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Roof Mounted Solar System 2016
TOWN OF MONTVILLE Building Department 310 NORWICH-NEW LONDON TURNPIKE UNCASVILLE, CT 06382-2599 TEL. (860)848-3030 X382 FAX. (860) 848-7231 BUILDING PERMIT Permit Number: B2016-0494 Date: 14-Dec-16 Map/Lot: 028/005-070 Owner ID: 5375000 Project Location: 41 PARTRIDGE HOLLOW Unit: Job Description: Install a 10.14kW Roof Mounted Solar System Owner Nam Michael J and Patricia A Gentry Tenant Name N/A Careof: 41 Partridge Hollow Oakdale CT 06370- Telephone: Applicant Name Genesis Cornejo Telephone: (860)899-4625 DBA: SolarCity Lic/Reg Type HIC Lic/Reg N 632778 714 Brook Street,Suite 150 Exp Date: 30-Nov-17 Rocky Hill CT 06067- Construction Value Permit Fees Construction Information Building Value: $7,148.00 Building Fee: $96.00 Use Group: IRC Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 2005 State Building Code Mechanical Valu $0.00 Mechanical Fe $0.00 Electrical Value: $16,680.00 Electrical Fee: $204.00 Construction Type IRC Total Value: $23,829.00 Penalty Fee: $0.00 Permit Code: R4 C of 0 Fee: $0.00 Comment Plan Review Fe _ $0.00 State Ed Fee: $6.19 Total Fee Paid: $306.19 It shall be the owners repsonsibility to schedule the following inspections a minimum of 2 business days in advance: Field set of approved construction documents shall be available onsite during all inspections. BUILDING PERMIT INSPECTIONS PLUMBING,MECHANICAL,ELECTRICAL PERMIT INSPECTIONS ❑ Footing-Prior to pouring concrete ❑ R Plumbing and leak test ❑ Deck Piers l R Electrical El Backfill-Footing drains and waterproofing ❑ Elec Trench-with conduit installed ❑ Concrete Slab-Prior to pouring concrete Cl Pool Bonding ❑ Anchor Bolts-with sill plate and prior to floor frami ❑ Electrical Service CRS No: 0 ❑ Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking Draftstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation Certificate of Approval ❑ Ica _ . c c .ancy Building Official's Approval: .� - r :7/ Town of Montville Building Department 310 Norwich-New London Tpke. Tel.860-848-3030, Ext 382 Uncasvile, CT 06382 Fax. 860-848-7231 RESIDENTIAL PERMIT APPLICATION FORM Permit No.: 6d6((C'OM' M' Type of Work Occupancy Type Permit Type o New Construction n Single Family Q Building 0 Addition 0 Two-Family []Plumbing ❑Alteration 0 Townhouse 0 Mechanical 0 Accessory Structure 0 Electrical CRS#: Property Address:41 Partridge Hollow (Number) (Street) (unto Job Description:Installation of 39 Roof Mounted Solar Panels owner: Michael Gentry Address: 41 Partridge Hollow - City: Montville State:Ct Zip Code:06370 _ Telephone( ) - Applicant:Genesis Cornejo DBA: SolarCity • Address: 714 Brook St Ste 150 City:Rocky Hill state: Ct Zipcode:06067 Telephone(860 )899 _4625 Contractors -Complete the Following: License Type: H I C license No.:0632778 Expiration Date:l 1/30/17 I hereby certify that the proposed work will conform to the State Building Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further attest that the proposed work is authorized by the owner in fee and that!am authorized to make application for a permit for such work as described above. 1 Owner/Agent Signature:. ithi Date: I 1 /W/ I Construction Value I Permit Fees Building Value: 57 148 Building Fee: X C1(() .( I Plumbing Value: Plumbing Fee: Mechanical Value: Mechanical Fee: Electrical Value: $16,680 Electrical Fee: 11 5 LA-) Total Value: $23,829 Penalty Fee: C of O Fee: Plan Review Fee: State Ed Fee: d t Total Fee: ; .`C--A ,Nrvued•August 23,2007 Town of Montville Building Department File Receipt Date: 06-Dec-16 ReceiptNo: 11901 Received From: SolarCity Job Address: 41 Partridge Hollow Town Fees Collected State of Connecticut Fees Collected Bldg Cash: $0.01 State Cash: Bldg Check: $0.01 $306 19 State Check: $6.19 Bldg Credit: $0.00 State Credit: Fire Cash: $0.00 $0.00 Fire Check: $0.00 Construction Value: $23.828.00 Fire Credit: $0.00 Demolition Value: $0.00 CheckNo: 767601 Received By: Carmen Kneeland C.i.k.Anot LAA m- rimm Address: 41 Partridge Hollow ITEM OTY $/UNIT TOTAL Building Plumbing Mechanical Electrical BUILDING AREA Basement,Finished SF $ 41.96 $ - S Interior Renovations SF $ 36.09 $ - $ - $ AMENITIES Kitchen