFICATION LETTER N G Project/Job#0262198 . Project Address: Caggiano Residence 58 Square Rigger Ln Q Hyannis, MA 02601 S �N6 AHJ Barnstable Nat- SC12/03/2015 Office Cape Cod Design Criteria: -Applicable Codes= MA Res. Code, 8th Edition,ASCE 7-05,and 2005 NDS - Risk Category = II -Wind Speed = 110 mph, Exposure Category C -Ground Snow Load = 30 psf - MP1: Roof DL= 10.5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 21 psf(PV Areas) a Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.18757 < 0.4g and Seismic Design Category(SDC) B < D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation, I certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. This review relies on the roofs structural system having been originally designed and constructed in accordance with the building code requirements and having been maintained to be in good condition. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the ASCE 7 standards for loading. The PV assembly hardware specifications are contained in the plans submitted for approval. Additionally a summary of the structural review is provided in the results summary tables on the following page. Digitally signed{by Nick Gordon Date:2015.12.03+1:06:06-08'00' c% 3055 Clearview Way San Mateo,CA 94402 T(650)638.-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 243771.CA CSL$888104,CO 8C 8041.a t lO t1M32779.DC{VC 71101480,DC HIS 71101488.Hl CT 29790.MA HiC 168572,MD MH O 128948,RJR 13vH001M600. OR COS 180408,PA 977343,TX TDLR 27006,WA GCU SOLARC'01007.O 2013 Solw lty.All rights resalvwl. Version#53.4-TBD SolarCit o„ i, HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-Landscape Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration . Uplift DCR MPi 64" 24" 39" NA Staggered 69.8% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPi 48" 19" 65" NA Staggered 87.0% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MPi Stick Frame @ 16 in.O.C. 200 Member Analysis OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site.The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. 3055 Clearview Way San Mateo, CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 243771,CA CS 6 888104,CO FC 8041,CT HIC 0632776.DC HIc 71101486,DC H18 71101488,HI CT-29770.MA HIC 108572,MD MHIC 128948.NJ 13VH06100600, OR CCO 180498.PA 077343,Tx TDLR 2700P,WA GCL-SOLARC-019OZ C 2013 SoiarGtp..All r4thts reserved. it STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1 Member Properties Summary MPI Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" Roof System Properties 'S an 1 �v'. W 12.84 ft `. ', Actual D t! 7.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofin Material 'Comp Roof San 3's'= A_; 410.88 in.!`2 Re-Roof No San 4 S. 13.14 in.A3 Plywood Sheathing Yes 'Span 5 " ` I `"' ""47.63 in.A4 Board Sheathing None Total Rake Span 14.54 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 1.17 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 11.17 ft Wood Grade #2 Rafter Slope 200 PV 2 Start I Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End I Emi„ 510000 psi Member Loading mary Roof Pitch 5 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.06 11.2 psf 11.2 psf PV Dead Load PWDLI x " 'V 3.0-psf Q 4x 1.06 X 'N tt', 3.2 psf" Roof Live Load RLL 20.0 psf x 0.98 19.5 psf Live/Snow Load LC SLl'Z ry 30.0'psf x 0.7 'I`x 0.7 21 0 psf 21 0 psf ' Total Load(Governing LC TL 32.2 psf 35.4 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Cj(Cr)(IS)pg; Ce=0.9,ct=1.1,IS=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL CIF Cr D+ S 1.15 1.00 1 0.45 1.2 1.15 Member Anal sis Results Summary Governing Analysis Max Demand @ Location Capacity DCR Result Bending + Stress 874 psi 7.2 ft 1389 psi 0.63 Pass 4 t [CALCULATION OF DESIGN WIND LOADS"�_'MPI Mounting Plane Information Roofing Material Comp Roof PV.System Typey oun , - SolarCity SleekMtT" � r - __ _ Spanning Vents No Standoff Attachment Hardware Comp Mount Type C a Roof Slope 200 16'OC Rafter Spacing _. Framin Type Direction Y-Y Rafters Furlm-Spacing, _X-X Purlins Only_, ._ _, NA Tile Reveal Tile Roofs Only NA Tile Attachment_System= ,.TilejRoofs_Only_ �,>. _ µNA . A A �- Standin Seam/Trap Seam/Trap Sp acin SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 nd;D gn Method��R� Partially/Fully Enclosed Method- Basic Wind Speed . V 110 mph Fig. 6-1 Exposure Category" � ^, � _ _Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height —h' 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Facto S J ry _ KrtT x. ._" 1:00 " " _ _- Section 6.5 Wind Directionality Factor Kd 0.85 Table 6-4 Imi5oFance Factor" "` I -` M lA Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psF Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC ool 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(GC) Equation 6-22 Wind Pressure U -21.8 psf Wind Pressure Down 11.2 psf ALLOWABLE STANDOFF,SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable.Cantilever_ _,Landscapes_ 24" _NA__ Standoff Configuration Landscape Staggered Max Standoff Tributa Area_ _ Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf NetNet Wind,Uphft'at_Aandoff __ _- -Tactual -, 349a1bs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR. 69.8% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Ma_x Allowable CantileyerPortrait_ - 19" NA Standoff Configuration Portrait Staggered Max Standoff Tributary,Area - __Trib 22-sf� PV Assembly Dead Load W-PV 3.0 psf Net,Wind.Uplift_at Standoff_ _T actual ^435 Ibs____ Uplift Capacity of Standoff T-allow 500 Ibs Standoff mand/Capacity DCR 87.0% I ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER: _J BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. 