Loading...
HomeMy WebLinkAboutBuilding Permit # 1/25/2016 (2) I BUILDING PERMIT caoRro-� qq ®��.LLED TOWN OF NORTH ANDOVER ... APPLICATION FOR PLAN EXAMINATION o `a m Permit No#: Date Received �RACareo �SSAC Ht15�� Date Issued: j 1 ORTANT: Applicant must complete all items on this page ty ../r. 1 � r I aril ry if'" ✓f;rj r 5r,,`-`rt x�ft�`�rr' "' 1 f`; t y i ,.,,.r 1 Y l� r , „ys ��..., s r��r ra'„..k jr rs „wl'`��' &,, z”"zr �r='�''x' �` � `" :r 3 ,.r�`,j+,t'Im".r ly r :;.:I P .r � z � .�F�✓�,;rr�,�`�it.r:r✓`'a ��6�'^s���.. fj !r' ,�1fr-�'';;`✓r. -, � r'.ti'.r, fr""% - r r..e s. �+, _ .� �t .rrr' r x t�r� %r ;:,r r ,,+s,r .: � r j y �..,rrt >�'`'. rf�:� �.vf',x�;rrxY r.r',�.: �7>�>r;�'.,J .�,.';x;' ,.��," �{f, �°' .�.ra .�/�l- .;1 ,r/'✓�`j"r.,(r`l�u Ydr"v5'��t ff a' ,�dx�l,f'.r;�r c' rur, r r.-s ,rr-'r't;r r. ,,, �; ,,�. r � ay: .f✓:. ,�`'r. P "W i 2..7 Vit'"e ri`Il „'�r J r'/r::.�,'�,�%r�1..fP' ..�""� �r�.. r s` ,:I�zy +ifi�J"�, .Ji''�'" ,,:frr' .,.txe�"�'i�r ,.-:^ 'sJ �xt�w-'^� �'a ""„ .; r�r,'.s r ,� �r' `'�,�' tr"•r"r� �cr�E� r f. :,;_ ;, � t �, ,� '`,f'r`"Nr� �°� f Y,�F'%'1'" .-.,;''. rx r / P nt r¢ r 100Yeac,Structure esir�r no .�, vrs,wf {fr"sr� tt' u' �_ ra r 1, +dC✓'�r�'r x � �� rfv ^,;,. � ( r zl' r,r/•sr�`� �``r:.r r �It a'lzr�3 �,'` �f ,r x PPRCEL i,,. : " fZONING DISTRICT j Histone Distract& , f yes r ;� R � ,` ne Sfhop Village rrx yes no 7 Machi TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building i] One family t Z�vl L❑Addition El Two or more family El Industrial❑Alteration No. of units: 11Commercial � ❑ Repair, replacement ❑Assessory Bldg ❑ Others: V ❑ Demolition ❑ Other ' F ❑ Septic ❑Well ❑ pFlo lai n Wetlandd od ❑ s ,❑ ,Watershe Distract ❑,Water/S`ewer` � r r r =� r xr / DES RIPTION OF WORK TO BE PERFORMEDd n , Baur r,� �s on.4 ro�� �� � '�x � , 69 11.7, , v arjLWA 46be ' 0+ e:�?I -a ctr I c(A 1 5qs fie, M Identification- Please'Type or Print Clearly OWNER: Name: arl -i LUI Phone: Address: C' O rq► w� r �}a � z Contractor Name C ._thlr' .,, ,, Phone Email ,f i + r �r I r , r /�ddre$S✓torr x tf �� � l� s f i r� f J � �� jr�r�l r �f�ir rirr3�r 5�r� m�r���r rr r/ r r a JI t ,.::,I r�,.:,;�r,s.")r"t� t ,rr�vr'yf/,5�.,,<ry � �ir,,,✓rlr r..,$ r �„^1 f x r�” r r ,t� `�'r,... "r y�r1f,, �'�r a� '°� x9 �1��,,,�s„'"� �df�� r r s ,g r F f ARCHITECT/ENGINEER /I9 �' U rC Phone: Address: C ra rVj e vi ScAQ eg. No. FEE SCHEDULE:BULDING PERMIT.-$12.00 PER$9000.00 OF THE TOTAL ESTIMATED COST BASED ON$925.00 PER S.F. Total Project Cost: $ C)o C) FEE: $ Check No.: Receipt No.: NOTE: Persons contracting wAh-yen egistered contractors do not have ceeeess t the giYar ty fwd Signature of Agent/Own Signature ofcontract r Rig Cnnrm4nwealah oflFf=ucl:usetts Deportment trflndustrialAccNents Office of Invest1gadens X Congress Street,Suite 100 Aosion,MA 02.114-2017 ruww.massROMdia Workers'Compensatio-a Iimurance Affidavits)> uiltlt~xt7/C4 trdclvrs/ElrctriCians/Plumkers Al2p&ant Info nation Please Print Le ib1 Name(Business(Orga.viizationlindMdu4): Sola rCity Corp. Address: 3055 Clearview Way City/Stateaa : San Mateo CA. 94402 Phone#: 888-765_-2489 Are you an employer?Cheek the appropriate box: Type of project(required): 1. ✓1 aril a employer with 5,000 4. 0 1 ain a general contractor and i employees{full and/or part-fiiine},', have hired the sub-contractors New construction 2.0 1 am a sole proprietor or partner- listed on the attached street. 