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0183 SCUDDER AVENUE
(I � 1 i i 1 <` -�^�`, �� .. ' v - __s_ Town of Barns�. table � . x - - h C� ng - , Post--This Card So That:rt,rs^V�sibae Frorn-ih S r � �, e t,eet -A roved Plans Must be Retained.on.J,ob;and.this,Card-, ust<beb.Ke t atn k ..s g P.,ostedUntil Final-ln§ ectron.Has Been Made ; - % a :. p r 16SI�.. -. � ,,: �+.� .dep -�•' tr.�x; _�J. ��� 3 f:. �m i• matt +• .. ... .:...,.'�.:: '.�� ^;" Wit. .. � ,. R ,. . .k Where a:Certificate of Occu anc ,�s.Re wine, such Buildm shall,Not be:Occu red untrl a::,Frn 1.1•r �r1 �. .. .: .. _y. q� . .w .. <F ... .. .... a nspectron has beenmatle g . .per: s , c.a < Permit No. B-17-1858 Applicant Name: CAPE COD INSULATION, INC Approvals Date Issued: 07/05/2017 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 01/05/2018 Foundation: Location: 183 SCUDDER AVENUE,HYANNIS Map/Lot 289-077 a Zoning District: RB Sheathing: Owner on Record: RUMBERGER,TIMOTHY M&KIMBERLY Contractor Name CAPE COD INSULATION INC Framing: 1 Address: 183 SCUDDER AVE Contractor License >,153567 2 . ;. s HYANNIS, MA 02601 €` b ` rt W�EsstPfpject Cost: $3,000.00 Chimney: Description: Weatherization j x r Permit Fee: $85.00 Insulation: Project Review Req: Weatherizationx Fee Paid: $85.00 Final: _ Date 7/5/2017 x rnr- Plumbing/Gas Rough Plumbing: .e_•. � BuildingOfficial Final Plumbing: This permit shall be deemed abandoned and invalid unless the work aiithhonzed by this permit is commenced within six months$after_issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the,approved construction documents•,#or which th is permit has been granted, �w�i . All construction,alterations and changes of use of any building and structures shall be n compliance with the local zonuig by laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street�or,road nd shall be maintained open forA" 0 inspection for the entire duration of the work until the completion of the same. Electrical ft The Certificate of Occupancy will not be issued until all applicable signatures by the BUi ing and F1re Off cW are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing £� al, Rough: 2.Sheathing Inspection . ._.. 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health 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 guar..anty•fund" (asset 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 Y f ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma Parcel at0��j �Q� ,�. J - .� �L)o p a cel Application # Health Division JUN 1 Date Issued 7 Conservation Division TQVVN®/, Application Fee Planning Dept. f' �F Permit Fee U V Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address �If 3 S�'Uc �e /.9v Village .1/A/�S Owner Address �/�J Y y' Telephone Permit Request .1'!5P _f22/ Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new, Zoning District Flood Plain Groundwater Overlay Project Valuation J6 b o . o Construction Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes A No On Old King's Highway: ❑Yes A No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address / Z,6 al /2 License# 4o Id.1"a"YPa el-k Home Improvement Contractor# Email i,s dkA cA&-d l-,agda4 2*z4 /! Worker's Compensation #4? ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 1,7,W SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION # ^DATE ISSUED 4 MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r 1. The Commonwealth of Massachusetts Department of lndustrialAccidents I Congress Street, Suite 100 Boston, MA 02114-2017 Y•'y www mass.;ov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): Cape Cod Insulation Address: 18 Reardon Circle City/State/Zip: South Yarmouth,MA 02664 Phone#: 508-775-1214 Are you an employer?Check the appropriate box: Type Of protect(required): ].[711 am a employer with 4$ employees(full and/or part-time).* 7. Q New construction 2.7 1 am a sole proprietor or partnership and have no employees working for me in 8. Remodeling any capacity.[No workers'comp.insurance required.] 3.❑I a n a homeowner doing all work myself.[No workers'comp.insurance required.]t 9. ❑Demolition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 Building addition ensure that all contractors either have workers'compensation insurance or are sole l l.❑Electrical repairs or additions proprietors with no employees. 12. Plumbing repairs or additions 5.F1 I am a general contractor and I have hired the sub-contractors listed on the attached sheet 1-3.❑Roof repairs These sub-contractors have employees and have workers'comp.insurance.t 6.7 We are a corporation and its officers have exercised their right of exemption per MGL c. 14.✓Other Weatherization 152,§I(4),and we have no employees.[No workers'comp.insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. =Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: Atlantic Charter Policy#or Self-ins.Lic.#: WCE00431902 Expiration Date: 6/30/2017 Job Site Address: �c City/State/Zip: Attach a copy of the workers"compensation poliey•declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Signature: Henry Cassidy Date: Phone#: 508-775-1214 Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: Massachusetts Department of Public Safety Board of Building Regulations and Standards License: 08-100968 Construotlon Supervisor• HENRY E CASSIDY; 8 SHED ROW WESTYARMOU-`'H Expiration: ' Commissioner 11111/2017 lugOffice of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Mai, blusetts 02116 Home I roveme,:.:.,0.v: I ractor Registration Type: Corporation Ca 1,'• �1n" : •f Registration; 153567 Cape Cod insulation, Inc , ,�'- 18 ReardC3� Circles _ w Expiration; 12/14/2018 So: Yarmouth, MA 02664 �'� ;� M SG`A1 /5 20M•OB/11 { j' Update Address and return card, Mark reason for change, _.,......_._...... ..... f7-�1>l�:cas,.t ...(�..l1,xn�.�r::►._! �,rr:plo��mort;_�1-a.a4+.^ V/t® t(JJCJ9L?7LG1L[UOp•�CI C����[4JCFCI[W®G�d• . Offloe of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for Individual use only *e: Corporation before the expiration date, If foun urn to; :: •: . ••,:;r<;: gistratlon Expiration Office of Consumer Affairs and al ss Regulation 9 " ( �. .tt%1Q 8'7 12 1 10 Park Plaza• e 8170 ;.:...ti�s1, :•; rr� / 4/2018 Boston M t:�;; , ��;.:.I,� , 11 Cape Cod Insuitf`(1,fil r ,Tst�t Henry Cassidy'aYf= Reardon Ciro' 2 cG So.Yarmouth,Ml CS ^� Vnderseoretary t al hout si atuy : ACO ' CAPECOD-27 JSDOY_LI CERTIFICATE OF LIABILITY INSURANCE f CATE(MM/DD/YYYY) 03/30/2017 THIS CERTIFICATE 13 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER,THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, IMPORTANT; If the certificate holder is an ADDITIONAL INSURED,the polloy(les)must have ADDITIONAL INSURED provisions or be endorsed, It SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In Ileu of such endorsement a. PRODUCER ACT angers&Gray Insurance Agency,Inc, �r 0 a x t34 Rte 134 c o EM► �ic No i 877 816-2156 south Dennis,MA 02000 ma I ro ere ra ,com N8U 8 F 0 0 0 CO ERAOE NAIC# INSURER Peeriele Insurance Company ' 24198 INSURED INSVRER Si88f8tYin-8-mance Company 39454 Cape Cod Insulation,Ino, INSUBER 0 1 Endurance American specialty Insurance Company 41718 18 Reardon Circle INSURER 2 Atla ti Charter Insurance Company, 44326 South Yarmouth,MA 02004 INSURER INSURER P r COVERAGES CERTIFICATE NUMBERt REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH'PHIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, NSR TYPE OF INSURANCE INSD ADOL SUER POLICY NUMBER POLIC .EFP OLIC EXP LIMITS A X COMMERCIAL OENERAL LIABILITY -EACH OCCURRENCE 1 rOOO,OO( CLAIMB•MADE LX OCCUR R/O CBP8263083 04/01/2017 04/01/2018 DAMAGE T RENTED 100,00( E EXB one eraoh,Occurrence) 5,00( 8 A & 0 I JURY 1,000,00( 1"OTHER: LAOOR O LIMITAP 9PER: � 2,00POLICY� 1�LOC �.� ROD TS•COMPAOPA00 2,000,00( g AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT mom„ ANY AUTO 6232707 COM 01 04/01/2017 04/01/2018 a OIL INJU Y Per ereon $ AUE>3 ONLY X ��ogN�p$1/UyLNEDp RY X M S ONLY X AVT09 Ot Y BROOPER YDILY 114U AMAOEeocidenl 1 r000,00( Per a cl�enl Jper C X UMBRELL•d L'IAB X OCCUR EACH 2,0001OOC EXCESS LIAR CLAIMS-MADE R/OEXCJOOO6635001 04/01/2017 04/01/2018 UR EN OGREOATE �•yppKKOggEDggpp��MM R NNETE TTN ppTI NNONS � Aggr@gat@ 2 000,.00( p AND EMPLOYERpB�lIA81LITY F �( PE OTH• � A YPROryIEN IP RTNERMXECUTIVE 00/30/2010 080/2017ap ECUOEDT N/A WCE EAC —'— 1,000,OOCn n II Yyee deearlbeunder E. .DISEASE-E EMP 0 EE 1,000,00C DEB�RIP ON TIO S below E.L.DISEASE-POLICY LIMIT 1,000,00C DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remark$Schedule,may be attached 11 more space Is required) Vorkers Compensatlon Inoludes Off[core or Proprietors, Wdltlonal Insured status Is provided under the General Liability and Auto Liability when required by written contract or agreement with the Certiticale Holder, k CERTIFICATE HOLDER F i CANCELLAIIONf SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE For Informational Purposes THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORIZED REPREBENTATIVE ACORD 25(2018/03) 01988.2015 ACORD CORPORATION, All rights reserved, The ACORD name and Ingo are registered marks of ACORD i r Towli of HarAstdble Regulatory Services Ricbard V.Scali,Director b Ao b Building DIVisian Tom Perry,Building Comrniissioner, zoo Maiu Sheet 11yannis,MIA 02601 www.toiv n.barnstabl e.ma.us Office: 508-862-4038 1;= 508-790-6230 a Property Owner Must Complete and Sign .Hs Section If Usir_tgA►��ua�d a 11 1 lllno '� ZW.1✓lrJtlr Q.Y. ,as Osmer:of tile.mbjeec hcrehy amhosize r _to act on my behalf, ` m all rmtters relative to work authoz zcd lay this badia8 pem5it a�iplicaaou for. (Address of.Job) ".Foal fences and akuis are.the resporsil7Ly of i.11e appli=.'Poo1s are not to be Mod or utilised before f(Ince is.imlaHed and all 1'iW I ispeMoms are performed and accepted. of U aer 5:6natyre of Appliewit �',irit N � Punt riarrte �' 15116 h-7 QYORMS;OWal tt FAMISSIO t1?UU.4 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel �`� Application #C�J Health Division Date Issued 2-9 -(,$" +� Conservation Division Application Fee q� Planning Dept. Permit Fee (/ Date Definitive Plan Approved by Planning Board ,(� Historic - OKH 0 _ Preservation/ Hyannis IV O Project Street Address k'�,3 Village Owner 1 io�t h • G vh�c rl uwi bcr cf Address 1�'3 Sum 'ync►�y� Telephone a,n - (op Permit Request \-oo�\Ae c �r1 e C,-Ie-c K\J JL. ►�t� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new— Zoning District R8 Flood Plain — Groundwater Overlay Project Valuation$ 1�� Construction Type k-S Lot Size Grandfathered: ❑Yes ANo If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes Xf No On Old King's Highway: ❑Yes U;No Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other "'— Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new .Number.of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: L1,Yes ❑ No Fireplaces: Existinxt—New Existing wood-/coal stove, ❑Yes ❑ No Detached garage: ❑ existing ❑ new siA Pool: ❑ existing ❑ new sizdVkBarn: 4;, fisting ❑ new size/� Attached garage: ❑ existing ❑ new siz g g g hed: ❑ existing ❑ new size��Other: � ��• Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes '�ko I+f yes, s.ite plan review # Current Use�:aeSl s (T61 ,0,0 Proposed Use Wo a"Ie APPLICANT INFORMATION ._(A_U�ILDOR HOMEOWNER) Telephone Number i Address a K� v`leS�t� License # CS - (U Home Improvement Contractor# h7� Email S4cwi S �w1C e. Worker's Compensation # 4 ALL CONS UCTION DEBRIS RESULTING M THIS PROJECT WILL BETAKEN TO C: e Ylirl.i5 . SIGNATURE DATE i S` FOR OFFICIAL USE ONLY 7 APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION ' FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. i z SolarCity I AMENDMENT Customer Name and Address Installation Location Date Timothy M Rumberger 183 Scudder Ave Kimberly Rumberger Hyannis,MA 02601 183 Scudder Ave 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 6,071 kWh and we estimate that your average first year monthly payments will be$63.24.Over the next 20 years we estimate that your System will produce 115,819 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. Cust mees Name:Timothy M Rumberger Power Purchase Agreement Amendment Signature: SolarCity Date: approved Customer's Name:Kimberly Rumberger j Signature: Signature: ,1 Lyndon Rive, CEO Date: N Date: 10/7/2015 3055 Clearview Way,San Mateo,CA 94402 888.765.2489 solarcity.com Power Purchase Agreement Amendment,version 2.0.1,June 25,2015 �ftiAA D Contractor License MA HIC 168572/EL-1136MR Document generated on 10/7/2015 1180146 l't;So arcit . OWNER AUTHORIZATION Job#: Oa 67-0 Property Address: Vinn A J, as Owner of the subject property hereby authorize DRPOYBATION to act on my behalf, in all matters relative to work authorized by this building permit application. Signat re of Date: VMaacnvams 011awtt"Ont of pub#c tiftltty Boom of Qu+ktmo ReoUtlt4as and stwumrft coi+ia CS-10881b JASON PATRY 821 STEWART NUVE'V t Abington MA 022St :;......,. .. 02IMO/2019 OMte otConsomcr Athin A Oosiom ttd;2ahtioa HOME IMPROVEMENT CONTRACTOR t Ro&tMtlon: 168M TYPOry�ry Expiration: 3f81Z011 Supplement C SOLAR CITY CORPORATION I JASON PATRY 24 ST MARTIN STREET OLD 2UNI a� I AAkBOROUGK MA 01762 Understeretary ! P1,16611.411 0 %✓ �r;I13crt�`2ct!i�:%/ 1 Office of Consumer Affairs 6nd Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 3/8l2017 CHERYL GRUENSTERN 24 ST MARTIN STREET BLD 2UNIT 11 - - -- --- MARLBOROUGH, MA 01752 �- Update Address and return card.Mark reason for change. sea 20A;-�,,; _ Address ^ Renewal Employment �_•? Lost Card a — ffice of Consumer Affairs&Business Regulation License or registration valid for individul use only before the expiration date. If found return to: t" OME IMPROVEMENT CONTRACTOR - Office of Consumer Affairs and Business Regulation ., Registration: 168572 Type: 10 Park Plaza-Suite 5170 Expiration: 3/8/2017 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION CHERYL GRUENSTERN 3055 CLEARVIEW WAY SAN MATEO,CA 94402 Undersecretary -Not valid without signature Tito Commonwea&h of Massackmetts 2)epenwwnt of Industrial Accidents 1 Congress Street,Suite 100 .Boston,MA 02114--2017 www.mamgov/dia NN'orkers'Compensation Insurance Affidavit:Builders/Cent-actors/Electricians/Plumbem TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant lid ormation— lease lP int NaMe(Bu..iinessltlrbunizagni-dindividual): SoiarCity Corporation Address: 3055 Ciearview Way City/State/Zip: San Mateo,CA 94402 Phonc (888)766-2489 Are ymran employer?Cheek the xppropriate box: Type of project(required):, Q l am a employer whit 15,000 employees(full andlorpart time).* 7, []New construction Z[]l tun a sole proprietor or partnership and have no ctnpIgx=working for me in g. Remodeling any caparky.lNb warkes'comp.insurance mquimod.l 9. El Demolition 3.[j1 am homeownerdaing'all work mysetr.(Noworken'congr,insumcerequired.J r 10[]Building addition 4.[]l am a liunwowaer and will be hiring cotractors io conduct A%work On my property. i will ensure that all contractors oithor have vewarkars•'cornpe+nsation insurances or are sole I I.