EA $ - $ $ Full Bathroom EA $ S Half-Bathroom EA $ S - GARAGE Detached SF $ 71.53 $ S - MECHANICAL Warm-Air n Y/N $ Hot Water n Y/N - Electric n Y/N $ Air Conditioning n Y/N S $ ELECTRICAL SERVICE Upgrade Amps $ Subpanel EA $ 699.00 $ Gen Set EA $ 3,850.00 $ SOLID FUEL BURNING APPLIANCES Prefab Metal Fireplace EA $ 6,497.70 $ - Masonry w/lfireplace EA $ 7,096.65 $ - Masonry w/2 fireplaces EA $ 11,095.70 $ - Wood Stove,free standing EA $ 2,692.25 $ - Wood stove insert EA $ 1,859.77 $ DECKS,PORCHES,SUNROOMS Deck SF $ 44.07 $ - Porch SF $ 149.38 $ - Sunroom SF $ 176.90 $ - $ POOLS&HOT TUBS Hot Tub EA $ 8,016.25 $ - $ _ Inground Pool EA $ 31,550.00 $ - $ _ Above Ground Round EA $ 6,299.46 $ - $ Above Ground Oval EA $ 7,019.75 $ - $ Pool Heater EA $ 8,984.25 $ $ - Inflatable Type Pool EA $ 1,200.00 $ - $ - SHEDS w/o electrical SF $ 25.55 $ - w/electrical SF $ 26.85 $ - $ RENOVATIONS Roofing,Overlay SF $ 3.50 $ - Roofing,Strip&reroof SF $ 4.50 $ - Roof Sheathing SF $ 1.51 $ Siding SF $ 6.75 $ - Windows EA $ 550.00 $ - Skylights EA $ 1,051.10 $ - Doors,Exterior EA $ 601.50 $ - Oil Tank,275 Gallon EA $ Oil Tank,550 Gallon EA $ MISCELLANEOUS CALCULATIONS $ 7,148.00 $ 16,680.00 TOTALS $ 7,148.00 $ - $ - $ 16,680.00 PERMIT FEE CALCULATIONS Construction Value Fee Building $ 7,148.00 $ 96.00 Plumbing y $ - $ Mechanical y $ - $ Electrical y $ 16,680.00 $ 204.00 Working before Permit Issuance $ Certificate of Occupancy Fee $ Plan Review Fee $ State Education Fee $ 6.20 TOTALS $ 23,828.00 $ 306.20 Figures are based on the 2006 RS Means Residential Cost Data energize Permit# For Jurisdiction Use]: CONNECTICUT • Connecticut Standardized Solar Photovoltaic (PV) Permit Application Date: 11/29/16 Property Type: El Residential(R) El Commercial(C) ❑Other(specify): General Description of solar PV Array: 39 ROOF MOUNTED SOLAR PANELS System Size(kW DC): 10.14 kW Michael Gentry Property Owner: Street Address: 41 Partrid.e Hollow Parcel ID#: Town: MONTVILLE State: CT Zip: 06370 Phone: Cell: Email: Fax: Additional Information: Contractor: SOLARCITY Street Address:714 BROOK ST SUITE 150 Town: ROCKY HILL State: CT Zip: 06067 Contact Name: Genesis Cornejo Title: PERMIT COORDINATOR' Phone: 860-899-4625 Cell: Email: hartfordpermittin9 solarcit .con Fax:866-566-7744 _ License Type: H I C _ State: CT License Number: 0632778 Exp.Date: 11/30 Scope of Work: Subcontractor or Professional Engineer. • Street Address: .� Town: State: Zip: Contact Name: — Title: Phone: _Cell: Email Address: _ Fax: License Type: State: _ License Number: Exp.Date: Scope of Work: - n,. .Plka§��li 'bn'� e"��EL1' ''t��riclu �>a§. c�i'rti�nt��l�: "f�th �b "Ub�ti� 'r,'i�` �r5;�•r•, n`:s'�f"'rti �`f�., :.:.�. .r_.�:.•�a��P�,: .sh�+�.,_ tie :� ,:..•'falt� ,�.� :+o.�� ,.,,,rit� ..�nfc�rrt"I'�b, ,4.� �;, tt +�r�.::x,� �+..,., .i¢T......��G'...:'.�....:....: 'Y^:'+i�' SS YS;;@•"£ri •;r^G'•'c'a, �(, .y:.Y„ .H:_ntiy: S. 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G��a ,�:::,..:�s'•:1sSi-._ r..+ �`.i�:.:.:'•- rid SOLAR PV SYSTEM INFORMATION Mounting Description ROOF Mounting Type(roof,pole,ground,other-specify): Mounting System Manufacturer: ZEP Product Name and Model#: • (Continued) Version 5.1.2014 energize Cr CONNECTICUT CT Standardized Solar PV Permit Application Building Information(For Roof-Mounted Systems Only) Building Type(e.g.house,shed,barn,slab): HOUSE Building Height(in feet): 24 FEET _ is the building permitted? :Yes ❑No 0 NA If no,reason: Are there other permits associated with this application? ❑Yes Q✓ No Describe: Electrical Description Size(amps)and type(phase,voltage)of electrical service: 125A SINGLE PHASE 120/240V Amperage of main breaker: 100A Will the value of main breaker change? (1 Yes ❑✓ No To: Rated amperage of the bus bar in the main panel; 1 MA Type of interconnection(e.g. breaker-load side,supply-side interconnect): SSC Electrical panel location: BASEMENT If load side interconnect,will solar intertie into a subpanel? ❑Yes ❑No If yes,rated amperage of the subpanel bus bar? Value of breaker protecting subpanel bus bar? Attachments for application(See Instructions on the next page.Example Attachments are available for download at www.enersizect.com/sunrisene) ❑ 