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Home My WebLink About0017 SKIPJACK LANE l7 Skp�� N%k ■ � �SolarCity : . . Date: July 13,2015 TO: Barnstable Building Department From: SolarCity Corporation j Cape Cod Warehouse- Phone: (508)640.5397 FAX: (866)552-9847. y RE: f17 Skpjack Lane, Hyannis Note: Attached are the revised plans for our proposed solar installation located.at 17 Skipjack Lane in Hyannis. . Since receiving the Building(No.,201502347) permits, we have redesigned the installed modules (the number'remains'the same),tie-in and inverter location and reduced the system kW.We would'greatly appreciate the revised plans be added as a modification to our.existing permit's: New Size: 33 modules @ 8.415 kw-DC. Please contact me directly with any questions/concerns. Cheryl Gruensterri Junior Permit Coordinator SolarCity Corporation Cape Cod Warehouse (508)640.5397 cgruenstern@solarcity.com SOLARCITY.COM AZ ROC 243771/RDC 245450/ROC277498,CA LIC0888104,CO EC8041,CT HIC OW2773/ELC 0125305,Or 4711014WECC402585,HI CT-29770,MA HIC 16857?,MA EL-1136MR.MD MHIC 128948. NJ NJ14IC413VH06160600/34EB01732700,OR CBI8049&C562/P87102,PA HICPA077343,TX TECL27006,WA SaARC-91901,SOLARC-905P.0 2014 SOLARCITY CORPORATION.ALL RIGHTS RESERVED. ? version#43.0 -SolarCity. it OF April 2, 2015 . H � NG Project/Job#026913 RE: CERTIFICATION LETTER0 I l y Project: Piscuskas Residence,- 17 a Hyannis, MA 02601 o�sS NAL.��G`�� 4/02/2015. To Whom It May Concern, r 0 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 - MP1: Roof DL= 13.5 psf, Roof LL/SL= 19.5 psf(Non-PV Areas), Roof LL/SL.= 12 psf(PV Areas) n s , 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, t Nick Gordon, P.E. Professional Engineer Digitally signed�byNick Gordon Main: 888.765.2489 Date:2015.04'02 14:17:52-07'00' email:.ngordon@solarcity.com ,y 3055Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ RCC 243771,CA CSLB 688104,CO EC 8041,CT HIC 0632778,DC HIC 71101480.DC HIS 71101488,HI CT•29770,;MA HIC 168572,Mb MHIC 128948.NJ'13VH06160600, OR cc 160498,PA077343,TXTDLR.27008 WA GCC:SOLARC'918OZ O 2013 S61seORy.,M dghts.reserved, - 04.02.2015 itVersion#43.0 E PV System Structural1 y Design Software PROJECT.INFORMATION &'TABLE OF CONTENTS Project Name. S Tiscuskas Residence . _=-d AHJ: Barnstable Job Number: 026913 Building Code: MA Res Code,8th Edition Customer_Name: , Pnscuskas,Barbara Based On .3 RC 2009/IBC 2.009 Address 17 SkipJack Ln ASCE Code: ASCE 7 05 City/State_: Hyannis,�MA _Risk Category_ Zip Code 02601 Upgrades Req'd? No _-Latitude/Longitude: 41_6ti9851 ,-70.314963 Stamp Req d? SC Office: Cape Cod PV Designer: Niko Cantrell .-.�.�.-..�.. .- Calculations: $ iT Elliot Laws 4 g FOR _,Nick Gordon„P.E. 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 1V o • D , D(I pla .,:- - -tts EOE SD&Farm - - 17 SkipJack Ln, Hyannis, MA 02601 Latitude:41.669851,Longitude: -70.314963,Exposure Category:C Gnu - a �- -� STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK MP1 Member Properties Summary MP1 Horizontal MemberSpans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" RoofSystemProperties San 1� e, ',"14:85 ft,f-S '` Actual D '' era`„1 '7.25 Number of Spans(w/o Overhan 1 San 2 Nominal Yes Roofing Material, 4 ,, .> Com 'Roof ` `S an 3 " .... .rAw. . 10.88 in., 2' n Re-Roof No San 4 S. 13.14 in.A3 Plywood Sheathing "Yes' San 5' I 47.63 in.^4 Board Sheathing None Total Span 15.67 ft TL Defl'n Limit 180 Vaulted Ceiling sYes ..:PV 1 Start,: . . 0.83 ft :,rn F.WoodSpecies- w •4SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 15.25 ft Wood Grade #2 Rafter Sloe � .330 4 ,, � ,: ;PV 2 Start c a 9 Fj � � �O `�r875;psi Rafter Spacing w 16"O.C. PV 2 End F„ 135 psi To Lat Bracing rc Full P °y �_ %PV 3 Start _' '� , � � '�` � 'E� '� '`� 1400000 psi Bot Lat Bracing Full PV 3 End Emi„ 510000 psi Member Loading mary Roof Pitch 8 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf x 1.19 16.1 psf 16.1 psf PV Dead Load PV-DL <•3.0'psf x 1s19: ,,, a M� � �t r � � 3'6 psf ,.., Roof Live Load RLL 20.0 psf x 0.80 16.0 psf Live/Snow Load t4 1L SL1,z ' "` 30.0 psf' `' "x 0.65 11 x OA'° 19S psf" n '12:0- sf' , Total Load(Governing LC I TL 1 1 35.6 psf 1, 31.7 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)pg; Ce=Ct=Is=1'.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1 1.00 1 1.2 1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location CapacitV DCR Shear Stress 39 psi 0.8 ft. 155 psi 0.25 Bending(+ Stress, t -11053 si V 0 '"'"8.3 ft. '41389'psi °' 0.76 Bending (- Stress -21 psi 0.8 ft. -1389 psi 0.01 Total Load Deflection a Ty" '' m 0.97 in.' ,218' - 8.3 ft: ' " 1.18 in. 180 -0.83. --(Governs k. Total Load Deflection 0.97 in. 218 8.3 ft 1.18 in. 180 0.83 Pass LOAD ITEMIZATION - MP1 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembl .,Wei ht s �_ ,� _ ... psf PV System Weight 3.0 sf Roof Dead Load Material Load Roof Category Description MP1 Existin Roofin Material ---g g s., .. :> -� of k � � � �„ �, Comp Roof F._ , (2 Layers.) 5.0 psf Re-Roof No Underla- t < ", R. & ¢•. # Roofing Paper a . _,,,_0.51psf Plywood Sheathing Yes 1.5 psf e Board Sheathing .. .;. �r � � , � . .i L- FE None Rafter Size and Spacing 2 x 8 @ 16 in. O.C. 2.3 psf l � :m. Vaulte_d Ceiling , ,, ., Yes;o , -- -3_.0 psf - -- 4 - Miscellaneous Miscellaneous Items 1.2 psf Total Roof Dead Load 13.5 psf MP1 13.5 psf. Reduced Roof ILL Non-PV Areas Value ASCE 7-05 Roof Live Load L. 20.0 psf Table 4-1 MemberTributary Area f 200 s r Roof Slope 8/12 Tributaryy.Area3Reduction> .. Rl w .r 1 __Section 4.9 Sloped Roof Reduction Rz 0.8 Section 4.9 Reduced Roof Live Load . ., �. .. w. Lr . .x ;, ..: .,SLR.- �o(Rj) (Rz)= :x E u Reduced Roof Live Load Lr 16 psf MP1 16.0 psf Reduced Ground/Roof Live Snow Loads Code Ground Snow Load p9 30.0 psf ASCE Table 7-1 SnowALoadReductions Allowed?-..� Yes — � Effective Roof Slope 330 I Horiz Di Ridg stance:from Eve to es W ,,.,= a--•18,5 ft �' "�""�x I Snow Importance Factor IS 1.0 Table 1.5-2 . 4& a' Partial Expo Snow,Exposure Factor - Table 7 2e Snow Thermal Factor Ct All structures except as indicated otherwise Table 7-3 Minimum Flat Roof Snow:Loadi(w% Pf-mid : . ,, .> .-21.0 psf• ; 7.3.4&7.10,j• Rain on-Sriow,surchargq)_ Flat Roof Snow Load pf pf= 0.7(Ce)(Ct) (I) pg; pf>_ pf-min Eq:7.3-1 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roo 0.9 Surface Condition of Surrounding Roof CS_roof All Other Surfaces Figure 7-2 Design Roof Snow Load Over Ps-roof= (Cs-roof)Pf ASCE Eq: 7.4-1 SurroundingRoof PS-roof 19.5 Psf 65% ASCE Design Slo ed Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_PV Unobstructed Slippery Surfaces Figure•7-2 0.6 Design Snow Load Over PV PS-PV_ (CS-PV)Pf ASCE Eq: 7.4-1 Modules PS-P" 12.0 psf 40% r L [CALCULATION_OF DESIGN_WIND LOADS`- MP1 �, Mounting Plane Information Roofing Material Comp Roof _ PV System:Type m SolarCity SleekMount"" . : y ti Spanning Vents No Standoff Attachment Hardware Comp unt Tvne C Roof Slope 330 Rafter Spacing _ 7 77 •7 �, `�16"O.0 � ; . Framing Type Direction Y-Y Rafters Purlin Spaci �X-XPurlins Oly w Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA , : t Standin Seam/Trap Seam/Trap Spacing �SM Seam On NA Wind Design Criteria Wind Design Code ASCE 7-05 _Wind D iesgn`Method —_ �, Partially/Fully Enclosed Basic Wind Speed V 110 mph Fig. 6-1 . - §e Exposure.Category �, �,� � 7 t,- .7, ... ,g �, .,• C v :r �-Se_coti on 6 5.6T3M Roof Style Gable Roof. fig.6-11s/C%D-14A/B ' Mean Roof Height o.I, ,r. Ah � :t ,a -, a 25 ft TA 4Section'6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 b::- - r. yam'* "- •y ,. Topographic Factor. = Krt 1.00 - Section_6.5.7 Wind Directionality Factor ICd 0.85 Table 6-4 T_.__..__a �____. Importance Factor .-. ;, ,I .�. ,. .c �i 1.0 :.Table 6_V, Velocity Pressure qh• qh = 0.00256(Kz)(Kzt)(Kd)(VA 2)(I)• Equation 6-15 •24.9 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B Ext..Pressure Coefficient Down :_,: a GC W , .4. i*, LA 1-� Fig.16-11B/C/D-14A/B Design Wind Pressure p p= qh(GC ) Equation 6-22 Wind Pressure U „ -23.6 psf Wind Pressure Down 21.8 pslf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" �.—- Max Allowable,Cantilever ' '_Landscape 24, NA�-c Standoff Configuration Landscape Staggered Max Standoff Tributary Area , , __ Trib` . .; _§. 18 sf;ram ', #� U _ T PV Assembly Dead Load. W-PV. 3.0 psf NetdplfS -38Ibsa dof _" � caua Uplift Capacity of Standoff T-allow 500 Ibs -77 Standoff Demand/Capacity ; ° Dim r + 77.4% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" MaAlloweble Cantilever ' '�''� "Portrait �' 17" NA.x' Standoff Configuration Portrait Staggered ` M_ax Standoff Tributary Area_ t Trib '' f,• . ,22 sf v _ • . _,. PV Assembly�Dead Load .W-PV 3.0_psf, Net_Wind Uplift at Standoff Tactual Uplift Capacity of Standoff T-allow 500 Ibs 7 °�DCR 7 v 96.8% Standoff-Demand/Capacity �' �•� - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 09r o03 Application # (Do) S Health Division Date Issued 5-'q Conservation Division Application Fee Planning Dept. Permit Fee T�> Ff Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 17 Slob i ACIG Zane- A t jgmm/S N!A Oad 0/ Village /YvAi./N/S Owner a/or&ram. P1Je&5.64s Address /7 S�Aak lame MiA iais MA0v,6of Telephone So,?•77.5=4/*7 Permit Request sal.Q.� c��e�i-iG ,�•o�sels ow roo,�'o�'exis ��ao`iousee�iy �uq � 4ss�te/�ta��.. PE./N le.rl •v 76- /.iXir,w»»LGAeq/w,.b e,14Z2 4 Square feet: 1 st floor: existing - proposed - 2nd floor: existing -- proposed — Total new -- Zoning District Flood Plain - Groundwater Overlay Project Valuation _A,9,004.OD Construction Type 21Ver Lot Size Grandfathered: ❑'fP.,a 94b-No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes >�No On Old King's Highway: ❑Yes No Basement Type: ❑ Full ❑ n aby4 -0 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: -®-GaV4,9.Oil ❑ Electric ❑ Other Central Air: t ff- esA//b No Fireplaces: Existing- t/�Cevr Existing w6ad%coal stow: A `�etached garage: ❑ exisbngl/ :-nTW size_Pool: ❑ exi&#FW.,4 row size _ Barn 0iloxmt Y 009U-TTe\� size_ Attached garage: ❑ exisVbW❑mew size _Shed: ❑ exis LT-new size _ Other:"� Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Co Commercial ❑Yes .19'No If yes, site plan review # r ' Current Use .s. 410- -am,IV Proposed Use Ave APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name - Sal. �' y fro Telephone Number Address AZ G;wile�XerAl License #�'S "14 gt7zeo Home Improvement Contractor# '14114P;E � Email .y. e,4.4e.4 cp Worker's Compensation #&A#7&D_A66.�6�D�Z � i ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO .feloe C�r4. v�`ee ..y S. .a��r�iS SIGNATURE DATE .??--/� i,.z. FOR"OFFICIAL USE ONLY APPLICATION# .r DATE ISSUED r: ' MAP/PARCEL N0. ADDRESS VILLAGE OWNER' ' DATE OF INSPECTION: t `FOUNDATION ,FRAME INSULATION - FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL .* FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. DocuSign Envelope ID:DOB67D7E-1319-4774-BFE6-2F771 BC8B8D6 AD,; SOIarGty Power Purchase'Agreement Amendment 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 9,381 kWh and we estimate that your average first year monthly payments will be$97.72. Over the next 20 years we estimate that your System will produce 178,970 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. Your Details Exactly as it appears,on your utility bill r Customer.Name&Address Customer Name.. Service Address Barbara Piscuskas 17 SkipJack Ln 17 SkipJack Ln Hyannis;MA 02601 Hyannis,MA 02601 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. DO Signed by:'• uorr er�sa alp� l3rab ra Piscuskas SolarCity 4/15/2015 SOLARCITY APPROVED fifi3F4F197R91d90. - - - Signature: Signature Date I_YNDON RIVE,CEO - Customer's Name: (PPA)Power Purchase Agreement uco �� Date: 4/10/2015 Signature Date ' III 3055 CLEARv1EW WAY SAN MATEO., CA 94402 888.SOL.CITY 888.765.24$9 SOLARCITY:COM, MA H IC.168572/EL-1136MR �■ ';j❑■ 684924 , I , I S Co as Owner of the.subject property hereby authorize SolarCity Corp-HIC168572/ MA Lic 1136 MR to act on my t a behalf, in all matters relative to work authorized by this building permit application and signed contract. M4At jl Signature of Owner: Dat . �4 5t f1��rkin t3riar.guikling 2 Unit Al Mmlborollah,MA O1752 T(98$)S0L-CITY i S5f?..�1 + } .•.i4 „Ertl Rciv.ca� At A0C2a3771.GQLGEaNM,WCC IxI.CtMIC0632778.PCNIC 7110111k.DCM. i11011rtr,.k kft ,,o. MA NzG168£72:MP UIIU;12E948 H113YM061G06gp,.eryWG246t4Nt1�OP CCY 1tdi76:M477L1;IITC1F 2.aR,N'A;�Lidif:'➢I!n';! yam. ifr�j/� ��y��/� / �/y��j �/y� •� E��{p��. .� - �- .,a-...�•a. lf./V//W �V//L/Iff��R��1��'WK+7(/' .-.., J�VL�h!W�'��`%��/''f/G!'N�%i/W Office of Consumer Affai and B siness Regulation �y I0 Park Plaza - Suite 51.70 Boston, Massachusetts 021 1 6. Home Improvement:Contractor Registration -. Registrafion: 168572• 4 ' Type: Supplernent'Card ' Expiration 3/8/2017 SOLAR CITY,CORPORATION CRAIG ELLS 3055 CLEARVIEW WAY SAN MATEO, CA 94407 ,. a ,-- ---- - Update Address and return card..Mark reason for change. Address. Renewal , Employment Lost Lard 108-CA; CoiorA-N{0a•{IQr2in Om ce orConsumerAfairs&Rosiness Regulation License or registration valid-for-individul use only �I�� before the expiration date. If found return tom -,,HOME IMPROVEMENT CONTRACTOR Office of Con§umer Affairs and Business Regulation Registration: 168572 Type_ 14 Park Plaza=Suite 5170 e Expiration: I 1 Su lament Card� p 3t8 20 7 PP Boston,MA 02116 SOLAR CITY'CORPORATION . . w - CRAIG ELLS 24 ST MARTIN STREET BLO 211N1E7 --— t •' +. .w IT+IAf2LBOROUGH,MA 01752 Undersecretary hot vati without'signature' • �� .�A.►eRArliusrttts �u;rsurl++er�t ctt's,'1t�c` a+r�tsl;, . . lti?drtl.ryf 0t�ll�trr�� i�a�j4,i.�trr�ies ,at.t! S ,r�tu;litls , _ t++n*;ar ri,tt•-r►'�ar�a"tx cl�i _ ,, - •r,;e, .. rot}tt6e CS'-107663 CRAIG ELLS 4 w¢ r 266 BAKER STREET' 4xt ` .Keene NH 03431 hrr;} va+Brix' 0812912017 `.�./ ��:r ��. Q//G'/�✓l!'/'VG�f'Gil�f,/L'/(�J �'��\.��'G/�A/!J'�I��/(�(sI.'a/ ��r ' r Office of Consumer Affairs nd Busine' ss Re ulatlon 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 .