(]Electrical repairs or additions proprielors witit no employee c. 12.Q Plumbing repairs or additions So1 am a gemmi,connetor and I have bird the sob-conimctom listed oil the attached sheet. These sub-contractors have employees and have workers'ccntP.uisurance t I3.❑Roof repairs lq.00t11;at.solar panels 6.Q We are a corpomion and its offims have cxamisel their right of exemption per MM c. 15Z§l(41 raid we have no employees,[No svorkais'comp.insurance required.] *Any- appticwtt that chocks box dI most 4150 rill oat tlx:sectiou below showing their wotkors'compamation policy inf -4adon. t I lortteow m who sttbttrf i this affidavit indicraing they are doing all work and then hire outside.contrwCors must submit a D tv aflMdavli iudicAtitrg strcit toutractom that ducat this box uwd attoctr A an additional sheet showing the name of Clio sub-contmolon and state whelber or trot titoge entities have er ploye a. if the sub-conttzctors Nava anpbyccs,they most provide their workers'tamp.policy"aliftr. 1 ain an employer that is providing workers'compensa llon insurance for my enq*yees. Below is the polio;-and%ob site informatiotr Insurance Company Name:American Zurich Insurance Company Policy#or Self ins.Lic.4: WC0182015-00 Expiration Date: 911i2016 Job Site Address: 183 Scudder Avenue City/state/Zip. Hyannis,MA 02601 Attach at copy of the workers'corrrpensation policy declaration page(showing the policy number and expiration 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,as wet as civil penalties in the form ofa STOP WORK ORDER and a tine of up to S250.01)a day against the violator.A copy of this statement may be forwarded to the Office of Investigations oEthea DIA for insurance coverage verification. I do kereby cerd under the pairs amipenaides of p4ury that the lr{formaiion protaded above is true and carreci: (Jason-Pair December 2,2015 Phone Offkhd use only. Do not wrlle in,this area,fa be complraW by elly or town o,,UlclaL City or Town! Perrnit(License# Issuing Apthority(circle one): 1.Board of I•Ieakh 2.Building Department 3.City/'Town Clark 4.Fleetrical Inspector 5.Plumbing Iaspeektr 6.Other Contact Peru: Phone#: DATE(MMIDDIYM) �Co CERTIFICATE OF LIABILITY INSURANCE 01712015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION 15 WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACTME: . . .._...... _....-....T..._ MARSH RISKS INSURANCE SERVICE r pq 346 CALFORNIA STREET,SUITE 1300 fAlCNNo.EXIt .,,._..... . . .................... .. ............ ..1!!UKC�N4}_. CALIFORNIA LICENSE NO.0437153 EaAIL SAN FRANCISCO,CA 94104 .AnRf;Fsg;.......... ..._...................... -...—.—.— ......................_ Attn:Shannon Scott415-743-833A ................. _........-.-1N9URER(S)AFFORWN0 00VERAGE- _998301-STND;GAWUE-45.16 -. __.-,_...._•...... INSURER Zurich American Insurance Company 116636 INSURED INSURER B;NIA ;NIA SdarCity Corporation 3065 Clean4ew Way INSURER 0.NIA 'NIA San Mateo,CA 94402 INSURER D:American Zurich Insurance Company 40142 INSURER F COVERAGES CERTIFICATE NUMBER: SEA-W27t3836-08 REVISION NUMBER:4 THIS 1S 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 DESCRI13ED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRj 'ADDLTSUFl1i POLICYEFF POLICYEXP LTR I TYPE OF INSURANCE POLICY NUMBER MMIDD MMJ LIMITS A 1 X i COMMERCIAL GENERAL LIABILITY GLOO182016-00 09101/2015 0910112016 EACH OCCURRENCE S 3,000,000 _......... t""". `' DAMAGE TO RENTED CLAIMS-MADE n OCCUR - PR,EMI,$E§..{Ea,Q-caerrenye]... s-.......-._-._ 3,000,000 X SIR:$250,000 I MED F�(P(Any ane.person)... 5..... ........•„.-.-- 5,000 --- PSONAL&ADV INJURY 5,_. 3,000,000 ER GEN'L AGGREGATE LIMIT APPLIES PER: k GENERAL AGGREGATE $ 61000.000 X�POLICY l......�JE O PRORUGTS-COMPIOP AG $�.....'LOG _.... . .._. 6,000,000 OTHER. I $ A AUTOMOSILELIABILITY !BAP0182017-00 0910112015 10910112016 COMBINED SINGLELMIT $ 5,000,000 1 X ANY AUTO I 90DILY INJURY(Per person) S X ALL 11 M CD X SCHEDULED ! BODILY INJURY{Per accident) S . . AUTOS X OTOSN-O'AfitED i PROPERTY DAMAGE AUTOS .X X HIRED AUTOS A NU S I I I .L?@ e�£•4I MJ........ ................... ._.-..^..... ._....._..... 1 COMPICOLL DED: S $5,000 UMBRELLA LIAR OCCUR I ! EACH OCCURRENCE $ EXCESSLIAO AGGREGATE S ..... CLAIMS_-MAQE I � _ OED i RETENTION S S D WORKER$COMPENSATION jWC0182014-DO(AOS) 09/0112015 109lD112016 X OTH• AND EMPLOVERS'L PER I1R91LITY .A?9TUT�. ._.-iR.. __.... .................... A ANY PROPRIETORJPARTNERJEXECUTIVE YIN ;WC0182015-OD(MA) 091012015 �O91D1I2016 E.L.EACH ACCIDENT S 1,000.000 OFFICER1MEM8FR EXCLUDED? N I A I —'- (Mandatory In NH) 'WC DEDUCTIBLE:$500,000 E L.DISEASE•EA EMPLOYEE S 1,000,000 %Ir yea,describe under � --- ............ . . ... DESCRIPTION OF OPERATIONS betaw E.L.DISEASE-POLICY LIMIT $ 1,000,000 ( i DESCWPT1014 OF OPERATIONS I LOCATIONS I VEHICLES IACORD f9t,Additional Remarks Scheduis,may bo attached If mesa apace la required) Evidenceolinsurance. CERTIFICATE HOLDER CANCELLATION SdwCay Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055CleawiewWay THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo.CA 99402 ACCORDANCE WITH THE POLICY PROVISIONS AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services CharlesMarmolejo �' 01989-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD L Version#49.3 �o ;SolarCit Y OF October 6, 2015 VAR WS Project/Job# 0261867gy� RE: CERTIFICATION LETTERis Project: Rumberger Residence 183 Scudder Ave Hyannis, MA 02601 � �f To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: 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 - MPl: Roof DL= 14 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 21 psf(PV Areas) - MP2: Roof DL= 10 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 14.1 psf(PV Areas) - MP3: Roof DL= 10 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 12.3 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss =0.18757 < 0.4g and Seismic Design Category(SDC) = B< D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead .load, PV assembly load;and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res. Code,8th Edition. Please contact me with any questions or concerns regarding this project. Sincerely, Marcus Hann, P.E. Professional Engineer Digitally signed by Marcus Hann T: 888.765.2489 Date:2015.10.06 14:47:00-04'00' email: mhann@solarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 243771..GA C3LE3 R8A104.CO EC 8041,CT HIC 0632778,DC HIC 71101486,DC.Ii1S 71101488.NI GT-29770.MA HIC 168572,NID NI IIC 128046.NJ 13VH061606ct0. OR CGB 180498.PA 077343,TY.TDt R 27006,WA GCL:SOLARC'91907.0 2013 Solnt0ty.Ail Hghts reseNoK. 10.06.2015 PV� Version#49.3 ;s ,l c, O�af Cat System Structural y Design Software PROJECT INFORMATION &TABLE OF CONTENTS- Project Name: Rumberger Residence AHJ: £. Barnstable ry —77 Job Number: 0261867 Building Code: MA Res Code,8th Edition' Customer NName: . Rumberger,Tmothy_M - Based On: _ IRC 2009%IBC 2009'— Address: 183 Scudder Ave ASCE Code: ASCE_7-05 _ City/State_____Hyannis, MA Risk Category-__ q �- Zip Code 02601 Upgrades Req'd? No Latitude[_Longitude: 41.643532 70:301321-L, �_ Stam Req'd?, _ Yes ' t SC Office: Cape Cod PV Designer: Ce Ji Certification Letter 1 Project Information,Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.18757 < 0.4g and Seismic Design Category(SDQ = B < D 1/2-MILE VICINITY MAP 16 DigitalGlobe, MassGIS, Commonwealth of Massachusetts EOEA, USDA Farm Service Agency n`v>` _ • r M • s A 183 Scudder Ave, Hyannis, MA 02601 Latitude:41.643532,Longitude: -70.301321,Exposure Category:C ' STRUCTURE ANALYSIS -LOADING SUMMARY AND MEMBER CHECK- MP1 Member Properties Summary MP1 Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" Roof System Properties San 1 13.31 ft Actual D 9.25" Number of Spans(w/o Overhanal 1 San 2 Nominal Yes Roofin Material` '' =Com 'Roof San 3 A" ' 13.88 in^2 Re-Roof No San 4 S. 21.39 in.A3 PI wood Sheathing h ".. w Yes San S I _ 98.93 in.A4 Board Sheathing None Total Rake Span 15.59 ft TL Defl'n Limit 180 Vaulted Ceiling Yes PV 1 Start 5.33 ft Wood Species SPF " Ceilina Finish 1/2"Gypsum Board PV 1 End 14.17 ft Wood Grade #2 Rafter Slope ,� 25 , �-;PV 2 Start _. ._ , Fe: � _ .� 875 si ,.. Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E - 1400000 psi Bot Lat Bracing Full PV 3 End Emig 510000 psi Member Loading mary Roof Pitch 6 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.10 15.4 psf 15.4 psf PV Dead Load PV-DL 3.0 psf x 1.10 3.3 psf. Roof Live Load RLL 20.0 psf x 0.93 18.5 psf Live/SnoW Load u„, ._,t:. 54:. LL SL1f 30.0,psf x OJ x OJ 21.0 psf & 21.0 psf; Total Load(Governing LC TL 1 36.4 psf 1 39.8 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(Cr)(IS)p9; Ce=0.9,Ct=1.1, IS=1.0 Member Design Summa (per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1.00 1 1.1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 33 psi .0.8 ft. 155 psi 0.22 D+S Bendin + Stresses=`.,. g �I JIM,° 640 psi,. 7.6 ft; 1273 psi A, 0.50 __ D+S, Bending - Stress -11 psi 0.8 ft. -1273 psi 0.01 D+S Total Load Deflection 0.32 in. 553 7.5 ft. 0.98 in. I L 180 0.33 D+S, C�AL'CULATIONiOF DESIGN�WIN_D LOA_D_S Pi _ Mounting Plane Information Roofing Material Comp Roof PV System Type _ SolarCity SleekMountTM Spanning Vents f No �Comn MountTvne°C ,..ate-.-- Standoff Attachment'Hardware Roof Slope 250 Rafter Sp ac_ing, 16"O.C. Framing Type Direction Y-Y Rafters ,urlin Spacing �X-X Purlins OnIyR NA P- -- -- Tile Reveal Tile Roofs Only NA ile Attachment-System Tile_Roofs Only _ _ -DNA -StandingSeam ra Spacing SM Seam On NA Wind Design Criteria Wind Design Code ASCE 7-05 _ Wind Design Method Partia III ly/Fully.Enclosed Method, a _ Basic Wind S eed V 110 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Meac Roof Hei ht � h 15 ft .. ; . . :Section 6:2`... Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor Krt� 1.00 _ Section 6.5.7 Wind Directionality Factor Kd� 0.85 Table 6-4 Im ortace Factor Table 6=1 n Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 22.4 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.88 Fig.6-11B/C/D-14A/B Ext;`Pressure Coefficient Down GC (Down) "= 0.45 " "" t;.• Fig:6=11B/C/D 14A/B Design Wind Pressure p p=qh(GC) Equation 6-22 Wind Pressure U -19.6 psf Wind Pressure Down 10.1 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max-_Allowable_Standoff Spacing. Landscape 48" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributa Area _ -Trib x "'J13'sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff- T-actual -234 Ibs Uplift Capacity of Standoff T-allow 500 lbs.. Standoff Demand/CapacityDCR 46.70/u X-Direction Y-Direction - Max Allowable Standoff Spacing_ Portrait 48" 65" Max Allowable Cantilever Portrait 20" - a su._ s 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-- - -388 lbs .,�: ` a• r.,. Uplift Capacity of Standoff T-allow 500Jlbs Standoff Demand/CaDacity DCR 77.7% STRUCTURE ANALYSIS LOADING SUMMARY AND MEMBER CHECK- MP2 Member Properties Summary MP.2 Horizontal Member Spans Rafter Pro erties Overhang 0.16 ft Actual W 1.50" Roof System Pro erties San 1 ^r; 5.21,ft Actual D"".- 7 AV'. 5 50" AJU Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material.0 I ,,Comp Roof San 3 A 8.25:in.A2 -,. Re-Roof No Span 4 S. 7.56 in.A3 Plywood Sheathing Yes San 5 I 20.80 in.A4 Board Sheathing None Total Rake Span 6.20 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 2.17 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 5.58 ft Wood Grade #2 Rafter Slope A 300 PV 2 Start N P b • F 875ipsi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing sue•.. Fulls,; PV.3Start E 1400000, si,,,<;.: Bot Lat Bracing At Supports PV 3 End Emi„ 510000 psi Member Loading Summary Roof Pitch 7 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.0 psf x 1.15 11.5 psf 11.5 psf PV Dead Load VO { PV-DL' 3:0 Psf x 1.15 3.5 psf , Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow:Load "= LL SLI? 30.0 sf ; x 0.7 x 0.47' 21.0 sfr . P I P 14apsf Total Load(GoverningLC TL 32.5 sf 29.1 sf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)p9; Ce=0.9,Ct=1.1,IS=1.0 Member Design Summa (per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 0.90 1.3 1.15 Member Analysis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 15 psi 0.2 ft. 155 psi 0.10 D+S Bending + `Stress""-' 4 '216'psi' 2.7 ft. '" 1504' si v __70.14` D'+'S Bending - Stress -1 psi 0.2 ft. -1354 psi 0.00 D+ S Total'Load;Deflection3 .LOX, 0.03 in. .,, 2367„ 2.8 ft. __ 0.6 in. .xL 120.,. A.05 D.+",S A.4 r [CALCUL`ATION�OF DESIGN�WINDNLOADSMP2 Mounting Plane Information Roofing Material Comp Roof PP S tem T e -- - it ty y _ yp SolarCi SleekMount?" Spanning-Vents No Standoff Attachment-Hardware Comb Mount Type C- m ,. 4", z„ Roof Slope 300 Rafter,Spacing --� 16"O.C. Framin Type Direction Y-Y Rafters Purlin Spacing _X-X Purlins Only -_ -_ - _ NA Tile Reveal Tile Roofs Only NA' Tile Attachment System Tile Roofs Onlyi NA;' Standing Seam/TraD SDacinq SM Seam On NA Wind Design Criteria Wind Design Code ASCE 7-05 _T. - --- Wind Design Method_ Partially/Fully Enclosed Method Basic Wind Speed V 110 mph Fig. 6-1 Ex o�u e Cate o M" C ,S oi76.5.6.33 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 15 ft-. '� k Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 hic Topograp Factor Krt---__ 1.00 _ - Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(VA 2)(I) Equation 6-15 22.4 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Down 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GC) Equation 6-22 Wind Pressure U -21.3 psf Wind Pressure Down 19.6 psf ALLOWABLE STANDOFF SPACINGS - X-Direction Y-Direction Max Allowable Standoff Spacing.- Landscape 48" 39" Max Allowable_Cantilever Landscape =mot. - 24 q NA. Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 13 sf PV Assembly Dead Load W-PV 3.0 psf NetWind_UpliftatStandoff T-actual' Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci 'R" DCR 51.36/o X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max,Allowable,Cantilev_er _Portrait ,_ Standoff configuration Portrait Staggered Max Standoff Tributary Area- 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff, -_ T-actual -4261bs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCRg a 853% .,": - STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP3 Member Properties Summary MP3 Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" Roof System Properties San 1 . 13:40 ft Actual D 7.25"`"='V Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material,4,. ;Ar4 qv,, Comp Roof San 3 _ A 10.88 in.^2 _ r Re-Roof No Span 4 S. 13.14 in.A3 Plywood Sheathing Yes San 5 I 47.63 in.A4 Board Sheathing None Total Rake Span 17.36 ft TL Defl'n Limit 120 Vaulted Ceiling ?I W"' No' PV-1'Start 7.50 ft Yk Wood S ecies' 74 "SPF � Ceilina Finish 1/2"Gypsum Board PV 1 End 14.25 ft Wood Grade #2 Rafter Slope a 350 PV 2 Start Fb 875 psi-, Rafter Spacing 20 O.C. PV 2 End F„ 135 psi Top Lat Bracing £x "" Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emi„ 510000 psi Member Loading mary Roof Pitch 9 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 10.0 psf x 1.22 12.2 psf 12.2 psf PV Dead Load PV-DL 3.0 psf x 1.22 3.7 Roof Live Load RLL 20.0 psf x 0.78 15.5 psf Live/SnoiWload_; -. .LL SLl,Z n i 30 0 psf ,- x 0.T, 1 x 0.41 ° ,..21.0 psf 12.3 sf .,, Total Load(Governing LC TL 33.2 psf 28.2 nsf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)pg; Ce 0.9,Ct=1.1, Is=1.0 Member Design Summa (per NDS Governing Load Comb CD CL + CL - CF Cr D+S 1.15 1.00 1 0.38 1 1.2 1.15 Member Analysis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 44 psi 0.8 ft. 155 psi 0.28 D+ S Bending + 'Stress'W,- `W, 1037 si 7.3 ft. 1389 psi "0.75 "` 'D+ S ;• ,Bending - Stress -25 psi 0.8 ft. -521 psi 0.05 D+ S Total Load,Deflection� : r;0.82 in.x , 240. 