7. Q Remodeling ship and have no employees These sub-cotrtractors have g, ©Demolition working for the in any eapacity. employees and have workers' cam i 9. �Building addition o workers p,insurance camp,insurance. required.] 5-. 0 We are a corporation and its 10.E]Electrical repairs or additions 3.[l I am a homeowner doing all work off cors have exercised their 11.©.Plumbing repairs or additions thyself. (No workers'comp. ;°iglu vi Gxcu2Ntiui:pw MGL 12Q Roof repairs insuraoce required)t c. 152,§1(4),and we have no employees.[No Workers' 13[DOther Solar/PV camp.iosurance required.] *Any applicant that cheeks box N i must also tilt out th*section belowskowists]heir workots'eampettsatian paliay inibrrnation. I Homeowners who submitthis altldAvit indicating]hay are doing all work and than hire outsitt^.eontractm;must submit o new Affidavit indiaatlngsaeh. tCanteaetom that check this box must attached on additional sheat showing the mato of that mb•contractora and state whether or not those entities have employees. If thasub-contmotofs have tinployceg.they must ptavidobeir workers'comp policynumbm Y amt art OhIPloyer that is providing workers'Cornpetisation imsitri mee for my employs es. Below is the policy unit job site htformation. Insurance Company Name: Zurich American Insurance Company Policy#or Solf-ins.Lic..#: WCOi 1182015-00 Expiration Date:9/1/2016 n Job Site Address: Il I-C-) , LO �� city/State/zip: A r jm Over,� C) ��5 Attach a copy of the workers'campen$ation policy declaration page(showing the policy number and expiration date). Failum to secure coverage as required under Section 25A of MGL o. 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or one-year imprisonment,as well as civil penalties in the forth of a SCOP WORK ORDER and a fine of up to$.250.00-a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of 14a DIA for insurance coverage verification. Ido hereby cert6 ander the pants andpetralties pfperjury dent the htformatlonprovided above is trite and correct. Fh tle t#: Of,'icial use oNly. Do riot write lir flus area,to be cvaipleted by city or town offieldt. City or Town: Perrnit/Lieense# Issuing Authority(circle one); 1.Board of'Health 2,wilding Department 3.City/Town Clerk 4,Xlectrical Inspector 5.Plumbing Inspector b.Other Contact Person; Phone#: Atli DATE17/201BJNYYYy =eLr' CERTIFICATE ®F I..�A�31�ITY INSURANCE osrl7fza5 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 13Y THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER - CONTACT MARSH RISK&INSURANCE SERVICES NAME PHONh ._..._... .. .... .... . ... . ..... PAX_...._._ .._._ ....--'--'---- 346 CALIFORNIA STREET,SUITE 1300 (1L+c.No,E¢):.... -----.._ .__ .._ ........... .. .._.. ....t!VG No1:........_.. ._.......................... CALIFORNIA LICENSE NO,0437153 EMAIL SAN FRANCISCO,CA 94104 aDP..R�66. ..... .... ........ _.._..— - -----------— Attn:Shannon Scott 415-743.8334 INSURER S A 4 _.__. () FFOROING COVERAGE � NAIC if 998301-STNO-GAWUE-15.16 INSURER A:Zurich Amorican Insurance Company t6535 INSURED INSURER B:NIA ;NIA SolarCity Corporation - -... .._....... ... .. .. . ... ... t.. 3055 Clearview Way -INSURER.C:NIA NIA San Mateo,CA 94402 _INSURER D.-American Zurich Insurance Company .40142 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER, SEA-002713836.08 REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR_CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS- 'PGL{OYEFF POLICY EXP_?.. ..._...