1.Additional Subcontractors and Information ❑ 2.One-Line Electrical Drawing ❑ 3.One-Line Site Plan Drawing ❑ 4.Attachment Details(Line Drawing)* ❑ 5.Solar PV Module Specification Sheets From Manufacturer ❑ 6.Inverter Specification Sheets From Manufacturer ❑ 7.Pole or Ground Mount Information(if applicable)* ❑ 8.Structural Review Worksheet(if applicable) ❑ 9.Additional Information for Large Solar PV Systems(as Specified by the Municipality) *NOTE:Applicants should submit either Attachment 4 for roof-mounted systems OR Attachment 7 for pole/ground- mounted systems,not both. Certification I hereby certify that❑I am the owner of record of the named property or;0 the proposed work is authorized by the owner of record and/or I have been authorized to make this application as an authorized agent,and we agree to conform to all applicable codes,laws,regulations and ordinances. All information contained within is true and accurate to the best of my knowledge and belief. No work shall start until the Jurisdiction has approved the permit or until the Contractor has received approval from (Jurisdiction N1-)/ Signature of Property Owner or Authorized Agent: . _ Typed or Printed Name of Signatory:Genesis Cornejo ` / Date: 11/29/ Version 5.1.2014 energize Permit#{ForJurisdiction Used: CONNECTICUT CT Standardized Solar PV Permit Application Supplement Please fill in the following information and submit ALL applicable attachments. Date: 11/29/16 General Description of Solar PV Array: 39 ROOF MOUNTED SOLAR PANELS ^ System Size(kW DC):I V..i l-L K } ' Solar PV Mounting Information ROOF Type(roof,pole,ground,other-specify): Mounting System Manufacturer ZEP Leveling Foot 850-1397,Ground Zep 850-1172,End Cap 850-1467,Interlock 850-1388,Grip 850-1421,Comp Mount C850-1382 Product Name and Model ty; Building Information(For Roof-Mounted Systems Only) Building Type(e.g.house,shed,barn,slab): HOUSE Building Height(in feet): FEET ( L('\ Is the building permitted? El Yes 0 No 0 NA If no,reason: Electrical Description I( LA SINGLE PI-IASE12O/24ON/ Size(amps)and type(phase,voltage)of electrical service: Amperage of main breaker: I aD Q W Will the value of main breaker change? U YesOU No To: Rated amperage of the bus bar in the main panel: I L\( _#A - Type of interconnection(e.g.breaker-load side,supply-side interconnect):sjj X - Electrical panel location: BASEMENT If load side interconnect,will solar intertie into a subpanel? 0 Yes ❑ No If yes,rated amperage of the subpanel bus bar? Value of breaker protecting subpanel bus bar? Attachments for application(See instructions on the next page. Example Attachments are available for download at www,energizect.corll/S.unrisene) ❑ 1,Additional Subcontractors and Information ❑ 2.One-Line Electrical Drawing ❑ 3.One-Line Site Plan Drawing © 4.Attachment Details(Line Drawing)* ❑ 5.Solar PV Module Specification Sheets From Manufacturer O 6. Inverter Specification Sheets From Manufacturer O 7. Pole or Ground Mount Information(if applicable)* El 8.Structural Evaluation(if required by municipality). See page 3 for documentation requirements. ❑ 9.Additional Information for Large Solar PV Systems(as Specified by the Municipality) *NOTE:Applicants should submit either Attachment 4 for roof-mounted systems Attachment 7 for pole/ground- mounted systems,not both. Version 8.1.2014 04, • SoiarCfty Date: I 1 /32t II (p Dear Sir or Madam: This letter is to verify that _ QfY1p\ ' is an authorized representative and employee of SolarCit Cor oration is authorized p to pull any and all permits and any other project-related documents as needed for the following project: Address: LH I kir -4- (� C� Description: Solar panel roof mount installation System size: d LI KIK) Start Date: gi f n Sincerely, Mike Brignano Regional Operations Manager, Hartford, CT CT Contractor's License #HIC.0632778 e CPL-02 Rev 05/13 541574 CORPORATION STATE OF CONNECTICUT DEPARTMENT OF CONSUMER PROTECTION 165 Capitol Avenue ♦ Hartford Connecticut 06106 Attached is your Home Improvement Contractor Registration. This registration is not transferable. The Department of Consumer Protection must be notified of any changes to your registration within thirty(30)days of such change. Questions regarding this registration can be directed to the License Services Division at(86o)713-6000 or email dcp.licenseservices(a�ct.gov. Visit our web site at www.ct,gov/dcp to verify registrations,download applications and the booklet for The Connecticut Contractor for Home Improvement and New Home Construction. STATE OF CONNECTICUT DEP IRI11L\I OF('O.