7.5 ft. 1.64 in. I L 120 D+S a` 4 [CALCULATION=OF DESIGN WIND..LOADS - MP3 _ r Mounting Plane Information Roofing Material Comp Roof �--� S - PV.System�Type __ - o larCity�SleekMountT _- ._ M Spanning Vents No r Standoff Attachment Hardware Como Mount Tvoe C w�,- �_ Roof Slope 350 Rafter Spacing __ _ 20" Framing Type Direction Y-Y Rafters Purlin.Spacing X-X,Purlins Only_ NA _ Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA R Standin Seamffrap S aci n-g I SM Seam only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind,Design-Method __ Partially/Fuily_Enclosed Method Basic Wind Speed V 110 moh Fig. 6-1 Exposure:Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height __. h 15 ft Section 6:2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor �KA 1' 0 _" Y__ Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Im ortance Factor I 1:0 °a. -` Table 6-1' Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(VA 2)(I) Equation.645 22.4 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GC Down 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GC) Equation 6-22 Wind Pressure U -21.3 psf Wind Pressure Down 19.6 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 40" 39' Max_Allowable_Cantile_ver Landscape= 4: _24" :; ,__„ ,,NA_71 7 Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib___ __ _ li sf h ..: ? PV Assembly Dead Load W-PV 3.0 psf Net WindiUplift at Standoff Tactual_ -215 16s Uplift Capacity of Standoff T-allow 566 Ibs Standoff Demand/Capacity DCR 42.9% X-Direction Y-Direction Max Allowable Standoff Spacing- ' Portrait 40" 65" Max Allowable Cantilever_ _� Portrait 19" NA_ Standoff Configuration Portrait Staggered t. _ $.. Max Standoff Tributary Area_ Trib 18 sf _ PV Assembk Dead Load W-PV 3.0 psf Net Wind!Uplift at-Standoff T-actual_ f -357 Ibs_ov,5 Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 71.4% _ , YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.Op for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You must first obtain:the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town.Hall) and get the Business Certificate that is required by law. M , DATE: 9 � Fill in please: APPLICANT'S YOUR NAME/S: fps �y " �. l BUSINESS YOUR HOME ADDRESS: %5 Vl TELEPHONE #. Home Telephone Number ""b i'� - % 1-7 NAME OF CORPORATION NAME OF NEW BUSINESS G Cd TYPE OF BUSINESS.. � r f�� SC!/lZS C��SSL' IS THIS A HOME OCCUPATION? YES NO i ADDRESS OF BUSINESS ' �? �! .� A - MAP/PARCEL NUMBER ( Assessln" ( g) one When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of ,l�c Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. C('�. V 1. BUILDING CO MISSIO ER"S OFF�E lUalm d This:d,vi ual h s n infor- a of an er it require ents that pertain to this type of busing qWT COMPLY WITH HOME OCCUPATION Au orize ign RULES AND REGULATIONS. FAILURE TOhf•� COMMENT d�!�qQ t COMPL`�' MAY RESULT IN FINES. sA . A -�, c A, .ej 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature** COMMENTS: 3. _ CONSUMER AFFAIRS(LICEN SING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type,of'business: COMMENTS: - Authorized Signature** Town of Barnstable Regulatory Services �1F1E tp� Richard V.Scali,Director Building Division MASS. $ Tom Perry,Building Commissioner 1639. �® 'OtFp Mp`l°i 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Approved: Fee: Permit#: HOME OCCUPATION REGISTRATION ©- '[ - j ---•-----Y.._..^ ----_ _--_____._�.�---------•--__-._.._�_._.�_.---_-- ----___.. Name; �. Phone#: 77!5 '7"0 pp 6 Address• �d,�� '}c('�.{( � Village: Name of Business: bf e G Type of Business: h el Map/Lot: INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling. there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution. G After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the -� following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. V • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter, odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. O • Any need for parking generated by such use shall be met on the same lot containing the Customary' Home U Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. U • There are no commercial vehicles related to the Customary Home Occupation,other than one van or one pickup truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to Q exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be £J included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the undersigned, e read and ee a above restrictions for my home occupation I am registering. Applicant: Date: ° Homeoc.doc Rev.103113 YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1"'FL., 367 Main Street, Hyannis, MA 02601 (Town Hall) DATE: Fill in please: APPLICANT'S YOUR NAME/S: \� Z� G� c� ,+ 1 ti7a:F yro BUSINESS YOUR HOME ADDRES / w v .tao u f� �{ i' �,i�r� �. r 50`y—'_5ro-JfS°Z� i� L.O..,�.� S 1 V\V1 J'c r��^y TELEPHONE # Home Telephone Number o 451 b3 1• i r NAME OF CORPORATION: NAME OF NEW BUSINESS TYPE OF BUSINESS IS THIS A HOME OCCUPATION?'- % YES NO �/ ADDRESS OF BUSINESS \�6 3 5 w Z�e� /�ve,nv� 1-( ac�c�i -,O MAP/PARCEL NUMBER � 1p-0� 7 !- (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 20D Main St. - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your using s in this town. 1. BUILDING COMMISSIONER'S OFFICE This individual has been informed of any permit requirements that pertain to this type of business. Authorized Signature** . COMMENTS: 2. BOARD OF HEALTH ' S This individual has been ' r of.the permit requirements that pertain to this type of business. M L . r�� Authorized Signature* COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual ha Imon f the licensing requirements that pertain to this type of business. 6uth rized lb VAD V , e* COMMENTS: _ y Town of Barnstable E Regulatory Services Richard V. Scali,Director. » snxxsTnsi.E. Building_Division M^S& $ Tom Perry,Building Commissioner s6gq. ♦0 0 Mpl" 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Approved: Fee: Permit#: HOME OCCUPATION REGISTRATION.. Date: 2a06 1 Name: le_ rZ R-r i/l /l/ /Phone#: o g - Z.sS O Z 5 Address: I ct' S L"i d2-,r-- Ai t AZ 4 4�"— Village: 14V CL rn y6S Name of Business: Cc, P-< Type of Business: C(o-t 1,,, V\_2 7/t n o CL PEE Map/Lot: INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation- within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration.to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space: • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter, odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There are no commercial vehicles related to the Customary Home Occupation,other than one van or one. pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. , • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a.permanent resident of the dwelling unit. 1,the undersigned,have read and agree with the above restrictions for me cupation I am registering. Applicant: Date: Homeoc.doc Rev.103113 L Dater L/70 /Z.G�I TOWN OF BARNSTABLE TOXIC AND HAZARDOUS MATERIALS '"' - NAME OF BUSINESS: ro-ne F_JA-pp,,,\, BUSINESS LOCATION: A A INVENTORY a . MAILING ADDRESS: �� 5r„��ec ,4��e. ! "c_ v\Vn�s ,,AA c,2coo1 TOTAL AMOUNT- TELEPHONE NUMBER: 5-"S- zcso— rszs Z77N - �1R7 -9&77 CONTACT PERSON: V,,,\e_ �,,vv,yaf_t�z . /S lac he /4c..c Ue;11 EMERGENCY CONTACT TELEPHONE NUMBER: 5-1 Res MSDS ON SITE? TYPE OF BUSINESS: INFORMATION/RECOMMENDATIONS: --- --Fire District: Waste Transportation: Last shipment of hazardous waste: Name of Hauler: Destination: Waste Product: Licensed? Yes No NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The board of health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed / Maximum Observed / Maximum Antifreeze (for gasoline or coolant systems) Miscellaneous Corrosive ❑ NEW ❑ USED Cesspool cleaners i Automatic transmission fluid Disinfectants I s Engine and radiator flushes Road salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides ❑ NEW ❑ USED (insecticides, herbicides, rodenticides) Gasoline,,Jet fuel,Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene, #2 heating oil ❑ NEW ❑ USED Miscellaneous petroleum products: grease, Photochemicals (Developer) lubricants, gear oil ❑ NEW ❑ USED Degreasers for engines and metal ) Printing ink Degreasers for driveways &garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Miscellaneous Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt& roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (including carbon tetrachloride) ❑ NEW ❑ USED Any other products with "poison" labels (including chloroform, formaldehyde, Paint&varnish removers, deglossers hydrochloric acid, other acids) Miscellaneous. Flammables Other products not listed which you feel Floor&furniture strippers may be toxic or hazardous (please list): Metal polishes Laundry soil &stain removers (including bleach) Spot removers&cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers ' ' Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Applicant's/Signature Staff's Initials 1 TOWN OF BARNSTABLE BUILDING PERMIT.APPLICATION. ` # O ParceI�' �7 Application Health Division ov 5 S Gam! Date Issued . > Conservation.Division Application Fee Planning Dept, Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street:Address CF 3 SC u d d c.r- A Ver)uc1 } Village 4PQnr L5 M/t n2(oo I rt Owner 7i'r1)C tb,,1 K i ry l -r l V A• Address 193 'SCI—Od e1 .; VV� i u berg✓ ;� N — 2 �� Telephone 4 S?1 Permit Request �o k �����t 0 V� `e.g-i a ..e.tAA.b �-e, t. co Square feet: 1 st floor: existing 152bproposed b'� 2nd floor:,existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation i 000•0OConstruction Type DD Lot Size 9 7 Grandfathered: ❑Yes 2 No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure I Ga A Historic House: ❑Yes 'No On Old King's Highway: ❑ Tl Yes Uo Basement Type: Full Z C/rawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing_ new Half: existing new Number of Bedrooms: 9 existing _new Total Room Count (not including baths): existing E new _First Floor Room Count Heat Type and Fuel: ❑ Gas ®'Oil ❑ Electric ❑ Other Central Air: ❑Yes/eAistinol Fireplaces: Existing ( New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial . ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name RcJyc;ry 4- e gtei ne ,13ui lG-_"-s, -1-41C , Telephone Number 7-744' g 36 � Z`/ Address 65- C bey) 6 m tfn Road- License# C6 (?3 D_k b Can yi 0-e,, MA D2-631•-> Home Improvement Contractor# I Ly Worker's Compensation #WC L+47 03- 1 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO ('(1 91r_ I i'0_ wcus�-_ Ser vi ce3 )-q S fro cc Road Eb54- 5oo w)C SIGNATURE k A U R DATE I �o� 3 FOR OFFICIAL USE ONLY APPLICATION# DATEISSUED 1• MXiP/PARCEL N0. 4 � 1 ADDRESS VILLAGE F OWNER DATE OF INSPECTION: E FOUNDATION o P 1- Q p FRAME rO _ O 1 `b �S O «- INSULATION O FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING j 4 r DATE CLOSED OUT ASSOCIATION PLAN NO. I Y w f I-1,WC Guide to Wood Construction in fiigh Find Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)................................................................. ......................................I......... 110 mph WindExposure Category.................................................................. .............................................................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories <_2 stories RoofPitch ...........................................................................(Fig 2) ........................................... 4K :5 12:12 MeanRoof Height ..............................................................(Fig 2).................................................eft 5 33' BuildingWidth, W ..............................................................(Fig 3).........................................:......aft 5 80' BuildingLength, L...............................................................(Fig 3)................................................, <80' Building Aspect Ratio(L/W) ...............................................(Fig 4).................................................(.UUs 3:1 1� Nominal Height of Tallest Opening2 ...................................(Fig 4).......................;........................1�5 6'8" L/ 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)............................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry .................................................................... ............................................................... 2.2 ANCHORAGE TO FOUNDATION''' 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ................................. ........(Table 4)........................................... in. Bolt Spacing from end/joint of plate ............................(Fig 5)..................................... in.5 6"-12- Bolt Embedment-concrete.........................................(Fig 5)...............................:..................Z in.a 7" [/ Bolt Embedment-masonry.........................................(Fig 5)............................................ n in.z 15" PlateWasher...............................................................(Fig 5)..............................................>_3"x 3"x 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)................................... ✓' Maximum Floor Opening Dimension...................................(Fig 6).................................................. 6 ft:5 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... ~" Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).................................................... Oft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall.....:..........(Fig 8).....................................................0 ft 5 d FloorBracing at Endwalls...._..............................................(Fig 9)................................................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)........................�t.,........ [� Floor Sheathing Thickness.................................................(per 780 CMR Chapter 55).........................:!M in. ✓' Floor Sheathing Fastening.............................:....................(Table 2).._Zd nails at_Q_in edge/min field _yam 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... O ft _< 10, Non-Loadbearing walls................................................(Fig 10 and Table 5)........................... ft 5 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)....................LCin. :5 24"o.c. t/ Wall Story Offsets ........................................................(Figs 7&8)............................................�ft 5 d t� 4.2 EXTERIOR WALLS' t Wood Studs Loadbearing walls........................................................