4. WHERE A TERMINALS OF THE DISCONNECTING E ALL TE E EXIS TING -E EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED. IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. " GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THEE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5.` - CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL . Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). l, Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER - R ARE RUN IN METALLIC RAC WAY OR kVA KILOVOLT AMPERE BUILDING 0 E U RACEWAYS . kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC y LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN. (N) NEW RELIEF AT ALL ENTRY. INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE ; OC ON CENTER " : UL—LISTED LOCATION PROVIDED BY THE . ` PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF-INTERCONNECTION f HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED NTH EQUIPMENT GROUND CONDUCTORS. s S STAINLESS STEEL STC' STANDARD TESTING CONDITIONS I ... TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V. VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT VICINITY MAP INDEX W WATT - 313 NEMA 3R, RAINTIGHT _ PV1 COVER SHEET PV2 SITE PLAN. r PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS i, . PV5 THREE LINE.DIAGRAM LICENSE GENERAL NOTES Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION` ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS .AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: .Barnstable - ' REV BY DATE COMMENTS REV A NAME I DATE COMMENTS - * * * UTILITY: NSTAR Electric (Commonwealth Electric) * * * CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 219 8 00 PREMISE OWNER: ` DESCRIPTION: DESIGN: \\` ■ CONTAINED SHALL NOT E USED FOR THE CAGGIANO, DIANE CAGGIANO RESIDENCE Kyle Pecevich SolarC�ty. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.�,c NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 58 SQUARE RIGGER LN" ,5.2 KW PV ARRAY ►r . . PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH Moo11�� HYANNIS, MA 02601. TMK OWNER: THE SALE AND USE OF THE RESPECTIVE (20) TRINA SOLAR # TSM-260PDO5.18 �Ir7��1 * 2a St.Martin rough Building 22.Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE.WRITTEN /tVAIfV• PAGE NAME: SHEET: REV DATE Marlborough,MA 50) PERMISSION OF SOLARCITY INC. INVERTER: T: SOLO)638-105— F: SOLO)6 01amit 9 SOLAREDGE SE5000A—USOOOSNR2 5083620933 COVER SHEET _ PV 1 12/3/2015 (Bea�sa-CITY(ass-2ae9) •.B�a�ltxC«n PITCH: 20 ARRAY PITCH:20 MP1 AZIMUTH: 112 ARRAY AZIMUTH: 112 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 45 ARRAY PITCH:45 MP2 AZIMUTH: 112 ARRAY AZIMUTH: 112 MATERIAL: Comp Shingle STORY: 2 Stories ti A LEGEND (E) UTILITY METER & WARNING LABEL Front Of House Ins INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS © DC DISCONNECT & WARNING LABELS A OF © AC DISCONNECT & WARNING LABELS N G O DC JUNCTION/COMBINER BOX & LABELS a � � Cn M 1' D �1 i 1 Q G DISTRIBUTION PANEL & LABELS SS NAL N6 Lc LOAD CENTER & WARNING LABELS 12/03/2015 Q, O DEDICATED PV SYSTEM METER 01 — Digitally signed by Nick Gordon Q STANDOFF LOCATIONS (E) DRIVEWAY I • Date:2015.12.6"11:05:49-08'00' � CONDUIT RUN ON EXTERIOR f� CONDUIT RUN ON INTERIOR GATE/FENCE N Q HEAT PRODUCING VENTS ARE RED 00 Ln INTERIOR EQUIPMENT IPMENT IS DASH ED L=J Inv SITE PLAN N Scale: 1/8" = 1' 01' 8' 16' W S J B-0 2 6 219 8 O O PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL A THE INFORMATION HEREIN [INI B NUMBER: \� �SolarCity.'CONTAINED SHALL NOT BE USED FOR THE CAGGIANO, DIANE CAGGIANO RESIDENCEKyle Pecevich BENEFIT OF ANYONE EXCEPT SOLARCITY INC., OUNTING SYSTEM: ' NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Mount Type C 58 SQUARE RIGGER LN 5.2 KW PV ARRAY PART TO OTHERS OUTSIDE THE REGPIENT'S MODULES.o YP H YAN N I S, MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE 20) TRINA SOLAR # TSM—.260PDO5.18 SHEET: REV: DATE- Marlborough,MA 01752 t SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME 1 (650)638-1028 R (650)638-1029 PERMISSION OF SOLARCITY INC. 19: 5083620933 SITE PLAN PV 2 12/3/2015 (688)—SOL—CITY(765-2489) www.solaretycom OLAREDGE SE5000A—USOOOSNR2 S11 j 1 F of • .F - r (E) LBW SIDE VIEW OF MP1 NTS • ' MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES - A • w LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" .19" ROOF AZI 112 PITCH 20 r RAFTER 2x8 @ 16" OC ARRAY AZI 112 PITCH 20 STORIES: 2 C°J, 2x6 @16" OC 'Comp Shingle PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE { ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. - ZEP COMP MOUNT C ZEP FLASHING C (3) K OF (E) COMP. SHINGLE oa N G ( 4 PLACE MOUNT. , , (E) ROOF DECKING (2) (5) -F--i4STALL LAG BOLT WITH 1 5/16" DIA STAINLESS (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH Sg NAL�N WITH SEALING WASHER (6) BOLT & WASHERS. 12/03/2015 (2-1/2" EMBED, MIN) (E) RAFTER STANDOFF r S „ Scale: 1 1/2 — 1 - _ - CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 219 8 00 PREMISE OWNER: DESCRIPTION: DESIGN: \\` . CONTAINED SHALL NOT BE USED FOR THE CAGGIANO, DIANE CAGGIANO RESIDENCE Kyle Pecevich `'�f:''•SolarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC.. MOUNTING SYSTEM: .,,, NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 58 SQUARIE,I RIGGEER LN 5.2 KW PV ARRAY ��� PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES H YAN N I S IVI A O2 V O1 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St Martin Drive Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (20) TRINA SOLAR # TSM-260PD05.18 SHEEN REV. DATE: Madan Drive, MA Building 2, SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN Z Z PAGE NAME PERMISSION OF SOLARCITY INC. MVERTER: "=5O836ZO933 PV 3 12 3 2015 T: SOLO)s36—t65— F: (650)638-1029 