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17A-002
212 SPRING GROVE AVE BP-2017-0432 GIS g: COMMONWEALTH OF MASSACHUSETTS Map:Block: 17A-002 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permits BP-2017-0432 Project# JS-2017-000726 st Cost: 19822.00 Fee:S75 00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: VIVINT SOLAR DEVELOPER LLC 070940 Lot Size(sq,H.): 14984.64 Owner: DETENBER LORE A& MARY D FLEMI toning: RIO QOYURA(10fLlWSP(7811 Applicant: VIVINT SOLAR DEVELOPER LLC AT: 212 SPRING GROVE AVE Applicant Address: Phone: Insurance: 150 PADOETTE ST UNIT B (413) 331-0769 Liability CHICOPEEMA01022 ISSUED ON:10111/2016 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL 34 ROOF MOUNTED PV PANELS - 9.01 KW POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeTvpe: Date Paid: Amount: Building 10/11/2016 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2017-0432 APPLICANT/CONTACT PERSON VIVINT SOLAR DEVELOPER LLC ADDRESS/PHONE 150 PADOETTE ST UNIT B CHICOPEE (413)331-0769 PROPERTY LOCATION 212 SPRING GROVE AVE MAP 17APARCEL 002.001 ZONE RIfI00)/URA(I00)/WSP(78)f THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FELLED OU 1 Fee Paid Building Permit Filled out r Fee Paid Tyneof Con ruction: INS . 34 ROOF MOUN FED PV PANELS-9.01KW New Construction Non M.J__uctural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 070940 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON IN ATION PRESENTED: b'rApproyed Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project:_ Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance` Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit Permit DPW Storm Water Management Demolitiani'l'f J Si am • 1! ,d' g0'1 al Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A Contact Office of Planning&Development for more information. Department use only .r% Section 4. ZONING Au information Must Se Completed. Permit Can Be Denied Due To Incomplete Information 1.11.1.111111111 Requiredby Zoning - Tbiss Poiumn to be tilled In by Bu lding Department Setbacks Front Rear Bldg.Slim"Footage _11111111__111111111N Open Spacemina Footage (lot arm -®--_ mime Nag paved knot) 1.1111.1.111111111111111111111111111111111111.11111111111 A. Has a Special Permit/Variance/Funding ever been issued for/on the site? NO 0 DONT KNOW 0 YES O IF YES,date issued: 4F YES: Was the permit recorded at the Registry of Deeds? NO O DONT KNOW 0 YES Q • IF YES: enter Book Page and/or Document# B. Does the site contain a brook,body of water or wetlands? NO Q DONT KNOW 0 YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Q Obtained 0 ,Date Issued: C. Do any signs exist on the property? YES Q NO O IF YES,describe size,type and Location: D. Are there any proposed changes to or additions of signs intended for the property? YES Q NO Q IF YES, describe size, type and location: E. WiII the construction activity disturb(cleating,grading,excavation,or filling)over I acre or is it part Ma common pian that will disturb over 1 acre? YES Q NO Q IF YES,then a Northampton Storm Water Management Permit from the DPW is required. • SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alteration(*) Roofing Sr Doors 0 Accessory Bldg. El Demolition ❑ New Signs 101 Decks ID Siding En) Other 10] Brief Description of Pro Deed �,y�rA. I�Ins latioonn/ol r f ptounted oh¢otovolttaJ}cc sol! system(1$�#pof o esFa�34',�)�.�¶0 t Kl..- n ra ion vi*timbec rm i P i nNo 'Ad a 6e`dio ro �'YeV"��r'-Na Attached Narrative Renovating unfinished basement Yes No Plans Attached Rail -Sheet em.If New house and or addition to exlsUna homiest complete the following: a, Use of building:One Family Two Family Other b. Number of rooms k each family unit: ^_ Number of Bathrooms c Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f Method of healing? Fireplaces or Woodstoves Nuudm of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 190 ft.of wetlands? Yes „No. Is construction within 190 yr floodplain Yes_No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I Septic Tank Cay Sever i_ Private we__ City water Supply SECTION Ta-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT ,as Owner of the subject property hereby authorize to act on my behalf,in all matters relative to work authorized by this building permit application. nature of Owner Date Vivint Solar Developer ,as OwnerfAuthorized Agent hereby declare that the statements and information on the foregoing application are the and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Savina Cervone Pri 4;me .of Owner/Agent Dote SECTION 8 CONSTRUCTION SERVICES 8.1 Licensed Construction Supervispc Not Applicable 0 Name of Ucente Holder: John A Talbert CS070940 Liceree NUMru 1P,,t •' t- U,T rt A 111.2 03/25/2017 Add// i�� r Expiration Date �J _3-. . 