°. Type: Supplement Card M� Expiration:. 3/8/2017 SOLAR CITY CORPORATION NILA MILLER 3055 CLEARVIEW WAY J --- SAN MATEO, CA 94402 } Update Address and return card.Mark reason for change. sCA 1 0 20M-05111 E] Address ❑ Renewal ❑ Employment E Lost Card -office of Consumer Affairs&Business Regulation License or registration valid for individul use only h'I OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation Registration: 168572 Type. 10 Park Plaza-Suite 5170 Expiration: 3/8/2017 Supplement::and Boston;MA 02116 SOLAR CITY CORPORATION NILA MILLER 24 ST MARTIN STREET BLD 2UNI KIIA&LBOROUGH,MA 01752 Undersecretary Not valid without signature a 8 The Commonwealth ofMassachusetts Department of Industrial Accidents I Congress Stree4 Suite 100 Boston,MA 02114-201 T www mass gov/dia Al urkers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers: ". TO BE FILED WITH THE PERMITTING AUTHORM. Apulicant Information Please Print l.e®blv. Name(Business/Organization/Individual} SolarCity Corporation Address 3055 Clearview Way City/State/Zip: San Mateo, CA 94402 Phone#: 888-765-2489 Are you an employer?Check the appropriate boxi w' "Type of project(required); I.D 1 am a employer with 9000 .employees(full and/or pait-lime).° 7. a New constru I t1 i 2.❑I am a sole proprietor or partnership and have no employees wonting forme in $. Remodeling any capacity.[No workers'comp.insurance required.] 3.01 am a homeowner doingall work myself No workers'co 9• ❑Demolition Y [ mp:insurance requircd.l r 4.[]l am a homeowner and will be hiring contractors to conduct all wort•,on my property. Twill 10 Building addition . , ensure that all contractors either have workers'compensation insurance or are sole , 1 1.[]Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.❑I am a general contactor and I have hired the sub-contractors listed on the attached sheet. These sub-contactors have employees and have workers'comp.insurance.t 13.aR6of repairs 6.a We are a corporation and its off ce s have exercised their right of exemption per MGL c -14 ©Other�.solar panels_ 152,§l(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 indicatine such. tContractors that check this box must attached an additional sheet showing die name of the sub-contractors and state whether or not those entities have employees. if the sub-contactors have employees,'they must provide their,workers'comp.policy number. 1 am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: ,Liberty Mutual Insurance Company Policv#nr Self-ins:I.ic.# WA766DO66265024 Expiration Date:. 9/01/2015 t, .lob Site.Address: 17 Skiplack Lane• _ `it;tState!Zp_Hyannis,MA �. Attach a copy of the workers'compensation policy 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 tiie form ofa STOP.WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may b6-forwarded to the Office of Investigations of the D1.A for insurance. ; coverage verification. do hereby certify under the name and nenalaes of perjury that the information provided above is true and correct Signature: ' C G Date: 4 27 2015 ' Phone#:- 781-816-7489 Officiril use only. Do not write in this area;Jibe completed by city or town official City be Towne Perinit/License# Issuing.Authority(circle one):' ` 1. Board of Health 2.Building Departitient,.3.City/Town .Clerk A.Electrical Inspector.5:Plumbing Inspector' 6.Other - - Contact Person: Phone#: AeCO CERTIFICATE OF LIABILITY INSURANCE °080/20;�°N'""' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate.holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed.•If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endomement(s). PRODUCER CONTACT NONE: MARSH RISK&INSURANCE SERVICES 345 CALIFORNIA STREET,SUITE 1300 PHONE FAX No): CALIFORNIA LICENSE NO.0437153 ADDRESS:SAN FRANCISCO,CA 94104 INSURER(S)AFFORDING COVERAGE NAIC# 998301-STND-GAWUE-%15 INSURER A,Liberty Mutual Fire Insurance Company 16586 INSURED Ph(650)963-5100 INSURER B:Uberly Insurance COrporaWn 42404 SolarCity Corporation INSURER C:N/A NIA 3055 Cleamew Way INSURER D San Mateo,CA 94402 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: SEA-002440269-02 REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL UB POLICY NUMBER D MMfDD EFF MWUCY EXP LT LIMITS LTR A GENERAL LIABILITY TB2-661-066265-014 09/01/2014 09/01/2015 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RERTED-- X COMMERCIAL GENERAL LIABILITY PREMISES F�o=irrence $ 100,000 - CLAIMS-MADE a OCCUR MED EXP(Any one person) $ 16,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 x PRO POLICY x LOC Deductible $ 25,E A AUTOMOBILE LIABILITY AS2-661-066265-044 09/0112014 09/0112015 COMBINED tSINGLE LIMIT 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ X HIREDAUTOS x AUTOS araocident X Phys.Damage COMP/COLL DED: $ $1,000 1$1,000 UMBRELLA n LIAR HOCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION WA7-06D•066265-024 09/01r2014 09/0112015 X I WC STATU- OTH- AND EMPLOYERS'LIABILITYTORYLIMITS ER B ANY PROPRIETORIPARTNERIEXECUTIVE YIN N WC7-661-066265-034(WI) 09/01/2014 09/0112015 EL EACH ACCIDENT $ 1,000,000B OFFICERIMEMBER EXCLUDED? N NIA 'WC DEDUCTIBLE:$3W,000 1,000,000 (Mandatory In NH) EL DISEASE-EA EMPLOYE $ if yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is nequlmd) Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SolarCity Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3056 Clearview Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services Charles MannoMo l--=� 019881-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks Of ACORD ' Version#43.0 QDa,SolarCIty. g IiA OF April 2, 2015 k NG Project/Job# 026913 RE: CERTIFICATION LETTER IV1L Project: Piscuskas Residence 9 1 17 SkipJack Ln Doss Hyannis, MA 02601 _• NAL 04/02/2015 . 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 a. -Ground Snow Load = 30 psf - MP1: Roof DL = 13.5 psf, Roof LL/SL= 19.5 psf(Non-PV Areas), RoofLL/SL =,12 psf(PV Areas) ° 1 k 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 r 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.Y Sincerely, - Nick Gordon, P.E. r Professional Engineer DigitallyGordon, w ' signed;by-Nick IHdin: 888.765.2489 Date: 2015.04.02-14:17:52-07'00' email: ngordon@solarcity,com ` ,.. 3055 Clearview Way San Mateo,CA 94`402 T'(650)638-1028 (888)SOL-CITY.;(650)638-1029 solarcity.corn, i AZ ROC 243771,CA CSW 868104,CO EC 8041,OT 1.110 063,2778,DC HIC 71101488,DO HIS 71101488,HI CT 29770,MA H!C 18572•MD.MHIC 128040,NJ 13vH0618P800, - ' 08,CCB 180498,.PA-O'77343,TX TDLA 27006,WA tlCL:SOLARC•01907 4!P;3$o1arClty-.All rly1816 rasarvpd, , 04.02.2015 y ty. PV System Structural Version#43.0 Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Piscuskas Residence =- AHJ _ ,. Barnstable„ Job Number: 026913 Building Code MA Res. Code, 8th Edition Customer Name., PisciskasRBarbara � � Based On L, IRC 2009 J IBC 2009 Address: 17 SkipJack Ln ASCE Code: ASCE 7-05 City/State: _ -- Hyannis, MA,'t"" Risk Category_ Zip Code 02601 Upgrades Req'd? No Latitude,/ Longitude: 41.660851_-_- 70.314963 __Stamp Req'd? '" Yes SC Office: Cape Cod PV Designer: Niko Cantrell Calculations: 1 7 Elliot taw ' EOR: Nick Gordon P.E. 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 41 A • CD CO le RL w o 17 Skip7ack Ln, Hyannis, MA 02601 Latitude:41.669,851, Longitude: -70.314963, Exposure Category: C STRUCTURE ANALYSIS - LOADING SUMMARY'AND{MEMBER CHECK- Wi Member Properties Summary MPl Horizontal Member Spans Rafter Pro erties, Overhang 0.82 ft Actual W 1.501, Roof System Properties S 661�t" `` ' 14.85 ft"' Actual D r 7.25.. w Number of Spans w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof, . :. . San 3,.Y =. . .. P�,, � 1 a P. 4•A-I ,•10.88'iW 2' Re-Roof No San 4 S. 13.14 in.A3 PI ood Sheathing ; •; Yes -# San 5 = m •` '' I° 147.63°in:A4` 3 S f3 Board Sheathing None Total Span 15.67 ft TL Defl'n Limit • 180 Vaulted Ceiling - 'k -Yes' PV 1=Start 0:83 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 15.25 ft Wood Grade #2 Rafter Sloe _ _ - -330 f .PV,2 Start4, v,,F6 : r 875 psi p ;, Rafter Spacing 16"O.C. PV 2 End F„ 135 psi To Lat Bracing £Full. ,n PV-3 Start ` ~E ''9' "1400000 si Bot Lat Bracing Full PV 3 End E,„i„ 510000 psi Member Loading Summary Roof Pitch 8 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf x 1.19 16.1 psf 16.1 psf PV Dead Load. PV=DL 3:0"sf u `x 1;19' 3.6 psf. _ Roof Live Load RLL 20.0 psf x 0.80 16.0 psf Live/Snow Load` LL SL1 Z g >, , . 30.0 psf r x 0.65 1 x 0 4,., 19.5 psf z ,u 12.0 psf Total Load(Governing LC TL 35.6 psf 31.7 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)pg; Ce=Ct=IS=1.0 Member Design Summa (per NDS) Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1 1.00 1 1.2 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Shear Stress 39 psi 0.8 ft. 155 psi 0.25 Bending + Stress 11053" si -8.3 ft.,®- .1 1389 si i . .12.0.76 o Bending - Stress -21 psi 0.8 ft. -1389 psi 0.01 Total Load Deflection _ r , .% 0.97 in. I-:,-L 218 -> 18.3 ft.,# 1:•18`in. �L/180 °y ' 0:83 Governs ' Total Load Deflection 0.97 in. 1, U218 1 8.3 ft 1.18 in. 180 0.83 Pass ` a .. 4 ' r LOAD ITEMIZATION - MP1 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight(psf) . 3 " " °'' t '" "' 0.5 psf- PV S stem Weight s 3.0 psf Roof Dead.Load Material Load Roof Category Description. MP1 Existing_Roof__ Material Com `Roof sz 2_Layers 5.0 psf Re-Roof No Underlayment s ° Roofing Pap!r 0.5 sf ' _ 'p Plywood Sheathing Yes 1.5 psf Board Sheathing - _ w Fl None = Rafter Size and Spacing 2 x 8 @ 16 in. O.C. 2.3psf Vaulted...Ceiling ., _..... Yes' w - _ _ 3.0 psf_ Miscellaneous Miscellaneous Items 1.2 sf Total Roof Dead Load 13.5 psf MPi 13.5 sf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load L. 20.0 psf Table 4-1 Memb_er'Tributary'Area ry At w < 200.sf Roof Slope — 8/12 - Tributary Area Reduction Rl _ 7 1 � " r - Section 4.9 Sloped Roof Reduction RZ 0.8 _ Section 4.9 . Reduced Roof Live Load ,, ° ., .. .. Lr3.. , >_ _, 4i I Equation 4-2 Reduced Roof Live Load Lr 16 psf(MPi) 16.0 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 30.0 psf ASCE Table 7-1 Snow Load Reductions,Allowed? Effective Roof Slope 330 Ho----Distance,from,Eveao Ridge � _��' W�` __ 18 5 ft � Snow Importance Factor IS 1.0 Table 1.5-2 u,. „.. r. ,. w. Partially Exposed , Table 7-2 : Snow Exposure Factor All structures except as indicated otherwise Snow Thermal Factor Ct 1.0 Table 7-3 Minimum Flat Roof Snow Load (w/ ry� min ., . Pf Rain;on Snow Surcharge) ' a '21 0 psf 7 3 4&'7 10 Flat Roof Snow Load pf pf= 0.7 (Ce) (Ct) (I) pg; pf >_ pf-min Eq: 7.3-1 21.0 psf 70% ASCE Design Sloped Roof.Snow Load Over Surrounding Roof Surface Condition of Surrounding Roof Cs_roof All Other Surfaces Figure 7-2 0.9 Design Roof Snow Load Over Ps-roof= (Cs-roof)Pf ASCE Eq: 7.4-1 Surrounding Roof PS-ro°f 19.5 Psf 65% ASCE Design Sloped Roof Snow load Over PV Modules Surface Condition of PV Modules CS_P Unobstructed Slippery Surfaces 0.6 Figure 7-2 Design Snow Load Over PV ps_ "= (CS-PV)pf ASCE Eq: 7.4-1 Modules ps P" 12.0 psf 40% CALCULATIOWOF-DESIGN-WIND LOADS=NIP Mounting Plane Information Roofing Material Comp Roof PVSystem Type SolarGty_SleekMountT" : .; ,> Spanning Vents No Standoff Attachment Hardware Como Mount}Tvoe C ;: Roof Slope 330 Rafter Spacing _ ..,. __. _,_-t<" "O.C. • " Framing Type Direction Y-Y Rafters. Purlin Spacing X-X Purlin_s Only__'-- � az _ NA.. w �- — Tile Reveal Tile Roofs Only NA Tile_Attachment System ' Tile Roofs Only _ __ ,NA A,_,x, Ar }._ Standin Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method' Partially/Fully Enclosed Method Basic Wind Speed V 110 moh Fig. 6-11 ExposureCategory - C . _ e lion 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 25 ft.. _ Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor 7 K - '' 1A0 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 ��._.. Importance Factor I ty 1:0 Taable.6.11 Velocity Pressure qh qh = O^00256(Kz)(Kzt)(Kd)(VA 2)(I) Equation 6-15. 24.9 psf Wind Pressure Ext. Pressure Coefficient U G u -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down T G 6ov��,nj 0.87 n Fig.6-'11B/C/D-14A/B Design Wind Pressure p. p = qh (GC ) Equation 6-22 Wind Pressure U -23.6 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscaped 24 NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area `Tribe s ,3 "~_ 18 sf'F ' .. PV Assembly_Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual ,. .r -387-1bs° Fp° 11 U_plift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity �oDCR;�"�4 k .r. 4,.v 77.4%% .,77. 1, X-Direction .Y-Direction Max Allowable Standoff Spacing: Portrait 48" 66"- Max Allowable Cantilever v_, Portrait-: .r ;, 17�,' - r Standoff Configuration Portrait Staggered Max StandoffTributa_ry Area 22 sf� .. . PV Assembly Dead Load W PV 3.0 psf Net Wind plift at Standoff ' T actual "-484 Ibs Ada® Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci r `DCR. . 96.8% Vy A, ... . ...x ,j Version#43.1 ..5plarCity. +4NORQV D. rc� April 14, 2015 WHITE` rr STfifl�:�9.RAL , Project/Job# 0232540 N ,4Tit0. RE: CERTIFICATION LETTERST Project: Mcardle Residence 198 Rockland St North Easton, MA 02356 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 = 100 mph, Exposure Category.C -Ground Snow Load = 35 psf - MP1: Roof DL= 11 psf, Roof LL/SL= 20.65 psf(Non-PV Areas),Roof LL/SL= 11.2 psf(PV Areas) - MP2: Roof DL = 11 psf, Roof LL/SL = 20.65 psf(Non-PV Areas), Roof LL/SL = 11.2 psf(PV Areas) } Note: Per IBC 1613.1; Seismic check is not required because Ss 0.25069 < 0.49 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 r 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.,X Sincerely, Digitally signed'by Andrew Andrew White, P.E. White f Professional Engineer Date:2015.04.1410:48:44-04'00' Main: 888.765.2489,x2377 Y=y email: awhite@solarcity.com 'Y 1 _ .3055 Clearview Way SanWateo;aCA`94402 r 650)638-1028 888 SOL-CITY_F(650)638-1029 solarcit .com ' AZ RD02A3771,CA CSl6 886104,06668041,07 H10 0=778,DC HIC 7110i488,OC HI$M01488,Hl•Ci 770,MA HIG ig8872,MD K4H[C 128040,NJ 13VH08160800, OR O08 180498;PA 0 7,343,TX TDLR 2'7006,WA GCL:SD1AR6'419W.Q1`ZC1i3 S016(dtv:'Ail rights relarvsd. _ l 04.02.2015 r SolarCity PV System Structural Version #43.0 Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name:' Piscuskas Residence AHJ: Barnstable Job Number: 026913 Building Code: MA Res. Code, 8th Edition Customer Name:! Piscuskas, Barbara Based On: IRC 2009/ IBC 2009 Address:! 