(Table 5)..............................2x 9'_ ft 4.in. Non-Loadbearing walls................................................(Table 5)..............................2x_�L-_a ft 4t in. Gable End Wall Bracing' Full Height Endwall Studs...............................:............(Fig 10)................................................................ _JC WSP Attic Floor Length.;.............................................(Fig 11)............................................. O ft>W/3 Gypsum Ceiling Length(if WSP'not used)..................(Fig 11)............................................�>_0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11)............................................................. JG or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays_ Double Top Plate Splice Length ...........:............................................(Fig 13 and Table 6)....................................-?—ft Splice Connection(no. of 16d common nails).............(Table 6).................................'........................ --T Coo 1G Cr»t 7 B-�Y DC3tC-A, UC 1Z10� '4 AWC Guide to Wood Construction in I-Iish Winn!Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral no.of 16d common nails))...............................(Tables 7)..................................................... Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)...............................(Table 8)....................................................... [/ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9)...................................2_ft in. 5 11' Sill Plate Spans ........................................................(Table 9).................................._&ft in.5 11' Full Height Studs (no. of studs)...................................(Table 9)....................................................... v' Non-Load BearingWall Openings —Z'pe ngs(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................._Z ft 2 in. 5 12, Sill Plate Spans...........................................................(Table 9).................................. Zft�in <_ 12" Full Height Studs(no.of studs)....................................(Table 9)....................................................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Openingz .......... ....................................................................iAs 6'8" _ Sheathing Type..............................................(note 4)..................................................... to Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ in. Field Nail Spacing..........................................(Table 10)................................................. IZ. in. Shear Connection(no. of 16d common nails)(Table 10)... ...... ..... �/- Percent Full-Height Sheathing............... .......(Table 10). ..Z.l `D�....................(�% �/' 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest Openingz.......................................................................Ly!:5 68" SheathingType..............................................(note 4).................. .. .. . .. . . . . ...............W5A --tL Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ 3 in. t/ Field Nail Spacing..........................................(Table 11)................................................. t?_ in. Shear Connection(no. of 16d common nails)(Table 11).. ............. c1 Percent Full-Height Sheathing 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Wall Cladding Ratedfor Wind Speed?............................................................. ................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19) ............. .(:�,ft<_smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift....................:...........................(Table 12)............................................U=&2 pif Lateral.............................................(Table 12).............................................L=QZ plf Shear..............................:................(Table 12)............................................S=_27 pif Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T=,Z5�pif Gable Rake Outlooker..........................................(Figure 20) ............._0ft 5 smaller of 2'or U2 _fC Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U=447 lb. Lateral(no.of 16d common nails)...(Table 14).............................:.........L=I* Ib. Roof Sheathing Type...................:...............................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness.............................:............. . ...........................................min. z 7/16"WSP_nn Roof Sheathing Fastening...........................................(Table 2).........................................................ga Notes: 1. This checklist shall 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 and Figure 18b 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 plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. AWC Guide to Wood Construction in High Wind Areas: .1.10 naph Wind Zone Massachusetts Checklist for Compliance(780 CM 5301.2.1.1)' 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness 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. iii. 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 attached 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 figure below: Vertical and Horizontal Nailing for Panel Attachment ATe•m,P. . Ir —j N id 4; i weeGFACM PAWL I i t f•I f� I II v+ua.ro=— MUBWWLMGaWACMaE ' ilrJUr c,r}-c.• ,gup ,1fc)�v Zc...»7t- N4a.i�r� tort. Pk*%wt. pgg7}c.cN+t•ttf. ` rkmBeamEngine RUMBERGER 6-27-08 HYANNIS,MA 4:22pm I of I BeamO 4.503j 4.503z1 rials Database 834 c� Member Data Description: Member Type: Beam Application: Floor HALL BEAM Lateral Bracing: Continuous Top Standard Load: Moisture Condition: Dry Building Code: IBC/IRC. Dead Load: 0 PLF Deflection Criteria: U360 live, U240 total Live Load: 0 PLF Deck Connection: Nailed Member Weight: 14.5 PLF Filename: HALL BEAM Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Point(LBS) 9' 0.001, 7587 0 Live �E w (� 1560 15 6 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity.Uplift 1 0' 0.000" Wall 3.500" 1.500" 3273# — 2 15' 0.750" Wall 3.500" 1.523" 4532# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Dead 1 3273# 2 4532# Design spans 15' 0.750" Product:1-3/4 x 16 x 2.0E CP-Lam LVL 2 ply Component Member Design has Passed Design Checks.— Design assumes continuous lateral.bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 28183.'# 32779.# 85% 8.78' Total load D Shear 45134 95764 47% 15.05' Total load D Max.Reaction 45324 104124 43% 15.06' Total load D TL Deflection 0.3824" 0.7531" U472 7.53' Total load D+L Control: Positive Moment DOLS: Live=100% Snow=115% Roof=125% Wind=133% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives All product names are trademarks of their respective owners r Copyright(C)1989-2005 by Keymark Enterprises,I.I.C.ALL RIGHTS RESERVED. "Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturers specifications. Botell ` RUMBERGER 6-27-08 rwr a,o-smp souRe lorb ^rrerrrnl"s to ague wrnl HYANNIS,MA 4:I6pm I of I KeyBeam®4.503j kmBeamEngine 4.503zl Materials Database 834 Member Data Description: Member Type: Beam Application: Floor. FAMILY ROOM BEAM Lateral Bracing: Continuous Top Standard Load: Moisture Condition:Dry Building Code: IBC/IRC Dead Load: 0 PLF Deflection Criteria: U360 live, U240 total Live Load: 0 PLF Deck Connection: Nailed Member Weight: 21.8 PLF Filename: FAMRM BEAM Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Additional Uniform(PSF) 0' 0.00" 21' 0.00" 11' 6.00" 10 20 Live CEILING LOAD Additional Uniform (PSF) 0' 0.00" 21' 0.00" 11' 6.00" 15 30 Snow ROOFLOAD 1$ 9 21 0 0 o, 21 0 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall 3.500" 1.700" 7587# - 2 20' 5.875" Girder 3.500" N/A 7587# — Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Dead Live Snow 1 3169# 2356# 3534# 2 3169# 2356# 3534# Design spans 20' 5.875" Product:1-314 x 16 x 2.0E CP-Lam LVL 3 ply Component Member Design has Passed Design Checks.** Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual• Allowable Capacity Location Loading Positive Moment 38862.'# 65339.'# 59% 10.24' Total load D+0.75(L+S) Shear 65994 183544 35% 1.02' Total load D+0.75(L+S) Max.Reaction 7587.# 156194 48% 0' Total load D+0.75(L+S) TL Deflection 0.8194" 1.0245" U300 10.24' Total load D+0.75(L+S) ILL.Deflection 0.4772" 0.6830" U515 10.24' Total load 0.75 L+S Control: TL Deflection DOLS: Live=100% Snow=115% Roof=125% Wind=133% Design assumes a repetitive member use increase in bending stress: 4% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. All product names are trademarks of their respective owners '"•' Copyright(C)1989-2005 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED. 16 r.vrt Rt RISES,LAX Passing is defined as when the member,Floor joist,beam or girder,shown on this dravang meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturers specifications. i Botell RUMBERGER 6-27-08 .Your Ono-Stop Source krvy ^Evenlhing to BmM Wilhl HYANNIS,.MA 4:03pm 1 0f 1 KeyBeam®4.503j kmBeamEngine 4.503z1 Materials Database 834 Member Data Description: Member Type:Girder Application: Floor MASTER BEDROOM BEAM Lateral Bracing: Continuous Both Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Dead Load: 0 PLF Deflection Criteria: U360 live, L1240 total Live Load: 0 PLF Deck Connection: Nailed Member Weight: 19.1 PLF Filename: KYB1 Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Additional Uniform (PSF) 0' 0.001, 19' 0.00" 8' 0.00" 10 20 Live ceiling load Additional Uniform (PSF) 0' 0.001, 19, 0.001, 11' 0.00" 15 30 Snow roof load .� ,sr ..� � ..'��„ ,.. .,, :�:•.,. 2�.<z .7.,.,w%.: :^.' .,,...'-�..�s �<�• �..M.x..d�,z.,rs. :�.. 3,....`�3..,��r,�'L,_.� ��, K a 19 0 0 19 0 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall 3.500" 1.500" 5862# - 2 18' 6.750" Wall 3.500" 1.500" 5862# — Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Dead Live Snow 1 2451# 1485# 3063# 2 2451# 1485# 3063# Design spans 18' 6.750" Product:1-314 x 14 x 2.0E CP-Lam LVL 3 ply Component Member Design has Passed Design Checks" Design assumes continuous lateral bracing for both chords. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 27204.# 513794 52% 9.28' Total load D+0.75(L+S) Shear 51254 160601 31% 18.55' Total load D+0.75(L+S) Max.Reaction 58624 156194 37% 0' Total load D+0.75(L+S) TL Deflection 0.7027" 0.9281" U316 9.28' Total load D+0.75(L+S) LL Deflection 0.4089" 0.6187" U544 9.28' Total load 0.75 L+S Control: TL Deflection DOLS: Live=100% Snow=115% Roof=125% Wind=133% Design assumes a repetitive member use increase in bending stress: 4% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives All product names are trademarks of their respective owners Copyright(C)1989-2005 by Keymark Enterprises,U.C.ALL RIGHTS RESERVED. 3 � r:�Tr.•.rsNRlsa:s,t:t,c: "Passing is tlefined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or design professional as wired for royal.This tlesi n assumes roduct installation eccorcling to the manufacturers specifications. J7Vtell . RUMBERGER 6-27-08 Your one-srop sowre lap 'Ehingro 9udd Witht HYANNIS,MA 4:24pm loft KeyBeam®4.503j kmBeamEngine 4.503zl Materials Database 834 Member Data Description: Member Type: Beam Application: Floor KITCHEN BEAM Lateral Bracing: Continuous Top Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Dead Load: 0 PLF Deflection Criteria: U360 live, U24.0 total Live Load: 0 PLF Deck Connection: Nailed Member Weight: 12.7 PLF Filename: KIT BEAM Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Additional Uniform(PSF) 0' 0.001, 15' 6.00" 11' 0.00" 10 20 Live Additional Uniform (PSF) 0' 0.001, 15' 6.00" 11' 0.00" 15 30 Show A & .;'.... ..A ..a�.F 16K 3.:.F.' ..t"b$-. .'i 1.. 15 6 0 15 6 O Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.0001, Wall 3.500" 1.773" 5273# 2 15' 0.750" Wall 3.500" 1.773" 5273# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Dead Live Snow _ 1 2167# 1657# 2485# 2 2167# 1657# 2485# Design spans 15' 0.750" Product:1-314 x 14 x 2.0E CP-Lam LVL 2 ply Component Member Design has Passed Design Checks.- Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 19858.4 32935.# 60% 7.53' Total load D+0.75(L+S) Shear 44561 1d706.# 41% 0.75' Total load D+0.75(L+S) Max.Reaction 52734 104124 50% 0' Total load D+0.75(L+S) TL Deflection 0.5066" 0.7531" U356 7.53' Total load D+0.75(L+S) LL Deflection 0.2985" 0.5021". U605 7.53' Total load 0.75(L+S Control: TL Deflection DOLS: Live=100% Snow=115% Roof=125% Wind=133% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives All product names are trademarks of their respective owners P r 'copyright(C)1989-2005 by Keymark Enterprises,L.LC.ALL RIGHTS RESERVED. ENTERPRISES.RtSES.Lt C "Passing is defined as when the member,floor joist,Deam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or design P. fessional as aired fora approve This design assumes roduct installation according to the manufacturer s s.cifications. The Commonwealth of Massachusetts Department of Industrial Accidents Office of investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/ContractorsfElectriciansfP.lumbers A_ licant Information Please Print Legibly Name (Business/Orkaization/Individual): ��� C�IGGr_U —�_�yC `c l lPj lr>e' 10 P�rs, Address: 6P6 bfr Smi-fh RMCL City/State/Zip:Ceyr}etry;1)e H4 0210,32- Phone -7-7y- ?31-662-L AWPI u an employer? Check the appropriate box: 'type of project(required): I. am a craploycr with 4. I am a general contractor and I 6. [�New construction employees(full and/or part-time).* have,hired the sbb--contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees 'These sub-contractors have g. Demolition ees and have workers'lo mpy working for me in any capacity. e $ 9. ❑Building addition • • . [No workers' ccmip.incrrraricc row.insurance. -bTL d] 5. 0 We arc a corporation and its 10.0 Electrical repass or additions 3.❑ I am a homeowner doing all work office officers have exercised their 11.0 Plmmbing repairs or additions myself[No workers' comp. right of exemption per MGL 12.0 Roof repairs insu=ce required..]t c. 152, §1(4),and we havt no 13.0 Other employees. [No workers' comp.insurance required.] +Any applicant that e mus hx1=box#1 t also fffl out the scction below sbowing them wonkcrc'eoropmsation Policy infonrutian t Fiom=,Am=who submrit this affidavit indicating they arc doing all work and then hint outside cantracton must subtmt a new affidavit indica±ng such. :Cmtractors that cbcak this box mast attacbcd an additional shcct showing the name of the sub-cootractors and 6ta}t whctha or not those entities have ernPloy=s. If for sub-contractors have,employees,they must Prove,dh their workers'Comrp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Belat-iw is the policy and job site information. Insurance,CompanyNamn.6mr1 I7C, S-frJ;f.X-Pl-suranCe-., COrn R!:2,u / c Policy#or Sclf-ins. Lic.