1-176 sio S e r - rekWtene B.Realstemd Nome improvement Contraetog Not Applicable ❑ Vieth(Ns • Of ' is' tet x • ,-e 170848 Company Name Registration Number 3301 N Thanksgiving Way#500 Lehi UT 84043 1/5/2018 Address Expiration Date _Telephone 4I3-331-0769 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(WHS.c.152,528C(69 Workers Compensation insurance affidavit must be completed and submitted with this application.Failure to provide this affidavit n01 result in the denial of The issuance of the building permit. Signed Affidavit Afteched Yes. ❑ No 0 11. - Home Owner Egemption The current exemption for"homeowners"was extended to include Owner-PecuniM Dwellings of one(1) or Iwo(2)families and to atipw such homeowner to engage an individual for hire who does not possess a license,provided that the owner gets as supervisor.CMR 780. Sixth Edition Section 108,33.1 Definition of Homeowner:Parson(s)who own a parcel of land on which he/she resides or intends to reside,on which there is.or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.it person who constructs more then one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible rot all such work performed under the bpildipp permit, As acting Construction Sucervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for persons) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature Page 2 of 2 Stability Evaluation: A. Wind Uplift Loading 1. Calculations for uplift are based on ASCE/SEI 7-10 Minimum Design Loads for Buildings and other Structures,a wind speed of 90 mph based on Exposure Category B and 21, 19, and 16 degree roof slopes on the dwelling areas. Ground snow load is 40 PSF for Exposure B, Zone 3 per (ASCE/SEI 7-10). 2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the dwelling. B. Loading Criteria 8 PSF= Dead Load (roofing/framing) 40 PSF=Ground Snow Load 3 PSF= Dead Load (solar panels/mounting hardware) Total Dead Load= 11 PSF C. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "Mounting System Inc. Installation Manual", which can be found on the Mounting System Inc. website (www.mounting- systems.us). If during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office should be notified before proceeding with the installation. 2. The solar panels are 1 /"thick and mounted 4 Yi' oft the roof for a total height off the existing roof of 6". At no time will the panels be mounted higher than 6"above the existing plane of the roof. 3. Maximum allowable pullout per lag screw is 205 Ibs(nch of penetration as identified in the National Design Specifications (NOS) of timber construction specifications for Spruce-Pine-Ar assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 '/d'. is less than the maximum allowable per connection and therefore is adequate. 4. Roof Sections (1 and 3): Considering the roof slopes, the size, spacing, condition of the roof, the panel supports shall be placed at and attached no greater than every fourth roof member as panels are installed perpendicular across members and no greater than the panel length when installed parallel to the members (portrait). No panel supports spacing shall be greater than four (4) spaces or 64"o/c, whichever is less. 5. Roof Section 2: Considering the roof slopes, the size, spacing, condition of the roof, the panel supports shall be placed at and attached no greater than every third roof member as panels are installed perpendicular across members and no greater than the panel length when installed parallel to the members (portrait). No panel supports spacing shall be greater than three(3) spaces or 60"o/c, whichever is less. 6. Panel support connections shall be staggered to distribute load to adjacent members. Based on the above evaluation, with appropriate panel anchors being utilized and the structural upgrades installed, the roof system will adequately support the additional loading imposed by the solar panels. This evaluation is in conformance with the 2009 International Residential Code with Massachusetts Amendments, current industry standards and practice, and the information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me- " 1� *;pllraa ;t► Rego • 41cl' • •ARP N an P. ar S "+ No. 535. MA License No. 52584 i °gQfi WV, ? Eo � .� cr Al SSioNAL is .4f fr •pYY YYff vivint. Vlvint. 