-- --...._._.. ...... ._.. ..._. ....._.. .... LTR I TYPE OF INSURANCE POLICY NUMBER IDDNYYY MMIDDIYYYY I LIMITS A X COMMERCIALGENERALLSABILITY j IGL0018201601} 0910112015 TM01112016 EACH OCCURRENCE :5 3,000,000 CLAIMS-MADE X t OCCUR GE TO RENTED - -- - ..... PR£MI$ESiEaoccurrence�--..__$. . X 51R:5250,000 i MEEXP(Any ono porson) $ _i...._............. ..... 5.000 D F...._......... .. _.000 I PERSONAL&ADV INJURY S 3,000,000 GEN'L AGGREGATE LIMIT APPLIES PER ( 6.000, , ,GENERAL AGGREGATE 000�$_ _ _ POLICY' PRO- LOC PRODUCTS-COMPIOP AGG :$ 6,000,000 X JECT i. .-. OTHER. $ A AUTOMOBILE LIABILITY 'BAP0182017.00 `0910112015 :0910112016 COMBIN D SINGLE LIMIT :S5.000,000 XANY AUTO .....I ALL OWNED - SCHEDULED , tBODILYINJURY(Potperson) S. ....... ......... .....___ X X '. 'BODILY INJURY(Per accident);$ }...a AUTOS AUTOS + ......... ------- X NON-OWNED 4 PROPERTY DAMPtGE F... - -.. _ _....._...._.._..._..... X HIREOAUTOS t X.1 AUTOS �.{Peraccidantj- I COMPICOLLDED- $ $5,000 UMBRELLA LIAR ' I i OCCUR i EACH OCCURRENCE S i EXCESS LIAR 'CLAIMS M.4p1: ! .AGGREGATE S.. ._ _ DED RETENTION$ I _ S D IwORKERscOMPENSATION WC0182014.00(AOS) 0910112015 09101/2016 X 'STATUT> i ETH- I AND EMPLOYERS'LIABILITY I 4--i---- - - -.;......:.. .......1... _..._..._....--.-- A ANY PROPRIETORIPARTNERIEXECUTIVE YI N I �WC0182015.1)0(IY4A} 09)0112016 09101/2016 t EACH ACC1pENT I$ 1,000,000 OFFICEWMEMSER EXCLUOEp9 ®;N/Ai I F E�__.._...... . _.._..... ...4.-. i rY i j I E.L QISEA$E•EA EMPLOYE 5 1000,000 Mandato In NH � WC DEDUCTIBLE$500,000 If yes,describe under DESCRIPTION OF OPERATIONS below i E L DISEASE-POLICY LIMIT;S 1,000,000 t I i DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD.101,Additional Remarks Schedule,may be attached Irmore space Is required) '.. Evidence of insuranoe, CERTIFICATE HOLDER CANCELLATION SolarCity Corporation SHOULD ANY OF THE ABOVE DESCRI13ED POLICIES BE CANCELLED BEFORE: 3055 Clearview Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED 1N San Mateo,CA 99402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services Charles Marmolejo ©1988.2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD Office of Consumer Affairs and Business Regulation 0 Park plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 3/8/2017 DART FONZI 24 ST MARTIN STREET BLD 2UNIT 11 ---. -- MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. Address Renewal 0 Employment Lost Card -01frice of Consumer Affairs&Business Regulation License or registration valid for individul use only O E IMPROVEMENT CONTRACTOR before the expiration date. If found retorts to: Office of Consumer Affairs and Business Regulation Registration: 168572 Type: 10 park Plaza-Suite 5170 Expiration: 3/8/2017 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION DAN FONZI 3055 CLEARVEEW WAY SAN +lATEO,CA 94402 undersecretary Not valid without signature e CS-101687 DANIEL D F©N4--- All 15 KELLEY RD WULIVENGTON MA 01887 a 09/1312016 'ffice of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 3/8/2017 DAN FONZ[ 24 ST MARTIN STREET BLD 2UNIT 11 MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. Address Renewal 7 Employment _ Lost Card Mice of Consumer Affairs&Business Regulation License or registration valid for individul use only � E IMPROVEMENT CONTRACTOR the expiration date. If found return to: Office of Consumer Affairs and Business Regulation Registration: 168572 Type: 10 Park Plaza-Suite 5170 Expiration: 318/2017 Supplement Gerd Boston,NIA 02116 SOLAR CITY CORPORATION DAN FONZI ' 3055 CLEARVIEW_WAY SAN MATEO,CA 94442 Undersecretary Not valid without signature CS-101687 �� } DANIEL O FONZI- _ 15 E ELLE&RD WHZAINGTON MA 01 f" - �,. 