SOLAREDGE SE5000A—USOOOSNR2 i : 'STRUCTURAL VIEWS / / (s66)-soL-aTr(�ss-24ss> wwwsolarcity.com UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. J B-0 2 6 219 8 00 PREMISE 0MER: DESCRIPTION: DESIGN: CONFIDENTIAL A THE INFORMATION HEREIN JOB NUMBER: . SOIarCIt CONTAINED SHALL NOT BE USED FOR THE CAGGIANO, DIANE CAGGIANO RESIDENCE Kyle Pecevich ' BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �'" NOR MALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 58 SQUARE RIGGER LN 5.2 KW PV ARRAY PART TO OTHERS E THE RECIPIENT'S ORGANIZA710N, EXCEPT MODULES ' H YAN N I S, MA 02601 24 St. Martin Drive.Building z Unit 11 ., EPT IN CONNECTION NTH THE SALE AND USE OF THE RESPECTIVE (20) TRINA SOLAR # TSM-260PD05.18 PAGE NAME SHEET: REV. DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN T: (650)638-1028 F. (650)638-1029 INVERTER: PERMISSION OF SOLARCITY INC. SO AREDGE SE5000A—USOOOSNR2 5083620933 UPLIFT CALCULATIONS PV 4 12/3/2015 (esB�soL-aTY(7s5-248s) .nm.salara,ty.aam GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE Panel Number: Inv 1: DC Ungrounded GEN %8572 BOND (N) #8 GEC TO TWO (N) GROUND NoMatch 9 INV 1 —(1')SOLAREDGE SE5000A—USOOOSNR LABEL: A —(20)TRINA SOLAR ## TSM-260PDO5.18 # RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:304969744 Inverter; 50(OW, 240V, 97.5%; w�Unifed Disco•and ZB,RGM,AFCI PV,Module; 25OW, 236.9W PTC, 40MM, Black Frame, H4, ZEP, 1000V, ELEC 1136 MR Underground Service Entrance INV 2 Voc: 38.2= ,°Vpmax.. 30.6 INV 3 Isc.AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL E3 20OA/2P MAIN CIRCUIT BREAKER ' ' t._ 4 (E) WIRING Inverter I _ CUTLER—HAMMER 20OA/2P -Disconnect 2 SOLAREDGE SE5000A—USOOOSNR2 � • (E) LOADS A u zaov �~ ` 30A/2P _ .. EGC/ W DC+_ ..., `g 1 DC+•.:' - - 3, - -•, - - . --------------- --- --- -, p I GEC N DG 's DC_ MP 1:. 1x20 • r_ _ 6 I — ,. EGC----=--———————————— ———=—— —----------- EGC ——— ————' —.---- —tJ N — o _ .EGC/GEC - - GEC • +. TO 120/240V - c'SINGLE PHASE UTILITY SERVICE I I '. •' - r - <.: Y PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN " ' Voc* = MAX VOC AT MIN TEMP , POI (1)CUTLER-HAMMER #BR2p30 PV BACKFEED BREAKER A (1)CUTLER-HAMMER DG221UR8 /� ` PV (20)SOLAREDGE300-2NA4AZS D Breaker, 30A 2P, 2 Spaces Disconnect; 30A, 24OVac, Non-Fusible, NEMA 3R A PowerBox timizer, 30OW, H4, DC to DC, ZEP -(2)Gro qd Rod —0)CUTLER- AMMER DG03ON8 ' 5r8 x 8, Copper Ground�Neutralt; 30A,'General Duty(DG), i nd (1)AWG #6, Solid Bare Copper —(1)Round Rod; 5/8" x 8'. Copper d , (N) ARRAY GROUND PER 690 47(D). NOTE: PER EXCEPTION N0. 2,:ADDITIONAL y ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E).ELECTRODE , 1 AWG#10, THWN-2, Black 2)AwG g10, PV Wire,.60OV, Black Voc* =500 VDC Isc =15 ADC 1 AWG 0, THWN-2,Red O�( ) gt , •' O�(1)AWG #6, Solid Bare Copper EGC Vm -350 VDC Im 14.66 ADC 0 . . (1)AWG#10, THWN-2,White NEUTRAL Vrnp =240 VAC Imp=21 AAC - - (1)Conduit Kit;-3/4" EMT . 70)AWG#8,.TH,WN-2,.Green . . EGC/GEC-0 Conduit,Kit;.3/.4'.EMT. . . . . . . . . . . . . CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 219 8 00 PREMIX OWNER: DESCRIPTION: DESIGN: TIt. CONTAINED SHALL NOT BE USED FOR THE CAGGIANO, DIANE CAGGIANO RESIDENCE Kyle PecevichSO�C]�C�tBENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTSComp Mount Type C 58 SQUARE RIGGER. LN 5.2 KW PV ARRAY MODULES HYANNIS MA 02601ORGANIZAl10N, EXCEPT IN CONNECTION WITH rTHE SALE AND USE OF THE RESPECTIVE (20) TRINA SOLAR # TSM-260PDO5.18 _ Martin Drive, Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE: •Marlborough,MA D1752 PERMISSION OF SOLARCITY INC. INVERTER: PAGE SE5000A—USOOOSNR2 5083620933 THREE LINE DIAGRAM PV 5 12/3/2015 (W) sOL'CI1Y((765--2489js w6octyeorn • o 0 0 •o -mum Label Location: ryry�� Label Location: Label Location: (C)(CB) U.Al�'�J (AC)(POI) (� (DC)(INV) Per Code: _ o _-° Per Code: 0 Per Code: NEC 690.31.G.3 00 0 0 NEC 690.17.E ° o ° k%w NEC 690.35(F) Label Location: �:o ° - o 0 0TO BE USED WHEN O O O D C (DC) (INV) °•° ° ' o o ° -o ° ° • e INVERTER IS D O Per Code: - UNGROUNDED NEC 690.14.C.2 Label Location: Label Location: - ° ° 0 o -O (POI) -o - (DC) (INV) - e Per Code: -O Per Code: °o;�p^o o NEC 690.17.4; NEC 690.54 • -° - NEC 690.53 a ram, .e o ° ° Label Location: MOM e (DC) (INV) _ Per Code: OPP NEC 690.5(C) Label Location: (POI) Per Code: NEC 690.64.B.4 Label Location: (DC) (CB) Per Code: Label Location: 0 0 0 0 ° •-° NEC 690.17(4) ��J!!�J (D) (POI) �• o L` :o - •• o Per Code: W�I�aT►►1-o o ° ®: ° NEC 690.64.B.4 • Label Location: o (POI) _ Per Code: ° Label Location: NEC 690.64.B.7 o 0 (AC) (POI) °o o - o (AC):AC Disconnect p O Per Code: °° - (C): Conduit NEC 690.14.C.2 (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect (AC) (POI) (LC): Load Center Per Code: (M): Utility Meter �d NEC 690.54 (POI): Point of Interconnection CONFIDENTIAL- THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR =�qri� 3055 Clearview way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR MALL IT BE DISCLOSED San Mateo,CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, Label Set ��•.�• T:(650)638-1028 F:(650)638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE R&ECTIVE I�`So la 't (888)-SOL-CITY(765-2489)www.solarctty.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. ° ® Next-Level PV Mounting Technology "�^SOIafClt ® SOlar Next-Level PV Mounting Technology . • �SolafCity ZepSolar 9 9y Y I p Components Zep System for composition shingle roofs 1- Z Up-rmof Leveling Foot - r" Ground Zep In (xcy side eMwn). Leveling Foot -^' Part No.850-1172 ETL listed to UL 467 , ZeP Compadbt¢PV Module ' - .. - - - �� �. ZeP Groove� —e.••�" - • - • � _ ,. Rom?Attachment .Army Skirt Comp Mount - Part No,850-1382 Listed to UL 2582 ,. .