1800 W L Ashton U4l 3 Structural Group P: (801) 234-7050 Jon P. Ward, SE Clint C. Karren, PE Structural Engineering Manager Structural Engineering Manager jon.ward@vivintsolaccom clint.karren@vivintsolarcom August 31, 2016 Revised September 09, 2016 Mr. Dan Rock, Project Manager Vivint Solar 1800 W Ashton Blvd. Lehi, UT 84043 Re: Structural Engineering Services Fleming Residence 212 Spring Grove Avenue,Northampton, MA 5-5204127 9.01 kW Dear Mr. Rock: Pursuant to your request,we have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 1. Site VisivVerification Form prepared by a representative from our office under my supervision identifying specific site information including size and spacing of members for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information was prepared by the Design Group and will be utilized for approval and construction of the proposed system. 3. Photovoltaic Rooftop Solar System Permit Submittal identifying design parameters for the solar system. 4. Photographs of the interior and exterior of the roof system identifying existing structural members and their conditions. Based on the above information we have evaluated the structural capacity of the existing roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: Description of Residence: The existing residence is typical wood framing construction with the roof system consisting of the following: • Root Sections (1 and 3): Roof section is composed of 2x6 dimensional lumber at 16"on center and a single layer of roofing. The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof members. • Roof Section 2: Roof section is composed of 2x6 dimensional lumber at 20" on center and a single layer of roofing. The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof members. Approved Structural Uporade Options 1. Knee wall or Purlln constructed of either 2 x 4's or 2 x 6's with a top and bottom plate attached to the rafters and attics joists respectively, shall be placed in the attic within 12" of a load bearing wall below the attic. The maximum permitted angle of the Knee wall or Pullin struts shall be 45 degrees. 2. Full length sister rafter shall be installed from the ridge to the exterior wall same size as the existing ratter. The sistered rafter shalt be nailed with 12 penny nails in a staggered pattern every 18". One splice in the new rafter may be permitted if plywood mending plates (min 24" in length) are installed on both sides of the rafter with 3/8" carriage bolts. Minimum of 2 bolts are required on both sides of the butt joint with construction adhesive utilized. Based on the span of the existing rafters for roof section 1, a structural upgrade is required to strengthen the roof system. The method to be used shall be determined by the Licensed Construction Supervisor (CSL) under my direction and based on actual field conditions such as access to the attic and location of load bearing walls. All wood material utilized for the roof system is assumed to be Spruce-Pine-Fir #2 or better with standard construction components. The existing rooting material consists of composite shingle. i vivint. The Commonwealth of Massachusetts Department of Industrial Accidents to = r•, iw_; Office of Investigations !�_ ; 600 Washington Street • v Boston,MA 02111 www.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/OrganizatiotondividualY Vt yi el-f- co,itr -8 - Address: 3301 J . j htnlo-sj; v:vj In./wJy `aui4- Soo City/State/Zip: Le i-n' ur c'y 04 3 Phone#: tot - 7 Z 1 - 6 `r S I Are you an employer?Check the appropriate box: Type of project(required): Ly 1. t am a employer with 4, 0 I am a general contractor and I 6. ❑New construction employees(full and/or part-time).' have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet.r 7. Q Remodeling ship and have no employees These subcontractors have 8. 0 Demolition working for me in any capacity. workers' comp.insurance. 9, 0 Building addition [No workers'comp. insurance 5. 0 We are a corporation and its required.] officers have exercised their t0.❑Electrical repairs or additions 3,❑ I am a homeowner doing all work right of exemption per MGL II I: Plumbing repairs or additions myself.[No workers' comp. c. 152, §1(4),and we have no 12.0 Roof repairs insurance required.]f employees.[No workers' comp.insurance required.] 13. — 'Any •Any applicant that checks box At must oho fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they ere doing all work and then hire outside contractors must submit a new affidavit indicating such. tConiractors that check this box must attached en additional sheet showing the name of the sub-comractom and their workers'comp.policy information. l am an employer that is providing workers'compensation insurance for my employees. Below is the polity and job site information. A Insurance Company Name: w e Zs . ^ 4 ,e r;Gan 4rasm rw Hcc. Cs»vwnyJ Policy#or Self-ins.Lie.