17 SkipJack Ln ASCE Code: ASCE 7-05 City/State: Hyannis, MA Risk Category: II Zip Code 02601 Upgrades Req'd? No Latitude/ Longitude: 41.669851 -70.314963 Stamp Req'd? Yes SC Office: Cape Cod PV Designer: Niko Cantrell Calculations: Elliot Law EOR: Nick Gordon, P.E. 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 • • i _,. • • 0 • • CO • • MassGIS, Commonwealth-pf - • • USDA Farm Service Agenc 17 SkipJack Ln, Hyannis, MA 02601 Latitude: 41.669851, Longitude: -70.314963, Exposure Category: C STRUCTURE ANALYSIS- LOADING SUMMARY AND'MEMBER CHECK- MPi Member Properties Summary MP1 Horizontal Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties Span i° ` " 12.25 ft " Actual D 5.50" Number of Spans(W/o Overhang) 1 Span 2 Nominal Yes Roofing Material µ_ Comp Roof., o 4LSpan 3t41t ,V' 'A' 8 25 in^2'' Re-Roof No .Span 4, S. 7.56 in.A3 Plywood Sheathing Yes,. �'S an 5�,,. Ix Av-'_ ' � 20.80 in^4 Board Sheathing None Total Span 13.41 ft TL Defl'n Limit 120 Vaulted Ceiling No PV,1 Start ,. w. 1.58 ft:: „°, Wood Species • SPF, x,. Ceiling Finish 1/2"Gypsum Board PV 1 End 11.00 ft Wood Grade #2 Rafter Slope.. - 450 PV 2 Start F r 875 psi Rafter Spacing 16"O.C. PV 2 End Fv 135 psi Topat Bracin - Fully }'¢ 9 'PV 3 Start ..,o s,. y z E r =1400000 psi Bot Lat Bracing At Supports PV 3 End Em;n 510000 psi Member Loading Summary Roof Pitch 12 12 Initial ° Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.41 15.6 psf 15.6 psf PV,Dead Load _, • PV-DL . v 3.0 psf :% :� P x 1.41= t' ='4.2�psf Roof Live Load RLL 20.0 psf x 0.60 12.0 psf Live/Snow,Load- LL/SL.i2? 35.0 psf 1,4 1,ix 059 1 x 0.32 Yp. 20Jpsf 11.2 psf Total Load(Governing LC TL 36.2 psf 31.0 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)py; Ce=Ct=IS=1.0 y Member.Design Summary(per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1 0.43 1.3 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Shear Stress 45 psi 1.2 ft. 155 psi 0.29 Bending + Stress 3 1197 psi 47 7.5 ft.- °¢ 1504-psi 7 '0.80 Bending - Stress -103 psi 1.2 ft. -643 psi 0.16 Total Load Deflection ' = 1:39 in.r 150 "`'73 ft. 1.73 in: 120 "' 0.80 "' `` ®, Governs Total Load Deflection 1.39 in. 150 7.3 ft 1.73 in. 120 0.80 Pass 4 CALCULATION OF-DESIGN WIND COADS=MP1 Mounting Plane'Information Roofing Material Comp Roof PV S tern Type L " ' 1 7` 1 SOIardy—seekMountT — g= - Spanning Vents No Standoff Attachment Hardware ., r, :. Como Mount na:) C, Roof Slope 450 Rafter Spacing 16"O.C: Framing Type Direction Y-Y Rafters Purin,Spacing X-X Purlins_O_nly I ,� _., NA Tile Reveal Nile Roofs Only NA Tile Attachment S stems " " _ jlp Roofs Only ex NA ,Standing Seam/Trap Seam/Trap Spacing SM Seam Only-I NA Wind Design Criteria + Wind Design Code ASCE 7-05 Wind Desi n Method m Partial) Full Enclosed Method` h Basic Wind Speed V 100 mnh Fig. 6-1 Exposure Category = t_ >, `7 _ ;-_ - C v, . Section 6.5.,6.3 ---- Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean RoofaHei ht q ,-P: _ }; h - - -. I w .. 4 425 ft . Section 6.2- Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor° *Krt _ ,. ,.,.�1 00 7 A" Section 6.5:7 Wind Directionality Factor • Kd 0.85 Table 6-4 °' Table 6e 1,;, -� Im ortance Factor`vK � � ti� �: q..I�, 7 ;__ �< � �, .� �� -��. 1.0.,E � �� :. Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 20.6 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down G o°wo "'0.88 'k ° Fig.6416/C/D-14A/B Design Wind Pressure p p = qh (GC,) Equation 6-22 Wind Pressure U -19.6 psf Wind Pressure Down 18.0 Psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing- Landscape 64" 39" Max Allowable Cantilever k T'Landscape« -- -_ ? Standoff Configuration �Landscape� Staggered Max Standoff_Tributary Area_ _3L,, T " Trib R - PV Assembly Dead Load W-PV 3.0 psf Net W_mdyUplift_at_Stando_ff - - T-actual -317 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff.Demand Ca aci DCR ` 63. 0/0 ` 7 7, 7 ,. _. X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantileyer= _ Portrait _ :. 20 NA Standoff Configuration Portrait Staggered Max Standoff Tributary.Area '- �_ Trib' s 22 sf 1= PV Assembly Dead Load W PV 3.0 psf Net Wind Uplift of Standoff " _ .T actual 1 = -396 Ib_s_._ Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci , x DCR .79.2% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Pro erties Overhang 1.16 ft Actual W 1.50" Roof System Properties . Span 1� . �Y ,12.25 ft =k. A Actual D or 5.50" Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof. San 3. x A -8.25 in.^2: ^ Re-Roof No San 4 S. 7.56 in.^3 PI wood SheathingP` - �. . `Yes'�� Span 5� •�� t:u ��, � �, .M. �. T,._,x r�, 2 0.80 .. Board Sheathing None Total Span 13.41 ft TL DefTn Limit 120 Vaulted Ceiling No 4, PV.1 Start 4 k o.1.83;ft no,;4 ..Wood Species a �SPFY Ceiling Finish 1/2"Gypsum Board PV 1 End 8.90 ft Wood Grade #2 Rafter Sloe 450 PV 2 Start "' _, Fb 875 psi. ` Rafter Spacing 16"O.C. PV 2 End F. 135 psi Topat Bracing Full PV 3 Start _�� = E "1400000' "psi Bot Lat Bracing At Supports PV 3 End Emig f 510000 psi , Member Loading mary Roof Pitch 12 12 Initial Pitch Adjust Non-PV Areas PV Areas. Roof Dead Load DL 11.0 psf x 1.41 15.6 psf 15.6 psf PV Dead Load VPV-DL 3.0 psf' ' x 1.41 4.2 "psf Roof.Live Load RLL 20.0 psf x 0.60 12.0 psf Live/Snow.Load t - LL/SL112 _ '. .I.35.0'psfl, .v t.x 0.59�%J x 0:32 ° w, 20.7Jpsf` 11:2 psf ` Total Load(Governing LC TL 1 36.2 Psf 31.0 Psf Notes: 1, ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(IS)p9; Ce=Ct=Is=1.0 Member Design Summa (per NDS) Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 0.43 1.3 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Shear Stress 45 psi 1.2 ft. 155 psi 0.29 Bending + Stress .. 1239 psi `1504 _si -0.82 r° ,¢t= 4- . - g. Bending - Stress -103 psi 1.2 ft. -643 psi 0.16 Total Load Deflection 1.44,in.,61 Lj144 c' .7.4 ft.v, z s.1.73 in:: ,-, 120,i - 0.83 Am -alGoverns fi =! Total Load Deflection 1.44 in.' 144 7.4 ft 1.73 in. I L 120 .0.83 Pass [CALCULATION OF'DESIGN-WIND=LOADS'=-MP2 Mounting Plane Information Roofing Material Comp Roof P,V 5y-stem Types �a - SOIarCity SleekMount'"" " Spanning Vents No Standoff Attachm ar ent Hardwe �' '" `� ;, ' ' �' '�• '� `� y` Comp Mount Tvoe C � Roof Slope 450 Rafter Spacings _ _ _ r 4. 16O.C. Framing Type Direction Y-Y Rafters av a , Purin_Spacing �X-X Purlins Only _" Ty , ' ;, NA Tile Reveal Tile Roofs Only NA Tile;Attachment,System ,x. ' Tile Roofs Onl 4- a _ DNA. ---- - - -- ---- -- --- Standin Seam rapS acingSM Seam Only— NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind DesignMethod .at F Partially/Fully Enclosed.Method -- _ —_ - — Basic Wind Speed V 100 moh Fig. 6-1 Exposure Category x C Section 6.56.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Me na Roof Hei ht{ h, , 25 fts Section 6:2 r= Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor' " _ - Krt- �'-: �'!1.00 a Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4� Importance Tactor, A4 .: - I.k , 4 ._. 1.0 "a .TM, Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 20.6 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B Ext.Pressure Coefficient` (Down)., >• r GC (pow , .. sa 10.88 1 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (G ) Equation 6-22 Wind Pressure U „ -19.6 psf Wind Pressure Down 18.0 Psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacinq Landscape 64" 39" Max Allowable Santileyer - F: Landscape - 24" NA Standoff Configuration . Landscape Staggered Max Standoff_Tributary.A�ea-, °Trib-_ _ "A17'sf _ PV Assembly Dead Load W-PV 3.0 psf Net�Wind Uplift_at Standoff i - Tactual.= 317j6s Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci - DCR "_ 63 5% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever_ . Portrait= 20" Standoff Configuration Portrait Staggered Max ,off r-e-a= ; Trib ;, k PV Assembly Dead Load W-PV 3.0 psf Net WmdylJplift at,Standoff .. T actual, _ "` 39616s' w" Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR 7 77 vi .44 79.2%!K ,s4 ip, w TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Oq d 3 Application# " v b Health Division Conservation Division Permit#. s- Tax Collector Date Issued t Treasurer F- - Application Fee Planning.Dept 'c _ Permit Fee,_ Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address I'l SK �acN e- Village aArru s Owner P i scams s Ka-6- Address I rl SKi jp s--c-L<� 1 o-rue, H-laNn/-s Telephone 5 `i p - Permit Request 3 Sea.;So.J Aa ccl,, b N eo'-<<Sr�-n_¢7 �oa* ►'Dc Znrr ap de- , I Lt C Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuatio Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ . Multi-Family(#units) f VQ Age of Existing Structure rl - 9 Vr'f Historic House: ❑Yes ❑No On Old King's Highwaf ❑Yeses, ❑ 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 ount ry w 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 BUILDER INFORMATION Name VXeat tt' Telephone Number So? RR l= 'fqD Address P 8. d o k $�s License# a a 5 I S S C�Ga a y /tu - .52 Home Improvement Contractor# A 0 8 6 Worker's Compensation# lU/Ot ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO �e cc� , C's�SG l Ic, G` .Ste— SIGNATURE DATE 4 FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP,/PARCEL NO. k ADDRESS VILLAGE t OWNER t DATE OF INSPECTION: FOUNDATION - 0 0 ' FRAME �� l ^ - INSULATION ® � S I _ FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL FINAL BUILDING 0 K- DATE CLOSED OUT__ ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents " Office of Investigations h • - + a 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit::Builders/Contractors/Electricians/Plumbers Applicant Information Please Print LeLribly Name(Business/Organization/Individual): ._TnIru0 vC.x -�►�1 . (�Dnr--t- LO Address:J'J K,0 LE=rLL Lcyve.— City/State/Zip: l-F!iax ^J;f Vhc`. Phone.#: Are you an employer?Check the appropriate box: Type of project(required):. 1.❑ I am a employer with 4. Q I am a and/or part-,time). general contractor and I oyees (full * have hired the sub-contractors 6. ❑New construction . 2 I am a'-ole proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g• Demolition workingfor me in an capacity. employees and have workers' Y P t5'• 9. ❑Building addition [No workers' comp.insurance comp. insurance.t required.] 5. We are a corporation and its 10.❑Electrical repairs or additions officers have exercised their 3.❑ I am a homeowner doing all work o 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other 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 employee ow is..the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: xpiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil.penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the,violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ce under the pain - d penalties of perjury that the information provided above.is true and correct Sip-nature: . Date: -6q Phone#: 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 s. Contact Person: Phone#: . •i Infor nlati n and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract 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 foregoing 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 maintenance,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 local 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 acceptable evidence of compliance with the insurance 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 sub-contiactor(s)name(s),address(es)and phone number(s) along with their certificate(s)of insurance. Limited Liability Companies(LLC) or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of. Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or'Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space'at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit on6 affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. A The Department's address,telephone�and fax number: " The Commonwealth of Massachusetts Department of Industrial Accidents Of ee of Investigations 600 Washington Street Boston, MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 Revised I1-22-06 www.mass.gov/dia °FTHE 1pyYy Town-of Barnstable Regulatory Services * 11AM"B Thomas F.Geiler,Director 16 MA. Building Division Tom Perry,Building Commissioner 200 Main Street, .Hyarmis,MA 02601 Office: 509-862-4038 Fax; 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c.142A requires that the"reconstruction, alterations,renovation,repair,modernization,conversion, -improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: 3 S t c,LSo e J. Roo JAM H etc--t Estimated Cos 10 1 0 o o Address of Work: S < ;�,,_i C_K LG vac-- H-iCJVTV s V� 4 • _ Owner's Name: &J..r\,_�c. Date of Application: I hereby certify that: Registration is not requited for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied• ❑Owner.pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTEREV CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORD DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES.OF PERJURY I hereby apply for a permit as the agent of the o e 7A� VIA Date Contractor Nam Registration No. OR Date owner's Name Q:fo=:homeafndav CFI!. °FZHE Town of Barnstable. Regulatory Services 9BNAM '$ Thomas F.Geiler,Director �'ATFD►,��°�� Building Di-vision TomBerry, Building Commissioner 200 Main Street, Hyannis,NIA 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 as Ov mer of the subject property hereby authorize e--t-k -t r �:s(2jK o-P to act on my behalf, �rvnr b VG.