0911312016 Jq ,s . �:;-i'# IE IMPROVEMENT CONTRACTOR oxyltnillon dote,'. If fol4fid xairp du_ ` gistratiurr: 15357 rc ee�' �n�aa�re� €fairs a�+d�ag�F7c�s �R evn ►yp@' lea -� Explaat?cll, TkO17 10 Pafk P'haxg-Suiae 8170 Suppl�rnent;and SOW,XM 02116 SOLAR CITY CORPORATION MIKE KAUFMAN 24 ST itirHRTIN STRs~ET Rt:ll 2UNt AANLEORQUGH,MA 01752 + —_• • >JFldetseerctary ; itlo��vaRid 6vit s�n2�telnx o " S k� �- x�� � � ��`�� vim, � a "� �`"t .�`1� �' "" � :'��, k c, �*.+f `��^h. �-,i.. ',.� i' 4 S Y ) pati �i`.`�.y`� C''s���L'�.*`'� `��. �`£\�� .���"�yo iXiy �� 3 �*.Ek�4�'E_ � t.. 4��ifi.:.\�v.�""��` �'` d �.F y, ti .�a`v ��til � '�.. ��i `:. .} "t.fie- .: �� ` � i �'�'", `.,`�t�. a� `S, ;.;�`'�5,�`"��i��`` 'ice s E \� 1 t a'§ k �.a ���� � �� t �e�<E r ��E���Vic`�� � `���j � y u;�Z mar. �` � � E �t: �a �' �a ,., s �,3. `k �,'� "t � �ti� E�1. �.., �", 1 v?`��`.^,tib"'. `c„ -,.`k�'- k `�,,. q � 5. C. Version#53.6-TBD 1 PIL SolarCity. i January 23, 2016Aq,, LARDO E. �t'M DE VERA -' RE: CERTIFICATION LETTER U $ir3tfG1UAL 4" No. 52160 Project/Job # 0183375 Project Address: Lui Residence ` �OPONAL 96 Palomino Dr Lot 11 North Andover, MA 01845 Digitally signed by Abe De Vera Date:2016.01.23 21:47:26-08'00' AH] North Andover SC Office Wilmington 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 = 50 psf MPI: Roof DL= 11 psf, Roof LL/SL= 35 psf(Non-PV Areas), Roof LL/SL= 20 psf(PV Areas) MP2A: Roof DL= 11 psf, Roof LL/SL= 35 psf(Non-PV Areas), Roof LL/SL= 20 psf(PV Areas) MP2C: Roof DL= 11 psf, Roof LL/SL= 35 psf(Non-PV Areas), Roof LL/SL= 20 psf(PV Areas) MP3: Roof DL= 11 psf, Roof LL/SL= 35 psf(Non-PV Areas), Roof LL/SL= 20 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.33365 < 0.4g and Seismic Design Category(SDC) = C < D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluationI certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the ASCE 7 standards for loading. The PV assembly hardware specifications are contained in the plans submitted for approval. Additionally a summary of the structural review is provided in the results summary tables on the following page. Sincerely, Alpe D-e Vera,P.E. P€rfes,sional Engineer Main: 888.765.2489,x57525 email: adevera@Golarcity.com 3055 Clearview Way San Mateo.CA 94402 T(650)638-1028 (888)SOL-CITY F{650)638-1029 solarcity.com Version#53.6-TBD PIL solarCity HARDWAREDESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES' Landscape Hardware-Landscape Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever 'Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR ' MPi 64" 24" 39" NA Staggered 67.8% MP2A 64" 24" 39" NA Staggered 67.8% M132C 64" 24" 39" NA Staggered 67.8% MP3 64" 24" 39" NA Staggered 67.8% Portrait Hardware Portrait Modules'Standoff Specifications Hardware X-X Spacing "X-X Cantilever " Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPi 48" 18" 65" NA Staggered 84.6% MP2A 48" 18" 65" NA Staggered 84.6% MP2C 48" 18" 65" NA Staggered 84.6% MP3 48" 18" 65" NA Staggered 84.6% Structure Mounting Plane Framing Qualification Results` Type Spacing Pitch Member Evaluation Results MPi Stick Frame @ 16 in.O.C. 360 Member Impact Check OK MP2A Stick Frame @ 16 in.O.C. 360 Member Impact Check OK MP2C Stick Frame @ 16 in.O.C. 360 Member Impact Check OK MP3 Stick Frame @ 16 in.O.C. 361 Member Impact Check OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site.The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. 