- Mounting Block Listed to'UL 2703 J r °_ °�� Description PV mounting solution for composition shingle roofs ' Works with all Zep Compatible-Modules °OMypre Auto bonding UL-listed hardware creates structural and electrical bond i • Zep System has a UL 1703 Class"A"Fire Rating when installed using modules from any manufacturer certified as"Type 1"or"Type 2" �L Interlock Ground Zep V2 DC Wire Clip LISTED Specifications Part No.850-1388 Part No.850-1511 Part No.850-1448 Listed to UL 2703 Listed to UL 467 and UL 2703 Listed to UL 1565 - • Designed for pitched roofs • Installs in portrait and landscape orientations Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 _ • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and UL 467 1 bobst:. • Zep System bonding products are UL listed to UL 2703 • Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices • Attachment method UL listed to UL 2582 for Wind Driven Rain r ". . Array Skirt,Grip, End Caps a - Part Nos.850-0113,850-1421, zepsolar.com zepsolar.com 8 67 Listed to ULL 1565 This document does not create any express warranty by Zep Solar or about its products or services.Zap Solar's sole warranty is contained in the written product warranty for a This document does not create any express warranty by Zap Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for ' each product.The end-user documentation shipped with Zap Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely - responsible for verifying the suitability of ZepSolars products for each use.Specifications are subject to change without notice.Patents avid Apps:zspats.com. _ - responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. Document#800-1890-001 Rev A c Date last exported: November 13,2015 2:23 PM Document#800-1890-001 Rev A Date last exported: November 13,2015 2:23 PM 0 solar =oo uvu Solar'=ooSolarEdge Power Optimizer �n> , Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer g Module Add-On For North America o P300 p350 P400' ' (for 60-cell PV (for 72-cell PV (for 96-cell PV ^ modules) modules) modules) r—, - 'INPUT P300 / P350 / P400 Rated Input DC Powe?t..... .. ................ 300. ........ 350 ....:100... W..... ..- Absolute Maximum tnput Voltage(Voc at lowest temperature) 48 60 80- Vdc _ MPPT Operating Range ........8._,8 ..........8 60 8 80 Vdc - ................................ .... ... a r�Y� Maximum Short Circuit Current(Isc) .. ..10 .,. ,. Adc. ............... ................. ... �nyny�� - Maximum DC Input Curren[ - 12.5 ......m Effi....... ... ............ ............. y - _ Maximum Efficiency ... .......... .... 99 5. % Weighted Efficiency 98.. ...... .. ... .. .. ........ Overvoltage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) ` �� Maximum Ou[pu[Current -15 Adc _ I`OJI .. ......Output Volt ........ ............................................ ........ .................................... do Maximum Ou[pu[Voltage 60 Vdc OUTPUT DURING STANDBY(POWER.OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc STANDARD .,.FCC Part15 Class B IEC61000 6 2 IEC63000 6 3 COMPLIANCE .... .... ...... ...... ....... Safety IEC62309 1(loss II safety)UL1741 RoHS ..... Yes INSTALLATION SPECIFICATIONS - -- - �rAllowed System Voltage.............. ...........,. 1000 ..,....... J' ............... .... ..... ... .. . Dim ensions(W z L x H) 141x212 x40.5./S.SS z8.34x1.59 MT/in - Weight(mcludmg cablesllb ... ..950/�:........................ ...... ..Br/...... Input Connector - MC4/Amphenol/Tyco ........................................................................................ ........................................ ............. - °F"' eF - Output Wire Type/Connector Double Insulated;Amphenol ............................... ................. s1"` _ '�'" . Output Wlre length ...................................... 0 95./.............. 1 2..... .. ... m/ft.... Operating Temperature Range I -00 +85/40 +385 C/F .. Protection Rating .::....: ......... .... ... ........... ......IP65/NEMA4.........................:.................. Relative Humidity ................ .. ................ ...... ................... .............. ... ............. - - o loo % ` Rated Sr[powcr of lM1c motlule. od I of up to�5%power tatcranccalawed. PV SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE - THREE PHASE THREE PHASE f . INVERTER 208V 480V PV power optimization at the module-level Minim�nstr.. ........wero...... rs) a 10 1a ....... ........ .. ......... .. .................... -. Maximum String Length(Power Optimizers) 25 25 50 .. — Up to 25%more energy .................per S ring.. ............................ .......................... ....... 0 .... w ... � � Maximum Power Per String ...,..,...,5250 ..........6000 ......,.,12750 ...W..... — Superior efficiencyr(99.5%) - i Parallel Strings of Different.Lengths or Orientations Yes Mitigates all types of module mismatch losses;from manufacturing tolerance to partial shading - - Flexible system design for maximum space utilization - _ _. - - Fast installation with a single bolt — Next generation maintenance with module-level monitoring - 4 — Module-level voltage shutdown for installer and firefighter safety n USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA ISRAEL - AUSTRALIA www.solaredge.us ,�, ,�TrO , r t Rk r � . R o r. THE TPinamount MODULE TSM-PD05.18 Mono Multi Solutions - DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC unit:mm .Peak Power Watts-P-MID) ! 245 ( 250 255 , 260 O - 941 - Power Output Tolerance-PMgx(%) 0-+3 l ° - Maximum Power Voltage-VMP(V) 29,9 ( 30.3 l 30.5 30.6 ,u"crroN oo - G eox �Maximum Power Current-IMPP(A) 8.20 8.27 8.37 8.50 THE �o�a M ount . . i ""MEPUTE c Open Circuit Voltage-V-(V) 37.8 38.0 38.1 38.2 Short Circuit Current-Isc(A) 8.75 8.79 - 8.88 9.00 j . wsrqu,Hc HOLE n a L MODULE D ll _ $ Module Efficiency qm15 0 Cell I ,Air 15. 