\.S! VER PRO Ec7Y0\ SOLARCITY CORPORATION HOME IMPROVEMENT CONTRACTOR 3055 CLEARVIEW WAY SOLARCITY CORPORATION SAN MATEO,CA 94402-3709 3055 CLEARVIEW WAY I SAN MATEO,CA 94402-3709 LIC./REG NO. EFFECTIVEp;;R€S HIC.0632778 12/01/2016 11/30/ 2017 SION EL) 0 I — .. ,, t } 1 � p ..5rI. s. rl:.. /„' 'orf ;r4,.r ' 4�,:4,AIP ' .fill, 'IOW ',h • b. • i a � A •• i • ♦ r_ ai • b '• ♦ ••i 4.. •I L~ ��_ �.. _ y �.;,..-,.fl,,, •.,. STATE OF CONNECTICUT + DEPARTMENT OF CONSUMER PROTECTION .:: Be it known that �•.-”`-. , SOLARCITY CORPORATION ==L - , -?> 3055 CLEARVIEW WAY ... ti p. SAN MATEO, CA 94402-3709 T F Y, r is certified by the Department of Consumer Protection as a registered V.X „ : 1 ie HOME IMPROVEMENT CONTRACTOR y Registration # HIC.0632778 . -, 1 Effective: 12/01/2016• w:, Expiration: 11/30/2017 '�.•►A, -- -' Jo aQtan A.1larris,Commissioner . w.,, n,'V-3 ;:1►'k ! 4"9:747V. •A'L... ,I'. 4(16' 4 —''V- n_�i. ' . W - ,.477• Ami ---- - -- 4I'►' 477*. --'`i. ;/: ; l 1' a 1 t a , 3 ''� Ari 1 ArCc REP CERTIFICATE OF LIABILITY INSURANCE DATE(/2016 YYYY) 08/19/2016 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(ies) 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: 345 CALIFORNIA STREET,SUITE 1300 PHONE FAX CALIFORNIA LICENSE NO.0437153E-MAIL.Ext): (A/C,No): E SAN FRANCISCO,CA 94104 ADDRESS: Attn:Shannon Scott 415-743-8334 INSURER(S)AFFORDING COVERAGE NAIC# 998301-STND-GAWUE-16-17 INSURER A:Zurich American Insurance Company 16535 INSURED INSURER B:N/A N/A SolarCity Corporation 3055 Clearview Way INSURER C:N/A N/A San Mateo,CA 94402 _INSURER D:American Zurich Insurance Company 40142 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-003003278-03 REVISION NUMBER:6 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 ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY GLO 0182016-01 09/01/2016 09/01/2017 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR DAMAGE TO RENTED PREMISES(Eaoccurrence) $ 1,000,000 X SIR:$250,000 MED EXP(Any one person) s 5,000 PERSONAL&ADV INJURY $ 1,000,000 GE 'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY PRO- JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER A AUTOMOBILE LIABILITY BAP0182017-01 09/01/2016 09/01/2017 COMBINED SINGLE LIMIT $ 1,000,000 000 000 (Ea accident) X ANY AUTO BODILY INJURY(Per person) $ X ALL OWNED X SCHEDULED _ AUTOS AUTOS BODILY INJURY(Per accident)) $ X HIRED AUTOS X NON-OWNED DAMAGE AUTOS PROPERTY (Per accident) $ _ $ UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED I RETENTION$ $ D WORKERS COMPENSATION WC0182014-01(AOS) 09/01/2016 09/01/2017 x PER OTH- AND EMPLOYERS'LIABILITYSTATUTE ER D ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N WC0182015-01(MA) 09/01/2016 09/01/2017 E.L.EACH ACCIDENT $ 1,000,000 A OFFICER/MEMBER EXCLUDED? N N/A (Myandatory in NH) EWS 0182018-01(CA) 09/01/2016 09/01/2017 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 DESCRIPTION OF OPERATIONS below describe under Limits apply excess of$500K SIR-CA E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SolarCity Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055Clearview 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 Stephanie Guaiumi ,,,,,; €4,,, ti• ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD • Town.of Montville Building Department CONSTRUCTION PERMIT APPROVAL Annlieant is responsible for obtaining all of the required approvals. No permit will be issued until all the required signatures are obtained. • 41 Patridge Hollow Property Address Installation and wiring of 39 roof mounted solar panels Job Descrtptlon Required Approval Department Permit Issuance Approval Tax Collector Signature/date Comments: ® Planning &Zoning Comments: Signature/date t Fire Marshal ( -, t� ( ( k Comments: Signature/date ❑ Health Department Required for properties with private septic or well Comments: WPCA, Administrative Ok Pe 1 _ Required for properties on sewer mature/date Comments: ❑ WPCA, Operations When Required by WPCA Signature!date Comments: ❑ Department of Public Works Required when prefect includes driveway work or certain drainage requirements Signature!date Comments: ❑ Montville Police Department • Required for all permits EXCEPT one and two family residential Signature/data Comments: ❑ State Dept. of Transportation Re.aired forStructures over 100 000 a..ft.or wit more ha Do .,r in• s.aces-Official co. of STC Certificate of 0.eration re•aired—•:r CGS 14371 Signature/date Building Department Review Complete Signature/date `tevisat 23,201T Version#64.1-TBD 'PINSolarCit c'1 November 26, 2016 .` 4P:•P• HECA//,'•co RE: CERTIFICATION LEI I ER :U J _ Project/Job#0633299 ^s--.� 2: 31222 Project Address: Gentry Residence '� No. • 41 Partridge Hollow % Q�A••�/C�NS(�4••<(,����� 74 Montville, CT 06370 • F •••'• AHJ Montville 11/26/24'Vr iiiiim E 0.��`� SC Office Hartford Design Criteria: -Applicable Codes= 2012 IBC/IRC w/CT Amendments,ASCE 7-10, and 2012 NDS -Risk Category =II -Wind Speed = 135 mph, Exposure Category C, Partially/Fully Enclosed Method -Ground Snow Load = 35 psf -MP1: 2x8 @ 16"OC, Roof DL=8 psf, Roof LL/SL= 23.1 psf(Non-PV), Roof LL/SL = 12.6 psf(PV) -MP2: 2x8 @ 16"OC, Roof DL=8 psf, Roof LL/SL =29.995 psf(Non-PV), Roof LL/SL=29.995 psf(PV) - MP3: 2x4 @ 24"OC, Roof DL= 7 psf, Roof LL/SL= 29.995 psf(Non-PV), Roof LL/SL= 29.995 psf(PV) -MP4: 2x4© 24"OC, Roof DL=7 psf, Roof LL/SL= 29.995 psf(Non-PV), Roof LL/SL= 29.995 psf(PV) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.22413 <0.4g and Seismic Design Category(SDC) = B < D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation,I certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. 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 referenced codes for loading. The PV assembly hardware specifications are contained in the plans/docs submitted for approval. Digitally signed by Marcus Hecht-Nielsen Date:2016.11.26 17:17:40-08'00' 3055 Clearview Way San Matso,CA 94402 r(650)638 1028 (888)SOL-CITY P(650)638-1029 solarcity.com AFM-N937,A214(.-.:41.171 ,a;.150.CAU''18888104.COFr8;..'.., • ..:'1,27;8/ELC 0125305.DC 4t0514C,1iC'60/ECC902$05,DE.2'J-1112038V'048012, E_1S908224.w 1.-0052.MAHi 188002? -1L?6M8.MO PlC 12Y44a/marf,NC 3;7tsOt l!.^'!w 034f 12823M. NJ841:441a't0,4414iw.28i348801327Cl.MM 8828 i324501),NY M20121188/72/C2.-;[778548/&2-0072/:93H Et.4?232.08(U15(491310562:PA Sta./ 71343.91 A 1204714/gtae 28SC.tA'ECL22006.U,8726056-A601.VA at 2208182,278.VT EM-05829.WA 606ARC•410 'PUVFu`906"7 A1tw1y 434.vreen A-466.Norm 642409710050.RAN.P'4081.849Amd 01-1186440-00-00.6ufWW6 52057-111418111,844.4,WC-28098-4113.114 0420313 -0066CENYC:N r r_.tinarned Oe41 i,,.8126W:8004485.1:+Wa1w 516t41 Fl..ANt roi.Si-n.4114.Nt'82008013966-DC4.AAlnarn pafded NV 76.4 yf:naN C perry.tli. CArin.4nca undars if upnc 96054794.4Vlu0ty rtnw,te Comper7.LLC is ticanaenty the 09aware Grata Ber4: *rev,to Lx.;iiM61 i1 D41 84'au11d•.uoan.o:go6at,214422.9000.+sumar 1.44n tfwnte 2241..IN er.te6mant Luau L14.4n4e 11.11102A/1611044,Ft 1,4e4wed Lader 4'o1M3103Lt:to R stsrett Gs'At::e 14011356453-202416,61 o N ii,4n44 44766 Version#64.1-TBD 4$oIarCity HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware- Landscape Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1 _ 64" 24" 39" NA — Staggered 63.6% MP2 64" 24" 39" NA Staggered 56.9% MP3 72" 24" 39" NA Staggered 64.1% MP4 72" 24" 39" NA Staggered 64.1% Portrait Hardware- Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1 48" 20" 66" NA Staggered 80.1% _ MP2 48" 18" 66" NA Staggered 71.7% MP3 48" 18" 66" NA Staggered 71.8% MP4 48" 18" 66" NA Staggered 71.8% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MP1 Stick Frame 16"O.C. 45° Member Impact Check OK MP2 Stick Frame 16"O.C. 20° Member Analysis OK MP3 Pre-Fab Truss 24"O.C. 22° Member Analysis OK MP4 Pre-Fab Truss 24"O.C. 22° Member Analysis OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site.The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY r(650)638-1029 solarcity.com AL 05500.AA M-84„7.AZ RCC 243771/1100 246450,CA t518888104.CO Ea3041.CT Mit 6532778181.0 012 2.05.DC 4101W0000010002585,05 2011,2(Y954/71-61132,R.EC.3008221.N!C1.24770,IL 510)62,MA MC 148572' EL-1136411,MO teC 1Y8V41,1150b.NC-326011,Pei 1334101112523M,Nd N.0CYi'_•YM05741)500_/3JEW'1737700.PIM 1.421-5.737,03,Mt 18/20120;5172:02-0018448/82-GL W7".4,0 4 EL 47707.0R!S*3448i0842.PA 18095077348.Al ACsYM7M;Reg 313-'-TX TECL270r.4.Ur 1725356-550,1;VA 51,5170.4153278.YT EM-G&SIS WA SOLARC'014OL'SOLARC'90587.Atteny 434,Greene A-486,Nassau WACNl'0700 PuturA P:4047•Se J4,nd 14.11844-40'O0.00.Soffo:k E 70,7 Ai Wes 7iresse-WC-24081-113.1'4.0#200130101.4 SCEINC'N Y C licensed EIocAA Ida,x72610.