#:WC, 44-7 03- � `� Expiration /Date: � ,/� a Job Site Address:lff 3 City/State/Zip:tL O O/ Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of eriMbial penalties of a fine lip to$1,5DO.00 and/or one-year impmomn nt, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy.of this statLmerit may be forwarded to the Office of Investi bons of the MA for insurance coverage verification. I do hereby c fy u the a sand penalties of perjury that the information provided above is true and correct Si mture: Date: Phone# -7� ' • .3� - 2 Li Official use only. Do not write in this area,to be completed by city or town ofJ'XW City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6. Other Contact Person: Phone#: Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees: Pursuant to this statute, an amployee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written-" An employer is defined as"an individual,partnership, association, corporation or other legal entity, or any two or more of the forcgoing_engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenancc,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that"every state or Ioc21 licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states`Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acccptable evidence of compliance with the inssum rce requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply rdb-contractnr(s)name(s), address(cs) and phone numbers) along with their certificates)of insuance. Limited Liability Companics•(LLC) or Limited Liability Partnerships(LLP)with no-employees other than the ncrubers or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have snrployees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial dLccidcnts for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should ed to the or town that the application for the permit or license is being requested,not the Department of >c returned p g �Y PP ndustrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' :ompenssEon policy,please call the Department at the number listed below. Self-insured companies should enter their ;elf-insurance license number on the appropriate line. My or Town-Officials 'lease be sure that the affidavit is complete and printed legibly. The,D epartment has provided a space at the bottom ,f the affidavit for you to fill out in the event the Office of Investigations has to contact,you regarding the applicant 'lease be sure to fill in the permit/liccosc number which will be used as a reference number. In addition, an applicant gat must submit multiple permit/license applications in any given year,need only submit onp affidavit indicating current .olicy information(if necessary) and under"Job Site Address" the applicant should write"all locations in (city or )wn)."A copy of the aff davit that has been officially stamped or marked by the city or town may be provided to the pplicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each ear.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture _c. a dog license or permit to bum lcav'es etc.) said person is NOT required to complete this affidavit he Office of Invcstigatians would lilm to thank you in advance for your cooperation and should you have any questions, [ease do not hesitate to give us a call it Department's address, telephone-and fax number. The Commonwealth of MassaohwsettU Dq a ant of Industrial Accidents Office of Investigations 6.00 Washington Street Boston, MA 02111 Tel # 617-72 7-49-00 ext 4.06 or 1-M-MASSAFE Fax# 617-727-7749 d 11-22-06 www.ma.ss.gov/dia RESIDENTIAL ADDITIONS OR ALTERATIONS If located: ❑ North of Route 6 - any work visible from.outside- needs approval from OKH ❑ In Hyannis - If work visible from outside - Check to see if it's included in the ❑ Hyannis Historic Waterfront District- if so it needs approval from them ❑ If ZBA relief(Kion ' Permit or Variance is required for project: Copy of ZBci ion Document ro ing that decision reco��egistry of Deeds w/in one year of ZBA of ion date. APPLIC PACKAGE M INCLUDE: Map/parcel number Approval S' ffs from: �� Hoealth Cons tion (if exterior work) ax Collector Treasurer 9APermit eet address wner's name & address request - full description of proposed project) - W—.---Sqquare footage - proposed project _,--Estimated project cost -4 omplete Dwelling information for Assessor's Office B der's information Signature Fl�-Plot plan(shows location& setbacks of house) �-]1Plans—5 sets measuring I I"x 17" fully dimensionlized with foundation, floor plan, cross use tion, framing schedule & smokes,with a Red S (SB or SH) orker's Comp form must include: Insurance Company's name & Worker's Comp. policy umber. Copy of Insurance Compliance Certificate must be on file. '-number. Compliance Form Mass Compliance Checklist ®�-Copy of Construction Supervisor's License & Home Improvement Specialist's License OR _Fomeowner's License Exemption Form. ❑ Application Fee ❑ Permit Fee Property Owner must sign Property Owner Letter of Permission. ❑ Projects requiring the use of a crane must complete the forms issued by the Aeronautics Commission CHIMNEYS . ❑ Need Home Improvement License ❑ No plot plan required PIERS & DOCKS ❑ Need Construction Super license AND Home Improvement License Owner cannot pull own permit q-forms/bldgpermits/permitcheckl ists rev.022208 REScheck Software Version 4.1.4 V Compliance,Certificate } Report Date:07/28/08 r Data filename:C:\Program Files\CheddREScheck\rumberger:rck Energy Code: Massachusetts Energy Code- - Location: Barnstable,Massachusetts ' Construction Type: 1 or 2 Family,Detached - Heating Type: Other(Non-Electric Resistance) - Glazing Area Percentage: 15°k t, Heating Degree Days: 6137 Construction Site:; - Owner/Agent:. Designer/Contractor, 183 Scudder Avenue 4, '- Tim&Kim Rumberger Steven Cook" Hyannis,MA 02601 183 Scudder Avenue Cotuit Bay Design,LLC' Hyannis,MA 02601 - 43 Brewster Road Mashpee,MA 02649' y 508-274-1166 +. steve@cotuitbaydesign.com . dt, � + l , .. N 54A .."c".'.}Y�[ ye k} 4 s.Y. .K • ':t' r�Z` k H Compliance:0.8%Better Than Code Maximum UA:118 Your UA:117 �^ ,� �x^m�"W. �,� 7a� a- s aaE' ,,a1 �;� �a : l F�t � °�%��1�tiRt • a�*c�.., ' Ceiling 1:Flat Ceiling or Scissor Truss 582 30.0 0.0 20 Skylight 1:Vinyl Frame:Double Pane with Low-E 19 0.410 8 Wall 1:Wood Frame,,16"o.c. 604 15.0 '0.0': 1 - 38 Window 1:Vinyl Frame:Double Pane with Low-E. 88 0.330 29 Door 1:Solid 18 - 0.140 3 Floor 1:All-Wood Joist/Truss:0ver Unconditioned Space 'r 582 -, 30.0 0.0 19 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 4.1.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.The heating load for this building,and the cooling load if appropriate,has been determ' ed using the applicabl Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the buildin shape be no greater than %of the design load as specified in ` Sections 780CMR 1310 and J4.4. J�Z'V� L� CtE ,�tIC�1Z 71 Name-Title Slgna re Dat Project Title: ,.' Report date:07/28/08` Data filename' CAProgram Files\Check\REScheckVumberger.rck' .,Page 1 of4 ; f REScheck Software Version 4.1.4 - Inspection Checklist - Date:07/28/08 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: t ❑ Wall 1:Wood Frame,16"o.c.,R-15.0 cavity insulation K Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No A Comments- Skylights- 0 Skylight 1:Vinyl Frame:Double Pane with Low-E,U-factor.0.410 #Panes Frame Type Thermal Break? Yes—No 'Comments: Doors: A ❑ Door 1:Solid,U-factor.0.140 Comments: Floors. u ❑ Floor 1:All-Wood Joistffruss:Ovet Unconditioned Space,R-30.0 cavity insulation Comments: Air Leakage: ` ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ When installed in the building envelope,recessed lighting fixtures#meet one of the following requirements: 1• Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space.- 2• Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 tJs)air movement from the they conditioned space to the ceiling cavity.The lighting fixture has been tested at 75 PA or 1.57 Ibstft2 pressure difference and shall be labeled.. , Vapor Retarder: ❑ installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification; ❑ Materials and equipment are identified so that compliance can be determined: ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are dearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct insulation; _ ❑ Ducts are insulated per Table 6106.4.4.3. Duct Construction:. Project Title: Report date:07/28/08 Data filename:C:113rogram Files\Check\REScheck\rumberger.rck Page 2 of 4 All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,are sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not permitted. 0 The HVAC system provides a means for balancing air and water systems. Temperature Controls: 0 Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: EI Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 6106.4. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 4 Swimming Pools: 0 All heated swimming pools have an ontoff heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time dock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 120 degrees F or chilled fluids below,55.degrees F are insulated to the levels in Table 2:' IV ZI Project Title:, .., Data filename:CAProgram leslCheckIREScheckVumberger.rck Report date:07/28I08 F Page 3 of 4 ` • r Table 9:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Clrculating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" - Temperature("F) 170-180 0.5 1.0 1,5 2.0 140-160 0.5 0.6 10 1.5 100-130 0.5 .0.5 0.5 1.0- Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes. 2"Runouts 1"and Less 1.25"to 2.0 2.5"to 4" Piping System Types Range("F) Heating Systems Low Pressure/Temperature 201-250 ` • 1.0 t _ 1.5*" 1.5 2.0 Low Temperature 120-200 '0.5 ,1.0. 1.0 1.5. - Steam Condensate(for feed water) Any 1.0 1.0• 1.5 2.0 Cooling Systems ; Chilled Water,Refrigerant and 40-55 0.5 0.5 w 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: Report date:07/28/08 Data filename:C:1Program'Files\ChecklRESchecklrumberger.rok Page 4 of 4 I Town of Barnstable - t BARNSTABLE, MASS. � Regulatory Services 139. o " Thomas F.Geiler,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 -Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I,(o-},�/ M, EL4na bi-�e•y ,as Owner of the subject property hereby authorizzeStf� cT JrZ0VCY0 4�-`_ to act on my behalf, in all matters relative to work authorized by this building permit application for: (5Cu-dd er Avg Lie, E�onn r S (Address of Job) 711 Sign e f O er Da e Print Name Q:Forms:buildingpermits/express Revised 123107 ''�'• f�c �fnz.iito�aufrrrr�l�. n�.�jfcr::lrzc�raeh4 Board of Building Regulations and Standards o" a Construction Supervisor License License: CS 83280 wla Birthdate: 11/29/1964 cp4 Expiration: 11/29/2010 Tr# 5313 Restriction: 00 SEANJ ROYCROFT 65 EBEN SMITH RD CENTERVILLE.MA 02632 Commissioner • � ✓fee �onv�nonueo,`�. o�✓��uurr"c�ivae�4 . Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registration: 141225 Expiration: 1/22/2010 Tr# 262207 Type: Private Corporation ROYCROFT&KUEHNE BUILDERS, INC. Sean Roycroft 65 Eben Smith Road Centerville,MA 02632 Administrator a . . I IM 1151 all-WOUN5191i MON!I I.,M III-.1-12RE11,1417,1321 I IV I!I 45:1121renT.141131,341 GRANITE STATE INSURANCE COMPANY 71337-0000 WC 447-03-14 --------------------------------------------- 13102 013-66-o807-00 . • r • PENNSYLVANIA ROYCROFT G KUEHNE BUILDERS INC. Member Companies of 65 EBEN SMITH ROAD CENTERVI LLE, MA 02632-0000 American International Group EXECUTIVE OFFICES: 70 PINE STREET, NEW PORK, N.V_ 10270 SEE NAME AND ADDRESS SCHEDULE - WC990610 LD# MA UI# '•' Ira 2' SOUTHEASTERN INSURANCE AGENCY WORKERS COMPENSATION AND EMPLOYERS 641 MAIN ST LIABILITY POLICY INFORMATION PAGE HYANN I S, MA 0260 i-5403 INSURED IS PREVIOUS POLICY NUMBER CORPORATION RENEWAL 004392269 OTHER WORKPLACES NOT SHOWN ABOVE:SEE NAME AND ADDRESS SCHEDULE - wc9go6lo ITEM 2 POLICY PERIOD 12:01 A.M.standard time at the insured's mailing address FROM o8/06/07 TO 08/06/08 ITEM 3 A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here: MA B. Employers Liability Insurance: Part Two of the policy applies to the work in each state listed in item 3A. The limits of our liability under Part Two are: Bodily Injury by Accident $ 100,000 each accident Bodily Injury by Disease $ 500,000 policy limit Bodily Injury by Disease $ 100,000 each employee C. Other States Insurance: Part Three of the policy applies to the states, if any, fasted here: SEE ENDORSEMENT - WC2003o6A ITEM 4 The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All information required below is subject to verification and change by audit. - Estimated Total Rate Per Estimated Classifications Code Number Remuneration $100 OF Re- Premium Annual❑3 Year muneration ®Annual 3 Year SEE EXTENSION OF INFORMATION PAGE - WC7754 TAXES/ASSESSMENTS/SURCHARGES $124 EXPENSE CONSTANT(EXCEPT WHERE APPLICABLE BY STATE) $284 MA MINIMUM PREMIUM _ $500 MA TOTAL ESTIMATED PREMIUM $2,550 If ind?cated below,interim adjustments of premium shall be made: Semi-Annually Quarterly Monthly DEPOSIT PREMIUM ENDORSEMENTS(FORM NUMBER) SEE ATTACHED FORM SCHEDULE - WC990612 08/30/07 ASSIGNED RISK 66 Issue Date Issuing Office Authorized Representhlive WC 00 00 01 39967 a The Town r i . f Barnstable Department of Health Bail i'netY and Environmental Services IL g Division 367 Main Street,Hyannis MA 02601 o>��e: sos-79o�227 3 Fax 508-790-6230 Ralph MCrossen Building CCMMissioner Date Home Occupation Registration Name: Address: -7 ape ofBusiness: A—euw}-tn.. • fN77-NT: h is the hutut of this section to vddm sWge!lm*dweaqM suhjoct to aDo" resid"d"ItY shall �of the Town of not plc from ouW&Ithe om°f won 4-1.4 of the Bak to operate a bosrK ominif Ordinance, om�adon the residential mimes;and alteration to the Premises which woase uld� an�8 other dwelling �s all be ao mo rhoon. o that After rs a aonditiat�s��� .a w�tazaar� �oa no increase in fir above a°rmal carried °°rnpaa°a be per ----- --- . . w�tbat dweMug ua�.by a r'�dent of a single ed as of t to the surh use oo"rpies no dal �.lomed . �are no morr than to square f�of space. Q t Outside ���d'�rrLiuB which are not ,ffi�enU b of wM be generated in such s .ad The use am iu�the residential"gulnes. fir.odors, Production of Offal3ie noise.VU) ?here is ao sto,-age or -heat,g4m,humiduj,or,Other =Wke,drat or other pares of of jm&or hizrdous obj,.,,effects. • �Y��.•ed four py�g�ehold �' ��•or tlar�k or explosive��;in ncoen Omwadon, and not within�by such use shall Yard.nt mt1��same lot coantai�the • Zhere is no 711M is no��storar or display tquwed materials ar ►Rome °O��des related a altdp�meat. '�ovck not to P ezoeed one ton tom'Home exceed 4�.Parked tm the � •and one tlas7er not other�°are van or one No sign shall be same O0n�m8 theary weed 20 feet in lea and motto If the Cust �P�yed scat me the Ghstom�,Home OC- 1adomJome Ovcupa , in"ed. �How on is listed or on' advertixd as a business.the atrert ad shall not be No person shall be y ernPloyed in the tnvt C-unomar7 Home occ who is not a Permanent resident of the .the unders�pcd,have read and agree vnith the above restrictions for my hoax oawatioa I am regist erilw- pphcant Date: . mncoc.doc T ' /sue /tP�� 1�e �� �or �2°rr`e � �ri�r /�e�cel� vr�v, Cl�1G� ar�'tep _ fD R��. fD ��� 0 �2G�z e��. ���� I ,�i�,�evly v���ry� a//, SI' l Assessor S map and lot number ...................:........................ . QyOF THE 1p�♦ Y—Sewage Permit number Z BJHBST •ADLE, • House number. ................ ............................................... vo MAB6 m pp�1639. \0� 'E o MPS a' TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO U. 0.....ov.-.k.w TYPE OF CONSTRUCTION ..........6.�/:'.......... ...... ....1.�L..... .. �:;.�!...... .. :".�?......:... ........... ....................19. TO THE INSPECTOR OF BUILDINGS: o The undersigned hereby applies for a permit according to the following information: . Location ... ��.1'�.. ... . C.1.. �`r .1.:!............ �� ..��:.�..�:1::�..".::.�.?��5..:. p....: �l I — / ProposedUse ............. ........................................................... ZoningDistrict .............................. . fr®.'..............................Fire District ............ .,..... .......................................................... Name of Owner ..1� �. /�. �J. �'! .?� Address i Name of Builder ...../.!'......Y...1.................... .� .:e......Address Name of Architect .... ...........................................................Address ..f.?.�✓.�`.�.....��h.1.�.....�:�`'.r................................. Number of Rooms '....................�f.................................Foundation ......�ir��l..�.'J'.�.��........................................ Exterior ......1?/ t,�c�.... rlr�'t7. .. ...............................Roofing ...........!:S:4.e x1—P...... ...+P� $.`..................... 99 Floors ......... �.�7 :%?. �.....�.........................................Interior ........ '�1�... .�f....................................... Heating .............................:..... Plumbing .............................. .................. p el 17&. Fireplace ..:..................... ..............................................Approximate Cost . ... Definitive Plan Approved by Planning Board ________________________________19________ . Area ......fG<�. ................... Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH - 1 I hereby ree to confor all the Rules and Regulations of the Tc n of Barnstable regarding the above c struction. ame .e....!:... ........ ........................................................... OEHME, WILLY K. No 2254�7. Permit for ADDI� Q �., \.,,,,, Single Fam' 1 .. ..... y....�?r7J..J.a ng.... .r.�.,.. . . . ..... 1 Location .........5. 1]. V.!~Xl]1e ....t..... a< :.....Hya:An j 5 ........... ...\. ... 4 J ` Owner .Willy .ehmp..... 4 . ..... V " E Type of Cons l:o-;�,-,Fr-amp................ 1 - - - - i ..................... �.... ................... \ \ a _ f Plot ..:.......... :.... .. `� Lot ..... .......................... y ' w � r Permit Granted ..............................b`E .: .:19 8 Date of Inspection ........................ ......:. 19 Date Completed I r PERMIT REFUSED ...............................................................:t 19 ............................................................... .......... .................... ......................... ....................... ......................... ........................................... Apprbved ....::......................................... .19 ; ....... ....................................................✓............. 9 72 "Zi / Assessor's map and lot number ....................... .................... C�THE Sewage- Permit number .......!!.: +.::-., 3 IAHBSTAXLE, i ^KF , House number ! t ............................................. v rue& po,1639. 9� 'F0 MAj A,- TOWN OF BARNSTABLE BUILDING INSPECTOR- . J 1,, APPLICATION FOR PERMIT TO .......��... „•... TYPE OF CONSTRUCTION ......... �' I 1 1.. I... ... .......... .............r.. .�?.....................19.& . ` TO`THE INSPECTOR OF BUILDINGS: The undersigned herebby` applies for a permit according according to the following information: Location . .1. =: �...-.?. ../ ':.U.:. .....1. .. .!..................N .t . E'L..ka.P.. ....... �id �.! � ............................... ProposedUse ........../ 1....L... ....... l ...................................................................................................................................... Zoning District ............................. . .............................Fire District ............... Name of Owner .. .h. � .. .1.... .��. .. 1..�-G.........Address 1.5 Name of Builder G .: ,!� ' '�f �l7 ......Address .................................. ' t Name of Architect : ................................�' � ..........................Address ..fr!,�. ..�......��.l�/..L``!.�:a.'.'.... ................................. Number of Rooms ..................... •.:. f ".................................Foundation .......<.74W..C.l .Q. '..:..................................... Exterior ...... .4.. ...............................Roofing ..........�..$.�c.�.��t��.....�1��.���..�^�C'y...................... LFloors .................!:'' ..h...... ..`............................................Interior ......... �. � . ........................................................ Heating ................................... ........................................Plumbing ........................ J '�..... .... .............................. Fireplace pp r .��_.-'" '.,:.��" ........................ ..................................................A roximate Cost .......... .... ....................................... ....... 1n7 , Definitive Plan Approved by Planning Board ________________________________19________. Area Diagram of Lot and Building with Dimensions Fee . �.................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH _ w F cam- r`✓4�—'I r t conform to all the Rules an d Regulations of th;Tc n of Barnstable re ardin the above hereby ag ee o 99 9construction. L /Name .. t.... - �` ".4 \..1............ . V A=289-77 OEHME, WILLY K. No 225.47.... Permit for ADDITION am;ily Dwelling Location '$ ..Scudder Avenue ................. finis............................................ Owner W� lly K. 02 ... .............................� ..................... Type of Construction ..,,^_Frame Asti........................... .. ................ .---Q• 9.9 Plot ^�- d Permit Granted Octoff3�� 9 80 .............. Date of Inspection .. .......................... ... 9 Date �aomplete .............................1 PERMIT REFUSED ................. ................................ 19 ............................:................................................... ................................................................................ f I ............................................................................... Approved ................................................ 19 ............................................................................... ...................: ......................................................... 26'4r: z�a: (EXIsnHG> w EXIST EXIST. s x� EXIST. sr if i�S — — rxFsr [BEDROIF. ` EXI _ EXIST 3 w6t' I --rn NEW 1 �,� EXIST. W.LC-:I x4s NE REMOD. b c� ° MASS STUDY In GARAGE f o ,I . 7.O - RANGE ItT C.O. T .. _ I II I ii L --- 1I NEW ,a-r KITCHE�k I I I I EXIST. ' (VERIFY arrJ/E 11 I HALL LAYOUT W/OWN ) I - oICLOS. s$ ASOVE I' - 1 - �I R MO� EL -- - EAU I �' 1� E. ED �—� NEWS � --- , . 9 UGHII MASTER . FK1QHT © I ON a EXIST. I ,E MUDHALL I I qgp .. 6G -... I D CEILING)M I I i BEAM EDRQO : � -----=- -- --- --- Q (VAULTED Al I - . .._. BENCH .W NE,N6x8 POST VId - 1x7NxBCASING ... - CLOS• J - - A A A q A ww11 — - _ 7-IP 7-IP 7-iP 11'37 B III1 '✓' H ro 0 _ b - - - ' Z7'$3 - N r - 11 - .. ..: . (ADO nON) o � w � FIRST FLOOR PLAN FAMILY Z EXPANDED LEGEND: ROOM .-.' . = . :EXISTING WALLS " B � L= CONSTRUCTION TO.BE REMOVED NEW NEW CONSTRUCTION DECK +D � Q ' DETECTOR®SMOKE TOR N �y ©CARBON MONOXIDE DETECTOR. I I I II 'Il �D4ERSENII NOTES: �_ Lsm• V.I h r./ � 1. .CO TCONDITIONS ,ra NTRAC OR T .IS ,r O VERIFY ALL EXISTING ...r &DIMENSIONS IN THE FIELD - (ADDITION) : (EXISTING) 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS. oN. DETAILS.&FINISHES IN TM FEW WITH OWNER . .3.) ROUGH OPENING HEAD.HEI09 OF WINDOWS AT � .: � q '. 1'-0" FIRST FLOOR TO BE 8'_-8"ABOVE>l�FLOOR 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS THE DESIGNER SHALL BE NOTIFIED IF ANY Q ERRORS OR OM MONS ARE FOUND ON 2Wv STATE BUILDING CODE,SEVENTH EDITION _ _ - - THESE DftkVA W PRIOR TO START OF _. �t 6•) 110 MPH EXPOSURE B WIND ZONE.2.00 ASPECT RATIO cMLL BE oNSTRucTIOK_ THEE ILOBID CONTRACTOR . L; TRUCI 7.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY ( IN WITHOUT►anFYINGNGTHE IARAWlrTG NO.: - DESIGNER of ANY ERRORS OR 01iBSS10N j 8.) THE NAILING SCHEDULE ON SHEET A4 TO BE FOLLOWED WITH NO EXCEPTIONS. ; THESE DRAYVINOS ARE SOLELY FOR THE Low .. DEVIATION FROM THIS SCHEDULE PILL REQUIRE ADDITIONAL METAL HOLD DOWNS&STRAPS ON THE PROPERTY NOTED.ANY OTHER usE OF 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS gs: THESE DRAW NGS REQUIRES THE VAMEN . _ CONSENT THE DESIGNER THESE DRAW NW ARE PROTECTED UNDER THE ARCHITECTURALURALIAfAL j A trx,.q COPYRIGHT PROTECTION ACT OF IND. � . ..,a ' rn z Cn . - _ v rn ' rn o= r- m f7 ; A r � rn D o z I � N . .. xZ + M[� - I�p b _ (MATCH E)IISTINO) b 10 O I ly (MATCH EXISTING) - S NEW ADDITION FOR: EaEKW43 COTUIT BAY DESIGN. LLC I (M BREWSTER ROAD RUMBERGER RESIDENCE " MASHPEE,MA. 02649 o 183 SCUDDER PH.(508)274-7 166 AVENUE HYANNIS, MA FAX(508)539 9902 . ' • ' I . • N �OZ m D �Zopm G N _ e;M, y ; rt� Z AZ�9 x m C O D 2 M0. Z O " Ovm cz)� C M*Q)o y ,(1)�vz z � - °° Nm O� ° O ,v 028 (ADDITI°,) (EXISTING) n� Z xx �`��c my w A 2 C _ G) .a m� C �' 1 , , Zo m Z ' --�--- w p zm -- co) G� m w D ON po' I I a mj Z. 'Cmow m 331 I c 1C'-9j , S ^ n z Sp^mo fR N 18U. I I m �oa� o� r b g P�* to I +� 0 r4r. nv r4r ra Ig NEW b P.T.2 x Vs 1 I t . (EJ(ISTIN NEW P.T.2x'las®Uro.e. I .. ° m - r Egg . 3, - I I m Y. (EXISTING) - . --_—_ 1' .. - o�rt (� un _� jn j Z ZDp cn D ., D { �$ m m o R mpmx M060 v . fig .. N r_ N � fp mr � r--� 0 � mr � r qx a' z m a. ..: .(EXISTING) - D W ca . (MISTING) ' _ a NEW ADDITION FOR: COTUIT BAY DESIGN, LLC I� II e 43 BREWSTER ROAD 0 z N RUMBERGER RESIDENCE MASHPEE,MA. 02649. PH.(508)274=1166 L 183 SCUDDER AVENUE HYANNIS, MA FAx c5oa153s s4o2 I� : �* NAILING SCHEDULE z (E)UST[W) - 110 MPH EXPOSURE B WIND ZONE JOINT DESCRIPTION. . NO. OF COMMON NAILS NO. OF BOX NAILS NAIL SPACING ROOF FRAMING: Q Q c •e BLOCKING TO RAF TER OE NAILED Od �N _ 2-10d EACH END 04 owl' RIM BOARD TO RAFTER(END NAILED) 2-16d Q EACH END W « g _WALL FRAMING: F TOP PLATES AT INTERSECTIONS(FACE NAILED N W tV 3-16d STUD TO STUD(FACE NAILED) 00 2-16 d D 2-16d 24 oOINTS. �y W Go. HEADER TO HEADER(FACE NAILED) W x o 16 O 0 ' 16d 16d "o c AL NG EDGES ['��i/]�y� FLOOR FRAMING: JOIST TO SILL,TOP PLATE OR GIRDER.(TOE NAILED).: 4-6d PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2� 4-10d 2-1Od EACH END Q - BLOCKING 70 SILL OR TOP PLATE OE_ (T NAILED) _ U � a LL, LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d < JOIST ON LEDGER TO BEAM(TOE NAILED) ; 3.6d • BAND JOIST TO JOIST ENO.NAILED 3-16d w . 4-16d EACH I - . 4-16d EACH JOIST ( ) 3 16d BAND JOIST TO SILL OR TOP PLATE(TOE E NAILEpp 2-16d 3-1Od _ PER JOIST ROOF SHEATHING: 4-16d PER JOIST EXIST: EXIST: 3-16d PER FOOT WOOD g CRAWLSPACE. CRAWLSPACE I RAFTERS ORSTRUCTURAL TRUSS PANELS(PLYWOOD) ES PACED UP TO 16"o.c. 6d „. RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d:.I GABLE END WALL RAKE CR RAKE TRUSS W/O OVERHANG � EJ6p FIELD I - 10d6"EDGERi"FIELD ;. GABLE END WALL RAKE OR RAKE TRUSS W/STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS. 8d _ CEILING SHEATHING: GYPSUM WALLBOARD WALL SHEATHING: 5d COOLERS 7"EDGE/10"FIELD- WOOD-STRUCTURAL PANELS(PLYWOOD) STUDS SPACED UP TO 24"o.c. 6d 10d 6"EDG .- E/12"FIELD 12"&25132"FIBERBOARD PANELS LC • 12"GYP — 3"EDGE/6"FIELD E NEW , SUM WALLBOARD 5d COOLERS: - . _ •7"EDGEH O"FIELD ti F CRAWLSPACE FLOOR SHEATHING: WOOD STRUCTURAL PANELS(PVOR LESS LYWOOD) • : > EATER THAN THICKNESS I("THICKNESS GREATER Sd EDGEll "ELD ~ tOd .: 16d B"EDGE/6"FI A , < A5 , F. .. ,. . ... .. INSTALL 64'ANCHOR BOLTSAT TI MqX - -- - - W/SIMPSON BPS 508-3 BEARING PLATES PLACE BOLTS WITHIN S--IT OF EACH - - : .CORN ... ER AND TO MINIMUM - - - - - - ., DEPTH p� Z ANCH OR BOLT PLAN r , - < u Q. _ 4 REMODELED NEW Q L1 15' .' INSTALL 59"ANCHOR BOLTS AT 77 o.e.MAX'. ... — - �KYLIG - 3 M SON BPS 515-3 BEARING PLATES - '.- - FK�KVpLIO MASTER y�gp PLACE BOLTS WITHIN 6%ISOF EACH �. - I I i I a MUDHALL E 9' CO�ANDTOAS"MINIMUM. - t? o -t �., ..I BEDROOM { I-. .w ,� - a. 4 r - J VAULTED CEILING) .. m O L ' J g J -• .: LL - SEE"LING SCHEDULE FOR SILL,BAND JOIST �++1 ra oe. _ INSTALL SIB"ANCHOR BOLTS AT 72'c.c.MAX - W/SIMPSON BPS 518.3 BEARING PLATES FLOOR JOIST,&WALL . - ,: :o PLACE BOLTS WITHIN 6--IS OF EACH _ - - CONSTRUCTION , . ' - : ( FULL HEIGHT STUDS - - . - 3(()JACK STUD PER ' SCALE: ... . DEPTH AND TO B"MINIMUM OPENING. .4,� .4� (FULL HT. 1 .SHE (FULL W.SHE _ P.T.2 x 6 SILL W/SEALER /4" FE t (ADDITION) (F DATE ULL HT p ,. . ;. r� r� /gyp 6/.I2/2008 . ADDITION PLYWOOD/STUD PLAN DRAWING NO. r ANCHOR BOLT DETAIL ANCHOR BOLT DETAIL a , c SCALE:1/2"=1'-0" n , • (MATCH EXI9TIN6) a 4 e,;o W•_}�Pn a K Z . �TI�rDI�r DO��O AT ,QA 3; j 20 go D .O n vo s _ = Z Et o m CX fs Z I D 0 � —� r— Z D w -4m A N a y s�SSS Y n . � N zz 0 �i Qq 1C r M N ZMa �-40 gam a a� V, - i 0LE ® N a" .. N ;EZ 0) zyx� Z oog T "a � - X Z. r fa' C* - - .. m 82f� rs 1 Z K C � s r=— av g Z G) _` o 1 .. Z w O� V m a � z r v T11 LU my o HOW m .. ZOTFw W m zc 0 m� � JNo 9 1 NEW ADDITION FOR: el \ COTUIT BAY DESIGN LLC L. a 43 BREWSTER ROAD N RUMBERGER RESIDENCE MASHPEE,MA. 0264s ox S PH.(508)274=1166 183 SCUDDER AVENUE HYANNIS MA. FAx(sos)539-9402. lit Z T �m �y z� m 'v O- 'vm Fnr N O >3 Co.)p O � -v O T T , 1 r 0 m§ � � . .. s:.p. Ica: 2 § - (ADDITION) (EXISTING) �m T o MCA NA oz� D z� mm. 1 C0 10 � = k C c Z ( � . n -.gags I Az �f 0 1 m L=----= F ' L o (ExIsnNGT b � 1 off : I I ea: 1 .I (ExlsnNo) „ ' I I1 I I " - EAM kBOV iI I - A ST. I a . EXIST.RIDGE- _ IST. DGE I d. �I (EXISTING) - fA - - (EXISTING) .. . _ .. a a COTUIT BAY DESIGN, LLC NEW ADDITION FOR: I N = r EEEWU BREWSTER ROAD RUMBERGER RESIDENCE MAsxPEE,MA. 02649 ~ PH.(508)274-1166 o FAX(508)539-9402 183 SCUDDER AVENUE HYANNIS, MA I: I � f � }r r r ' 2 U� a 4 L a 7 018 8 00 S.. Pq �. -RoPo�sEd 0 IV N ry 19 N 71 i 4 1 I 1 i I j i L I I i I i I i yss�ssaF�s MAC" =289,- 1 f i t PL OT /:14ArV Ord 4Nb } i �O JOHN SG P. JT•`{DOYLE,III H I .Sr �r�✓�/�C? P C7/1s2�- >° l �l TA ,4"Yf No.33389 I GISTEREQ / 3 vrC U'D ) �T SU V �" 01 7 /9 9 c ABBREVIATIONS . 'ELECTRICAL NOTES JURISDICTION.NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A ; AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. i BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. , (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, p 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 THE 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). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC 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 HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. , S STAINLESS STEEL 1 . STC STANDARD TESTING CONDITIONS a TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY w V VOLT Vmp VOLTAGE AT MAX POWER I VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT r 3R NEMA 3R, RAINTIGHT - PV1 COVER SHEET , PV2 SITE PLAN ,r I PV3 STRUCTURAL VIEWS UPLIFT CALCULATIONS LICENSE GENERAL NOTES PV5 THREE LINE DIAGRAM 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 i MASSACHUSETTS AMENDMENTS. MODULE GROUNDING.METHOD: ZEP SOLAR t AHJ: Barnstable - � ` + REV BY DATE COMMENTS REV A NAME DATE COMMENTS . s UTILITY: NSTAR Electric (Commonwealth Electric) J B_0 2 6 g Q 6 7 0 O PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: I U RUMBERGER, TIMOTHY M RUMBERGER RESIDENCE CONTAINED SHALL NOT BE USED FOR THE C8 J; SO�a�C�ty. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: A - ■( NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 183 SCUDDER AVE 6.76 KW PV ARRAY ►1% � PART TO OTHERS OUTSIDE THE RECIPIENTS MODULE H YAN N I S M A 0Z6O1 ORGANIZATION, EXCEPT IN CONNECTION WITH r THE SALE AND USE OF THE RESPECTIVE (26) TRINA SOLAR.# TSM-260PDO5.18 24 St. Martin Drive,Building 2, unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. INVERTER: T. (650)630-1028 F: (650)638-1029 SOLAREDGE SE5OOOA—USOOOSNR2 5087754817 COVER SHEET - PV 1 10/6/2015 (ee6)—saL—qTY(765-2469) w,�sa,a.c;tYc�, PITCH: 25 ARRAY PITCH:25 MP1 AZIMUTH: 115 ARRAY AZIMUTH: 115 MATERIAL: Comp Shingle STORY: 1 tlA OfAC _ PITCH: 30 ARRAY PITCH:30 - /Cti O © Inv MP2 AZIMUTH:205 ARRAY AZIMUTH:205 MAFtO�.� MATERIAL: Comp Shingle STORY: 1 Story av RSA - KMN � ��D��, AC , -PITCH: 35 ARRAY PITCH:35 .29919 � _-L�' MP3 AZIMUTH:205 ARRAY AZIMUTH: 205 MATERIAL: Comp Shingle STORY:,1 Story . IST B 'STAMPE *& SIGNED FOR STRUCTURAL ONLY O " Front Of House O Digitally signed by Marcus Hann A Date: 2015.10.06 14:46:25 -04'00' o LEGEND M 0 (E) UTILITY METER &TIWARNING LABEL 0 ® INVERTER W/ INTEGRATED DC DISCO a lov & WARNING LABELS DC DISCONNECT &.WARNING LABELS ® © AC DISCONNECT & WARNING LABELS DC JUNCTION/COMBINER BOX & LABELS Q DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER (E)DRIVEWAY STANDOFF LOCATIONS M CONDUIT RUN ON EXTERIOR -- CONDUIT RUN ON INTERIOR — GATE/FENCE Q_ HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L_J SITE PLAN Scale: 3/32" = 1' C 01, 10, 21' J B-0261867 O O PREMIX OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER: CONTAINED SHALL NOT BE USED FOR THE RUMBERGER, TIMOTHY M RUMBERGER RESIDENCE Ce Ji I,`�O'ar�'�� BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: a NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 183 SCUDDER AVE 6.76 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S + ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: H YAN N I S, MA 02601Drive,THE SALE AND USE OF THE RESPECTIVE 26 TRINA SOLAR TSM-260PD05.18 24 St.Martin rough Building 2 unit 11 ( ) � PAGE NAME: SHEET: REV: DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T. (650)638-1028 F: (650)638-1029 PERMISSION of sou+RaTY INC. SOLAREDGE SE500OA-USOOOSNR2 5087754817 SITE PLAN PV 2 10/6/2015 (888)-SOL-CITY(765-2489) wew.sotarcttyaom t S1 f S1 Rclolous ` % (E) LBW 13'-4" , (E) LBW � � SIDE VIEW OF MP2 . ,IVTs `STA.MPEQ,& S1GNED:FOR B A SIDE VIEW OF MP1 NTS STRUCTURAL.Oi i.Y' M02 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES " MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 48" 2411 STAGGERED LANDSCAPE 48" 24" STAGGERED PORTRAIT 4811 1911 PORTRAIT 48" 20" ROOF AZI 205 PITCH 30 ROOF AZI 115 PITCH 25 RAFTER 2X6 @ 16" OC STORIES: 1 ARRAY AZI 205 PITCH 30 RAFTER 2X10 @ 16"OC ARRAY AZI 115 PITCH 25 STORIES: 1 C.I.. 2X6 @16" OC Comp Shingle Comp Shingle PV MODULE S1 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. • • PILOT HOLE WITH • , (4) E:, SEAL ZEP COMP MOUNT C LYURETHANE SEALANT. ZEP FLASHING C (3) (3) INSERT FLASHING. 13'-5" (E) COMP. SHINGLE (4) PLACE MOUNT. (1) - (E) LBW (E) ROOF DECKING (2) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) G(5 SEALING WASHER. SIDE VIEW OF MP3 NTS STEEL LAG BOLT LOWEST MODULE- SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH C WITH SEALING.WASHER C(6) BOLT & WASHERS. MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES (2-1/2" EMBED, MIN) LANDSCAPE 40" 24" STAGGERED (E) RAFTER STANDOFF PORTRAIT 40'. 19" C i RAFTER 2X8 20"OC ROOF AZI 205 PITCH .35 STORIES: 1 J 1 ARRAY AZI 205 PITCH 35 Comp Shingle CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE J B—O26 I C�O7 OO RUMBERGER RESIDENCE Ce Ji BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTWG SYSTEM: R U M B E R G E R, TIMOTHY M. NOR MALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 183 SCUDDER AVE 4 6.76 KW PV ARRAY loosolarClty PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: H YA N N I S M A 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH r - THE SALE AND USE OF THE RESPECTIVE (26) TRINA SOLAR # TSM-260PDO5.18 24 St. Martin Drive,Building 2 Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN Q PAGE NAME SHEET: REV DATE: Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. MVTR7ER. 5047754817 PV 3. 10 6 2015 T: (65o)638-1028 F: (650)638-1029 SOLAREDGE SE5000A-USOOOSNR2 STRUCTURAL VIEWS / / (B88)-SOL-CITY -2489) www.solarcii.com UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. J B-O 2 6 g 8 6 7 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: L I Ce �I 'SolarCit CONTAINED SHALL NOT BE USED FOR THE RUMBERGER, TIMOTHY M RUMBERGER RESIDENCE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: w,. r NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 183 SCUDDER AVE 6.76 KW PV ARRAYIlk PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: H YAN N I S M A 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (26) TRINA SOLAR # TSM-260PD05.18 PACE NAME sHEET: REV. DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE5000A-USOOOSNR2 5087754817 UPLIFT CALCULATIONS PV 4 10/6/2015 (888)—SOL—CITY(765-2489) www.solarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:QOC2OU100S Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE #SE5000A-USOOOSNR� LABEL: A -(26)TRINA SOLAR TSM-260PDO5.18 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:44014542 Tie-In: Supply Side Connection Inverter; 5000W, 240V, 97.574 w Unifed Disco and ZB,RGM,AFGI' PV Module; OW, 236.9W PTC, 40MM,,Black Frame, H4, ZEP, 1000V ;ELEC 1136:MR Underground Service Entrance INV 2 F Voc: 38.2 Vpmax: 30.6 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 100A MAIN SERVICE PANEL , E� 10OA/2P MAIN CIRCUIT BREAKER CUTLER-HAMMER Inverter 1 , (E) WIRING Disconnect CUTLER-HAMMER 100A/2P 4 Disconnect 3 $OLAREDGE DD+ - - - ;, 1 A 30A SE5000A-US000SNR2 DC_ MP 2,MP 1: lxl A . B L1 2_15 ------ ------------ EGC -�---11 �� B L2 _ I - - :, (E) LOADS ----------------------+-- - EGCI -- DC+ _ GEC N DC• _ c MP 3: 1x8 r--_J x •• GND EGC--- --------------------- ---- ------ G ------------- ----t� .. N I (1)Conduit Kit; 3/4' EMT _,GEC TO 120/240V SINGLE PHASE I I e UTILITY SERVICE I I x PHOTO VOLTAIC SYSTEM EQUIPPED WITH_RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP POI (2)Groygd Rop A (I CUTLER-HAMMER #DC222NR8 /� ;' ` ' \, (26)SOLAREDGE�300-2NA4AZS D� 5 8 x 8, per Disconnect; 60A, 24OVac, Fusible, NEMA 3R A P v PowerBox tlmizer, 301 H4, DC to DC, ZEP -(2)ILSCO IPC�0-#6 . Insulation Piercing Connector; Moin 4/0-4, Top 6-14 - B (1)CUTLER-HAMMER #DG221UR6 j 1)AWG #6, Solid Bare Copper S Disconnect; 30A, 24OVac, Non-Fusible, NEMA 3R T Cld SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE' -(1)CUTLER- AMMER DGD30NB r" -{:1)Ground Rod;5/8' x 8,Copper AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Ground�Neutral Kit; 30A, General Duty(DG) - (N) ARRAY GROUND PER.690.47(D). NOTE: PER EXCEPTION N0. 2, ADDITIONAL - ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE (1)AWG#6, THWN-2, Black (1)AWG#10, THWN-2, Block (2 AWG #10, PV Wire, 60OV, Black Voc* =500, VDC Isc =15 ADC ® (1)AWG#6, THWN-2, Red O L`L (1)AWG#10, THWN-2, Red O (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=13.2 ADC (1)AWG#6 p=21 AAC (1)AWG#10, THWN-2, White NEUTRAL, THWN-2, White NEUTRAL Vmp =240 VAC Im Vmp =240 VAC Imp=21 AAC (1)Conduit Kit; 3/4' EMT -.(1)AWG#6,.Solid Bare.Copper. GEC. . 7(1)Conduit.Kit 3/4'•EMT. • . . . . . . . . . . . . . . .-(1)AWG#$,.TI IWN-2, Green • EGC/GEC,-(I)Conduit Kit;.3/4"•EMT• , . . . (2)AWG #10,PV Wire, 600V, Black Voc* -500 VDC is =15 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=5.87 ADC (1)Conduit Kit;.$/4'_EMT_ §' . . . . . . . . . . . . . . . . . - CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE JB-0261867 00 RUMBERGER, TIMOTHY M RUMBERGER RESIDENCE . Ce JI ���s NOR SHALL OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM. �."SolarCity.NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 183 SCUDDER AVE 6.76 KW' PV ARRAY r� PART TO OTHERS C PTTIN THE RECIPIENT'S MODULES: H YAN N I S MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH � ' THE SALE AND USE OF THE RESPECTIVE (26) TRINA SOLAR # TSM-260PDO5.18 24 St. Martin Drive,Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: RM. DATE: Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. INVIRIER: T:,.(650)638-1028 F: (650)638-1029 SOLAREDGE SE5000A-USOOOSNR2 5087754817 THREE LINE DIAGRAM PV 5 10/6/2015 (ee8)-soL_aTY(765-2489) www.solarcity.com t' 1•- 0 0 0 01- Label Location: Label Location: Label Location: C CB AC POI (DC) INV Per Code: _ Per Code: t • �. � �; Per Code: NEC 690.31.G.3 iil� ° ■ NEC 690.17.E ° ■' NEC 690.35(F) ■o 0 0 - e o ■ o 0 Label Location: :o ■ o 0 0 TO BE USED WHEN O O O ..� (DC) (INV) o•■ ■ - ■ e i ■ ■ • ■ ��� INVERTER IS Ip o -o o ° D O Per Code: UNGROUNDED ,r NEC 690.14.C.2 Label Location: Label Location: o 0 0 °•,�-o ° (POI) -o (DC) (INV) _ Per Code: 0 -� Per Code: NEC 690.17.4; NEC 690.54 •-■=■o ao]� o o ° NEC 690.53 :;• ■(p 0- o- • s :o 0 Label Location: ° rl o (DC) (INV) Per Code: NEC 690.5(C) o- -o e ■ Label Location: o ■ o- p (POI) ■ -o - o - Per Code: o ■ e - NEC 690.64.B.4 Label Location: { o (DC) (CB) • ° ,_■ Per Code: Label Location: ■o 0 o NEC 690.17(4) 1 (D) (POI) • l"� oOEM= Per Code: o•■ a o 0 0 NEC 690.64.6.4 Label Location: o (POI) Per Code: Label Location: e ° ° NEC 690.64.B.7 p p p AC POI (AC): AC Disconnect ( ) ( ) e 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 0 rt. (AC) (POI) (LC): Load Center Per Code: (M): Utility Meter Q/w, NEC 690.54 (POI): Point of Interconnection CONFIDENTIAL— THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR %q$t,j 3055 Clearview Way c 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 RECIPIENT'S ORGANIZATION, Label Set •�•���� T:(650)638-1028 F:(650)638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE I� (888)-SOL-CITY(765-2489)www.solarcity.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. aolarCityl n _ -. :: 't _ • - .. fir' : �,. - �SolarCity. ' ZepSolar Next-Level`RV Mounting Technology SolarCity ®pSolar' Next-Level PV Mounting Technology , t, Components Zep System _ { , , • for composition shingCe roofs '+ , , y - Interlock Ground Zep (Ke N sxfe shorn) *: _ '+•,, - B c - ,• ' - e - Leveling roof n°,.�°r _ _ s r R pp • r. , - r 3 + ,4 r •.. •.,�. < .,.+ Up Can atible PY kladulc Zep Grove -' .•,,,.., '�e" r' n _ • - ' QOof Attachment d. •- � .. - S . +3. _ .}• - - Array Skirt _ x f ' ^ ti r3 { , 41. , 1 � •L s ��F Description - ti , .PV mounting solution for composition shingle.roofs Works with all Zep Compatible Modules ' da. a t• Auto bonding UL-listed hardware creates structual and electrical bond ° •' Zep System has a UL 1703 Class"A"Fire Rating when installed using fi ** = ° P Y 9 g:. „ Comp Mount Interlock' Leveling Foot t , V modules from any manufacturer certified as. Type 1 or Type 2 z; > ®� LISTED n a q,; t Part No.850-1382 s` Part No.850-1388: = Part No.850-1397_ Listed to UL 2582& Listed to UL 2703- Listed to UL 2703` mounting Block to UL 2703, a , €. G .Specifications ,•., .. . . ':, - ,. �� ,:• ,: y`� _3 - � � Designed for pitched roofs' x< ,.. •, '' -, 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 ' a w 1 ' ; r ♦ e r Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 • Zep System bonding products are UL listed to UL 2703 ` ' ' ' • t �� K 'r• Engineered for spans up to 72"and cantilevers up to 24"Zap wire wire management products listed to UL 1565 for wire positioning devices ` ' r w' Ground Zep `; ,Array Skirt,Grip,End Caps DC Wire Clip P 9 P P � f x r :W ; -Attachment method UL listed to UL 2582 for Wind Driven Rain -; Part No.850-1172 -Part Nos.500-0113, Part No.850-1448 ; t ' Listed to UL 2703 and • 850-1421,850-1460, Listed UL 1565 Lusted to UL 850-1467. . x ET t , * Listed to UL 2703 zepsolar.com £ ,-zepsolar.corn e This document does not create an express warranty b y Zap Solar rorabout its products or services.Zep Solar's sole warranty is contained in the written product warranty for • , This document does not create any express warranty by Zap Solar or about products or services.Zap Solar's sole warranty is contained in the written product warranty for _ Y P tY Y P d to in the product warranty. customer e - each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications refereed to in the product warranty.The customer is solely - � r each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referee p y er is solely responsible for verifying the suitability of Zap Solar's products for each use..Specifications are subject to change without notice.Patents and Apps:zspats.com... .. ,: ,:- ...responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.cem.. r • - • „-• e: ' 02 27 15 ZS for Comp Shingle Cutsheet Rev 04;pdf ..,', - S' �= a� Page: 1 Of 2 � - '-� � - 02 27 15 ZS for Comp Shingle Cutsheet Rev 04.pdf �Page: 2 Of 2 •• - . , , y , , a n . so la �''=oo $oar,�oo SolarEdge Power Optimizer �fy Module Add-On for North America Q P300 / P350 / P400 SolarEdge Power Optimizer C= P300 P350 P400 Module Add-On For North America (for6G-celI PV (for 111.11 Pv (for 96-cell PV modules) modules) modules) P300 / P350 / P400 INPUT 00 3 Rated In ut DC Power" 3 . W 400 , ' � *� � � � '_ �. Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 � 80. Vdc' MPPT Operating Range 8 48 .........8-60 � 8-80 Vdc ................. ........ .............. .................................... ........ Maximum Short Circuit Current hsd � - ,,.,.. .10. ..... Adc..., .............Cln ............ ...:......... ... ... ........ ... '....... .... I. Maximum DC.. ut Current - 12.5 Adc M axi mum Efficiency..................... 99.5 %' , ........... ........................ .......................................................................... ........""' '� Weighted EfficencY . ........... 8.8.............................. ......... ...%..... Overvoltage Category II , . :OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) 4 ° Maximum Output Current 15 Adc .. .... ........... ............ .................... :.... ....:... ......... ..:.... Maximum Output Voltage 60 _ Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) .. - 1^•� Safety Output Voltage per Power Optimizer - 1 Vdc `� STANDARD COMPLIANCE - EMC FCC Part15 Class B,IEC61000-6.2,IEC61000-6 3 Safety. .................... ................. .,IEC62309 1((class II safety),UL3741 RoHS Yes ` ,...:..p ....