-t to✓\1 Co ry sr . Cp . in all matters relative to work authorized by this building permit application for; . S (Address of Job) s o Signature of Owner Date Print Name QFORMS:O WN—EUMMISSION �r TOOT) OF BARNSTABLE ZONING N BY-LAPIS DATED SEPT. 14, 1987. 59'A269+ ZONE ; RC- 1 O rn SETBACKS: (OPEN SPACE) FRONT 20Lo ' ��- SIDE : 7. 5' LOT 4 s Qso REAR 7. 5 ' m 81 78-r S. F. 0. 19a AC. F 'L h PROP. GAR.00 �\ 0 I 3 CONC. N o FDN. O1 F� \ 57 SD T 00 � O o FND 91 h l 26, .SETT \� FND 22.HEREON 03 `THE;PROPEERTY LINES :SH OW/~/ s T r�58 r `L tVERE COMP.!LED FROM.A VA l L ABL E Q. PLANS -'OF RECORD AND DO NOT �} REPRESENT AN ACTUAL SURVEY ON THE GROUND. THE STRUCTURE DEPICTED ON THISC. PLAN WAS LOCATED ON THE GROUND o FRANK �a/9LaL' BY SURVEY ON OCTOBER 2 WHITING H / 6. I989 No. 298a9 'r ANO EXISTS AS SHOWN AS OF THE ^E,r �EOISTER�� yo PLOT PLAN DATE OF LOCATION. 0,L L�N� IN TH16 PLAN IS FOR PLOT PLAN PURPOSES ONLY AND SHOULD NOT BARNSTABLE, ,MASS. BE USED TO .ESTABLISH PROPERTY SCALE: I "=20' OCT. 30, 1989. LINES OR FOR CONSTRUCTION PURPOSES. 2'ACLE' SUiPI'�Z7MC X /NC. in-�•- 9 �'. -�� _ ,C = ��- /0 Seaboard Laae DATE PROFESSIONAL LgND SU VEYOR f/s/annIS. Jla. 0260/ pmgplQu 778-4422 0 l0 ' ` 40 cL PROJECT NO. 89-200 • ✓�ie T�arrimareulecr.�C� a�../�i�czc�uaelta . Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR: before the expiration date. If found return to: Board of Building Regulations and Standards Registration: 108866 One Ashburton Place Rm 1301 lug Ex{s ration 8/2.6/2008 Boston,Ma.02108 Type ,DBA INNOVATION CDNSTRI�CTION CO. -- t Keith Dmytryck 6 GLD FEARING ROAD Not valid without signature 'JJ.VVAREHfz�a,_MA 025i6 De&tp.Adniii9irator ,j I 7, • BOARD QF BUILDING REGULATIONS 'Licen CS se CONSTRUCTION SUPERVISOR f ii 025185 Number ' t+, Birthdate�06/02/1964; ,• y 3 k Expires 06/02/2008 Tr no. 23928 t . Resfnct�e y00= is KEITH'F tDMYTRYCK ,,� t '�'�' �».n6 OLD FEARING HILL RD =''_��' �� ;►' 1. W WAREHAM MA 0257(%r Commissioner' _ORM'— SUNROOMS'' aches iState aiIdin Coe 8D� '.` en ectio L`' 23d �� The Massachusetts State Building Code (780 CM) includes provisions to ensure that houses and house additions meet energy efficiency standards. This supplemental.CONSUMER INFORMATION FORM is to be filed as part of the building permit application when a builder/contractor or homeowner, constructing/installing a house addition with very large percentage of glass to opaque wall,seeks to utilize a special energy conservation exemption option for "sunroom" additions to,an existing house (780 CMR, Appendix J, Section J1.123.1). This FORM is not intended to prevent a homeowner from selecting a "sunroom"of any size, configuration, orientation,form of construction or percent glazing, but rather is only intended to assist homeowners in becoming aware of some of the important energy conservation and year- round comfort considerations involved in selecting and utilizing a"sunroom"addition. The connection of "sunroom" structures to residential buildings may create comfort and energy consumption issues due to uncontrolled solar gain or uncontrolled radiation cooling of.the main-house. In the selection and construction/instaflation of"sunrooms", included below is a non-required, open-ended list of product and design donsiderations -that ,a homeowner may..wish to consider before actually constructing/mstalling a"sunroom".It is recommended that consumers carefully review these options with their designer, builder, or contractor, in order to minimize potential-energy consumption and/or house discomfort issues. In addition, the qualifications and reputation of the company or individuals to be hired are important considerations. PRODUCT AND DESIGN CONSIDERATIONS RELATED TO"SUNROOMS" • Solar Orientation and Natural Shading - - • Type of Glazing • Insulating value • Solar heat gain • Frame materials • Glazing to frame sealing and gasketing materials/.seal durability and/or weather tightness of the sunroom • Adequate ventilation Operable windows and fans • Applied Shading Systems • Insulation level in floors,walls,and ceilings • Possible Sunroom isolation from the main house via a wall and/or door or slider • Heating and Cooling Methods: EMciency,Zoning and Controls Homeowner Acknowledgment The Massachusetts State Building Code, Section J1.123.1,..requires that the actual vroyerty owner(not the owner's agent or representative)acknowledge receipt of this CONSUMM INFORMATION FORM prior to issuance of a Building Permit for a project that includes'"sunroom" additions to an existing residential building. In accordance with this requirement, the undersigned hereby acknowledges that she/he has read the information in this document concerning sunroom comfort and energy conservation. �oZa" : /a 7 Signature of Actual Building Owner Date Ilceo� / 7 r' ter f, a Print Name Address o ermitted Project 5-aF, 7 Y.5 Ili l Owner Address(if different than project location) Owner's telephone number I LOT 4 `. t' 8,178.6 f S.F. I cp\ DECK EX/SANG ! DNELUNG kit DECK �� ' oy.. 10 H OF 4'40 ROSIN WILLIAM Ch ` o WILCOX ` `+ No.31341 t TO THE BEST OF MY INFORMATION, „PROPOSED 'LOT PLAN KNOWLEDGE, AND BELIEF THE BARNSTABLE, MASS. STRUCTURES SHOWN ON THIS PLAN LOT 4, PL. BK. 425 PG. 30 HAS BEEN LOCATED ON THE GROUND DATE 7124107 SCALE 1 20' AS INDICATED. JOB 6581-00 CLIENT PiSCUSKAS jj SWEETSER ENGINEERING 8/ �0�24 235 GREAT WESTERN ROAD DATE PROFESSIONAL LAND SURVEYOR PO BOX 713 SOUTH DENNIS, MA 02660 0 ff. 508-398-3922 fox. 508-398-3063 C• .c8 ► DAOLT I 6581-00 11 y 1 6581-iTF.DA'G 0 200 7 ;ShEEZI ? Fran mj7-q M 9 LOT 4 8,178.6 f S.F. DECK h h �y -Qyc� 113• EXIS77NG 8H DWELL/NG \ " DECK Y � , �H OF 0 22.61 LPL ``9 WIL_AIM M u tvo.31341 a TO THE BEST OF MY INFORMATION, "EXISTING" PLOT PLAN KNOWLEDGE, AND BELIEF THE BARNSTABLE, MASS. STRUCTURES SHOWN ON THIS PLAN <xYA1vNIS ) LOT 4, PL.' BK. 425 PG. 30 - HAS BEEN LOCATED ON THE GROUND DATE 9L6/07 SCALE 1" = 20' AS INDICATED. JOB 6581-00 CLIENT PISCUSKAS SWEETSER ENGINEERING 9/6/07 235 GREAT WESTERN ROAD DATE PROFESSIONAL LAND SURVEYOR PO Box 713 SOUTH DENNIS, MA 02660 off. 508-398-3922 fox. 508-398-3063 C: I S8 I PROJ 1 6581-00 1 dwg 1 6581-cpp1.DWG ® 2007 SWEETSER ENGINEERING 'Assessor's map;and lot number, ..4272.- THE TO Sewage Permit number .... �.� .....0 /. MUSI Ll�iVcdE 10 TOWIIN SEWER �J� : SAUSTADLE, i House number ........ ................. ro rasa p %639. `00 0 M r TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO .....Construct.. Single family Dwelling............................... TYPE OF CONSTRUCTION Wood...F..ramQ .......... .. ....................................................................................................... /,;� ..;.. .......19..-CLI TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ...Lot...#4,.......................Skg.lack„Lane.r.........................Hyannis,....MA................................................. ProposedUse .........................., ............................................................................:.................................................................... Zoning District ........1�.�. .....................................Fire District .......HXannis..................................................... Name of Owner .,Capricorn RealtX Trust Address ..765 Falmouth Road, Hyannis, MA Name of Builder Franco...R..E....Dev.... C.o �,Inc....Address ...�65.. Falmouth Road, Hya.nnis ,...MA .........................I....... Nameof Architect ..................................................................Address ................................................................................... Numberof Rooms ....5.,: ......................................................Foundation .....P...C.,................................................................ Exierior Clapboard...and/or„Shingles.................Roofing ..........Asphalt...Shin.gles............................... Floors Carpet .Interior Sheetrock ........................................................................ .............................................................................:...... Heating .... aa..F.W...A........................................................Plumbing ......... ............................................... Fireplace ....XP-S.......................................................................Approximate. Cost ...... �.Q.Q Q.,. Q.......... ............................ Definitive Plan Approved by Planning Board _ ___�� s ft. ------------------19-------. Area ......�............q�............ Diagram of Lot and Building with Dimensions Fee .................. SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Q! Na 'T / Construction Supervisor's Lic�nse .......000989 ............................. f No 33577 Permit for ..gMft...StQrY.......... Y • . ..... ...Dwelling............. ...... ..........Y ................ Location ...�;tt....#A........17... ...Lane ...................Hy.cAXITjig.......................................... 2 net ...Capricorn Realty r ......................... .Trust. -W Type of Construction ...F);:4j.gQ.......................... .......... .................................................................... Plot ............................ Lot ................................ Permit_Granled ...............March 20 , 90 .........................19 Date of Inspection ....................................19 Date Completed ......... .........19 TOWN OF BARNSTABLE, MASSACHUSETTS E ltmn"' APPLICANT Franco . v DATE 'March '�QF 9 , E. w�, r' !] �I'�V C:� 19 PERMIT NO. 4. ADDRESS ,/6 S ��c� . ----_mouth ac�<id r� �nrl" IN0., I$•REE T) PERMIT To BbUI1d llWl'11T71 , (coNTR s ucFNSEI (TYPE OF IMPROVEMENT) (�) STORV._.�1il t7i n }��1it1T i 7 i ipUMBER OF NO. nTa/' 1lgLL I N G UNITS ' (PROPOSED OSEI AT=LOCATION, Lot 4 17 Skl o .�� ' (NO.) ac ISZONING0 TRICT_,�_�8L`T (CROSS STREET) _ .AND 1441I SUBDIVISION - - (CROSS`STREETI 1. .r a T -LJ LOT �6 SOCK SIZE BUILDING 4S TO.BE FT. WIDE BY' } + �_F7 LONG.BY x ! 5T.:IN HEIGHT'AND SHALL CONFORM.IN t CONSTRUCTION. TO TYPE USE GROUP ' 'BASEMENT WALLS OR FOUNDATION REMARKS: 3O�`� TOWIl .SeWeY :� . (TYPE) 1 AREA-OR ++LJiICl VOLUME-_ % (CU IC/SO DARE FEET) Cr ESTIMATED COST OW =R 7 n j t- �C'nb. ?Ci�rt� Rc�•-,l V Pr•en�- _ A!r`JF;E$S BUILDING DEPT. j 4 BY i • %/F ROM•THE DEPARTMENT OF PUBLIC WORKS. THE I SU N ' x OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. , c MINIMUM OF THREE-CALL'- ''INSPECTIONS - 'INSPECTIONS REQUIRED FOR, APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE ALL CONSTRUCTION,WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN I, FOUNDATIONS OR FOOTINGS. PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL pI MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANELECTRICAL INSTA LB PLUMBING `'LUD MEMBERS(READY TO LATH), QUIRED,SUCH BUILDING SHALL NOT 8E OCCUPIED UNTIL 3, FINAL INSPECTION BEFORE FINAL INSPECTION HAS BEEN MADE. OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS le, ol hCGIGC ,�31A^O 1h6a� 2 2 3 HEATING INSPECTION APPROVALS 1 r ENG ERIN(;r "'A'TMENT st key`g� (o OTHER rS (�• l � �� . . � =jam.• ��t, �o�'Cc.�, w a rV rlr�'t I sr R0� h `�•.-^A{sMJ a ��2%Cy,/( ` �r � G �N mil P ct s r � � IUR H1� ZIT„ •,Q<, . 'x "t'\'` NO VOID IF CONSTRUCTION ON SIR �" x ,ewe > "� IN;PII.11INJ''r IN(ilf.AILD ON IHI•-,I_:•t1U L;,IV I!, ,'" HIN S1.'. MONTHS OF DATE THE �Y� �Y-'.• ,�} zt '`�.>h,.,-• AS NOTED ABOVE. AHNAN(iL (1H OTT W O F IiY TLLEPHUNL III77(N NUT11 N1111UN ! to�/ ,w 7- TOWN OF BARNSTABLE, MASSACHUSETTS A=273-097. 003 ILDING PERM, DATE March 20, 19 90 PERMIT NO. F7 7 APPLICANT Franco iZ. B Co 11)v r ADDRESS 76— o ad,5 "Falmouth RC (STREET) "s— 1.1000989 (C 0 N T RLICE�-N 5 E'� PERMIT TO Build Dwe, i ng (-l-) STORY, lli.AUMBER OF (TYPE OF IMPROVEMENT) Silti!gle - Family Dwe gELLING UNITS NO. (PROPOSED USE) -------- AT (LOCATION) -pot #4 , 17 Skipjack La e, 11yajillis ZONING (NO.) DISTR ICT- (STREET) BETWEEN (CROSS STREET) AND (CROSS STREET) SUBDIVISION LOT LOT_BLOCK-SIZE BUILDING IS To BE -FT. WIDE By-FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCT TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION TYPE) REMARKS: #3046 Town Sewer bond AREA OR VOLUME 1538 sC7. f t PERMIT ESTIMATED COST 50 ,non ()n FEE 77. 00 (CUBIC/SQUARE FEET) OWNER /Capricorn Realty Tru ADDRESS 765 Falmouth Road,Hyannis BUILDING DEPT. BY THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) A �0(�'J'MC DATA COMMONWEALTH DEPARTMENT OF PUBLIC SAFETY OF ONsASHmORTION PLACE �' MamSAcHUmsTTm mOSTOr,MAm21#8 LICENSE *,uN'^^c^,`, �� EXPIRATION DATE CONSTCAUTION SUPERVISOR FOR PROTECTION AGAINST nsoTn/oTmma �J/� | EFFECTIVE DATE uC'w0� | THEFT PUT�'�� -� | | ' " � � ' 06/3�/ �993 005867 ' PRINT/NAPPROPRIATE BOX ONLICENSE. A ON Q BLASTING OPERATORS z MUST]NICLUDE PHOTO. BAR�ST�BLE M A 02630 i-z ' ' ' ) PHOTO(BLASTING nm �o~ pEE� -- �. NOT VAUD UNTIL SIGN Q00' 00 |U BY LI SEE AND OFFICIALLY HEIGHT: DOB: �� c��`�m� � �� m� | c="�»»"°e"�»�m | ~��' | - ' | °e "»m� W"� EN- OTHERS -�r | -nIG" THUMB PRINT GAGED IN THIS OCCUPATION. ' = cowuwumwER ' rlE ` IMPROVEMENT CONTRACTORS REGISTRATION "bDard of Building Regulations and Standards r«�z� One Ashburton Place - Room 1301 Boston, Massachusetts 02108 HOME IMPROVEMENT CONTRACTOR ^ - i Registratio En 100871 xp ration 06/24/94 Type - PRIVATE CORPORATION . OME`IMPROVEMENT CONTRACTOR Registration 100871 if, - PRIVATE CORPORATION � Markwood Corporation *Type � « Expiration 06/2094 Ti mc'thy M. Pearson � 10 Seaboard Lane ` \ Hyannis MA 02601 Markwood Corporation � Ti th M. Pearson ' g�~�/ oard Lone � ADMINISTHAIURHyannis hA W2601 r , t w TOWN OF BARNSTABLE ZONING � BY-LAWS DATED SEPT. 14, 1967. 9 g9°A26 \ ZONE Ff C- O p� 23 rn .SETBACKS: (OPEN SPACE) � FRONT 20' Ln �. SIDE 7. 5 ' 'ti L O T 4 s Qso REAR 7. 5 ' Y 81 78+S. F. J 0. 19+ AC. F P h ! PROP. Q, GAR ` � o0 00/� / oti (0 'o �O 61 O' I 3 CONC. ` ,v O \ 3� FON. ,f m SB T 00 FND \ O� h0 6 `(� 2� IV \ Ivy S8 T w THE PROPEERTY LINES SHOWN HEREON FND S 772 58I 0`3 G WERE COMPILED FROM AVAILABLE f P PLANS OF RECORD AND DO NOT 1 Q REPRESENT AN ACTUAL SURVEY ON \�\ THE GROUND. 