#004455:N,5'Natet SC 0v:0 Jr.+ 111),Srn0Y15es•'4017203 82 134664)CA AM leans provided by$eireCi ty Finance Company-11.. CA finer.*Lenders License 4054735 Solver tv Finarn A Consporq.i,Lc is N-..ea Cy the 0eiwiera Stake(den51),,,n,s%Woe,tvengage In ounness-N12...are under Peens*nu.34 019422.140 Cansumn Lean Li'm'e 2241.NY ens 400n,n+toren Lifense 1111/22:11110224,.84 Ll5onaedl1o4 120001031t TXP stereo a ditor 180(1)S094,5-202401.VT i.e.dM 47cePde 9014 STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1 Member Properties Summary MP1 Horizontal Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties Span 1 11.53 ft Actual D 7.25" Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Span 3 A(in^2) 10.88 Re-Roof No Span 4 Sx(in.^3) 13.14 Plywood Sheathing Yes Span 5 Ix(in^4) 47.63 Board Sheathing None Total Rake Span 17.95 ft TL Defl'n Limit 120 Vaulted Ceiling No PV1 Start 2.67 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 12.08 ft Wood Grade #2 Rafter Slope 45° PV 2 Start Fb(psi) 875 Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 Top Lat Bracing Full PV 3 Start E(psi) 1,400,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 12/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 8.0 psf x 1.41 11.3 psf 11.3 psf PV Dead Load PV-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 LL/SL1"2 35.0 psf x 0.66 I x 0.36 23.1 psf 12.6 psf Total Load(Governing LC) TL 34.4 psf 28.2 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Cr)(Is)p9; Ce=0.9,Ct=1.1, I5=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL(+) CL(-) CF Cr D +S 1.15 1.00 0.38 1.2 1.15 Member Analysis Results Summary Governing Analysis Pre-PV Moment (lb-in) Post-PV Moment Net Impact Result Gravity Loading Check 685 547 0.80 Pass CALCULATION OF DESIGN WIND LOADS - MP1 Mounting Plane Information Roofing Material Comp Roof Roof Slope 45° Rafter Spacing 16" O.C. 1 Framing Type/ Direction Y-Y Rafters PV System Type SolarCity SleekMountTM Zep System Type ZS Comp Standoff(Attachment Hardware) Comp Mount SRV Spanning Vents No Wind Design Criteria Wind Design Code IBC 2012 ASCE 7-10 Wind Design Method Partially/Fully Enclosed Method Ultimate Wind Speed V-Ult 135 mph Fig. 1609A Exposure Category z= C Section 26.7 Roof Style Gable Roof Fig.30.4-2A/B/C-5A/B Mean Roof Heighth 25 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 30.3-1 Topographic Factor KA 1.00 Section 26.8 Wind Directionality Factor IQ 0.85 Section 26.6-1 Importance Factor I NA qh = 0.00256(Kz)(Kzt)(Kd)(V^2) Velocity Pressure qh Equation 30.3-1 37.5 psf Wind Pressure Ext. Pressure Coefficient(Up) GCp(Up) -0.95 Fig.30.4-2A/B/C-5A/B Ext. Pressure Coefficient(Down) GCp(Down) 0.88 Fig.30.4-2A/B/C-5A/B Design Wind Pressure p p = qh (GCp) Equation 30.4-1 Wind Pressure Up Prep) -35.6 psf Wind Pressure Down Praownl 32.8 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 -349 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR 63.6% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" Max Allowable Cantilever Portrait 20" 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 -439 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR 80.1% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties Span 1 13.45 ft Actual D 7.25" Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Span 3 A(inA2) 10.88 Re-Roof No Span 4 Sx(in.