` . INSTALLATION SPECIFICATIONS ........... .- Maximum Allowed System Voltage 1000 Vdc t - , Dimensions(W xlx H)- 141x212x40.5/S.SSx8.34x1.59 mm/in - Weight(including cablesl.....................................................:............................950/2:3......... Input Connector...................................... MC4/Amphenol/.Tyco..... .......... Output Wire Type/Connector Double Insulated Amphenol Output Wire Length 0.95/3.0 12/39 m/ft ........ ........ .........:..... ..... .. ... ........1.............................. ...... .. - r-` Operating Temperature Range 40 +85/40 +185. - 't ,r .. Protection Raring............... IP65/NEMA4,.............................. ,. - Relative HumfditY._ 0 100 - ..........%. ........ ............... .. Rma srewf me A.e1d.1,& p—,md..d. .. - - 1PV SYSTEM DESIGN USING A SO LAIR EDGE THREE PHASE THREE PHASE .,INVERTER SINGLE PHASE 208V _ 480V l PV power optimization at the module-level Minimum String Length(Poweroptimizers) 8 10 18_ :. — Up to 25%more energy . . M ..... ...... ................... ... .... . aximum String Length(Power Optimizers) 25 25 50 - Maximum Power per String 1250 60oo 12750. W - Superior efficiency(99.5%) - .. ................. ............... ........ ............................... ...... .. .. ... s _ " Parallel Strings of Different Lengths or Onentarions 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 _ - ! — Module-level voltage shutdown for installer and firefighter safety �_..._ .....,.,, _�... -_...,-....._ -.�..` - _+ _..._.. -�. .A.-'_- _`..•. �..._....- ,.�. " - _.-.—�-�._.- .-...a. �� f. '�1�R R *s44 ��c�,i �I 'v3 *�.:. �` USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL.- AUSTRALIA www.solaredge.us ads- @ .¢ T R[tO r1T .0211�^..I�IyF Jt aUluII9.n A .THE Trinamount MODULE TSW PD05:18 Mono Multi Solutions _ DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC r- - unit:mm •Peak Power waifs-Pm (Wp) .� •f 245 i n 250~. 255 941 260 5 l _ Power Output Tolerance-PMAx(%1 0- 3 s ' Maximum Power Voltage-V.P(V) 29.9 t 30.3 30.5 1 30.6 THE �'0 MOU nt, F �HE N _t Maximum Power Current-Imee(A) }} 8.26 8.27 8.37 8.50 o Open Circuit Voltage-Voc(V) i 37.8 { 38.0 1 38.1 1 38.2 ' wsrnuiwc Wore I , Short Circuit Current-Isc(A) 8.75 8.79 8.88pp 9.00 11 .. .. �.. ! o i. Module Efficiency Um(%) 15.0 - 15.3 _ 15.6 l_ 15,9 - MODU LE ) C, i S STC:Irradiance IOOO W/m'.Cell Temperature 25 C,Air Mass AM1.5 according to EN 60904-3. Typical efficiency reduction of 4.5%of 200 W/m'according to EN 60904-1. ` f e> Maximum Power-P-(Wp), - }� 182 ! 186 t 190 tr� 193 1�- 1, ® - _ - Maximum Power Voltage-Vae IV) - 27.6 28.0_ 28.1 28.36 CELL �. MULTICRYSTALLINE MODULE re43arouK-HaLE Maximum PowerCurrent-IMee(A) I 6.59 b.65 6.74 I 6.84 = 7 HOSE A A Open Circuit Voltage(V)-Voc IV) 35.1 35.2 35.3 35.4 c WITH TRINAMOUNT FRAME ! •r ,_ . _ - '� Short Circuit Current(A)-isc(A) � _ T7.07 �.. 7.10 .- _ 7.17n 7.27 F- OCT:Irradiance at 800 W/m'.Ambient Temperature 20°C,Wind Speed I m/s - ' atz 245-260lf� PD05.18 ' 180 _ t Back View f POWER OUTPUT RANGE ( MECWANICALDATA _ - . . C(9) Solar cells Multicrystalline 156 x 156 mm(6 inches) I Fast and simple to install through drop in mounting solution Cell orientation 60 cells(6 x 10) t Module dimensions ( 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) k 1 5.9% - _ t. Weight 21.3 kg(440 Ibs) [- f (tt MAXIMUM EFFICIENCY 1 Glass 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass i O-D A_A BacksheelWhite{ Good aesthetics for residential applications • ? Frame Black Anodized Aluminium Alloy with Trinamount Groove 1\ ' +' IP 65 or IP 67 rated ® �� I-V CURVES OF PV MODULE(245W) I J-Box t A/� 0 t !Photovoltaic Technology cable 4.0 mm'(0.006 inches'), }� Cables - � IO.m � 1200 mm(47.2 inches) POWER OUTPUT GUARANTEE . ! 9ro + Fire Rating Type - - } B,m 800W/m' r - - Highly reliable due to stringent quality control R - 6. + - - - - • Over 30 in-house tests(UV,TC,HE and many more) :I s.� As a leading global_manufacturer 4trJ • In-house testing goes well beyond certification requirements ) 5 4°° TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic O 3m r �. g p { �--� 20OW/m' i ,Nominal Operating Cell t rOperafional Temperature j+-40-+85°C F.3- products,we believe close z.m g 1 44°c('-2'C) L P � Temperature(NOCT) r i - - .. - , 10p Maximum System 1000V DC(IEC) cooperation with our partners � oro f is critical to success. With local Temperature Coefficient of P- -0.41%/'C ! Voltage 1000V DC(UL) t 0.. to.p0 20.m 30.m 40.p0 1 ( presence around the globe,Trina is a Voltage(V) Temperature Coefficient of Voc -0.32%/°C Max Series Fuse Rating 15A able to provide exceptional service Temperature Coefficient of Isc 0.05%/°C to each customer in each market Certified to withstand challenging environmental t t - 3 and supplement our innovative, conditions rreliable products with the backing • 2400 Pa wind load WARRANTY I of Trina as a strong,bankable • 5400 Pa snow load t partner. We are committed ., - 1 10 year Product Workmanship warranty to building strategic,mutually t 3 - 25 year Linear Power Warranty - beneficial collaboration with f t 1 --�• installers,developers,distributors I (Please refer to product warranty for details( <and other partners as the i backbone of our shared success in ) CERTIFICATION , driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY PACKAGING CONFIGURATION a' w 10 Year Product Warranty•25 Year Linear Power Warranty `„� �' $P a � Modules per box:26 pieces w Trina Solar Limited 1 www.trinasolar.com ) J LM.-odules per 40'container:728 pieces F 1 tw100% � _ R_� a Adtlltlonol voiUe ° Eo-EEE 9 I Q from Trina eomruAHe 4t o YU% m SVipr�S linear W4rrp _ CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT, pOMIPATj 9 - o v - nfY - - - 82014 Trina Solar Limited.All rights reserved.Specifications included in this tlotasheet are subject to OT/= ry P�4�o��solar O BO% -, TY unasolar change without notice. ,SmartEnergyTogether ears 5 10 15 20 25Smart Energy Together ' ,._OrTrina standard ® Insi,asnystandard - Y THE Vinumount MODULE TSM-PD05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC unli:mm Peak Power Watts-PAax(Wp) 1 2.50 j ".9 { 760 965 941 Power Output Tolerance-PMAx mount Maximum Power Voltage-VMP(V) 30.3 30.5 30.6 30.8 THE ��R� mNa�aN oo { Box f Maximum Power Current-ImBP(A) 8.27 8.37 8.50 8:61 -. NAMEPLATE Open Circuit Voltage-Voc(V) i 38.0 38.1 i 38.2 I 38.3 o. ev.,B Short Circuit Current-Isc(A) 8.79 8.88 9.00 9.10 { MODULE '2r a Hole ®®� L� $ Module Efficiency qm(%) .Air 15.6 i 14-3 m 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. c m � c ' ELECTRICAL DATA @ NOCT ' Maximum Power-PMAx(Wp)- -186® CELL y 190 ,193 1 197 - IMaximum Power Voltage-VmP(V) 28.0 28.1 28.3 28.4 _ Maximum Power Current-IMPP.(A) 6.65 .6.74 t 6.84 6.93 be MUtTICRYSTALLINE MODULE 43 GBOUNeING HOLE A-PD05.1s A Open Circuit Voltage(V)-Voc(V) 35.2 35.3 35.4 ass ,z-oBAw Ha.E 1 WITH TRINAMOUNT FRAME short Circuit Current(A)-Isc(A) I 7.10 7.17 I 7.27 A 7.35 NOCT:Irradiance at 800 W/m',Ambient Temperature 20°C,wind Speed 1 m/s.. - 812 180 250-265W F ° '' � � Bock view MECHANICAL DATA = .�''L. • POWER OUTPUT RANGE Solar cells Multicrystalline 156 x 156 mm(6 inches) �'� Cell orientation 60 cells(b x 10) Fast and simple to install through drop in mounting solution Module dimensions ; 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) t �•/r1, weight 19.6 kg(43.121bs) 16.27o l 1111 o Glass 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass MAXIMUM EFFICIENCY E Backsheet white A-A Frame �Black Anodized Aluminium Alloy Good aesthetics for residential applications J-Box IP 65 or IP 67 rated F ' ®-- ■ �� y i Cables Photovoltaic Technology cable 4.0 mm'(0.006 inches'); -� r !.1200 mm(47.2 inches) POSITIVE POWER TOLERANCE I-V CURVES OFPV MODULE(260W) Connector H4Amphenol l B saoow m= Fire Type UL 1703 Type 2 for Solar City Highly reliable due to stringent quality control 8.00 • Over 30 in-house tests(UV,TIC,HE and many more) 7.W 10 As a leading global manufacturer • In-house testing goes well beyond certification requirements ? 6.w Baaw m= TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic O I sm - 7 - _ g p 9 PID resistant a 40o Nominal Operohng Cell OperatlonolTemperature 40-+85°C products,we believe close Temperature(NOCT) 4°C(±2°c) l cooperation with our partners 3.� Te i-4 Maximum System 1000V DC(IEC is critical to SUCCe55. With local � � � � z.00 w Temper Coeffcient of PMAx -0.41%/°C Voltage � 1000V DC(UL)) ' 1 i o00 0 ,a zo 30 40 so •Temperature Coefficient of Isc 0.05%/°C j , presence around the globe,Trines is I Temperature Coefficient of voc 0.32%/°C Max Series Raring 15A able c provide exceptional service' ; Certified to withstand challenging environmental _ to each customer u each market ((/M\ g g °n4e4M. and supplement our innovative, t conditions reliable products with the backing 2400 Pa wind load of Trina as a strong,bankable 5400 Pa snow load WARRANTY partner. We are committed to building strategic,mutually.- CERTIFICATION 10yearLinearP Workmanship Warranty f beneficial collaboration with I ws rLinearPowerwYarranty__..__ ^_ -{ installers,developers,distributors GLISTER U6 SP )Please refer to product warranty for details) and other partners as the a es r backbone of our shared success in i p driving Smart Energy Together. i LINEAR PERFORMANCE WARRANTY ) ' t w PACKAGING CONFIGURATION - i EU-28WEEE COMPLIANT t 10 Year Product Warranty•25 Year Linear Power Warranty Modules per box:26 pieces w Trina Solar Limited . . - 1 Modules per 40'container:728 pieces www.trinasolar.com W00% o Additional r _ f � wlue fi'ortl Trl a L 0 90% ha SOIvlS IJr,evf Wq!lpn� CAUTION'READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT Q/7 pot4P4Tj 0 l o § 0 m 2015 Trina Solar Limited.All rights reserved.Specifications Included in this dotasheet are subject to ,Trunasolar �,. ,�.�.� ruwasolar O 8o% ; •_..• .. change without notice.Smart Energy Togetherrears s to s 20 zs S art Energy To ethereaMPr<� Q,Trinastandard__ ❑.,6idurtry;tandar-d f .. ..F. Single Phase Inverters for North America s O I a r 0 Wo SE3000-US/SE380OA-US/SE5000A-.US/SE6000A-US/ solar=c � SE760OA-US/SE1000OA US/SE11400A US 1, � , � �, �,'.. � •. - .. - .: - SE3000A-US SE380OA-US SE5000A-U5 SE6000A-US SE7600A-U5 SE10000A-US SE1140OA-US OUTPUT i Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA SolarEdge Single Phase Inverters .0000.E?40�. ........ ..... 5400 @ 208V- 10800.@ 208V - +_ - , -Max.AC Power,Output -- ' _ 3300 4150 ---5450-�240V•,;.- 6000 8350 10950,(a1.240V. -..-.12000 - VA For North America' ��1 ._. ........ .. ... ...... ..::..: AC Output Voltage Min:Nom Max.0) 183-208-229 Vac . - - - - SE3000A-US/SE38OOA-US/SE5OOOA-US/SE6OOOA-US/ ..... ' AC Output Voltage Min:Norm Max I I �- SE7600A-US/SE1O000A-US/SE114OOA-US C 211-240 264 Vat AC Frequency Min,:Nom:Max I I 59.3-60 60.5(with HI country setting 57 60;60.5)... 0 S) Hz Q 4 @ 208V 48 @ 208V 'Max.Continuous Output Current 12.5 16 - 2 '25 32- 47 5 A ........ .I..........: :..I. 21(a1 240y:.. :-....... .. 42 @ 240V... .. .. �,ur••-^^ GFDI Threshold _ - 1 ....... .... A Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes a iINPUT P. Maximum DC Power(STC) 4050 :5100 6750 8100 30250 13500 15350 W ... . ... ..... .... ... ......... .... .. - ......... .............................. ...................... ... .. Transformer-less,,Ungrounded........ ..... ... ...... • ...................... Yes .. .... .. ... .... _ . ... ......... .... .... .. -feats _ Max.Input Voltage..................... .._ r `500 ........ Vdc antiY ....... . =�c�NJBtt �,, Nom.DC Input Voltage 325 @ 208V/.350 @ 240V Vdc 16.5 @ 208V - 33 @ 208V , Max.Input Currentl'i - 9.5 13 18 23 34.5 Adc .. ........................................... .... ............ - --�-� Max.Input Short Circuit Current 45 - Adc ........................................... .............................................. ............ Polarity Protection _ Yes . ........ n .: Ground Fault Isolation Detection.,-, - ,• -.•„-- -.-••.•• 6001<a Sensitivity•• ••• ••.• - - ..... .. .. .........:.. ..... .... .... ..... ... ... ... - r. y Maximum Inverter Efficiency 97.7 '98 2 98.3 - 98.3 98 98 98 ••%•:1 1.CEC Weighted Efficiency....: ......... .....97.5..: .I......98 „..L 998�•240V.-) 97.5 97.5 97 @ 208V I......97.5...........�. .. 97S.a�.240V., N.I ghM me Pow er CoConsump tion <2- .5 <4 W - a ADDITIONAL FEATURES Supported Communication Interfaces- -•- - ...,...-. ,-•--•RS485,RS232,Ethernet,ZigBee(optional)-... .... .. ...... ..... ......... ..... ...... .. ...... ..... ...... .. ....... .... ............... .. . 1 •. `,, = Y Revenue Grade Data,ANSI.C12.1� - .. Optionall'I ................... ..... _ Rapid Shutdown-NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installedi4i, t STANDARD COMPLIANCE --' M—t- - Safety UL1741,UL3699B,UL1998,CSA 22.2 li ....... .. ................. ....... ....................................... .. ............... ........ ........ ......... ...f-. .... ...... ... .... ..... Grid Connection Standards.......... ......... IEEE 1547... ... ... .............. .........Emissions C part15 class B.... .-FC ... ....$ � I INSTALLATION SPECIFICATIONS size/AWG ran a 3/4"minimum/16 6 AWG 3/4,minimum/8-3 AWG •,-..,. .................................$.... ..:. .. ........... .... .. ..... .. DC input conduit size/#of strings/ 3/4 minimum/1 2 strings/ -- 3/4"minimum/1-2 strngs/16 6 AWG 1 AWG rang@........................�.... -1..;..AWG... ... ........... DimensionsSafety Sw - •-- 30.Sx 12.Sx10.5/:. - in/ - with itch 05x 125 x 7.2/775 x 315 x 184 775 x 315 x 260 - TT.... 3 Weight with SafetySwi[ch.- :. - 51.2,/23.2,,, - 547/:247 - 88 4/401, .-_.-•„ Ib/.kg.., .. . .. ... .... .. I..... . .. Natural convection Cooling Natural Convection �_ - and internal Fans(user replaceable) --fan(user .:.. rep laceablel.... The best choice for SolarEdge enabled systems ...• .Noise .....-.. .. ....:. .. ... ...... ..<25.. .... ...-.... ....:... <50 ... .d BA.... - Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance - Min:Max.Operating:Temperature° 18to+1ao/-zsto+so(-aoto+6oversionavailablehl)• F/'c Superior efficiency(98%) Range...... .... ................ .......... .... ......... .... ......... Protection Ratin NEMA 3R — Small,.lightweight and easy to install on provided bracket For other regional setdngs please contact SolarEdge support. pl A higher current source may be used;the inverter will limit its input current to the values stated. - - Built-in module-level monitoringI'I Revenue gradeinverter P/N:SE—A-USOOONNR2(for 7600W imert—SE7600A-US002NNR2). Rapid shutdown kit P/N:SE1000-RSD-51. — Internet Connection through Ethernet.or Wireless - ,o ° 151.40 version P/N:SExxxxit-USOOON NU4(for 760OW inverter:SE7600A-US002NNU4). - - Outdoor and indoor installationvN - Fixed voltage inverter,DC/AC conversion only — Pre-assembled Safety Switch for faster installation Optional—revenue grade data,ANSI C12.1 sLinsl>E USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL WWW,SOlaredge.US £ri