3055 Clearview Way San Mateo. CA 94402 T(650)638-1028 C8f38)SOL-CITY F(650)638-1029 solarcity.coni STRUCTURE ANALYSIS LOADING SUMMARY AND MEMBER CHECK MP1 Member Properties Summary MPI Horizontal Member spans Rafter Properties Overhang 0.74 ft Actual W 1.50" Roof sptem Proernes San 1 14.24 ft Actual D 9.25" Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof San 3 A 13.88 in A2 Re-Roof No Span 4 SX 21.39 in.^3 Plywood Sheathing Yes San 5 I 98.93,1n A4 Board Sheathing None Total Rake Span 18.52 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 0.83 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 14.58 ft Wood Grade #2 Rafter Slope 360 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loadin mary Roof Pitch 9/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.24 13.6 psf 13.6 psf PV Dead Load PV-DL 3.0 'psf x+ 1.24 3.7'psf Roof Live Load RLL 20.0 psf x 0.78 15.5 psf Live/Snow Load LL SL"2 50.0 psf x 0.7 1 x 0.4 35.0 psf 20.0 psf Total Load(Governing LC TL 1 48.6 psf 37.3 nsf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(IS)p9; Ce=0.9,Ct=1.1, I5=1.0 Member Design Summa (per NDS Governing Load Comb CD CL + GL - CF Cr D+S 1.15 1.00 1 0.30 1 1.1 1.15 Member Analysis Results SummarV Governing Analysis Pre-PV Demand Post-PV Demand Net Im act Result Gravity Loading Check 918 psi 1 700 psi 0.76 Pass CALCULATION OF DESIGN WIND LOADS MPI Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountT" Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 360 Rafter Spacing 16"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System TileRoofs Only NA Standing 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 100 mph Fig. 6-1 Exposure Category C Section;6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height In 35 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K= 1.01 Table 6-3 Topographic Factor' KA 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh=0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 22.1 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B Ext.Pressure Coefficient Down GC �„,, 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p=qh (GC) Equation 6-22 Wind Pressure Up P(„ -21.0 psf Wind Pressure Down 19.3 psf ' ALLOWABLE STANDOFF SPACINGS X-Direction'. Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -339 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand Ca aci DCR 67.810 X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 18" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff ': T-actual -423 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 84.6% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK MP2A Member Properties Summary MP2A IHorizontal Member Spans Rafter Pro erties Overhang 0.74 ft Actual W 1.50" Roof System -ropernes San 1 14.35 ft Actual D 9,25" Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes io-ofing Material Comp Roof San 3 A 13.88 in.^2 i Re-Roof No Span 4 SX 21.39 in.^3 Plywood Sheathing Yes ' San 5 1 98.931 1n.