^3) 13.14 Plywood Sheathing Yes Span 5 Ix(in^4) 47.63 Board Sheathing None Total Rake Span 15.55 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 1.42 ft Wood Species _ SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 13.83 ft Wood Grade #2 Rafter Slope 20° PV 2 Start __ Fb(psi) 875 Rafter Spacing 16" O.C. PV 2 End Fv(psi) 135 Top Lat Bracing Full PV 3 Start E(psi) 1,400,000 Bot Lat Bracing At Supports PV 3 End j E-min(psi) 510,000 Member Loading Summary Roof Pitch 5/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 8.0 psf x 1.06 8.5 psf 8.5 psf PV Dead Load _ PV-DL 3.0 psf x 1.06 3.2 psf Roof Live Load RLL 20.0 psf x 0.98 19.5 psf f Live/Snow Load LL/SLi'Z TL 35.0 psf x 0.86 I x 0.86 30.0 psf 30.0 psf Total Load(Governing LC) 38.5 psf 41.7 psf Notes: 1. ps=Cs*pf;Cs-roof, Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(Is)p9; Ce=0.9, Ct=1.1, Is=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL(+) CL(-) CF Cr D +S 1.15 1.00 0.43 1.2 1.15 Member Analysis Results Summary Governing Analysis Max Moment @ Location 1 Capacity DCR Result (+) Bending Stress (psi) 1,130 7.9 ft 1,389 0.81 Pass CALCULATION OF DESIGN WIND LOADS - MP2 Mounting Plane Information Roofing Material Comp Roof Roof Slope 20° Rafter Spacing 16"O.C. Framing Type/ Direction Y-Y Rafters PV System Type SolarCity SleekMountTM Zep System Type ZS Comp Standoff(Attachment Hardware) Comp Mount SRV Spanning Vents No Wind Design Criteria Wind Design Code IBC 2012 ASCE 7-10 Wind Design Method Partially/Fully Enclosed Method ., Ultimate Wind Speed V-Ult 135 mph Fig. 1609A Exposure Category C , $_ - Section 26.7 Roof Style Gable Roof Fig.30.4-2A/B/C-5A/B Mean Roof Height h 25 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 30.3-1 Topographic Factor Kzt 1.00 Section 26.8 Wind Directionality Factor Ka 0.85 Section 26.6-1 Importance Factor I NA Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(1(d)(V^2) Equation 30.3-1 37.5 psf Wind Pressure Ext. Pressure Coefficient(Up) GCp(Up) -0.88 Fig.30.4-2A/B/C-5A/B Ext. Pressure Coefficient(Down) GCp(Down) 0.45 Fig.30.4-2A/B/C-5A/B Design Wind Pressure p p = qh (GCp) Equation 30.4-1 Wind Pressure Up Prop) -32.8 psf Wind Pressure Down P(down) 16.9 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 -312 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR 56.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" 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 Tactual - m. 393 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR 71.7% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP3 Member Properties Summary MP3 Horizontal Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties Span 1 5.30 ft Actual D 3.50" Number of Spans(w/o Overhang) 2 Span 2 5.13 ft Nominal Yes Roofing Material Comp Roof Span 3 A(in^2) 5.25 Re-Roof No Span 4 Sx(in.A3) 3.06 Plywood Sheathing Yes Span 5 Ix(inA4) 5.36 Board Sheathing None Total Rake Span 12.50 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 4.58 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 10.75 ft Wood Grade #2 Rafter Slope 22° PV 2 Start Fb(psi) 875 Rafter Spacing 24" O.C. PV 2 End Fv(psi) 135 Top Lat Bracing Full PV 3 Start E(psi) 1,400,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 5/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 7.0 psf x 1.08 7.5 psf 7.5 psf PV Dead Load PV-DL 3.0 psf x 1.08 3.2 psf Roof Live Load RLL 20.0 psf x 0.95 19.0 psf Live/Snow Load LL/SL1,2 35.0 psf x 0.86 I x 0.86 30.0 psf 30.0 psf Total Load(Governing LC) TL 37.5 psf 40.8 psf Notes: 1. ps=Cs*pf;Cs-roof, Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Cr)(Is)pg; Ce=0.9,Ct=1.1,I5=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL(+) iCL(-) CF Cr D +S 1.15 1.00 0.95 1.5 1.15 Member Analysis Results Summary Governing Analysis Max Moment @ Location 1 Capacity DCR Result (-) Bending Stress(psi) -997 6.5 ft -1,653 0.60 Pass CALCULATION OF DESIGN WIND LOADS - MP3 Mounting Plane Information Roofing Material Comp Roof _ Roof Slope 22° Rafter Spacing 24"O.C. Framing Type/ Direction Y-Y Rafters PV System Type SolarCity SleekMount'M Zep System Type ZS Comp Standoff(Attachment Hardware) Comp Mount SRV Spanning Vents No Wind Design Criteria Wind Design Code IBC 2012 ASCE 7-10 Wind Design Method Partially/Fully Enclosed Method Ultimate Wind Speed V-Ult 135 mph Fig. 1609A Exposure Category C Section 26.7 Roof Style Gable Roof Fig.30.4-2A/B/C-5A/B Mean Roof Height h 25 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 30.3-1 