0,A OF THE STRUCTURE DEPICTED ON THIS �o� C. PLAN WAS LOCATED ON THE GROUND o FRANK �. (/3/i&�90 a WHITING y BY SURVEY ON OCTOBER 26, 1969 " No. 2980"9 07 AND EXISTS AS SHOWN AS OF THE �<^sECISTER� a�f� PLOT PLAN A N� DATE OF LOCATION. 9aAL L IN THIS PLAN IS FOR PLOT PLAN ,ol2i/�s� / BARNSTABLE, ,MASS. PURPOSES ONL Y AND SHOULD NOT i BE USED TO ESTABLISH PROPERTY SCALE: ! "=20' OCT. 30, 1989 LINES OR FOR CONSTRUCTION PURPOSES. £AGL£ SUiP!'£YfNC .f £NC/N££R/NC, INC. /0 Seaboard Zane DATE PROFESSIONAL LAND SU, VEYOR //yafifIS. Ala. 0260/ �5081 779-A422 0 /0 20 40 PROJECT NO. B9-200 a, ✓✓ vi 1-ao7 1�1 � I ililii li 5 � � LILI - _ f• .--. r.• a 'T-- d� N ....... VIIJ� /SR�f3 _ APP-Romma v�evc�ort5_. A-1 O NOTE CHANGES &ON OF RA Building In � im j apartnent r _ , .ti - ` gyp'.P.\A'vglAn� � 3O-p� _ � j•� Rio=d� �'aQ � 14�o° � � � � - a a »u".ei' , 11 it r. I I a'. Ibiwu � •. .I I__ I pbi Ll� yl_pll -2"DI_-� ': __ 7' I I - -- - — — — - . aiD '., {�, �' -; L.-J. 4- f"I.xt}"'Y`""'(`�I \ G A •I kl uw� __ gfy D � f j ~ � i v I 4-1-i L I$ ziY m -- _� -- ; �IJ _, GP-a1 6oeAI, I,IV IA* ,. A—r Itr _ A ✓Si - M — - rinAH N - " _ � • I 2G1 VII 4`I -. � � � • I j� UI �i� r �I�I r I�U I' I II. ••.. � � ' '� I . O Q = _ '. _ — • rrNr.tea• l{' ` i f a�• • — ' Va I• .. .:� 9-n _ y1O 19'-2 U� II II j ipl I 4 4\f 4u y1L ' .1 ^ �IA6�lOXS�PP4. ._ ..-... _—I_ 446 ✓fuWAPz 1.. 'CotI�InATInN V1r1 -RncEjWl Psii wlws IfiT?1W(A ( 14. Mo e ' Fa.M7ApCN 19lXJR,SI!C.'XOV 5 A-Z�" - I ' o :I ,-f1�u81 itcaj 51Mk11e1G`7 .'y g• .. ykly � - a�•T CLI4K K--4, I � r 3 a..�.n.•co I kcwr n _ � •' .. r O r� c rya - ., . _ • .. zv dei,� o ,:9e^r -y r { r - f v i a e'• r TOWN OF BARNSTABLE BUILDING DEPARTMENT _ »°T % TOWN OFFICE BUILDING rua t639' . HYANNIS, MASS. 02601 ilk MEMO TO: Town Clerk FROM: Building Department DATE: An Occupancy Permit has been issued for the building authorized by BuildingPermit #..... ......_.... , 'r2 7...... ......................................................... ...._................_. issued to .. /�1/i� � A?1. .4�. �,r .. ................................................. ..__... ...._...................... _ ... Please release the performance bond. 1 ... _f.... .^.- .• _ y„... . ^wry .�.{,•--''•• - +c — � .. .-n ti v. ^h.rr ..-... r .-. - - _. TOWN OF BARNSTABLE Permit tvo� `�X?......... BUILDING DEPARTMENT t '�."Mt I TOWN OFFICE BUILDING Cash 7 HYANNIS.MASS.02601 Bond CERTIFICATE OF USE AND OCCUPANCY Issued to Markwood Corporation Address 17 Skiptack Lane, Hyannis USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. ... ....... ...June. 29 . 19..�l.......... ........ 0 Buildin,B Ins ector b i ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. 'THIS 'SYSTEM IS GRID=INTERTIED VIA A AC ALTERNATING CURRENT UL-LISTED POWER—CONDITIONING INVERTER. 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, ` FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE ti 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. I 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 ;y r '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 r 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 - STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp. VOLTAGE AT MAX POWER m VICINITY MAP INDEX . Voc VOLTAGE AT OPEN CIRCUIT W WATT_ - PV1 COVER SHEET 3R- NEMA 3R, RAINTIGHT - �- - ° ' - ' - PV2 PROPERTY PLAN PV3 SITE PLAN PV4 STRUCTURAL VIEWS >c LICENSE GENERAL NOTES PV5 UPLIFT CALCULATIONS _ PV6; THREE LINE DIAGRAM , GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION w Cutsheets Attached ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH f THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. • '� MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Barnstable - REV BY.,DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Commonwealth Electric) , �` o► ® . CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: J B—O 2 6 91 3 00 PREMISE OWNER: DESCRIPTION: DESIGN: `\,a it CONTAINED SHALL NOT BE USED FOR.THE PISCUSKAS, BARBARA PISCUSKAS RESIDENCE' Niko Cantrell : ,So�arC BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: .�N NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount-T e C 17 SKIPJACK' LN � 8.58 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: H YAN N I S, G TMK OWNER: ORGANIZATION, EXCEPT IN CONNECTION WITH M A O 2 V O 1 THE SALE AND USE OF THE RESPECTIVE (33) Hanwho Q—Cells #Q.PRO G4/SC 260 7�II-�y� * 24 St. Martin Drive, Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN A N• PAGE NAME: SHEER REV: DATE: • Madborough, MA 01752 PERMISSION OF SOLARCITY INC. INVERTER' SO87754'8/ PV 1 4 2 2015 T: (650)638-1028 F: (650)638-1029 SOLAREDGE SE7600A—US002SNR2 COVER SHEET (BB8)—soL-CITY(765-2469) www.sclarcity.com V cn 'v. (E)DRIVEWAY fl A " r Y A • f v PROPERTY- PLAN Scale:l" = 10'-0' .mp 0 10, 20' S mmm OEM J B-0 2 6 913 0 0 PREMIX OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: • CONTAINED SHALL NOT BE USED FOR THE PISCUSKAS, BARBARA PISCUSKAS RESIDENCE Niko Cantrell SO�a�C�ty.BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: W,.g e NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 17 SKIPJACK LN 8.58 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: H YAN N I S, MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive,Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (33) Hanwha Q—Cells #Q.PRO G4/SC 260 PAGE NAME SHEET; REV: DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638-1028 F: (650)638-1029 PERMISSION of SOLARCTY INC. SOLAREDGE SE760oA—US002SNR2 5087754187 PROPERTY PLAN PV 2 4/2/2oi5 (888)—SOL—CITY(765-2489) nwrvsolarcity.wm PITCH: 33 ARRAY PITCH:33 MP1 AZIMUTH:216 ARRAY -AZIMUTH: 216 MATERIAL: Comp Shingle STORY: 2 Stories ° v � , .. C/) (E) DRIVEWAY C I .LEGEND (E)_UTILITY METER & WARNING LABEL �. INVERTER W/ INTEGRATED DC DISCO Inv & WARNING LABELS DC - DC DISCONNECT & WARNING LABELS Front Of House AC AC DISCONNECT & WARNING.LABELS t „ 0 DC'JUNCTION/COMBINER BOX & "LABELS DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS E) ISO yOF � DEDICATED PV SYSTEM METER a m Mp l l 'm z •_ - ,. ._ _ _ . y� STANDOFF LOCATIONS. N � = CONDUIT'RUN ON EXTERIOR e _ --- CONDUIT RUN ON INTERIOR c.� IVIL co GATE/FENCE e 0 HEATPRODUCING VENTS ARE RED �Nv��►�� L,_J INTERIOR EQUIPMENT IS DASHED NAL • igitallysigned by Nick 6oOrdon20' S D SITE PLAN, Date:2015.0 2.1 1 17:11-07'00' F r Scale: 1/8" = 1' 0 11 81 16' S ZJ MINIM CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: JB-026913 00 PREMISE OWNER: DESCRIPTION: DESIGN: PISCUSKAS BARBARA Niko Cantrell CONTAINED SHALL NOT E USED FOR THE , PISCUSKAS RESIDENCE ��,SO�a�C�t�/ BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 17 SKIPJACK LN 8.58 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES I—I YA N N I S I�A 02601 „ ORGANIZATION, EXCEPT IN CONNECTION WITH , THE SALE AND USE OF THE,RESPECTIVE 33 Hanwha Q-Cells #�/#-�.PRO G4 SC 260 24 St. Martin Drive, Building 2, Unit 11 SOLARCITY EQUIPMENT, ) tt� /0 WITHOUT THE WRITTEN PAGE NAME SHEET: REV. DATE: Marlborough, MA 01752 650 638-10 9 T: 650 638-1028 F. 2 INVERTER: ( PERMISSION OF SOLARCITY INC. SOLAREDGE SE760OA-US002SNR2 5087754187 SITE PLAN PV 3 4/2/2015 (888)—SOL—CITY(765-2489) www.solarcitycom PV MODULE 5/16" BOLT WITH LOCK FINSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH 51 tN OF p ZEP COMP MOUNT C POLYURETHANE SEALANT. N tip ZEP FLASHING C (3) (3) INSERT FLASHING. 4„ I L y (E) COMP. SHINGLE ( ) (4) PLACE MOUNT. 14'-10" 1 (E) LBW 9p� �c �S' (E) ROOF DECKING (2) J(5) INSTALL LAG BOLT WITH Sg NAL�Nv�� 5/16 DIA STAINLESS (5) SEALING WASHER. SIDE VIEW OF MP1 NTS 4/02/2015 STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES 6) INSTALL LEVELING FOOT WITH A WITH SEALING WASHER ( BOLT & WASHERS. (2-1/2" EMBED, MIN) MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES (E) RAFTER 1 LANDSCAPE 64" 24" STAGGERED STANDOFF PORTRAIT 48" 17" S 1 RAFTER 2X8�a 16"OC ROOF AZI 216 PITCH 33 STORIES: 2 ARRAY AZI 216 PITCH 33 Comp Shingle J B-0 2 6 913 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: ■ CONTAINED SHALL NOT BE USED FOR THE PISCUSKAS, BARBARA PISCUSKAS RESIDENCE Niko Cantrell ;So�arCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: AA. NOR MALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 17 SKIPJACK LN 8.58 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES H YAN N I S MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (33) Hanwho Q—Cells #Q.PRO G4/SC 260 SHEET: REV DATE. Madborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T. (650) 638-1028 R (650)638-1029 PERMISSION OF SOLARCITY INC. INVERTER' SOLAREDGE SE760OA—US002SNR2 5087754187 STRUCTURAL VIEWS V 4 4/2/2015 (sBs)-SOL-an(765-2489) nwr,.salarcity.com GROUND SPECS MAIN PANEL SPECS- GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:Murray Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE# SE760OA-US002SNR LABEL:• A -(33)Hanwha Q-Cells �Q.PRO G4/SC 260 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:56678918 Inverter; 7600W, 240V, 97.5%; w/Unifed Disco and;Z8, RGM; AFCI PV Module;'260w 236.5W PTC, 40mm, Blk Frame, MC4, ZEP, 600V ELEC 1136 MR Underground Service Entrance INV 2 = " ~ Voc: 37.77 Vpmax: , 30.46 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL (E) 20QA/2P MAIN.CIRCUIT BREAKER _ - SolarCity (E) WIRING Inv@1"tt?C 1 t; CUTLER-HAMMER 4 A 1 200A/2P Disconnect 5 SOLAREDGE DC+ - - - - SE760OA-US002SNR2 DC- ------MP 1: 1x17 - (E) LOADS g -7-------- ------------ ------- -- EGc --J L1 240V - I N. DG 2 I - 40A/2P ---- GND _ EGC_/ DC+ .f DC. . I. - A ------------------------------------- GEC ---� N DC- Dc- MP 1: 1x16 I B GND EGC -- ------ ------------ -- EGC N i (1)Conduit'Kit; 3/4" EMT - EGC/GEC J V Li I • L - ' GEC - - TO 120/240V I I - SINGLE PHASE UTILITY SERVICE 71 • I I , PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC `AT MIN TEMP POI .(I)MURRAY #MP240 PV BACKFEED BREAKER 8 (1)CUTLER-HAMMER #DG222UR8 A (I)SolarCi% 4 STRING JUNCTION BOX , Breaker, 4OA/2P, 2 Spaces Disconnect; 60A, 24OVac, Non-Fusible, NEMA 3R AC 2x2 STRINGS, N DC =(2)Ground-Rod; 5/8' x 8',,Copper -(1)CUTLER- AMMER #DG100N8 UNFUSED, GROUNDED Ground�Neutral It, 60-100A, General Duty(DG) PV 03)SOLAREDGE J�300-2NA4AZS PowerBox optimizer, 30OW, H4, DC to DC, ZEP" (1)AWG #6 Solid Bare Copper : .. nd • - _ - • - - -(1)Ground Rod; 5/8' x 8',Copper - E - (N) ARRAY GROUND PER 690:47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL r ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE O�(1)AWG #8, THWN-2, Black 1 AWG �10, THWN-2, Black Voc* =500 VDC Isc =15 ADC (2 AWG 10, PV WIRE, Black•:- Voc* =500 VDC Isc =15 ADC Isr(1)AWG #8, THWN-2, Red O (I)AWG #10, THWN-2, Red Vmp =350 VDC Imp=11.73 ADC .O- 0)AWG #6, Solid Bare Copper EGC Vmp 350 VDC Imp=12.46 ADC- II��LLL 1 (1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC IMP=32 AAC (1 AWG #10, THWN-2,.Green EGC. . - . . . . - -(1)AWG #8,.THWN-2,-Green - EGC/GEC.7(1)Conduit.Kit; 3/4".EMT. . . . . . . - . . (1)AWG #10, THWN-2, Black Voc* 500 VDC Isc =15 ADC (2 AWG #10, PV WIRE, Black -Voc* =500 VDC Isc =15 ADC ® (1)AWG #10, THWN-2, Red Vmp =350 VDC Imp=12.46 ADC O (1)AWG #6, Solid Bare Copper EGC - Vmp =350 VDC Imp=11.73 ADC. (T)AWG �10. THWN-2, Green EGC . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 913 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE PISCUSKAS, 'BARBARA PISCUSKAS RESIDENCE Niko Cantrell ;;`SOlar�� a BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.. NOR MALL IT BE DISCLOSED IN WHOLE OR IN Cam Mount Type C 17 SKIPJACK LN 8.58 KIN PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES. H YA N N I S M A 02601 h ORGANIZATION, EXCEPT IN CONNECTION WITH r t' 24 St. Martin Drive,,Building 2 Unit 11 THE SALE AND USE OF THE RESPECTIVE (33) Hanwha Q-Cells #Q.PRO G4/SC 260 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN ,1 PAGE NAME SHEET: REV: DATE: Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. INVERTER. 5087754187 PV 6 4 2 2015 T. (650)63871028.F: (650)638-t0�9 SOLAREDGE SE760OA-US002SNR2 THREE LINE DIAGRAM /. / (8m)-SOL-CITY(765-2489) www.solarcit.com Label Location: Label Location: Label Location: mooa • 0 ".2 12,72,° - A (C)(CB) o (AC)(POI) © - (DC) (INV) Per Code: _ _ Per Code: Per Code: NEC 690.31.G.3 00 0 0 0 . • o NEC 690.17.E o ".o o © °- •o• o NEC 690.35(F) Label Location: Cop-o - o o © 'o , • o TO BE USED WHEN r � INVERTER IS ��. o•o o �: o �k�t o e o • o . (DC) (INV) o UNGROUNDED ® ® Per Code: � NEC 690.14.C.2 Label Location: POI " Label Location: yy •' .® (DC) (INV) ,, - �, Per Code: ° Per Code: '�: .-o 0 0` o c o NEC 690.17.4; NEC 690.54 NEC 690.53 ® AW - -o ° o Y r 1 Label Location: (DC) (INV) , Per Code: NEC 690.5(C) o• -o 0 0 ,s Label Location: (POI) -o o Io - o Per Code: NEC 690.64.B.4 0 0 0 Label Location: (DC) (CB) Per Code: Label Location: r, 00 0 o o o NEC 690.17(4) IuJU�J (D) (POI)_ Per Code: NEC 690.64.B.4 0 ® o e co Label Location: CD (POI) . Per Code: Label Location: o o °-T; NEC 690.64.B.7 (AC): AC Disconnect _ (AC) (POI) (C): Conduit Per Code: .. © 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 � ( ) �d15 fir'' ° Per Code: (M))Utility Meter rr o- ® NEC 690.54 (POI): Point of Interconnection CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR 3055 Clearview way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �= San Mateo,CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, �q�P T:(650)638-1028 F:(650)638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE Label Set SOlarC' �� (888)-SOL-CITY(765-2489)www.solarcity.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. CD \� SOIafClty ®pSol'ar Next-Level PV Mounting Technology _ SOIafClty ®pSolar • Next-Level PV Mounting Technology Zep System Components t, "-= for composition shingle roofs U.p-roof OR A . y:.�..,:, •. a :� ^- ' • Grand Zep Interlock .