#: V C CO effj/y 0, , I CI I Expiration Dater tri 7 nen 4 Job Site Addresspp/& C9pr'i l,J 1 011e Ave. City/State/Zip: /I /1 I 1 I I 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 andior one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a tine 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 certify under the pains and penalties of pedury that the information provided above is true and correct Sienattuo: _ Date: 1[- 7 - 1 S` Phone II; Yo ( - 221 - 6.4(S ? Official use only. Do not write in this area,to be completed by city or town official City or Town: Pennit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: MasrdachuaofBWaflding ts-DepaRagutatiortment ofand Public Standards Safety Boans Construction Supervisor License: cS07010 1111 Jabs AJalbnrt - yp 591 ET.MSIRRHT WEST SPRING . ,rts 12. Expiration Conflusoner 031232017 1SE11010.6399049 1JcsanDkw4 Extension IVO «+wwtnau aTRTr sarwRxaestAme aaA This card caddies that JOHNJACBERT • has completed a 10-Hour 05HA Heard Recognition Framwg for the Cmstructwn Industry C4-- 01/25/2014 Dnarmrscott MacWy Trainor.Taylor Mos Grad Date ACORRI, CERTIFICATE OF LIABILITY INSURANCE DATE " °°" 10/29/2015 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. hese IMPORTANT: If the celiticate holder is an ADDITIONAL INSURED,the policyges)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require art endorsement A statement on this certificate does not center rights to the certificate holder in lieu of such endorsemengsj. PRODUCER CONTACT MARSH USA INC. NAS; PHONE FAX 122517TH STREET SUITE 13000, Sog GFr11:— — — — ._ — _( N DENVER,CO 60202-5594 — Mn:Denver CknReDuea:(B,marshCam I Fax.21094&4351 — — — —— -- — — — — — _ _ W InsuranceCopany _ INSURERA'EVd0910n Company 35375 INSURED — — — — — — — — .— —.— — — — — INSURER 0.Zuri;h A eocan Insurance Company — — —. — —...16535 — Vi.inl Solar,Inc — — -- — — Mint Solar DevetperLLC INSURER c,AmerCan Zun:b Insurance fbmpany30142 VtalY:Nar PNWPA LLL — —_ .— —. 3301 North Thanksgiving Way,Suite 500 ixs._.- 01SmINtlala Insurance Company _ 41297 LAN UT 64043 INSURER COVERAGES CERTIFICATE NUMBER: SEA-002920387.07 REVISION NUMBER:: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH 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. M "— .. — ..— T,6p65UeRl — .— .. POOCYEPF POLICY EYF — LIR TYPE OF INSURANCE INRO WVO POLICY ROWER {NMDDTtYNI.WN /VW°: Ud9$ A X COMMERCIAL GENERALUAe1DTY I IISPKCWEoD274 HV01/2015 01129/2016 EACH OCCURRENCE '$ _ _ 1.000000 CLAIMS.MAUE _X OCCUR F PREMISES(E C PREMISES(LeQnGprsgy- 8- — 50.000 X 'SIR$105500 _ _ _ _ MED EXP(AnySCGkT - _ aV_JURV S • PERSONAL S ADV INJURY $ 1,000,000 'GEN'L AGGREGATE LIMISPPLIES PER GENERAL AGGREGATE '$ _ _ 5000000 POLICY j( , I IOL I PRODUCTS tCOMPbP G $ _ _ 2000,000 _'OTHER. B AUTOMOBILE LIRIUTY %13AP509501501 '11/01/2015 11/01/2016 COMMRINE SINGLELIMIT .$ 1=DM '`V % ANY ANO _ I BOD/LY9 INJURY(Per Terson) ALL CRANED SCHEDULED `- -AU1 D6 O$ tiBODILY INJURY Ym...—xod555N1C.S AWTEU '�FE�ry�A3gX • HIREDAUTOS X AUTOS I S CompiColl Cud _ 9 1.000 6 UMBRELLA LIAR X OCCUR VES000211& ..,11/010015 01/29/2016 EACH coclmRENce mss_ _ 5,000.900 X EXCESS LJAB5000.000CIMS. DE ,AGGREGATE _ _. • _ _ DEQ RETENTION$ - I S L WORKERS cOMPENsAlioN R OTR- IAND EMPLOYERS LMR TY YtN WC509801301 11roP2015 YI B X $TATur ANYPROPRIETOWPARTNER/EFECUTIVE AZ,CA,CT M,MD,NJ,NY.NV,NM, 'EL EACH _ . s Leo WO .OFFICEPPMEMBER EXCLUDED? `N N/A —. — — I(MenMmy M NH) '013.PA,UT I EL.DISEASE-EA EMPLOYEE 1,00,050 E R L'y aellmm under WC5096o140t(MA) I11roV1015 Ii:rolnollg - - - - .-IDFacRIPTIONaFOPENAnONsoWw EL EPSEA$E-POLKCY LIMIT I$ 1,000,00D A E1@rs&ih3SSJOns& 119PKGWE00274 11/012015 10129/2016 I LIMIT 1.000,000 CoutractomPalluson ,SIR 100.000 • _... OESCRWTAN OF OPERADONS 1 LOCATIONS t Y'ENIC E$(ACORD 101,Adpmul RmMda Schedule,may AN attached irngn sotto Rpr6ntl) CERTIFICATE HOLDER CANCELLATION Town DNodllampb° SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 212 Mari Street THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Nonhamolon,MA 01060 ACCORDANCE WITH THE POLICY PROVISIONS. ,� AUTHORIZED REPRESENTATIVE 11 1 of MxM USA Inc. Kathleen M Pauli -mak m. JQt¢!so. 171988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD TIE INTO METER# Roof Section 2 38453361 RoofAamulh.179 Roof Tl11:19deg 2 $ 3I ¢¢ :/ Ig A CHIMNEY OMP.SHINGLE Roof Section 3 RoofAamut:269 r ire, ROMIm 16 gli = d �/. % I /71 �a � • 1 PV STRING#1': P4. \ " 5 V MODULES � ` , \`\`� N R § R CHIMNEY \\\,\\ , _ „SHEET_ \�hk./` -V STRING#2: NAME 1 17 MODULES � L Roof Section 1 Roof Azimuth.89 O Roof TEL 21 ¢o. 