15.6 f 15.9 STC:Irradiance I000 W/m',Cell Temperature 25°C Air Mass AM1.5 according ding to EN 60904-3.. _ Typical efficiency reduction of 4.5%at 200 W/m2 according to EN 60904-1. . n n .{ ELECTRICAL DATA @ NOCT ® /�ELL - - Maximum Pow (Wp) .1 182 186 t 190 193 Qv" i � ! 1 .� ; Maximum Power Voltage-VMP IV) 27.6 28.0 28.1 28.3 • A T 9 6.65 i MULTICRYSTALLINE MODULE E0 E DING HOLE A A yy Maximum Power Current-IMPP( ) 6.74 6.84 6.5 t Open Circuit Voltage(V)-Voc(V) 35.1 35.2 35.3 35.4 WITH TRINAMOUNT FRAME 1 . a. - - • - - n ,� ',. _ Short Circuit Current(A)-Isc(A) 7.07 ,� 7.10 �. .7.17 f 7.27 ' 1 -NOCT:Irradiance at Boo W/m',Ambient Temperature 20°C.Wind Speed I m/s. P I 812 180 D05.18 I ` 245 260W Backview POWER OUTPUT RANGE r MECHANICAL DATA , Solar cells Multicrystalline 156 x 156 mm(6 inches) - t,G Fast and simple to install through drop in mounting solution b Cell orientation 60 cells(6*10) (}� 4 Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) • p �---` 1 Weight 21.3-kg(47.0 Ibs) MAXIMUM EFFICIENCY i . Glass 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass A-A White - Y z Backsheet Good aesthetics for residential applications Frame Black Anodized Aluminium Alloy with Trinamount Groove gg IP 65 or IP 67 rated - _ i - - - D J Box - 1-V CURVES OF PV MODULE(245W) � ! i I� �-�-� � - Photovoltaic Technologycable 4.0 mm' 0.006 inches', _ ( 1 ® �� Cables _ to.. 1200 mm(47.2 inches) _ POWER OUTPUT GUARANTEE - 9m Ieclgwa )' 1m Fire Rating Type 2 - Hi h r i e t stringent quality control f el able du o s q al m 9 Y 9 Y • Over 30 in-house tests(UV,TIC,HE and many more) oil s.� As a leading global manufacturer • In-house testing goes well beyond Certification requirements u 4.W 0DW/m' TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic 3m - _ - m 200W/m `Nominal Operating Cell • • Operational Temperature -40 +85°C ' 2. products,we believe close ( as C(±2 CI w .Temperature(NOCT) }( cooperation with our partners �' .{ p Maximum system 1000V DCQEC) is critical to success. With local ` - - - - o...I Temperature lOm 200° X. 40°° .�Temperature Coefficient of PMgx -0.41%/°C l Voltage 1000V DC(UL) presence around the globe,Trina is c ' Temperature Coefficient of Voc �.-0.32%/OC Max Series Fuse Rating 15A ' able to provide exceptional service vouage(v) Temperature Coefficient of Isc 0.05%/°C to each customer in each marker Certified to withstand challenging environmental . . _y _ and supplement our innovative, (S-) Conditions reliable products with the backing i • 2400 Pa wind load WARRANTY of Trina as a strong,bankable5400 Pa snow load partner. We are committed 10 year Product Workmanship Warranty to building strategic,mutually beneficial Collaboration with - 25 year Linear Power Warranty installers,developers,distributors (Please refer to product warranty for details) < and other partners as the backbone of our shared success in - � -�- � •-- „_._. �-_•..: _�. _. r CERTIFICATION driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY I` PACKAGING CONFIGURATION ° 10 Year Product Warranty•25 Year Linear Power Warranty us. c Sus Modules per box:26 pieces w Trina Solar olar.coited p Modules per 40'container:728 pieces f www.irinaslaccom ? V00% 6�Ad not VOID 6 " J EN-] EEE e IrOr1'1 Tr a COMPLIgNt _ O 6 0 90% - Trina Safar'S IJnear arrant, • O CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. �OMPgrjB �f�u��solar 80% ry �` 02014 Trina Solar Limited.All rights reserved.Specifications included in this datasheet are subject to q �� I -. T11 uwasolar change Without notice. Smart Energy Together Years s to 15 20 25 Smart Energy Together ea Pnt`0 .13 Trina standard Ixlusrry standard �- THE Trinamount MODULE TSM-PD05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC unlf:mm Peak Power Watts-P-(Wp) t 250 255 260 j. 265 O - 941 r Power Output Tolerance Pmnx(%) 0-+3 t t , - _ o �urx H Maximum Power Voltage Veee IV) .1. 30.3 30.5 1. ,. 30.6 I 30.8 i nD eox i Maximum Power Current IMrP(A) 8.27 8.37 8.50 8.61 THECAE` mount 1 r Hamerr^n � open Circuit Voltage-Voc(V) � �38.0 { 38.1 38.2 � 38.3 +NSTgii�nc Hole ?Short Circuit Current-Isc(A) - -¢ 8.79 8.88 9.6o- 9.10 - _ - ✓�®®� - Module Efficiency qm Cell r ,Air . . -k 15.6 �. 15.9 i. 16.2 - STC:Irradiance 1000 W/m',Cell Temperature 25°C Air Mass AM1.5 according to EN 60904-3. Typical efficiency reduction of 4.5%at 200 W/m'according to EN 60904-1. -. - -.- - ELECTRICAL DATA @ NOCT - ® �. Maximum Power P x ge-V 16. •[. _. 8.1 1 8. 1 . �MaxlmumPowerVoltage-Vine IV) 280 , 28.1. 28.3 28.4 Maximum Power Current-IMP?(A). 6.65 6.74,' 6.84 6.93 MULTICRYSTALLINE MODULE se4scxD°°DHeHDre I . .. I ` - - - - PD05.18 1N HOLE A A Open Circuit Voltage(V)-Voc(V) 35.2 35.3 35.4 35.5 I- r2-D.1 - °. WITH=.TRINAMOUNT FRAME Short circuit current(A)-Bc(A) (. 7.10' 7.17 7.27 ± 7.35 - - - N Irradiance t 0 ,Ambient.Temperature 20°C,wind Speed 1 m/s. - �- nce a 8 0 w/m' _ A/ _ ocrl , ` ��� 265.E _ ._� Back view - F' - MECHANICAL DATA POWER OUTPUT RANGE Solar cells Mulficrysfalline 156 x 156 mm(6 inches) - .. y. Cell orientation . . ':60 cells(6 x 10) ,� Fast and simple to install through drop m mounting solution . _ 'Nat Module dimensions i 1650 992 40 min(64.95 x 39.05 x 1.57 inches) - t Weight 19.6 k 43.12 lbs - ss - 16.2� \tip j v s m 1 Q .Glass. 3.2 min(0.13 inches),High Transmission.AR Coated Tempered Glass MAXIMUM EFFICIENCY AA #Backsheet White Frame I Black Anodized Aluminium Alloy Good aesthetics for residential applications I,-Box'" IF 65Yor IP 67 ratea - Cables Photovoltaic Technology cable 4.0 mm2(0.006 inches2), ®~I ��. ....._..