(Key side shown) ., y, Zep Compaftle W Module Zep Onocone .. .. .... _— — Roof Attachment , 1 " ` - Array Skirt "`— 'c' : Description : rFA / W PV mounting solution for composition shingle roofs' a CGMPpS�O Works with all Zep Compatible Modules - - -� . • Zep System UL 1703 Class A Fire Rating for Type 1 and Type 2 modules Auto bonding UL-listed hardware creates structual and electrical bond V� LISTED _ Comp Mount Interlock, Leveling Foot J Part No.850-1345 Part No.850-1388 Part No.850-1397 Listed to UL 2582, Listed to UL 2703 Listed to UL 2703 SpeCIfIC8t10nS Mounting Block to UL'2703 Designed for pitched,roofs r REe Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • ' Zep System grounding products are UL listed to,UL 2703 and ETL listed to UL 467 Zep System bonding products are UL listed to UL 2703 ® _ • Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices Ground Zep Array Skirt,Grip,End Caps DC Wire Clip Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 'Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460, r Listed UL 1565 ETL listed to UL 467- 850-1467 f w zepsolar.com zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about 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 Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of Zep 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.com. • 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 1 of 2 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 2 of 2 solar=oo solar,�ocSolarEdge Power Optimizer �� j r Module Add-On for North America £' P300 / P350 / P400 SolarEdge Power Optimizerst . I�kSd�'x k•. ' Module Add-On For North America, `2T (for 60 cell PV (for 72•cell PV (for 96 cell s � � � modules) �-modules) modules) "ii §',g3a+e n { ? © ,? „.4. :� (INPUT . I P300 / P350 / P400 v r ' . Rated lnp�t DC Powe 3DD 350 4DD W Absolute Maximum Input Voltage.(Voc.at lowest temperature) .... 60 ..,. 80 Vdc - a .... .. ...8 ...g ........ ...... .. ......... ......... ... ............... ... .. .... .. MPPT Operatin Ran a 8-48 8 60 8 80 . Vdc Maximum Short Cucwt Current(Isc) 10 Adc r e •' Q ...... ... ............ .................... .. ................... ....................... .................... ......... .... .. . Maximum DC Input Current ...... Maximum Efficency........ ...................... ..... ........ ............. 99.5 .. ...%.. ............................. .... ..... .......... .. ... Efficiency,. ,. , ... .. ........ .. .... ................ .. .. ... 98.8..... ... .. .. . .. ..... _ Overvoltage Category II tOUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Current 15 Maximum Output Voltage Vdc n I OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc N COMPLIANCE I-STANDARD CO .. CC Part15 Class B,IEC61000 6 2 IEC61000 �"•" t _ - Safety,,..,. .. _. ...... .. IEC62109 1(class 11 safety)UL1741 , .; .......... ......... ...... F ... ,. ROHS ._ -... Yes .. INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc . ¢• ,' Dimenswns(W xlx H) - . ....... .......... ...141x 12x40.... 5�834x159..., .. ..... / . Weight(including cables)..... .. ......................... .......... ... .. 95./.. . ... .. ..... ....... .. /lb .. r ........ ... .. .. ......................... ................. ... - _ Input Connector ............................ MC4/,Amphenol/Tyco .., .. Output Wire Type/Connector Double Insulated Amphenol .... ... .. ...... ... .......... ... 1.2 3.9. ....... ....�...ft.. Length.......... .. .0.95...3:0...... .. .... ......�....... .............. .�... .............. ................. .. .. ..... .......... Operating Temperature Range -40 +85/-40 +185 •C./•F .PRrote trng ......... ........... ..... .. cbon Ra IP65/NEMA4 . elative Humidrt ... .. ......... .. - ;' .. .. ..... ....... ..... ..... .. .... ... .. ......... .... .............. ........ ....... 0-100 % - *� � ��Rated STC power of Ne module Module of up to+5%power tolerance allowed PV SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE _ -THREE PHASE THREE PHASE I INVERTER _208V 480V PV POWeI'OpLIfT11Z0t1011 at LI1E!ITIOdUIf-fE'-Vey Minimum String Length(Power Optimizers) 8 10 18 minimum .. ..o mite............................................ ... .... ........ ........... .... Up to 25%more energy- Maximum String Length(Power Optimizers) 25 SO Maximum Power per String 5250....................6000...........L........12750.......... W Superior efficiency(99.5%) _ .............................................................................................. ........... Parallel Strings of Different Lengths or Orientations (, Yes Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading - - ....... Flexible system design for maximum space utilization. . - Fast installation with a single bolt - "s_' r - J •, "4 tc= Next generation maintenance with module-level monitoring - Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA WWW.SOlaredge.us ti r r 1 t Format 65.7 in x 39.4 in x 1.57 in(including frame)- i _ (160mmx.100mm_x40mm) Welght 44.09 lb(20.0 kg) ".w,..s, ^e.°.,.>•,.:...., Front Cover 0.13 in(3.2 mm)thermally pre-stressed glass El- If wd anti-reflection technology I.-Back cover - Composite film T _ ....., T � � _ d .... .--t:t•+ Frame Black anodized ZEP-compatible frame Cell - }6.x 10 polycrystalline solar cells Junction box Protection class IP67,with bypass diodes ^ Cable 4 mm?Solar cable,(+)z47 74in(1700 mm),O a47 74m(1700 min) }i *- -�•^"" Connector MC4 UP 68)or H4(IP68) m,Ij.. } / ( ELECTRICAL CHARACTERISTICS: PERFORMANCE AT STANDARD TEST CONDITIONS(STC:1000 Wm',25'C,AM 1.5 G SPECTRUM)' POWER CLASS(+5w/-OW) -- -• �^ -[W] 255 260 - 265 7 r ` No Power P _ IW] 255 260 -�^ 2265 Short Circuit Current Is, [Al 9.07 - 9 15 9 23� Open Circuit Voltage, V„ [VI 37.54 37.77 -�.. 38.01 I Current a1 Vim" # I„ �� 8.62 [A] -� 8.45 ' Voltage at P V [V7 Y' 30 18 •�!- 30 46. 30.75 The-new Q.PRO-G4/SC Is the reliable evergreen for all applications, with Effiiiency(Nominal Power) n _ [�� z15.3 >156 15.9 a black Zep GompatibleTM frame design for improved aesthetics, opts- PERFORMANCE AT NORMAL OPERATING CELL TEMPERATURE(NOCT-800 W/ma,45 s3°C.AM 15G SPECTRUM)' q _ �`_�' _ , T.. __ .-.-_ _ ._ __ __ -- mized material usage.and increased safety..The 411 solar module genera- # POWER CLASS(+SW/-OW) [W] - 255 260 4 - 5 7 ; Nominal Power 188,3 192.019.5.7 , . tion from Q CELLS has been optimised across the board: improved output #• - ---- _ _,Y. __ P P p Short Circuit Current I, [A]' 7.31 7.38 7.44 yield,higher operating reliability and durability, quicker installation and -- ------- __ - _. _____ ___ _ _ -:: Open Circuit VaNage V„ [VJ -34.95 35.16 35.38 more intelligent design. _.w. } i'Current at P„h Ivee [A] 6.61 .....,._ 6-.6�.... _... ._._.._.-.. �6J5- g ---_ -Vow IV] - 28.48 28.75 29.01 - z n , Measurement tolerances SI"C 3/(1'm ) s / �Measurement O 1�5 - Volta a al P _ � nr 10.(Ix,N I,°.Vmr°) -Meas nemenl tolerances NCh:x 'Y(P.m"p),z 10%(I .Vs,1 VmOn) INNOVATIVE ALL-WEATHER TECHNOLOGY PROFIT-INCREASING GLASS TECHNOLOGY - °___�' _ 0 CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE 0 •Maximum yields with excellent low-light •Reduction of light reflection by 50%, ,m u At least 9//of nominal powerduring A " r- r , 7, and temperature behaviour. plus long-term corrosion resistance due f`s=•' t year.Thereafter max.0.6%deg a- �.^, 'm U 3 a "�- ---- ---- danon per year. •Certified fully resistant to level 5 salt fog to hig"uality f W At least 92%of nominal power after } 10 years. •Sol-Gel roller.coating processing. At least 83%of nominal power after a °° ENDURING HIGH PERFORMANCE f- 25 years.• „------ All _ r •Long-term ,Yield Security due to Anti EXTENDED WARRANTIES data within in measurement with th es. m •' _ "- • :., Full warranties in accordance with the .. " PIDTechnology'.Hot-Spot Protect, •Investmentsecuntyduetol2-year I' #, warranty terms of theQCELLSsales innnolnntrfw/m•I organisation of your respective country. T - - 1 and Traceable Quality Tra.QT"'. product warranty and 25 year linear he typical change in module efficiency a[an irradiance of 200 W/m'in relation ;�•� ^�^°'^•�'°^^'°°'w vcnxs o W m (both at 2 C and AM rum is-2 k(relative). •Long-term stability due to VDE Quality performance warranty'. l000 / (b 5° 1 5c spectrum) ° �`" f - TEMPERATURE COEFFICIENTS(AT 1 OOO W/M' 25°C,AM 1.5 G SPECTRUM) ^+ ' Tested-the strictest test.program. - , _ _ ,. _ o _ _ "QCELLS ( Temperature Coefficient of 14, a [%/K) +0 04 Temperature Coefficient of V. B [%/K] 0.30 i a SAFE ELECTRONICS - - - .TOP BitAt+o-Pir m,.rmm„ _, f Temperature Coefficient of P_ - y [%/Kl -0.41_.NOCT-� y -[°FJ +-! 113 t 5.4(45 •Protection against short circuits and ,.,,. OP 1` DESIGN ` thermally induced power losses due to 2014 Maximum System Voltage V,,, FVJ 1000(IEC)/600(UL) Safety Class Y II c 4 Maximum Series Fuse Rating _^ [A OCl - 20 - Fire.Rating C/TYPE 1 breathable junction box and Welded _._ - -_ _ _ - _ _ _ _._. _. Max Load(UL)' [Ibs/ft'] 50(2400 Pa) Permitted module temperature -40°F up to+185°F cables. .- on continuous duty (40°C up to+85 C) _ CPbnMn- Load Rating(UL) - [Ibs/N'] 50(2400 Pa) 'see installation manual _ ...-.-...1 _ _ 1 Oirality Teatotl OCELLS �� . - ��rwrr, amt pryvpYtllm ! . I Aqua" 7 tW.mash 2013 (4,, ' UL 1703;VDE Qualify Tested;CE-pliant; - Number of Modules per Pallet 25 a�-'�^ "'• 7 •�� IEC 61215(Ed.2);IEC 61730(Ed.l)application class A "`-" THE IDEAL SOLUTION FOR7.:' to.10032587, VNumber af�Pallets per 53 container 3z - O AT oMPATj t C S A N` °f� Number of Pallets per 40'Container 26 Rooftop arrays on - G ptp' DVE C E `ter- / Pallet Dimensions I x W x H)- -•`~ 68.5 in x 44.5 in x 46.0 i n _ residential buildings r _ B! , c ,:NUS < e� 0740 x 1130 x 1170 min) _ Pallet Weight „_.. :.......-., ... 17541b(569kg) .� evp 0v - NOTE.Installation instructions must be followed.Seethe installation and operating manual or contact our technical service department for further information on approved installation and use or ' APT test conditions:Cells at-1000V against grounded,with conductive_metal toil covered module surface, COMPpt� this product.Warranty void if non-ZEP-certified hardware is attached to groove in module frame. 125"C.168h S¢¢data Sheet on rear for further information. _ Hanwha O CELLS USA Corp. - 8001 Irvine Center Drive,suite 1250,Irvine CA 92618,USA I TEL a-1 949 748 59 96 IEMAIL q-cells-usa®q-cells.com I WEB www.q-cells.us i Engineered in Germany Q CELLS J Engineered in Germany M CELLS ' 1 ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA 'A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. ` BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC - DIRECT CURRENT LABORATORY-SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3: (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF 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(8). 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 STC STANDARD TESTING CONDITIONS - TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY.: - M „ V VOLT Vmp VOLTAGE AT MAX POWER _.. Voc VOLTAGE .AT OPEN CIRCUIT — VICINITY I MAP INDEX W WATT _ PV1 COVER SHEET 3R NEMA 3R, RAINTIGHT - PV2 PROPERTY PLAN PV3 SITE PLAN PV4 STRUCTURAL VIEWS PV5 UPLIFT CALCULATIONS LICENSE' GENERAL NOTES PV6 THREE LINE DIAGRAM 2 1. ALL WORK TO BE DONE TO :THE.8TH EDITION Attached. w GEN #16857 _ Cutsheets ELEC 1136 OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. • MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Barnstable � - '� REV. BY DATE COMMENTS REV A NAME DATE COMMENTS i UTILITY: NSTAR Electric (Commonwealth Electric) + p J B-0 2 6 913 0 0 PREMISE OWNER' DWIPT1ON: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: ■ CONTAINED SHALL NOT BE USED FOR THE PISCUSKAS, BARBARA PISCUSKAS RESIDENCE ' Niko Cantrell v So�afC�t�/ BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 1 00. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 17 SKIPJACK LN 8.415 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS Comp Mount Type C ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: H YAN N I S, MA 02601 ' 24 St n Drive,Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (33) -Hanwha Q—Cells #Q.PRO G4/SC 255 EV: 'DATE r Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITIEN PAGE NAME - 650 63 1026 F.Q 29 PERMISSION OF SOLARCITY INC. INVERTER: 5087754187 / PV 1 R a 7 1Q 2015 (m8 -soL'CITY(765-2489)65wrww.adar0itycom SOLAREDGE SE7600A—US002SNR2_ . COVER SHEET " � � v cn v' (E)DRIVEWAY c _ � s = r PROPERTY PLAN Scale:1" = 10'-0' 0 10' 20' y� S J B-0 2 6 913 0 0 °" °�"� DESCPoP110N: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN [INVERTER + ��! ■ CONTAINED SHALL NOT BE USED FOR THE PISCUSKAS, BARBARA PISCUSKAS RESIDENCE Niko Cantrell �..,;SOlarC�ty. y BENEFIT OF ANYONE EXCEPT SOLARCITY INC., EM: �'� ]® NOR SHALL IT BE DISCLOSED IN WHOLE OR INunt Type c 17 SKIPJACK LN 8.415 KW, PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: H YAN N I S M A 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 SL Martin Drive, Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE who Q—Cells #Q.PRO G4/SC 255 SHEET: REV DATE Madbarough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T: (650)638-1028 R (650)638-1029 PERMISSION OF SOLARCITY INC. 5087754187 PV 2 a 7�10�2015 (888)—SOL—aTY(765-2489)GE SE7600A—US002SNR2 PROPERTY PLAN t - PITCH: 33 ARRAY PITCH.33 t MP1 AZIMUTH:216 ARRAY AZIMUTH:216 _4 t MATERIAL:Comp Shingle STORY: 2 Stories Ln ,r (E) DRIVEWAY Q e . , - •. _ . y -. , _ _ � E LEGND (E) UTILITY METER & WARNING LABEL INVERTER W/ INTEGRATED DC DISCO & WARNING. LABELS s N OF DC - © DC DISCONNECT & WARNING LABELS Front-Of House �o� N Ae AC DISCONNECT & WARNING LABELS -, 0 1 Q 0C JUNCTION/COMBINER BOX & LABELS S N B NAL E Q DISTRIBUTION PANEL & LABELS 7/10/2015 igitallysigned by Nick Gordon LABELS 0 ordon L� LOAD CENTER & WARNING .:g R Date:2015 07 10.15: 5: 7 52 ®` a M p 07 0o i ,0 DEDICATED PV SYSTEM METE Q STANDOFF LOCATIONS: CONDUIT RUN ON EXTERIOR ON A TS " --- CONDUIT RUN INTERIOR GATE/FENCE HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED _ Lam._j SITE PLAN 1�8" _ 1' _ Scale: - 0 1' 8'' 16' � S J B-0 2 6 91 3 O 0- PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: \N�f � CONTAINED SHALL NOT BE USED FOR THE PISCUSKAS, BARBARA _PISCUSKAS RESIDENCE Niko Cantrell SO�afC�t�/ BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �," NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount .T e C 17 SKIPJACK LN 8.415 KW PV ARRAY , PART IZ OTHERS OUTSIDE THE RECIPIENT'S MODULES HYANNIS, MA, .02601 " ORGANIZATION, EXCEPT IN CONNECTION MATH 2 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (33) Hanwha Q-Cells #Q.PRO G4/SC 255 SHEET: ATE a SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME INVERTER. p RM. D • T: (650)838-1028h MA(617 638-1029 y PERMISSION OF SOLARCITY INC. 5087754187 PV 3 0 7 1O 2015 y SOLAREDGE SE7600A-US002SNR2 SITE PLAN / / (888)-SQL-CITY(7ss-S89) —.80lar�It"cor„ PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. S1 ZEP COMP MOUNT C � _ _ ZEP FLASHING C (3) (3) INSERT FLASHING. 