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KEEP JUNCTION BOX OFF ROOF PV SYSTEM SITE PLAN ,- 2CALE.2132”=12C2 > .... i MOUNTINGAI IY DETAIL li ; J iE 'yh wNNEm at L FOOT VW TS I lit I� ° g p $ w.,ExTN HO MIS � �; COMP ST O Ids �Il PV MODULES,TVP.MOUNT OF �StYON PILE,PARALLEL TO ROOF PLANE / _ • pair ILVinrs Ai i Yair ry TORGU 1312 FT NS MOUNT DETAIL-MSI NctµPoE,nIL PV ARRAY TYP. ELEVATION IE--_� --® PERMITTED L.FOOT NM WITH METAL FLASHING _ VrviSi ALPHA+ RAIL DETAIL SPACING CONNECTION END CLAMP MOT ToyaLE 9cµF MID44 CLAMP "'-RAFTER iL\ L RAE � � L5 SINffiHt MO}AES Et R LLCM SHARED RAILS E L.cooT, 3 - i LONNECTIGN END CLAMP CAN I"SR L. NtXlul.E ENO CLAMP ' LANDSCAPE sunILS btluP ��...L MAI SF AC NOLL E;ALTC : W 1 USING SHARED NAI LS "Z MI ii. ' SHEEP MIG CLAMP I trOCT 5555E515* tkncp NAMY. w I RMIiTED RAIL f? ' WAG NG T MODULES IN PORTRAIT/LANDSCAPE PV SYSTEM MOUNTING DETAILGHEE' ACHS CAP OTm IAO ........ ..� xor"555" PT) Photovoltaic 5.5 1°m DCSystem5Ru I 111.113 VB)CI AC System7600 LPV Ythre N-i Conduit Conduct&Schedule (Ail m ouaGNSMu90E COPPER)UVPEaI DvSlApOoa Wire ime P2(V V) A-Rree Mr vmc` gaEe n 14NIM*WeC wt 3.5 C P G nE{EG/GC M BARE N/A-FreeAir V - ^ iIWN E 0PWG 4(N L -9,1R C $ .1111111113 YS NWN-2 uMBA11GRN PVC bocf OAI$ip &4XtW IM i W - Ground )IG NI BIS i W -x S( 2> I BIWioranisill a ' TrWN-t-Ground 1(GRN ( a '" o IISmWN-" 101.1.5111.)N101aW iNWN-l'Ground BAWD 1GRN , i4 ISE •54:1 I e 7•i• • SIEIV j mZti 24 E YE1_ JNAMsUW,C 5nf rrv¢t Supply av ionX 4m/cone wseo nets°A22 rt EDM A3 ¢ L v mmga ceucyy.{.. c trenixeamtm S z ^„ xxuixnnoxt SMff) M 5REE1 XmJOnL111G 2 KVV ... 1I 5 . : M I 3 C 41 e21212101 11 2.11 - SHE51 1 0 1 So i d. " NVMBER: M WU,/5 1 Vi SI flLG 210 6'KNIFE'Hf Nn0tif LPIXMr[V11112'NC a o U X 2122°224E21 ouC EO IN SIOHt Prim yj )asv ryH4CN3AV =mm w!iis r,,, n mtt el J CorductorCaiculations — .. d . 99 Module Baling 015TC •Wire Gauge Calculated from NEC code 310.15(n the Roof)ambientnln eture c R000,ton. e' Module Mak4Mnnol IKM165P �— from NELd for I1/using the 290Cnd column til me Nm00rl5C whom(Off the of con µ Max Power-Point CUVent(Imp) 8.44 Amps 31.4 volt; after310.251001Mfor`1/1 off tool,and raceway 611 aelesirren1310.151811Yfi1.Rating of conductor k DC Safely w(ilh Mae p t Voltage(Voe 386 V I Imme gaugeNu xMeager.gMOCI Au rdt xCudW RP("mate E fr { a3 Raede ma;oiler 8 d f' er P(z L Iat' x} P goof•CfO a s r 0. v NEC6 35 ill _ se C' -C (Ml 903 Amps {O PNt};Meat/gnome Mt oA,40 40 d>' 0.8(4 18>18 SrT 'opens all ungrounded conductors M SeriesFuseLNPD) 15 .A p 1 ff Roof Rdl 50q A leCConductors).tors) 501 W F 2 2 g 265 W 10X8 t(: Hauge df 50 50A I1 3C 0 _ Hom.M aurum Power al MC Terme) is IU3f ROOM:6 gauge wire rated for 65 A. BSA x 1(3 Foneuclors1=65>40 D Maximum System Voltage loa-0.3' C) Optimizerower Solar Wave tO(1 �Vof Temperature Coefficient A.31 — %/C • OCL Input p ut Menem Moot Voltme Me WM TX Meginput Current 125 Amps -TAPOutput Current AN g to NEC 690.11111111 31.65 Amps De Max OCorot 15 Amps NominalACVoltage 140 VOltil '" Max String flrtmg 5250 Watts THIS PNET 15 FEB flV MULTIPLE SOVBCESIUt IIIY AND 50LA81 1 !flerMake/ , 307.5 %UeEIfi[ 37.5 %pel MgMA 2£O V I rwMtPnu U [wren 31 A p_„ RCOETO NECNOUCttW MCIPES DESI6O IN COMPLIANCrax p 1 [enr t3 ps W TN C 6908,rAB tS 31 ISIP/1111a),3111.350113)(a1.tC1 C ps310]51 )13111,310.15191(11.CHAPTER 9 TAMP 4.5,&9.Output Mutt Current 40 p/]Omr LOCATIONSPECIFIC TEMPERATURE OBUAINEO FROM ASHRAE 2019 la DATA TABLES. IF ASHRAE]013- u J Itglreu MAonl1M 2%OS Oelign Temp-ELI Ceitme Town'Min.Mean Extreme 00--259 Cehiue„ ,, "-1 Q -""' OCPD Calculations 4 of Breakers cener Wen e Pvnr n Output M caps nt0ewdler) of moeule1 Per Urtm Lp%I1d91NE:code 210 191.11)(11(41 gu19 Max AC nr en@ex MOO rmer.er ile ffi5 f?600AUS-0 Max Ompu1=3i ee Aa l 1'5(NR code 1I 0.191A}(i}(e}j o.... -39;BA a 40A{OCP0) system Output current w/conti flu oils duty 3955 a 40A 1Sylem OU9) x a 111 a' Y '„ < S ( Other Notes 1 a :1111 — SHUT •ALL WTERMet RACEWAYS CARBTiei DC MOMENT SHAM ST MEMALMC NAME-- •All alnpacItY czlculat or¢are made in carry}Tans with NEC E20 Ma) '" of r , I SY,EEF NUMBER N .. — w tom~ mounting systems Building data Site data Country USA IBC 2012 Terrain height Oft Building specifications Roof type Gable roof Building length 44 ft 6.00 in Building width 32 ft 6.24 in Building height 15 ft 0.00 in Roof specifications Roofing Composition shingle Rafter width 2,0 in Roof pitch 21° Rafter height 6.0 In A Rafter spacing 16.0 in a \tel i n Developer: Page 1 of 10 Date 8/30/2016 MS Version 2.0.37,0 • IglOr mounting systems Loads Snow load Importance factor 1!: 1.00 Ground snow load pg= 40.0001b/ft' Shape factor C,= 0.754 Snow load-flat pi= 28.0001bjft2 Snow load-sloped p,= 21.110 lb/ft' Seismic load F,=(0.4*a,*Sos*Wp) *(1 o-2*zjh)j(R„jl,) Design spectral acceleration factor Sm= 1.00 Component importance factor 1,= 1.00 Component operating weight Wp= 2,4241b/ft2 Component response modification Bp= 1.50 factor Component amplification factor ap= 1.00 s Height in structure of point of z= 15.000 ft attachment of component Seismic design force F,= 1340 Ib/ft2 Wind load Basic wind speed v= 90.00 mph Terrain category 8:Urban and suburban areas,wooded areas,or other terrain with numerous closely spaced obstructions having the size of single-family dwellings or larger. Wind Gust Velocity Pressure q 12.350 Ibjft' Roof areas Distributed Wind Loading per Base Rail Pressure[Ib/ft) Suction[Ib/ft] Field 20.099 -36.179 Edges 20.099 -68.338 Corner 20.099 -104.517 Developer: Page 2 of 10 Date 8/30/2016 MS Version 2.0.37.0 Isrestior mounting systeinss_ Dead load Module area ,4,,,= 17.62 ft2 Modul weight GM= 41.89 lbs Dead load gM= 2.424 lb/ft' Load combinations (ASD) LFK1: Ed=D LFK2: Ed=D+L 1FK3: Ed=D+ (LorSorR) LFK4: Ed=D+0.75* L+0.75*IL,orS or R) LF1(5: Ed=D+(0.6*Wor0.7*E) LFK6a: Ed=D+0.75 * L+0.75 * (0.6*W)+0.75 *(L or S or R} LEK6b: Ed=D+0.75 * L+0.75 • (0.7*E)+ 0.75*5 LFK7: Ed=0.6*D+0.6*W LFKB: Ed=0.6*Dr-0.7*E L 6 Q max action [Ib/ft'] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 21.970 8.433 -5.310 1.789 Edges 21.970 8.433 -11.240 1.789 Corner 21.970 8.433 -17.910 1.789 Developer: Page 3 of 10 Date 8/30/2016 MS Version 2.0.37.0 'weado► mounting systems max action per unit length of rail (lbfftj Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 71.520 27.450 -17.290 5.823 Edges 71.520 27.450 -36.580 5.823 Corner 71.520 27.450 -58.290 5.823 r Developer: Page 4 of 10 Date 8/30/2016 MS Version 2.0.370 wiertompr mounting systems Module field layout Module manufacturer link°Solar Module length 65.0 in Module type JKM265P-60 Module width 39.1 in Module power 265.00 Watt Frame height 1.6 in Number of modules 25 Modul weight 41.89 Lbs Module orientation Landscape Overall power output 6.6 kWp L • Developer: Page 5 of 10 Date 8/30/2016 MS Version 2-0.37.0 Isere mounting systems Configuration Fastener capacity Description L-foot 11mm std attach-T-bolt Max.pressure load 816 Ibf Max.suction load -816 Ibf Max.lateral load 677 Ibf Fastener distance 48.00 in Rail Description GS 10/48 Moment of inertia Iz 0.16 in44 Moment of inertia ly 0.24 in44 Resistance moment Wz 0.21 in43 s n Resistance moment Wy 0.24 in43 Cross section area 0.55 in42 yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi Load Rail Stress Deflection under load (%A L160) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Field 39.0% 18.6% 0.0% 14.4 in 38.6% Edges 39.0% 18.6% 0.0% 14.4 in 38.6 % Corner 39.0°% 18.6% 0.0% 12.8 in 38.6°% The system was successfully verified. Notes • Caution- use of shared rails requires precise positioning of the rails fora successful installation. • Only the statics of the solar substructure are analyzed.The rails are designed as multi-box girders with cantilever,and uniform load distribution Developer: Page 6 of 10 Date 8/30/2016 MS Version 2.0.37.0 0 0 0 30 L r, 0 As n vC os N aQ 0 m X nW 1 l 1 ( o sane T A71 ! 1- i B I B B.COID14820FOIBILI211.1 '( £=6$k0248 Wit 116 ft 1.28.1 AI I I I ri I I ¶ t t MI U=1510(4010 W IIB R 106/m; I.)1 i l l l jc, I I J. ; JW lllllllll � lillil � lll � l � � � llilll 3Ln 91 m 0 N t) D 0 0 Alpha' 10011. mounting systems 04M is —! n C eqj _..s( ---I C g en a C C Developer: Date 8/30/2016 Page 9 of 10 MS Version 2.0.37.0 slifr mounting systems cut rails 3x BR 10148 CS; 20ft zugeschnitten auf lx 18 ft 3.21 in 3x BR 10/48 CS;20ft zugeschnitten auf lx 16 ft 4.38 in 1x BR 10/48 CS; 20ft zugeschnitten auf 1x 10 ft 10.67 in BUM Item no, Description Weight Quantity add. items Sum 712-0151 1-foot 11mm std attach-T-bolt head on"inside"1 0 236 lbs 49 0 49 702-0207 MEC CS RH 40rnm 9.000 lbs 28 0 28 700-0102 MC 30-40mm-w/Boning Plate 0.000 lbs 36 0 38 712-0136 Weebiug Alpha+pa 0.000 lbs 7 0 7 807-0131 ACC Wife Management Clip 0000 lbs 50 0 50 807-0134 Omega Wire Management Clip 0.000 lbs 50 0 50 712-0147 Rail/Microinverter Attachment-M13x25mm T-Bol 0.000 lbs 25 0 25 800-1083 BR 10/48 CS;20f1 13260 lbs 10 0 10 708-0057 Splice,external,1.BR 10/48 CS 0.419 lbs 3 0 3 Total 146.4181bs ,, 0. rt Developer: Page 10 of 10 Date 8/30/2016 MS Version 2.0.37.0 r.