% .. i. 1200 min(47.2 inches) _ 3 1-V CURVES Of PV'MODULE(260W) . . - . . - POSITIVE POWER.TOLERANCE �conneator Fi4 Amphenol 1tttF raoow m, s Fire Type' .�..UL 1703 Type 2 for Solar City - m Highly reliable due to:stringent quality control ' • Over 30 in-house tests(UV,TIC,HF,and many more) ''°° Haa AS a leading global manufacturer • In-house testing g02S well beyond certification requirements a soo eoow m' TEMPERATURE RATINGS MAXIMUM RATINGS - of next generation photovoltaic 1`��..y� • PID resistant Nominal O eratin Cell Operational Temperature 40-+g5°C products,we.believe close 4'0° r g 44°C(+2°C) i , - Temperature(NOCT) � " � COOperation with our,partners - i.o0 - - - e I Maximum System 1 1000V DC(IEC) c critical t0 SUCCeSS. With IOCOI - - - z.00 Temperature Coefficient of P- 4 0.41%/°C - Voltage 4._ - 1000V DC(UL) l presence around the globe,Trina is i _ - - ''00 ` - Temperature Coefficient of Voc ( 0.32%/°C i .Max Series Fuse Rating15A able to provide exceptional service .' --u�,� - ��o io 20 ao 40 - w 1 Temperature Coefficient of Isc ;0.05%/°C to each customer in each market Certified to withstand challenging environmental _ _ - vwve•M and supplement our innovative, ' conditions reliable products with the backing 2400 Pa wind load WARRANTY of Trina as a strong,bankable 5400 Pa snow load partner. We are committed to buildingarcstrategic,muted CERTIFICATION 10 year Product Workmanship warranty beneficial collaboration with p ;25 year Linear Power Warranty �y. installers,developers,distributors - r.IIS�TeB� - a�'" - (Ple°se refer to pmduct warranty for details( - Qi and other partners as the n backbone of our shared success in driving Smart Energy Together. ~LINEAR PERFORMANCE WARRANTY T �' e°_ ee PACKAGING CONFIGURATION eomeunHT - Modules per box:26 pieces - - i 10 Year Product Warranty•25 Year Linear Power Warranty w Trina Solar Limited - . . . . - www.trinasolar.com - - Modules per 40'TconTainer.728 pieces y a Ad nol Vaj - 0 90% Lv Ue�oril Tfjna SajafS BrTECl 1'rrOff4r1 - CAUTION READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT, paNP4TjB T f # •r - o f - ®2015 Trina Solar Limited.All rights reserved.Specifications included in this datasheet are subject to Kl u iS 8o% 1 � 1 ' 'Prom-asolar g P ���YY�Jolal - - �`„4�at� ",'i-4 .... change without notice. Smart Energy Together Years 5 to ls° 20 25 Smart Energy Together c vMPP 0 Trina standard .. i dil ny,standard ° Single Phase Inverters for North America p s ola r - o ro P-solar=oo � .� SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ 00 -US/ E1000OA-US/SE11 OOA-US SE76 A S 4 SE3000A-US SE380OA-US SE5000A-US SE6000A-US SE760OA-US SE10000A-US SE1140OA-US" C P n 1OUTPUT' o SolarEdge Single ■ tease Inverters r�J Nominal AC Power Output 3000 3800 5000, 6000 - 7600` 9980@208V -11400....... VA - 6 Single Phase n I u� 1 ........... ......... ....... ... ....... . ....... ...... ......... ............ :.10000.�a1,240V " 5400 @ 208V 10800 @ 208V Max.AC Power Output 3300 :4150.•:....54s0 @•240V•. ,•,6000 - 8350 •••••10950,@240V 12000 VA For North America Iuu1 . . AC Output Voltage Mln Nom:Max.ill " • .•183-208 229 Vac:. - - ✓" - ✓ SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ AC Output Voltage Min Nom Max.01 ✓ } ..211.-240 264 Vac. :...:..:..:.. .................. ..... �✓ ,✓ _..• " ✓ ✓ t SE760OA-US/SE10000A-US/SE1140OA-US ` ... .... 5). - - _ � :AC Frequency Min.-Nom:Max.il!...•... co 57 _ Hz ' (with Hl-country sethng. 60 60 • 24 @ 208V 48 @ 208V Max.Continuous Output Current............... .:.. . .12.5..•• .I......16......I:..21 @ 240V;,,I... 25.. .I 32 42 @,240V, I•..• .47 5......... .. r .: ........................... GFDI Threshold . ...............:. 1 - A Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes - - Yes - ii 3 INPUT ' "'"'"°""""'""•`'--verte"' Maximum DC Power(STC) 4050 5100 6750 8100 10250" 13500 15350 W r,,,.�n ........ .. , ......... . j - •` N a-. p'`. •etc. Transformer-less,Ungrounded .... .... ... Yes ... .. .....".... " I n•# ». t -..::...- .. .»,. '.°!',L:Z� .•:: . -; 'Max Input Voltage ..-.. .... 500 ....... .... Vdc .. a ;ai �eaaRtY m r , Nom..DC Input.Voltage_..".... ....' 325 @ 208V/.350 @ 240V.' .. ...° Vdc .. .... 16:5 @ 208V' _ ...33 @ 208V ' Max.Input Current I 9 5 13. 18 23 34 5 "Adc ". . ... ...............I.15.S�a1.240V I...........: I . ( I. - .- Max.Input Short Circuit Current 45 - ....• ' P ........................................ .......................... .:.......Yes ...-..... .. ......... ... Adc " � ,� � Reverse-Polarity Protection ,,,,... .................... .................... .........ensi ivity ..... . _ Ground-Fault Isolation Detection ............ ... . . .... "" a Maximum Inverter Efficiency••.•.•..•• 97J...... •...,98.2 983 _ 983- 98 '•'97 98 @208V ••-:.98. % i..L... _ ... @240V- ..97.:5'@.240V L.............:........ - _ ^�,, ^ — • ... - CEC Weighted Efficiency 97 S 98 97.5 97 5 97 5 .. ., ................ ....... .:.:. .._. Nighttime Power Consumption - ........... .@..5.. <4» - W _ Y.ADDITIONAL FEATURES " ' - Supported Communication Interfaces RS485 RS232 Ethernet ZigBee(optional) .. ................._.............. .... . .... - ..... ....... I"r e• •I; Revenue Grade Data,ANSI C12.1 Optionali'I •. •,.• .. . .. y ..........................._................. . .......... _4 - r ., _ - •. Rapid Shutdown-'NEC 201' 0 12 "Functionality enabled when SolarEdge rapid shutdown kit is installedi°I STANDARD COMPLIANCE I -- !� "^ - - Safety.•._ ...... UL1741,UL1699B,UL1998 CS 22.2...,.•,_„•,.. ...-. .. - ....... ......... ..... .... .. ... ...... . . { Grid Conn .. .. 1E ....... Emissions ecti CC P rt on SPECIFICATIONS:. 5class 6 A,.n 1 INSTALLATION ii ` - "$ 1. -.:• '� •��, .;., "- -6 AWG 3/4mimum/83/4"miniu /16AC output conduit size!AWG ........... ............ .. ..... ... .......................... ra.n a... , DC input conduit size/fi of strings/ 3/4"minimum/1-2 strings/ _ ••.. 3/4"minimum/1 2 strings./16.6 AWG .... .... 12 5- • Dimensions with Safety Switch _ 30.5 x 12.5 x7.2/775 x 315 x 184 30.5 x x 10.5/ in/ .. " r ,,, 775x315x,260 ,,, .mm }} `- - Weight with Safety Switch....•••••••.• _ .....51.2/23.2•.. 547/24.7 "Natural• ......•....88 4/401 I.b/.kg... .... . ... - t i 1 convection Cooling - Natural Convection - and internal Fans(user replaceable) fan(user » replaceable). r The best choice foie SolarEdge enabled systems Noise .._................<.2........ ................<..... . .....dsn.... - Integrated arc fault protection(Type 1 for NEC 2011690.11 compliance ' Min.-Max Operating Temperature "� isl g P ( YP ) P ' 13 to+140/-25 to+60(-40 to+60 version available is)) f/ C :.Rang?................................... .....................................o.................................. .. .... . .... - Superior efficiency(98%) - 1 Protection Rating ................................ NEMA 3R - - . ....................... ................................................................ — Small,lightweight and easy to install on provided bracket trl For other regional settings please contactsolarEdgesupport. la A higher current source may be used.the'nverter will limit its input current to the values stated.. Built-in module-level mDnitoring 'pl Revenue grade inverter P/N:SEx—A-USOOONNR21for 7600W inverter:SE7600A-US002NNR2I. - -� Isl Rapid shutdown kit P/N:SE1000-RSD-Sl. Internet connection through Ethernet or Wireless -40 vemionP/N:SEx A-US000NNU41fpr 7600W Inyarter:6E76D0A.US002NNU41. f Outdoor and indoor installation r . - Fixed voltage inverter,DC/AC conversion only ,l — Pre-assembled Safety Switch for faster installation • - Optional—revenue grade data,ANSI C12.1 rim., �l/ 0 USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solareclge.us r r ' 1 -7 -39-7 14'-0_ 4'.r re' z-s- 4'a- • A ' I ANDERSEN ANDERSEN DERSEN M24310 TW24310 W24310 ' •.. • R I i I • • I I , I 4 ANDERSEN EP•'11' TW24310 FREN HWOOD I SLIDI GDOOR I 1 Iq., • _ NEW PVC RAKE BOARDS NEW MULTI LVL BEAM ABOVE TO MATCH EXISTING '11 POST 12 12 —UNDER ENO BEAM 3 3 DOWN TO FOUND. • TOP OF PLATE I EXPANDED " BEDROOMEm FIRST FLOOR , SUBFLOOR ry RIGHT ELEVATION LEFT ELEVATION ` AT BUILDING DEP-r i A LI � OV, 0 7 2017 . Ll TOWN® ARtV57qBL NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS FIRSTFLOOR PLAN &DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, - DETAILS,&FINISHES IN THE FIELD WITH OWNER - LEGEND' 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT , EXISTING WALLS FIRST FLOOR TO BE 6'-10"ABOVE SUBFLOOR CONSTRUCTION TO BE REMOVED 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE,STD EDITION AMENDEMENT&IRC2009 } - � NEW CONSTRUCTION 5.) 110 MPH EXPOSURE B WIND ZONE 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, - NEW ASPHALT ROOF SHINGLES IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS TO MATCH EXISTING OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING CLIMATE ZONES(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD TABLE 402.1.2 MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS eow e" 8.) SEE CERTIFIED PLOT PLAN FOR ALL EXISTING&PROPOSED DETAILS I - - NEW we FASCIA.FRIEZE,a SOFFIT BOARDS TO MATCH 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ExlsneG 4,1 eal ALL SIMPSON COMPONENTS __ 1.R-VA TOP OF PLATE 1.R-vuues ARE MWIMUMsau-FAcroes ARE MAxIMUMs, 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS 2.1 F MEANS E OR CONTINUOUS INSULATED SHEATHING ON THE INTERIOR M EXTERIOR TO BE 3000 PSI ® ® NEW PVC C EXISTING OARDS OF THE HOME OR R=CHAPTER 4 ON CAVITY AT INSULATION INTERIOR OF THE BASEMENT WALL TO MATCH E%IBTING • 3.REFER TO IECC EASR5 CONTINUOS 4FOR ALL INSEATINa N THE ALL EXTERIOR 11.)VERIFY FRAMILL NG CONSTRUCTION DETAILS W/OWNERS ON THE SITE NEW PVC TRIM TO d 13•SMEMIS RNSULATNUOUS WSULATEO SHEATHING ON THE WALL EXTERIOR DURING FRAMING CONSTRUCTION F1MATCH EXISTING • aRl3cgvm WsuLAr10N 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE 1=1 I'HI W W 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED NE W.C.SHINGLE SIDINGTO MATCH EXISTING 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY FIRST FLOOR EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION - suBFLDOR_ INSTALLER/CONTRACTOR. REAR ELEVATION - THE DESIGN, NEW ADDITION/REMODELING *FOR, , THEDESIGNER DRAWINGSPSHALL BE NOTIFIED STARIFANY ERRORS OR OMISSIONS ARE FOUND ON SCALE : DRAWING NO.+ THESE DRAWINGS E BUILDING START.OF CONSTRUCTION.THE BUILDING CONTRACTOR ROAD WILL BE RESPONSIBLE FOR THE CONTENT MASHPEE ,MA. 02649 N THESE DRAWINGS IFCONSTRUCTION 1/4" PH.(508 •I CAG G I A N O RESIDENCE COMMENCES NOTIFYING THE 274'1166 DESIGNER OF NGS MY ERR ERRORS OR OMISSIONS. THESE THE OWNER NOTED. Y OTHER USE OFE OF E AN ME SOLELY FOR T E DATE : FAX(50 539-9402 T HESE DRAWINGS REQUIRES THEW RITEN T 58 SQUARE RIGGER LANE, HYANNIS, MA ARCHITECTOURTHE DESIGNER U ALCOPYRIGHF HIDERA 1 PROTETHE 9/21/2017 ACT OF 1850. a 14'4" 144, . 