4" (E) COMP. SHINGLE (1) (4) PLACE MOUNT. 14'-10" (E) LBW (E) ROOF DECKING U (2) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) (5) SEALING WASHER. A SIDE VIEW OF MP1 NTS OF STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES C(6) INSTALL LEVELING FOOT WITH WITH SEALING WASHER BOLT & WASHERS. �P (2-1/2" EMBED, MIN) MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES O N C (E) RAFTER LANDSCAPE 64" 24" STAGGERED 1 STANDOFF PORTRAIT 48"' 17": c ` y Scale: 1 1/2" = 1' RAFTER 2X8 @ 16"OC ROOF AZI 216 PITCH 33 STORIES:2 V I L ti ARRAY AZI 216 PITCH 33 Comp Shingle 9 �Q SS NAL�N6 7/10/2015 �I J B-0 2 6 913 00 PREMISE 0NNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN FINVERTER: \\`!a SolarCit CONTAINED SHALL NOT BE USED FOR THE PISC.USKAS, BARBARA PISCUSKAS RESIDENCE Niko Cantrell BENEFIT OF ANYONE EXCEPT SOLARCITY INC., TEM: j,� NOR SHALL IT BE DISCLOSED IN WHOLE OR INMount Type C 17 SKIPJACK LN 8.415 KW PV ARRAY y. TER PART TO OTHERS OUTSIDE THE RECIPIENTS H YAN N I S M A 02601 ORGANIZATION, EXCEPT IN CONNECTION MATH , 24 SL Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE nWha. Q—Cells #Q.PRO G4/SC 255 SHEER REY DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T: (650)638-1028 R (650)638-1029 PERMISSION OF SOLARCITY INC. 5087754187 STRUCTURAL VIEWS PV 4 a 7/10/2015 (688)-SOL-CITY(765-2489)DGE SE7600A—USOO2SNR2 - UPLIFT CALCULATIONS _ s . � SEE. SEPARATE PACKET FOR STRUCTURAL.CALCULATIONS. .t - ws A , CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-O 2 6 9 1 13 00 PREMISE OWNER: -0ESCRIPiION: DESIGN: _INN CONTAINED SHALL NOT BE USED FOR THE PISCUSKAS, BARBARA FISCUSKAS RESIDENCE' NikO Cantrell �„SolarC�ty BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.�r. ' NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 17 SKIPJACK LN 8.415 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS H YAN N I S M A. 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH MoouLEs _ 24 SL Martin-0dve;:Butldfng 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (33) HOnWhO Q—Cells #Q.PRO G4/SC 255 FAGE'NAM6 SHEET; REV: DATE f. Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER PERMISSION OF SOLARCITY INC. 50877541 87 PV 5 4 7 1O 2015 T: SOL— 638-105— F: (650)638-1029 • SOLAREDGE sE�sooA—usoo25NR2. `- .: _ UPLIFT CALCULATIONS � / / cam)-SOL-CITY c765-2489) —$cd°rcItY•— GROUND SPECS MAIN PANEL SPECS- GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number.Murray Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE# SE760OA-US002SNRZ LABEL: A -(33)Hanwha Q-Cells #Q.PRO G4/SC 255 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:56678918 Tie-In: Supply Side Connection Inverter; 750OW, 24OV, 97.57.; w Unifed Disco and ZB, RGM, AFCI PV Module; 255W, 231.8W PTC, 40mm, Blk Frame, MC4, ZEP, 600V ELEC 1136 MR Underground Service Entrance INV 2 Voc: 37.54 Vpmax: 30.18 INV 3 1 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER - E 200A MAI ERZICE NNEL (E) 20OA/ MAIN CPt UIT B KER Inverter 1 (E) RING TRANSFER SWITCHEA CUTLER-HAMMER fD Disconnect 4 SOLAREDGE A 40A SE760OA-US002SNR2 MP1: 1x17 240V -- _---------- ------------------ LL LI r L2 DC+ FROM N Dc I 2 _ GENERATOR GND ------------------------------------- - GEC/ ---TN DG MP1: 1x16 11 E*___ r--- J GND EGC— ------ ------tOConduit ------------- G ---------------///---------- J I - Kit; 3/4' EMT - I . N GEC TO 120/240V SINGLE PHASE UTILITY SERVICE TO MSP I I. I I I I I i PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP OI (2)Ground Rod; 5/8' x 8'. Copper A (1)CUTLER-HAMMER #DG222NR8 PV 03)SOLARE9DG #P30 -2NA OWSH4, DC to DC, ZEP DC -(2)ILSCO IPC 4/0-#6 Disconnect; 60A, 24OVac, Fusible, NEMA 3R AC P Insulation Piercing Connector, Main 4/0-4, Tap 6-14 -(1)CULLER/rMMER #DG100N8 (1)AWG#6, Solid Bare Copper S SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE Ground/Neutral d; 16FK A, General Duty(DG) nd -(1)CULLER-HAMMER �DS16FK -(1)Ground Rod; 5/8"x 8', Capper AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Class R Fuse Kit -(2)�RAZSHA2UT R Pv BACKFEED OCP Class KS (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 #8, THWN-2, Black AWG#10, P Wire 60OV, = -2 V Block Voc* 500 VDC Isc -15 ADC ® (1)AWG#6, THWN-2 Red O Isr(1)AWG #8, 1HWN-2, Red O 1 AWG#6, Sold Bare Copper EGC V - P 1 AD ILFLL ( ) i mp 350 VDC Im 2 22 C (L)AWG#6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=32 AAC (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp-32 AAC , . . , . , ,,.�))Conduit Kit;.3/4',EMT. . . . . . , . . . . . . . ...-(1)AWG#6,.Solid Bare.Copper. GEC_ . . -0)Conduit.Kit;.3/4'.EMT. .. . . . . . . . . . . . .. .-(1)AWG#8,.Ti1WN-2,.Green . . EGC/GEC.-(Q Conduit.Kit;.3/4' EMT.. . . ;:. -. . WG#10. , r EGC V =500 VDC I p=15 D (2)A PV Wire BOON Black Voc* 500� VDC Isc 15 ADC ( / ) (1)AWG#6, Solid Bare Copper mp m ADC �1)Conduit Kit.3/4'EMT. .. . . . . . . . . . . . . CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: j g-0 2 6 913 00 PREMIX OWNER DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE PISCUSKASi BARBARA PISCUSKAS RESIDENCE Niko Cantrell �. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: AOJ solarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 17 SKIPJACK LN 8.415 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES H YA N N I S, MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (33) Hanwha Q-Cells #Q.PRO G4/SC 255 SNEEL REV: pp� Marlborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME T: (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE760OA-US002SNR2 5087754187 THREE LINE DIAGRAM PV 6 0 7/10/2015 (888)-SOL-CITY(765-2469) w,.solaraltycorn Label Location: Label Location: ' Label Location: • o e 0 •o REM (C)(CB) (AC)(POI) ♦ o (DC) (INV) Per Code: _ _ Per Code: _ _ Per Code. , NEC 690.31.G.3 eo 0 0 0 e NEC 690.17.E a o o ° o- o e NEC 690 35(F) Label Location: . • o :o a „, t; - o 0 0 - TO BE USED WHEN p p p (DC)(INV) °• ISO a o --o o ° n :o o s s INVERTER IS D O Per Code: : UNGROUNDED NEC 690.14.C.2 f) Label Location: Label Location: - e o 0 0• -o o Cp (POI) .e _ (DC)(INV) Per Code: I _ •- o - o o Per Code: NEC 690.17.4; NEC 690.54 NEC 690.53_ - - -o e e e o° _ _ o ,s. -o a e.e e • '. _ Label.Location: n ♦ o (DC)(INV) j. � "" • 9 Per Code: r . - ° ° NEC 690.5(C) • o- a -® n e a Label Location: -o e e • O (POI) Per Code: NEC 690.64.B.4 _ Label Location: ♦ e (DC)(CB) Per Code: _ Label Location: -• ee _o o NEC.690.17(4) (D)(POI) :o •• e Per Code: 11�Q;=-o o ®; . NEC 690.64.B.4 i o �. -e o Y Label Location: Wty ♦ o ( (POI) _ _ Per Code: ° NEC 690.64.B.7 Label-Location: o o ■ O O O U►nln� (AC)(POI) 093 o - o (AC): AC Disconnect D O Per Code: oe - -- (CB 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 •- p CAC (POI) (LC): Load Center Per Code: (M): Utility Meter. p NEC 690.54 (POI): Point of Interconnection CONFIDENTIAL- THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR �Ibb$�j 3055 Clearview Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �- San Mateo,.CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S'ORGANIZATION, Label Set �� T:(650)6384028 F:(650)63871029 E] EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE ,. solarrift (888)-SOLCrrY(765-2489)www.e0Iardty.COm SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. r 13 `' ® Next-Level PV Mounting Technology ',SolarClt Z Solar Next-Level PV Mounting Technology �r�SolarCity I ZepSolar 9 gY Y I P . Zep System Components for composition shingle roofs roof Ground ley. Intedock_ lei eMvn+l . _ '" Zcp.CcmPalmlc PV Mod 1. ZcP Groove - Rqut Attachment _ ram,".ti ,:�,.,.�• _._ - -.-':� - i a- Description v PV mounting solution for composition shingle roofs F`coMPpt*1w Works with all Zep Compatible Modules • Zep System UL 1703 Class A Fire Rating for Type 1 and Type 2 modules Auto bonding UL-listed hardware creates structual and electrical bond V� LISTED Comp Mount Interlock Leveling Foot Part No.850-1345 Part No.850-1388 Part No.850-1397 Listed to UL 2582, Listed to UL 2703 Listed to UL 2703 Specifications Mounting.Block to UL 2703 "� Designed for pitched roofs �•' Installs in portrait and landscape orientations • Zep.System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 • Zep System bonding products are UL listed to UL 2703 Engineered for spans up to 72"and cantilevers up to 24" Zep wire management products listed to UL 1565 for wire positioning devices Ground Zep Array Skirt,Grip,End Caps DC Wire Clip Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565 ETL listed to UL 467 850-1467 zepsolar.com zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about 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 its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely- each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of Zep 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.com. - 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 1 of 2 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 2 of 2 C solar=ooSolarEdge Power Optimiier � ; =qq Module Add-On for North America o i P300 / P350 / P400 SolarEdge Power Optimizer. • : O ,. { "'f..,' "r .a P300 r P350 P400 f +.- x - r 60-cell PV (for 72-cell PV (for 96 cell PV 9 Module Add-On For North America i (fomodules) modules) modules) P300 / P350 / P400 INPUT Rated Input DC PoweA`I 300 350 400 W - 1 V 7 Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60. 80 .............................. ............... .. ....... ...... - .. ... ... .. .c - , `- MPPT Operating Range 8 48 8 60 8-8.. - Vdc -. Maximum Short Circuit Current(Isc) .., 10 Adc max:- ......DC Input Current i 12.5 Adc Maximum Efficiency .... - ...... 99.5 ... .... ... • ,. ''°+,n.. • Weighted Efficiency. .. _ .•z,.: ....... . 98I I 8 :, ..... Overvoltage Category . %...... .. _ - + - OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Current ... .... ... _. ......... .. 15 _....... .. 'A ... _ maximum ..... .. .. 1 .. Maximum Output Voltage 60 Vdc )OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer - 1 _- Vdc iTTANDARD COMPLIANCE (,.r••-y•1 - EMC.. ..... ... .. ,........ _____FCC PartlS Class81EC61000-62 1EC610006,3,...... ............. x '- .. p` •-' Safety IEC62109 1(dass.11 safety),UL1741 :.c• _ ... .. .... ... .. ... RoHS:.. 5 n.. Yes _ - -' -. ,• 'gym. � � - - � - -' + •,"'INSTALLATION SPECIFICATIONS,, Y' -' 'l _Maximum Allowed System Voltage' _ 1000 - .. ... ........ .. ....... .. ..... ... .. _............ ._._.. a• - - -! - s+ -Dimensions(wx Lx H) 141 x 212 x 40.5/5.55 x 8.34 x 1.59 mm/in - r .. ....... ..__. _...-.__. ........ ...... .... ....... .. ...... -- - Weight lindudmg cablesl, 9S0/2.1................ .... gr./.Ib..: - .. . ................... • .. - - Inpu[Connector ` MC4/Amphenol/Tyco - ..O[p t W. ...... .. ....... .......... ...... ...... .......... .. u u ue Type/Connector1. Double Insulated Amphenol Output Wire length. ................. 095/30 I .12/39.... )_ Operating Temperature Range � ....."................ ............. ....:40. 85/40 +185 .:... ......... ..C/F., ' IP65/NEMA4 . <: -. ...... .................. ... .. ... .......... Relative HumidityW. ... ...... .... • - a '; b R.-STC power of the moEule p,..5% .. t i MaEule afu power tolerance all a • - � 24' - 3 s - PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE . - "` - INVERTER SINGLE PHASE 208V 480V PV power optimization at the module-level min lmumStringLength(PowerOptiml2ers) g io is Up to 25%more energy - - Maximum String Length(Power Optimizersl._._.... .... ...... _25.. ,,... .25,. ..SO. ........................ .. ... ....... .. .. .. .. ... .. ......... Maximum Powerper String- 5250 6000 12750 W Superiorefficiency(99.5%) - .................................................................................... ........ .. ....... .... ... .. ....... ........... ..... .... ..... ._ - Parallel Strings of Different Lengths or Orientations Yes Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading " " '" "' "' """' - Flexible system design for maximum space utili2ation ,_ _ - ...:. • — Fast installation with a single bolt fix; „M.ar„ :„:' ,r;3ir,,„a .. i f`a Next generation maintenance with module-level monitoring - - - - - •a`IY, _. Module-level voltage shutdown for installer and firefighter safety - • - 990 USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA ' ISRAEL - AUSTRALIA WWw.50Iamdge.u5 s]JIMb�a�/9Re-`41�d4d3 - c.span i nm • e MECHANICAL SPECIFICATION Format 65.7 in x 39.4in x 1.57 in(including frame) (1670 mmx 1000 mm x 40 mm) - � ,- - Weight 44.09 lb(20.0 kg) Front Cover 0.13 in(3.2 mm)thermally prestressed glass p with anti-reflection technology �.+-,.. Back Cover Composite film •�� Frame Black anodized ZEP compatible frame Cell 6 x 10 polycrystalline solar cells -��' �•"�3 - - Junction box Protection class IP67,with bypass diodes �,•�.� �P„ - Cable 4 mica Solarcable;(+)a47.24in(1200 mm),(-)a47.24in(1200 mm) �xn,1e�, o•,,,•°•,,H . Connector MC4 UP 68)or H4(IP68) '^•ram•-^j--e- ELECTRICAL CHARACTERISTICS lI PERFORMANCE AT STANDARD TEST CONDmONS(STC:1000 W/m2,25'C,AM 1.5G SPECTRUM)' POWER CLASS(+5W/-OW) IW] - - 255 260 265 - Nominal Power P_ IW] 255 - - 260 265 • , • t ,.. 