+mow mounting systems Building data Site data Country USA IBC 2012 Terrain height Oft Building specifications Roof type Gable roof Building length 27 ft 2.00 in Building width 28 ft 2.50 in Building height 15 ft 0.00 in Roof specifications Roofing Composition shingle Rafter width 2.0 in Roof pitch 19" Rafter height 6.0 in Rafter spacing 16.0 in c n . s IS@Opgiq } yes /ti r r1.7 Developer'. Page 1 of 10 Date 8/30/2016 MS Version 2.0.37.0 Nizergiiir mounting systems Loads Snow load Importance factor II:1.00 Ground snow load pa= 40.000 Ib/ft' Shape factor CK= 0.785 Snow load-flat pr= 28.000 Ib/ft' Snow load-sloped p,= 21.970 lb/ft' Seismic load Fa=(0.4*a,*Svs*Wp)' (1+2* z/h)/(RjIpl Design spectral acceleration factor So:= 1.00 Component importance factor I„= 1.00 Component operating weight Wp= 2.424 Ib/ft' • Component response modification Ra= 1.50 factor Component amplification factor ap= 1.00 Height in structure of point of z= 7.5200 ft n attachment of component Seismic design force Fp= 1.9401b/ft' Wind load Basic wind speed v= 90.00 mph Terrain category B:Urban and suburban areas,wooded areas,or other terrain with numerous closely spaced obstructions having the size of single-family dwellings or larger. Wind Gust Velocity Pressure q= 12.350 lb/ft' Roof areas Distributed Wind Loading per Base Rail Pressure(Ib/ft] Suction 0b/ft] Field 33.432 -60.177 Edges 33.432 -113.667 Corner 33.432 -173.844 Developer: Page 2 of 10 Date 8/30/2016 MS Version 2.0.37.0 mounting systems Dead load Module area A.,= 17.62 ft2 Modul weight G*,= 41.89 lbs Dead load gM= 2.424 lb/ft' Load combinations (A5D) LFK1: Ed D LFK2: Ea=D+L tFK3: EdaD+ (L,orS or R) LF1(4: Ea=D+0.75*L+0.75*(L,orSorR) LFKS: Ea=D+(0.6*Wor0.7'E) LFK6a: Ed D+0.75* L+0.75*(0.6*W)+0.75 * (L or S or R) LFK6b: Ed m D+0.75* L+0.75 *(0.7* E)+ 0.75 *S LFK7: Ea=0.6*D+0.6*W LFKS: E<=0.6* D •0.7*E A O Q max action [Ib/ft'] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 23.060 7.942 -5.293 1.757 Edges 23.060 7.942 -11.220 1.757 Corner I 23.060 7.942 -17.890 1.757 Developer: Page 3 of 10 Date 8/30/2016 MS Version 2.0.37.0 mounting systems max action per unit length of rail [ b/ftj Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 124.900 43.000 -28.660 9.515 Edges 124.900 43.000 -60.750 9315 Corner 124.900 43000 -96.860 9.515 A 0. a Developer: Page 4 of 10 Date 8/30/2016 MS Version 2.0.37.0 ISS mounting systems Module field layout Module manufacturer linko Solar Module length 65.0 in Module type 11(M265P-60 Module width 39,1 in Module power 265.00 Watt Frame height 1.6 in Number of modules 3 Modul weight 41,89 Ibs Module orientation Portrait Overall power output 02 kWp 1u ft825 r. oft 2 - JP :0895 c a tO d IC Vt na 19fi9n75n i0 Developer: Page 5 of 10 Date 8/30/2016 MS Version 2037.0 mounting systems Configuration Fastener capacity Description 1-foot 11mm std attach-T-bolt Max.pressure load 816 16( Max.suction load -816 Ibf Max. lateral load 677 14t Fastener distance 48.00 in Rail Description GS 10/48 Moment of inertia b 0.16 inA4 Moment of inertia ly 0.24 inA4 Resistance moment Wz 0.21 inA3 .c Resistance moment Wy 0.24 inA3 Cross section area 0.551nA2 yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi Load Rail Stress Detection under load (%A=L(60) Length Load capacity Roof area (%yield) Rad Cantilever Cantilever Attachment Field 66.0% 31.5% 0.0 % 14.9 in 67.3% Edges 66.0% 31.5% 0.0 % 6.7 in 67.3% Corner 66.0% 31.5% 0.0 % 8.1 in 67.3% The system was successfully verified. Notes • Caution-use of shared rails requires precise positioning of the rails for a successful installation. • Only the statics of the solar substructure are analyzed.The rails are designed as multi-box girders with cantilever,and uniform load distribution Developer: Page 6 of 10 Date 8/30/2016 MS Version 2.0.37.0 mounting systems Construction s COo 82 II II X o 4� _ l _4 _— Developer: Page 8 of 10 Date 8/30/2016 MS Version 2.0.37.0 o R. ° = to 01 0 (p Q C oo W ^ t 0 O 21.11 R Q4 , r en 3.17 ft 1 317ft 9.57 ft I 8.57 ft 1 i —. —; -- 3.17ft 3.elft 3.00 ft 21.17 ft 3.00 ft 'S tn m v i,.. 