Topographic Factor Ka 1.00 Section 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA qh = 0.00256(Kz) (Kzt) (Kd)(V^2) Velocity Pressure qh Equation 30.3-1 37.5 psf Wind Pressure Ext. Pressure Coefficient(Up) GCp(Up) -0.88 Fig.30.4-2A/B/C-5A/B Ext. Pressure Coefficient(Down) GCp(Down) 0.45 Fig.30.4-2A/B/C-5A/B Design Wind Pressure p p = qh (GCp) Equation 30.4-1 Wind Pressure Up Prop) -32.8 psf Wind Pressure Down P(down) 16.9 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 20 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -351 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR 64.1% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" Max Allowable Cantilever Portrait 18" NA i 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 -394 lbs -W n. Uplift Capacity of Standoff T-allow 548 lbs i Standoff Demand/Capacity DCR 71.8% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP4 Member Properties Summary MP4 Horizontal Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties Span 1 5.31 ft Actual D 3.50" Number of Spans(w/o Overhang) 2 Span 2 5.08 ft Nominal Yes Roofing Material Comp Roof Span 3 A(in^2) 5.25 Re-Roof No Span 4 Sx(in.A3) 3.06 Plywood Sheathing Yes Span 5 Ix(in^4) 5.36 Board Sheathing None Total Rake Span 12.46 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 1.50 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 10.75 ft Wood Grade #2 Rafter Slope 22° PV 2 Start Fb(psi) 875 Rafter Spacing 24"O.C. PV 2 End Fv(psi) 135 Top Lat Bracing Full PV 3 Start E(psi) 1,400,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 5/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 7.0 psf x 1.08 7.5 psf 7.5 psf PV Dead Load PV-DL 3.0 psf x 1.08 3.2 psf Roof Live Load RLL 20.0 psf x 0.95 19.0 psf Live/Snow Load LL/SL"2 35.0 psf x 0.86 I x 0.86 30.0 psf 30.0 psf Total Load(Governing LC) TL 37.5 psf 40.8 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=0.9,Ct=1.1,Is=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL(+) ' CL(-) CF Cr D + S 1.15 1.00 1 0.95 1.5 1.15 Member Analysis Results Summary Governing Analysis Max Moment @ Location Capacity DCR Result (-) Bending Stress(psi) -1,018 6.5 ft -1,653 0.62 Pass CALCULATION OF DESIGN WIND LOADS - MP4 Mounting Plane Information Roofing Material Comp Roof Roof Slope 22° Rafter Spacing 24"O.C. Framing Type/ Direction Y-Y Rafters PV System Type SolarCity SleekMount"" Zep System Type ZS Comp Standoff(Attachment Hardware) Comp Mount SRV Spanning Vents No Wind Design Criteria Wind Design Code IBC 2012 ASCE 7-10 Wind Design Method Partially/Fully Enclosed Method Ultimate Wind Speed V-Ult 135 mph Fig. 1609A Exposure Category I C Section 26.7 Roof Style Gable Roof Fig.30.4-2A/B/C-5A/B Mean Roof Height h 25 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 30.3-1 Topographic Factor Kzt 1.00 Section 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2) Equation 30.3-1 37.5 psf Wind Pressure Ext. Pressure Coefficient(Up) GCp(Up) -0.88 Fig.30.4-2A/B/C-5A/B Ext. Pressure Coefficient(Down) GCp(Down) 0.45 Fig.30.4-2A/B/C-5A/B Design Wind Pressure p p = qh (GCp) Equation 30.4-1 Wind Pressure Up PrP) -32.8 psf Wind Pressure Down P(down) 16.9 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39^ Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 20 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -351 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR 64.1% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" 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 -394 lbs -- - Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR 71.8% 2 W f G«C-1NN N v vvC) Z ' rbc�cN -2 pG)pmm^m pnm D D a z z 'f ➢ .Z1 C)<O r n-1 m -m f G n p Z m a N F.mi O n O r O y€ r 'Q N�C) 2 NC Z f D v ppC) m y C) Zp �����4. y K m>«<C-I W( N OZ ZZMr2c,cN(7 Cox C)C)v Mmmmc C)m>> g1. »ice m➢OOOZ�D➢=x ZAZOmm O--SCCOmM>m Ox0T3Oc Nm -'� tirrr o O -,cfzD000AmmoOr m c� Sc'�n < ➢ti D n~ OOCZ-O-,,-0mi{ m M O*G.mm M CCG M15000Am D a'g9MPT< ^ N A mm .ZIrONmf"OKf+IOr m�OC7-i��pZNfi nOZc�o-m CO �t 'L r�.ong ' A -Di-Di v ~Z C=A D Tl ➢Oti 2 pOmr _,A z CO ~iFn� yy�� D mN C7NZ �C O m CD)m .Zplm O g Z 1! m z mm C mm A m m m-i� D JC p O n RY KP. 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