^4 Board Sheathing None Total Rake Span 18.65 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 1;67 fit Wood Species SPF . Ceiling Finish 1/2"Gypsum Board PV 1 End 12.67 ft Wood Grade #2 Rafter Slope 360 PV-i Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Em;" 510000 psi Member Loading Summary Roof Pitch 9/12 Initial Pitch Adjust Nan-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.24 13.6 psf 13.6 psf PV Dead Load , PV-DL3.0,psf x 1.24 3.71psf Roof Live Load RLL 20.0 psf x 0.78 15.5 psf Live/Snow Load LL SL12 50.0 sf x 0.7 1 x 0.4 35,0 psf 20.0 psf Total Load(Governing LC I TL 1 1 48.6 psf 37.3 psf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(IS)pg; Ce=0.91 Ct=1.1,I5=1.0 Member Design Summa (per NDS Governing Load Comb CD, CL + CL - CF Cr D+S 1.15 1.00 1 0.30 1 1.1 1,15 Member Anal sis Results Summary Governing Analysis Pre-PV Demand I Tos-t-PVDemandl Net Im act Result Gravity Loading Check 932 psi 725 psi 0.78 Pass CALCULATION OF DESIGN WIND LOADS MP2A Mounting Plane Information Roofing Material Comp Roof PVI System Type SolarCity SleekMountT" Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 360 Rafter Spacing 16"O.C. r Framing Type Direction Y-Y Rafters Purlin Spacing X-X+Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standing 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 100 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 35 ft Section 6,2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 1.01 Table 6-3 Topographic Factor KA 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 22.1 psf Wind Pressure Ext. Pressure Coefficient U GC c -0.95 Fig.6-116/C/D-14A/13 Ext.Pressure Coefficient Down G Down) 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p=qh(GC ) Equation 6-22 Wind Pressure Up „ -21.0 psf Wind Pressure Down 19.3 psf ALLOWABLE STANDOFF SPACINGS; X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -339 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity I DCR 67.8% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait' 18" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actuali -423 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity I DCR 84.6% STRUCTURE ANALYSIS LOADING SUMMARY AND MEMBER CHECK MP2C Member Properties Summary MP2C tlorilzontal Member Spans Rafter Pro erties' Overhang 0.74 ft Actual W 1.50" Roof Systern Properties ' San 1 14.38 ft Actual D 9.25" Number of Spans w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A '` 13.88 in A2 Re-Roof No Span 4 Sx 21.39 in.^3 Plywood Sheathing Yes San 5 I 98.93 in.^4 Board Sheathing None Total Rake Span 18.69 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 1.75 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV i End 10.00 ft Wood Grade #2 Rafter Slope 360 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lot Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading mary Roof Pitch 9/12 " Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.24 13.6 psf 13.6 psf PV Dead Load PWDL 3.0 psf x 1.24 3.7""?psf Roof Live Load RLL 20.0 psf x 0.78 . 15.5 psf Live/Snow Load 'LL/SL 1,2 50.0 Psf x 0,7 1 x 0.4 35.0 psf 20.0 psf Total Load(GoverningLC Ti. 48.6 psf 37.3 sf Notes: 1. ps=Cs*pf; Cs-roof, Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(C0(IS)p9; Ce 0.9,Ct=1.1,I5=1.0 Member Design Summa (per NDS Governing Load Comb CD CL + CL - --f- CF Cr D+S 1.15 1.00 1 0.30 1.1 1.15 Member Analysis Results Summa Governing Analysis Pre-PV Demand Post-PV Demand Net Impact Result Gravity Loading Check 936 psi 771 psi 0.82 Pass CALCULATION OF DESIGN WIND LOADS MP2C MountingPlane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountT'" Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 360 Rafter Spacing 16"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standing Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/FullyEnclosed