1 �. , ,. Short(.'IfCeit Current - - _ -. Iu [A] - _ _ 9.67 j .- 9.15- 9.23 Open Circuit Voltage Vo, IV] 3Z54 -: - 3Ti7 38.01 - - Current at P_ I_ [A] 8.45 � � 8.53 8.62 , Voltage at PAP-_ VryPP -IV] 30.18 30.4( °-., _. 30.75 _ _. The new Q.PRO-64/SC; is the reliable evergreen for all applications,With _ t Efficiency(Nominal Power) n I%] a15.3 a15.6 a15.9 '-" � PERFORMANCE AT NORMAL OPERATING CELL TEMPERATURE(NOCT:800 W/mx,45:WC.AM 1.5 G SPECTRUMP - a black Zed Compatible'-" frame design for improved aesthetics, opti- _ � f N I POWER CLASS(+SW/-OOW) IWI 255 260 265 - - mized material usage and increased safe The 4 solar module enera- _ __ _ _ g ty. g - - - lion from Q:CELLS has been optimised across the board: improved output I Nominal Power _ v 4 - P� [w] 188.3 - - 192.0 - 1T.47 P p P Shart Circuit Current Isr [A) 7.31 7.38 7.44 yield, higher operating reliability.and durability, quicker installation and Open Circuit Voltage V°x v IV] 34.95 35.16 _ 35.38 , more intelligent design. 1_ CorrematP.,, I;, tA1 6.61 6.68 6Ji Voltage at PwP V_P IV] 28.48 28.75 29.01 Measurement tolerances STC:x3%(Pm,°);x 10%(I,�,Vim,I.,,,V,P) 'Measurement tolerances NOCT.x 5%(P_);x 10%0,=,Vim,I.".V-) INNOVATIVE ALL-WEATHER TECHNOLOGY PROFIT-INCREASING GLASS-TECHNOLOGY r _ ,. O CELLS PERFORMANCEWARRANTY PERFORMANCE AT LOW IRRADIANCE w r •Maximum yields.with excellent low-light Reduction of light reflection by:50*6, oca At Ieast 97%of nominal power during fist year.Thereafter max.0.6%degra- and temperature behaviour. plus long-term corrosion resistance due a" _ .• - . e ----- dation per year. •Certified fully resistant to level 5 salt fog to high-quality At least 92%of nominal power after i 10 years. •Sol-Gel roller coating processing. W At least 83% nominal power o f p after W c f0--- -- -- -- ---' -- --�--- ENDURING HIGH PERFORMANCE f o 25 years. u _ 1----__--- •Long-term Yield Security due to"Anti EXTFNbED WARRANTIES All data within measurement tolerances. Full warranties in accordance with the PID.Technology1,Hot-Spot Protect; •Investment'security.due to 12-year warranty terms of the O CELLS sales m IRRADaNCE[WA°°l i organisation of your respective country. and Traceable Quality Tra.Q`m. product warranty and`25-year linear . • n The typical change in module efficiency at an irradiance of 200 W/m2 in relation •Long ermstability due to VDE Quality_ performance warranty2, to l000 wim2 roem at zs°C and AM 1.5G spectrum)is-2%(relative). bum° 4 Tested-the strictest test program.._ TEMPERATURE COEFFICIENTS(AT 1000 WAN2,25°C.AM 1.513[%/Kl SPECTRUM) • ;•QCEI�S Temperature Coefficient of lu a . .- +0.04 Temperature Coefficient of V. [%/K] -0.30 o - ,. - O -SAFE ELECTRONICS TOP eaaho.er Temperature Coefficient of Pm, V [%/KJ -0.41 NOCT [°F1 113 t 5.4(45 t 3°C) w YSTEM •Protection-against short circuits and n - t t DESIGN thermally induced power losses due to, 2014 Maximum system voltage V,,, IVI 1000(IEC)/600(UL) Safety Cuss Y II _ breathable:)UOCtIOn box and Welded - Maximum Series Fuse Rating - [A OC] 20- Fire Rating C/TYPE 1 'e Max toad(ULP - [Ibs/tt2] 50(2400 Pa) Permitted module temperature -40°F up to+185°F an continuous duty (-40°C up to+85°C) p PSMnn Load Rating(61.)2 _ _ Ilbs/f"I 50(2400 Pa) 2 see installation manual a tansy Testoa gCEULt QUALIFICATIONS , CERTIFICATES PACKAGING INFORMATION iMu moO,u m/7'' .. .,°•n.,.Q°'.�' UL 1703;VDE Quality Tested;CEtiomplianti Number of Modules per Pallet - 25 """`� •�°2� IEC 61215(Ed.2);IEC 61730(Ed.l)application class A - •' Number of Pallets per 53'Container 32 THE IDEAL SOLUTION FOR: aMR41 /♦/� Number of Pallets per 40'Container 26 Rooftop arrays on - ( E P� j residential buildings G�MPgT/e - D E ` \ C u„„us W Pallet Dimensions I x W x H) 68.5 in x 44,5 in x 46.0 m - gS N�Q �� y .vO• _ (1740 x 1130 x 1170 mm) jPallet Weight 1254 lb(569 kg) ' APT test conditions:Cells at•1000V against ultded,with conductive metal foil wvered module surface, �t^.o w NOTE:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use of ._(Ito, roMPFr this product.Warranty void it non-ZEP-certified hardware is attached to groove in module frame. 25`C,168h x See data sheeton rear for further information. - 8001 I vi CELLS ter Corp. - a 8001 Irvine Center Drive,suite 1250,Irvine CA 92618,USA I TEL+1 949 748_9 96(EMAIL q-cells-usaHgtells.com I WEB www.gtellsus Engineered in Germany QCELLS Engineered in Germany M CELLS i - • it - _ Solar r' 0 0 Single Phase Inverters for North America s o I a r a 0 SE3000A-US/SE3800A-US%SE5000A-US/SE6000A-US/ �n � SE760OA-US/SE10000A-US/SE1140OA-US SE3000A-US SE380OA-US SESOOOA-US SE6000A-US I SE760OA-US SE1000OA-US SE11400A ` IOUTPUT - 1 SolarEdge Single Phase Inverters Nominal AC Power Output 3000 3800 5000 6000 7600 100 OGa1240V• 11400 VA 5400 @ 208V 10800 @ 208V • '• n' (j ',i Max.AC Power Output 3300 4150 5450,@240y. ..6000 ". 8350 10950,@240V, 12000 VA• •. - - - . 1ur..r1 .. .. _ For North America - _ - ..AC Output Voltage Min Nom:-Max:,;. ....... , - ,I. 183;208-229 Vac .... SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ ( ACOutp�tVoltage Mir.Nom.=lvlaz.i" ✓... ✓... .. - 211-240-264 Vac SE760OA-US/SE10000A-US/SE1140OA-US ...,.... '1 AC Frequency Min..Nom:Max.10 •.•....59.3:60.60.5(with Hlu ng 5 contrysetti7:60-60.5) ....Hz "'• 4 208V 48 208V 2 @ 47.5 A • � Max Continuous Output Current - 12.5 .16 32 - 25 I , .(..21 @ 240V 42.('°.240V. I GFDI Threshold.... .................. .... .... _ .... A. • _ Utility Monitoring,Islanding Protection,Country Configurable Thresholds .Yes Yes �bverte�`•«.,41 ;,, - .... ' ' - Maximum DC Power(STC) 4650 5100 6750- 8300 10250 13500. 15350 W ........ ... :....... ....... .......... Yes ". -` T2nsformer Iess,.Ungrounded ... .......... ... _ ....... ..........500:........ ......... ... Vdc.... .................. Max.lnput Voltage ............ ... .......... .. ........ ......... .... ...... .... .. ..... .. .... .... ... e_m - • ; ........ �325 208V/350 @ 240V ...Vdc Watran�Y fit; ....... t," .... .... teg_ ... .... ..16.5 @ 208V ....�. Nom.DC Input Vol e .,�+e eN�� -�• ' '"" Max.Input Currently 95 33 18 23 34.5 Adc ... ............... ...:. •�.15;5.@_240V.� ... ....... 30,5,Gal.240V..�.................. :........... .,• 72 - - Max.Input Short Circwt Current :Adc - .. -Polarity PReverse ........ Yes .. .... .. .... . ...... ....... ............. ..... ... ..... ......Ground-Fault Isolation Detection - tivity..."..., ."., .... .. - ...c....... ..o a i.... etec... .... :.... . ...... .. .. .. kn Se ... Maximum Inverter Efficiency ."","97.7 ...98 2 98.3 00 98 3nsi -98„ 98 - „98 .-. - �;. ........................................... • i .. '97.5 @ 208V. . ............L. .. ..... ...97 @ 208V... CEC Weighted Efficiency 97.5 98 I -97.5.. 97.5 97.5 % ..... ... 98<�540V.. M .... .... ..... V<4.. ........... Nighttime Power Consumption •�•� _ I ADDITIONAL FEATURES - i Supported Communication Interfaces -RS485,RS232,Ethernet,ZlgBee(optional) ........... ....m. .......... . .-.. .. ... .... .. .... _�, ^ • '` ' ..Revenue Grade Data,_AN51 C12.1 Op......1. - Rapid Shutdown—NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installeclM STANDARD COMPLIANCE. _ - . .onne..o ... 161EEE1547 98 Emissi l- Grid Connection Standards „..•........ .... ,,, ., ...... .. ....... "."" UL1741, CSA 22 2 ..... ::: ........: ............ -..FCC art15 classB - - -1 INSTALLATION SPECIFICATIONS p " . °r.} •i;. c. • ,.> .;,, ,I AC output conduit size/AWG range 3/4 minimum/16 6 AWG 3/4 minimum/8 3.AWG - .- ..:..... - ... ... ........ .......... ... .......... 4 minimum 1-2strings/,. DGinput conduit size/#of strings/- - 3/4"minimum/1-2 strings/16-6 AWG 3/ / - . t AWG.rang?..:.......... . ..... 14-6 AWG .. .. Dimensions with Safety Switch 30 5 x 12 5 x 10.5/ in/ m. ................................ ............. .... - .30.Sx125xA2/775x315x 184 x315x260 m .. ..... 75. .. .... Weight with Safety Switch - 51.2-/.232...........I 54.7/24:7... ... 7�88:4/.40:1.......... -Jb/.kg. ..........w..........................:.... .. . Natural - �+:c•.-- ,.�..,... __ .�.�,c ' - - convection . m `' -^'"' �s^^•''"`°- `•r"`� �. - Cooling - - Natural Convection and internal r Fans(user replaceable) . . ... �. > fan(user The best choice for SolarEdge enabled systems r?alai?agle). . .",_• 0 b Y Noise <25 <50.. ... ........... Integrated arc.fault protection(Type.1)for NEC 2011690.11 compliance Min:Max.Operating Temperature -13 to+140/-25 to+60 40 to+60 version available(s)) -F/'C - ! Range ... ........ ...... .. ..... . Superior efficiency(98%) ... ...Protection Rating ........ ...... .. ... .. .. NEMA 3R Small,lightweight and easy to install on provided bracket 'y For other regional s tti g pi g support.contact inverter - Built-in module-level monitoring - 1y R—enueher currengrades vertsourex may be used;the inverter will limi760 Wit'in eter:SE76tothevalues stated. 13I Revenue grade Inverter P/N-SExxxxA-USOOONNR21(or 7600W Imerter.SE7600A-U5002NNR21: ' g Rapid shutdown kit P/N.SE1000-RSD-Sl. Internet connection through Ethernet.orWireless Isl. - } 40versonP/N"SExxxxA-US000NNU4ifor7600Winverter.SE7600A-US002NNU41. , Outdoor and indoor installation I i Fixed voltage inverter,DC/AC conversion only Pre-assembled Safety Switch for faster installation . Optional—revenue grade data,ANSI C12.1 n sunsPEc 0 USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solareclge.us o � ' P 2 EXISTING DWELLING A2 SCALE: N.T.S. 12-0" 00 E X 1 8 T I N G DECK - ,ter ': `aF3- 'sf a3 'Y}y.^' 21 K EXISTING 51 , a " DWELLING NO € * - THE PISCUSKAS "fill * : NOMINAL TRUST BARBARA PISCUSKAS � TRUSTEE -iga MAP 213 PARCEL 091 PARCEL EXTENSION 003 BOOK 20161 PACE 340 _ (3)2x8 PT"'SP � L � d w I IQ L � U �p 2,v8:12 PITCH -i IL c; ® EXISTING (L L SKY LIGHT � r I X L � r W EXISTING .4 I ROOF RIDGE 8.12 PITCH Q = I Y4xS—Y4 2.OE LVL RIDGE BEAM CONTRACTOR J I TO CONFIRM r"-,� L Wr EXISTING L SKY LIGHT U- r Q Q 2-4:12 PITCH Q L a cv ® (Fj r A.iArY I / / r � L 1 LOUTLINE OF SUNROOM BELOW \ ri (3)2x8 PT SP PROPOSED OVERHANG �7 = OL z y zz 73z w ° 0 0 LIVE LOAD DEFLECTION = L/1480 (-0.2S2") (K.F V Ul Zw Mco � � ijN - O w m — "uu ' $\ (3)2x8 PT SP FLUSH B d)EAM J a,Q j Q N � 04 L / J SIMPSON STRONGTIE w U T e p ZMAX JOIST HANGER w p z Q , EACH END (TYPICAL) w U ui (q L J Up a- co4D 2x10 PT SP Zdr uQ9 IL Q F LEDGER BRD. Z z — u- w HT N L J SEE DETAILS p JW L 4G Z CH :TOR / :IRM J z N L J x Q — W tQ ++tt 3 d) �- J 4T LL , Z Z cp aL z Y J L Q ^ L (3)2xS PT SP FLUSH BEAM 1-5 Q O � 2 FLOOR FRAMING �NCB �'L�4N S1 SCALE: 1/2" 2 1'-O" - - z Q LL z LLI O � z � } z JZ wLL. Q ROOF L,4*rOUT FLAN 51 SCALE: 1/2" - V—O" I 1/2"mx4" MIN. GALV. LAG BOLTS w W' O.G. O STAGGERED WITH SIDING .9 WASHERS WEATHER-RESISTIVE SEALANT BARRIER METAL FLASHING �.� USE BEARING PLATES, WASHERS, OR PREFAB SPACERS TO O�� O ALLOW FOR cv DRAINAGE / USE STAGGERED BOLTS OR SCREWS �I3 O moo/ I sT WOOD STRUCTURAL $ PANEL a TREATED LUMBER o. I a SIMPSON 5TRONGTIE LEDGER BOARD MAY REQUIRE INSTALLATION IN H.D. GALV, JOIST HANGERS EXISTING CONCRETE FOUNDATION, DO NOT USE ALUMINUM FLASHING IN COMBINATION WITH ACQ TREATED WOOD, 3 LEDGER ISOMETRIC DETAIL rZN LEDGER SECTION DETAIL S1 SCALE: N,T,S, S1 -SCALE: N.T.S. 1 1 S2 I 12'-O .00 I EX I S T I N G DECK 2141 1281 2141 Q 2 S2 Ll 4x4 Q WOOD TWREE SEASON ROOM POST FLR. l YA" LOWER THAN EXISTING x lU 4 r 2141-2 2147-2 12'-0" CONT.-VENTED RIDGE I-3/4x9-Y4 ZOE LYL RIDGE BEAM OF H.D. GALVANIZED METAL RIDGE STRAPS sT EA. PAIR OF RAFTERS ARE REQUIRED IF ED COLLAR TIES ARE NOT INSTALLED OF (2)I3/4xl Y4 2.OE LYL RIDGE BEAM I (OPTIONAL) �N TIE TYPICAL COLLAR TIE 'C' N4 COL R s 6 O.G. ARE 4M FOR FLAT SECTION OF �S EXISTING EXISTING .. ,U GEILINcx. SKYLIGHTSKYLIGHTS SIT � INSTALL TOP OF 2x4 FLUSH WITH BOTTOM OF RIDGE BEAM XISTING FACIA EXISTING FACIA Fr TOP PLT, TYPICAL EXTERIOR WALL CEDAR SHINGLES, 5 EXPOSURE r 1/2" APA RATED SHEATHING, SPAN 16", EXPOSURE I 2x4 WOOD STUDS 0 1&" O.G. BUILDING WRAP (TYPAR OR EXISTING SLIDER APPROVED EQUAL) R-13 FIBERGLASS BATT INSULATION (OPTIONAL) EXIST. TOP OF 1/2" DRYWALL BOARD, TAPED, FIN. FLR. SUBFLR, COMPOUNDED 4 SANDED (OWNER TO SELECT FINISH) 771 -1 I t-1(1=1 I I=_�f -1TI-1TI=_I 11= _1Tf- I-1T1-1Tf-1Tf-1T1= I �m-mm-1Ti DTI i I��f( i1�I I-1 I f=iTi�Tf ( I I� �Tf I -1TI�iTf-li1 �i{�T(=1 i=>i(=1 TYPICAL SONOTUBE FND =,jjL� 1 1 L.LIJ= � LULU=.11L� � t- I O # CONCRETE FILLED SONOTUBE I WITH 2-05 VERTICAL SIMPSON STRONGTIE STANDOFF BASE CONNECTOR BIGFOOT SYSTEMS FTG. I I I ( I (3) BF24 UNDER LEFT SIDE (GABLE END) 2-05 EWB FOR FTG. / — NOT ACTUALLY SEEN IN THIS VIEW TYPICAL VAPOR BARRIER INSTALL 6-MI POLY VAPOR BARRIER NOT ACTUALLY NOT ACTUALLY UNDER SUNROOM, LAP JOINTS 6" MIN, SEEN IN THIS SEEN IN THIS 4 TAPE/SEAL JOINTS, VIEW VIEW f EXISTING ti SKY LIGHTS FLUSH F RAKE 1-3�4xg—Y4 2.OE LVL RIDGE BEAM POST END OF RIDGE BEAM DOWN TO FND. WITH 4x4 (2)2x8 W/PLYWOOD FILLER r CONTINUOUS HEADER Jx 4 TYPICAL EXTERIOR WALL CED R S NG 5 EXPOSURE I/2" APA RATED SHEATHING, SPAN 16", EXPOSURE I 2x4 WOOD STUDS w 16" O.C. BUILDING WRAP (TYPAR OR APPROVED EQUAL) R-13 FIBERGLASS BATT INSULATION (OPTIONAL) 1/2" DRYWALL BOARD, TAPED, COMPOUNDED 4 SANDED (OWNER TO SELECT FINISH) EXISTING -7%S" STEP DOWN FROM FIN. FLR. EXISTING FIN, FLR, (3)2x8 PT SP 2x8 PT SP FJ 0 16" O.C. FLUSH BEAM e TYPICAL LEDGER _ _ _ _ _ 2xIO PT SP LEDGER BIRD. i I I I�i iI I Ii DTI I Iy i il�� i iI i=i III-iI III I II II IN I=1I I=1 11=III=1I-III=1I 1=1I I=)I I=1I 1=1I I-1 11=1I I-III=1I 1=1 I r4 I-1 11=1I 1=III- SEE LEGER DETAILS �,--Tim 6 MIL POLY VAPOR BARRIER ° =3 TYPICAL SONOTUBE FND Q 10 m CONCRETE FILLED SONOTUBE � z E WITH 2-05 VERTICAL SIMPSON STRONGTIE STANDOFF BASE CONNECTOR BIGFOOT SYSTEMS FTG. l3) BF24 UNDER LEFT SIDE (GABLE END) 2-05 EWB FOR FTG. 2 TYPICAL SECT oe S2 SCALE: 1/2" TYPICAL RIDGE CONT. VENTED RIDGE 'YICAL ROOF 13/4x9-Y.4 2.OE LVL RIDGE BEAM -4 Wl 4D R T G N.D. GALVANIZED METAL RIDGE STRAPS HELD INSTALLED 1 6 EA. PAIR OF RAFTERS ARE REQUIRED IF _-__R ENTIIQ;: onna