12 " SOLIDS OCKING IN THE OUTSIDE TWOJOISTBAYS NEW8•CONCRETE FOUNDATION ATM. o.c. FOOTINGS'X lB'BELOW GRADE WAL TYP. ROOF CONST. BASEMENT SOLID BLOCKING W THE -2 x 8 ROOF RAFTERS @ 1 T—. WINDOW OUTSIDE TWO JOIST BAYS -5/8'COX PLYWOOD ROOF SHEATHING I YOU 11 3/d•z)114'LVL HDR. ATM' C, .pSPNALT ROOF SHINGLES -15LB.FELT PAPER f _ ]K,1J 21 2J lN,J -11'BATi INSULATION FLAT CEILINGS(RW8) SIMPSON H 2.5A HURRICANE CLIPS IG WATER SHIELD AT BOTTOMAT OF ROOF FTER ENDS VERIFY ACTUAL ROOF PITCH 2x 10's 16.7, PROP IN THE FIELD TO FR UNDER VENT R A EXIST. i § 9 ` -WINDWA HBARERERSN RAFTERS EXISTING WINDOW STW-L ROOF TO ✓n to .ALUMINUM DRIP EDGE 3 122 ' BASEMENT T CONC.SLAB W/6 MIL I TOP OF PLATE 2 x 8's 16"e.c. POLY UNDERNEATH 4 —L TYP.WALL CONST. TYP.SOFFITVENTS ,/TGYP.BOARD NEW MULTI LVL - 4 NEW M ULTILVL BEAM 1.2,4 STUDS @ 16'o.c. ON 1 x3 STRAPPING BEAM 2.11T PLYWOOD SHEATHING �IT o.L. SA SAWCUT3'O'OPENING 3.SPRAY 4IY GYM FOAM INSULATIONc EXPANDED IN EXIST.FOUNDATION FOR m ACCESS INTONEW TO EXIST.FOUNDATION NEW FDONDALL S.W.C.SHINGLE SIDING F BEDROOM (,1 BASEMENT TOP&BOTTOM DATION WALL 6.TYPAR VAPOR BARRIER ~ 3/4'T&G PLYWOOD FIRST FLOOR SUBFLOOR-GLUED&NAILED O SUSF OCR EXIST. ROOF FRAMING PLAN P.T 2x651LLW, 2x,0's�,6'Oa GEALER NEW BATT INSULATION(R30) BASEMENT NOTES: d 1.)ALL RAFTERS TO BE 2 x 8's - NEW&•CONCRETE FOUNDATION ROOF RAFTE NEW UNLESSROOF NOTED q WAL 8'LS W/WX, CONCRETE CRAWLSPACE 2.)USE SIMPSON H2.5A HURRICANE CLIPS ^ FOOTINGS TO 4'M BELOW GRADE AT ALL RAFTERS ENDS , 4 ___ EXISTING GIRT __ __ 3.)VERIFY GUTTER TYPE/LAYOUT - - W/OWNERS (T CONC.SLAB WR MIL 9 - P YVAPORBARRIER UNDE • e - - , � - UNDERNEATH) o o SECTION @ BEDROOM TYPICAL ASPHALT ROOF SHINGLES A2 SIT CDX PLYWOOD SHEATHING 2.10 RAFTERS 15M FELT PAPER _USE SIMPSON H25A HURRICANE CLIPS WIND WAS ALL RAFTERS AT A RAFTERS ENDS BARRIER TW WIDE ICE/WATER SHIELD ALUMINUM DRIP EDGE _ NEW PVC FASCIA,FRIEZE,&SOFFIT BOARDS TO MATCH EXISTING 1 x 3 STRAPPING W/ TGYPSUM TW.2x6W WALLS NAILING SCHEDULE ' ALLS ' 110 MPH EXPOSURE B WIND ZONE 4� JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING .FOUNDATION PLAN DETAIL AT WALL ROOF FRAMING: SCALE:1/2"=1'-0" BLOCKING TO RAFTER(TOE NAILED) 2-Od 2-10d EACH END RIM BOARD TO RAFTER(END NAILED) 2-16d 3-16d EACH END WALL FRAMING: TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d - 5-16d AT JOINTS STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"D.C. 6-1T. ,INSTALL 5/TANCHOR BOLTS AT aa'o.e.MAX. HEADER TO HEADER(FACE NAILED) - 16d 16d 16"o.c.ALONG EDGES FROM END W/SIMMON BPS S/BJ BEARING PLATES OF PLATE PLACE BOLTS WITHIN T-15.OF EACH - - u FLOOR FRAMING: CORNER AND TO AB-MINIMUM DEPTH JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d - 4-1 Od PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2-8d - 2-1 Od EACH END rA BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d - 4-16d EACH JOIST l� JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-1Od. PER JOIST BAND JOIST TO JOIST(END NAILED) 3-t6d 4-16d PER JOIST co_ BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16d 3-16d / PER FOOT mOr ROOF SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) - - RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d 10d 6"EDGE/6"FIELD - RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d 10d 4"EDGE/4"FIELD ' GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/6"FIELD GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6"FIELD W/STRUCTURAL OUTLOOKERS P.T.2x 6 SILL W/SEALER GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD .. CEILING SHEATHING: GYPSUM WALLBOARD Sd COOLERS — 7"EDGE/10"FIELD WALL SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) STUDS SPACED UP TO 24"o.c. 8d 10d 6"EDGE/12"FIELD 1/2"&25/32"FIBERBOARD PANELS 8d 3"EDGE/6"FIELD ANCHOR BOLT DETAIL u2"GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10"FIELD SCALE:1/2"=1'-0" FLOOR SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) 1"OR LESS THICKNESS 8d 10d 6"EDGE/12"FIELD GREATER THAN 1"THICKNESS 10d 16d 6"EDGE/6"FIELD TE DESIGNER SHALL BE NOTIFIED IF ANY BQ� COTUIT BAY DESIGN LLC H NEW ADDITION/REMODELING FOR• THESE DROR AWINGS SPRIOTOSTTARTDOON F SCALE : DRAWING NO.: 43 BREWSTER ROAD CONSTRUCTION,THE BUILDING CONTRACTOR .1 WILL BE RESPONSIBLE FOR THE CONTENT 1/4"- 1'-OH MASHPEE MA. 02649 IN THESE DRAWINGS IF CONSTRUCTION (T/� CA G G I A N O RESIDENCE COMMENCES MY ERR NOTIFYING THE PH.(508)274--1166 DESIGNER S ANYERRORSOROMISSIONS. FAX(508)53J-J4O2 THESE DRAWINGS RNOTED.MY SOLELY THERUSEOF DATE : �� THESE H THE OWNER NOTED.IRE OTHER USE OF 58 SQUARE RIGGER LANE, HYANNIS, MA CONS DRAWINGS ENT OF THE UNDER THE n CONSENTTU THE DESIGNER UNDER THE 9/2 1/ZO 1 ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1 990. sjlaLLc ! fs N ` PoaD r .f EQUAQUEr � A. 9 ; , a� s R ouTE L OCAT1OM MAP sc�-' z 000' ` t oe r . p � _ h r a. LOT 1 1 7 • `� .� �SEp ✓1 1k(P x L ory CD tv vs _ Q %X V LOT -- g Vl�4 OC A9q Y �, ` S�/9 i - e �7 r The BSC Group-Cape Cod Inc \ �tH of A� 3236 Main Street Route 6A C. cis Barnstable Village MA FRANK 02630 0 - WHITING w , No. 29369 9EGigTER� Q�`"�o 617 362 8133 BENCH MARK USED: hK� s C 110C ELEV. = 75.68 N.G.V.D. 3-im.gg ZONE RC-1 SETBACKS: (OPEN SPACE) FRONT20° PROPOSE SEWER — , SIDE 7. 5 ' CONNECTION REAR 7. 5 ' FOR SEWER MAIN DETAIL, SEE PLANS BY KALKUNTE ENGINEERING LOT I /6 CORPORATION, 1 VIOLET CIRCLE, SHARON, MASS. IN , BARNSTABLE, MASS. (Hyannis) FOR: - CONSTRUCTION NOTES r 1. ALL .UNDERGROUND UTILITIES SHOWN WERE COMPILED 'ACCORDING TO AVAILABLE CAPRICORN REALTY- TRUST RECORD PLANS FROM ' THE -VARIOUS UTILITY COMPANIES AND PUBLIC AGENCIES AND ARE APPROXIMATE ONLY. ACTUAL LOCATIONS MUST BE 'DETERMINED IN THE FIELD. THE -CONTRACTOR MUST NOTIFY UTILITY COMPANIES 72 'HOURS IN ADVANCE SCALE: I "= Zoe OF CONSTRUCTION. THIS MAYBE DONE BY CONTACTING THE DIG SAFE CENTER METERS ( 1 - 800 - 322 - 4844) FEET - o to 20 30 go 50 , 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE TOWN OF BARNSTABLE DEPT. OF PUBLIC WORKS CONSTRUCTION SPECIFICATIONS AND STANDARDS . DATE: MARCH I 'Co , 19$8 COMP./DESIGN: T. A .W 3. PRIOR TO START OF "CONSTRUCTION THE CONTRACTOR MUST OBTAIN FROM THE TOWN OF BARNSTABLE A SEWER TIE IN • PERMIT AND A ROAD OPENING PERMIT. CHECK: C. F. W. DRAWN: T. A.W. / L. H . Q . FIELD R.E.C. / J. V- B, FILE NO= DWG. NO: 13i5- I I G JOB NO: 3-3035.20 SHEET: I OF: t