Method Basic Wind Speed V 100 mph Fig. 6-1 Exposure Category : C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/13 Mean Roof Height I h 35 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 1.01 Table 6-3 Topographic Factor; KA 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table:6-1 Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 22.1 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-116/C/D-14A/B Ext.Pressure Coefficient Down GC Down 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GC) Equation 6-22 Wind Pressure U -21.0 psf Wind Pressure Down 19.3 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -339 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 67.8% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait ; 18" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T actual -423 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 84.6% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK MP3 Member Properties Summary MP3 Horizontal Member Spans ! Rafter Pro erties Overhang 0.66 ft Actual W 1.50" Roof System Properties San 1 13.38 ft Actual D 9.25" Number of Spans w/o Overhan 1 Span 2 Nominal Yes Roofing Material Comp Roof San 3 A 13.88 in A2 Re-Roof No Span 4 SX 21.39 in.^3 Plywood Sheathing Yes San 5 I 98.93 In A4 Board Sheathing None Total Rake Span 17.35 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 1,83 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 12.83 ft Wood Grade #2 Rafter Slope 360 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End E,,,i" 510000 psi Member Loading mary Roof Pitch 9/12 Initial: Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.24 13.6 psf 13.6 psf PV Dead Load PV-DL 3.0 `psf x 1.24 3.7 psf Roof Live Load RLL 20.0 psf x 0.78 15.5 psf Live/Snow Load LL/SL 1,2 50.0 psf x 0.7 1 x 0.4 35.0 psf 20.0 psf Total Load(Governing LC TL 48.6 psf 37.3 psf Notes: 1. ps=Cs*pf, Cs-roof, Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(Is)pg; C,=0.9,Ct=1.1,I5=1.0 Member Design Summary(per NDS Governing Load Comb I CD CL + Cl. - CF I Cr D+S 1 1.15 1.00 0.32 1 1.1 1 1.15 Member Analysis Results Summary Governing Analysis Pre-PV Demand Post-PV Demand Net Im act Result Gravity Loading Check 810 psi 625 psi 0.77 Pass CALCULATION OF DESIGN WIND LOADS MP3 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMount"m Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 360 Rafter Spacing 16"'O.C. Framing Type Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile!Roofs Only NA Standing 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 100 mph Fig. 6-1 Exposure Category " C Section 6.5.6.3 Roof Style Gable Roof Fig.6-116/C/D-14A/B Mean Roof Height h 35 ft Section 6.2 Wind Pressure Calculation Coefficients i Wind Pressure Exposure KZ 1.01 Table 6-3 Topographic Factor KA 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor 1 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 22.1 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext.Pressure Coefficient Down GC Wn' 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC) Equation 6-22 Wind Pressure U -21.0 psf Wind Pressure Down 19.3 psf ALLOWABLE STANDOFF SPACINGS X-DirectionY-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -339 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity I DCR 67.8% X-Direction` Y-Direction Max Allowable Standoff Spacing _ Portrait 48" 65" Max Allowable Cantilever Portrait' 18" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib = 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T actual -423 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Opacity I DCR 84.6% DocuSign Envelope ID:6lC14EBD-7lC3-4COF-AOCE-C493045DBEFC P PAw Customer Name and Address Installation Location Date Danis Lui 96 Palomino Dr Lot 11 1/13/2016 96 Palomino Dr North Andover, MA 01845 North Andover,MA 01845 1-1 ere are,die key E.e6`t13s of your Pd3vt}'er Purchaseftg,4e. 'f Ye"9t3nt 4,11 a FFrrfi }? W f. fit' OR on I' SOL go ik i:C;':sA rate r"t610hut t �b � Initial here Initial he" EV ®We guarantee that if you sell your Home,the buyer will qualify to assume your Agreement Initial here ®We warrant all of our roofing work. DS ®We restore your roof at the end of the Agreement. ob ®We warrant,insure, maintain and repair the System. ........................................... . ......_ ......... ............. ..... ... Initial here ®We fix or pay for any damage we may cause to your property. ®We provide 24/7 web-enabled monitoring at no additional cost. ®The rate you pay us will never increase by more than 2.90%per year. ®The pricing in this Agreement is valid for 30 days after 1/13/2016. SolarGhj, Poum Purchase Berne eft.aillIs Your Choices at the End of the Initial Options for System Purchase: Amount due at contract signing Term: ®At certain times,as specified in $® SolarCity will remove the System at no the Agreement,you may Est,amount due at installation cost to you. purchase the System. $0 g You can upgrade to a new System with ®These options apply during the 20 the latest solar technology under a new year term of our Agreement and Est.amount due at building inspection $0 contract. not beyond that term. ®You may purchase the System from Est.first year production SolarCity for its fair market value as 11,747 kWh specified in the Agreement. ®You may renew this Agreement for up to ten(10)years in two(2)five(5)year increments. X355 Clearview Way, Seri hili;,teo, CA9Ei4 . 65. 9 1 .sialarcity,c ern 1483928 Power Purchase Agreement,version 9.1.0,November 11,2015 SAPC/SEFA Compliant Contractors License MA HIC 168572/EL-1136MR �r.5 Document generated on 1/13/2016 Copyright 2008-2015 SolarCity Corporation,All Rights Reserved DocuSign Envelope ID:61C14EBD-7lC3-4COF-AOCE-C493045DBEFC 23. NOTICE OF RIGHT TO CANCEL. I have read this Power Purchase Agreement and the Exhibits in YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR their entirety and I acknowledge that I have received a TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE complete copy of this Power Purchase Agreement. DATE YOU SIGN THIS CONTRACT. SEE EXHIBIT 1,THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN Customer's Name:Danis Lui EXPLANATION OF THIS RIGHT. DocuSigned by: 24. ADDITIONAL RIGHTS TO CANCEL. Signature: IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS PPA UNDER SECTION 23,YOU MAY ALSO CANCEL Date: 1/13/2016 THIS PPA AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 25. Pricing The pricing in this PPA is valid for 30 days after 1/13/2016. Customer's Name: If you don't sign this PPA and return it to us on or prior to 30 days after 1/13/2016,SolarCity reserves the right to Signature: reject this PPA unless you agree to our then current pricing. Date: Power Purchase Agreement SolarCity approved Signature: Lyndon Rive, CEO Date: 1/13/2016 Power Purdiase Agreement,version 9.1.0,Noveriber 11,2015 1.4x;3928