1 Field iA. 1 Edges Comer u re 0 0 w 0 02, 0 Alpha' a+'w mounting systems cut rails lx BR 10/48 CS;20ft zugeschnitten auf 2x 6 ft 6.86 in, lx 3 ft 3.06 in BOM Item no. Description Weight Quantity add. Items Sum 712-0151 L-foot 11mm std attach-T-bolt head on"inside"i 0.236 lbs 8 0 8 702-0207 MEC CS RH40mm 0.000 Lbs 8 0 8 700-0102 MC 3040mm-ft/Bonding Plata 4000lbs 2 0 2 712-0136 WeeUug Alpha+pa 0.000 lbs 2 0 2 807-0131 ACC Wire Management Clip 0.000 lbs 6 0 6 807-0134 Omega Wire Management Clip 0.000 lbs 6 0 6 712-0147 Rail/Microinverter Attachment-M8x25mm T-Bol 6000 the 3 0 3 600-1083 BR 10/48 CS;20ft 13.360 Be 1 0 1 Total 15.247 Lbs tisL o Q Developer: Page 10 of 10 Date 8)3012016 MS Version 2.0.37.0 111011* mounting systems Building data Site data Country USA IBC 2012 Terrain height 0ft Building specifications Roof type Gable roof Building length 20 ft 10.00 in Building width 28 ft 11.98 in Building height 15 ft 0.00 in Roof specifications Roofing Composition shingle Rafter width 2.0 in Roof pitch 16° Rafter height 6.0 in Rafter spacing 16.0 in i a 15 Yt 0.pp In i / S µ / cbt Developer: Page 1 of 10 Date 8/30/2016 MS Version 2.0.37.0 mounting systems Loads Snow toad Importance factor II: 1.00 Ground snow load pg= 40.000 Ib/ft' Shape factor C,= 0831 Snow load-flat p,= 28.0001b/ft7 Snow load-sloped p,= 23.260 ib/ft' Seismic load F„=10.4= a,=SOS*W,) = (1+2*z/h)/(R,/lo) Design spectral acceleration factor Sus= 1.00 Component importance factor I = 1.00 Component operating weight W,= 2.424 Ib/ftz Component response modification R,= 1.50 factor Component amplification factor a,= 1.00 .c Height in structure of point of z= 15.000 ft attachment of component e Seismic design force F = 1.940 tb/ft2 Wind load Basic wind speed v= 90.00 mph Terrain category B.Urban and suburban areas,wooded areas,or other terrain with numerous closely spaced obstructions having the size of single-family dwellings or larger. Wind Gust Velocity Pressure q= 12.350lb/ft' Roof areas Distributed Wind Loading per Base Rail Pressure[lb/ft] Suction flb/ft] Field 33.432 -60.177 Edges 33.432 -113.667 Corner 33.432 -173.844 Developer: Page 2 of 10 Date 8/30/2016 MS Version 2.0.37.0 r+tea. • mounting systems Dead load Module area AM= 17.62 ft' Modul weight GM= 41.89 lbs Dead load gM= 2.4241b/ft2 Load combinations (MD) LEK1: Ed=D LFK2: Ed:D+L LFK3: Ed=D+(4orSorR) LFK4: Ed=D+0.75"1+0.75`(4 or S or Rj LFKS: Ed=D+(05*Wor0.7 "E) LFK6a: Ed D+0.75* L+0.75 (0.6 W)+0.75` (4 or S or R) LFK6b: Ed=D+0.75 ' 1+075 • (0.7" E)+ 0.75"S LFK7: Ed=0.6"0+0.6`W LFKS: Ed=0.6"0+0.7" E m t a max action [Ib/ft') Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 24.690 7.080 -5.270 1.706 Edges 24.690 7.080 -11.200 1.706 Corner 24.690 7.080 -17.870 1.706 Developer: Page 3 of 10 Date 8130/2016 MS Version 2.0.37.0 wer mounting systems max action per unit length of rail (lb/ft] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 133.700 38.340 -28.530 9.238 Edges 133.700 38.340 -60.630 9.238 Corner 133.700 38.340 -96.740 9.238 2 L G Developer: Page 4 of 10 Date 8/30/2016 MS Version 2.0.37.0 ��►`s 1 mounting systems Module field layout Module manufacturer linko Solar Module length 610 in Module type JKM265P-60 Module width 39.1 in Module power 265.00 Watt Frame height 1.6 in Number of modules 6 Modul weight 41.89 ibs Module orientation Portrait Overall power output 1.6 kWp 0ft 5-69n 16 ft 6.27 in 3 ft 10.64n Y Isft1.00 in 0101.10'.n its Q 1bft 16.(7 if 4ft1..23in -- 4 f'. 123 X 0 RfR91 in 7011 'n 0n;r Developer: Page 5 of 10 Date 8/30/2016 MS Version 2.0.37.0 mounting systems Configuration Fastener capacity Description L-foot llmm std attach-7-bolt Max.pressure load 8161bf Max.suction load -8161bf Max. lateral load 677 lbf Fastener distance 48.00 in Rail Description GS 10/48 Moment of inertia lz 0.161nA4 Moment of inertia ly 0.24104 Resistance moment Wz 0.21 in/3 i Resistance moment Wy 0.24 inA3 < Cross section area 0.55 inA2 yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi Load Rail Stress Deflection under bad (%a=U60) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Field 67.4% 32.6% 0,0 % 7.1 in 72.1 % Edges 67.4% 32.6% 0.0 % 6.3 in 72.1 % Corner 67.4% 32.6°A, 0.0 in 72.1 The system was successfully verified. Notes • Caution -use of shared rails requires precise positioning of the rails for a successful installation. • Only the statics of the solar substructure are analyzed.The rails are designed as multi-box girders with cantilever,and uniform load distribution Developer: Page 6 of 10 Date 8/30/2016 MS Version 2.037.0 i1� mounting systems Construction 0 a a a E6 6 1 ¢ m xl1 Developer Page 8 of 10 Date 8/30/2016 MS Version 2.0.37.0 0 0 r`�+ O f° 14.83 R `_ ,...... -- rt 00 4 0 o Ln 3 4 3.12R I I 3.12 R bO at 8.84 ft 8.848 1 i I 3.12 ftIli 3.12 R 13 N o m 3.00ft 19.83ft 3.00R n N b O Lu O J b I _I Field I I [Qaes S Corner 0 Alpha' mounting systems cut rails 2x BR 10/48 CS;2011 zugeschnitten auf lx 16 ft 7.36 in lx BR 10148 CS;20ft zugeschnitten auf lx 3 ft 4.15 in BOM Item no. Description Weight Quantity add. Items Sum 712-0151 l-foot 11mm std attach-T-batt head or,'inside", 0.236 Rs 12 0 12 702-0207 MEC CS RH40nm 0000lbs 20 0 20 700-0102 MC 30-40mm-w/Bonding Plate 0000 lbs 2 0 2 712-0136 Weeblug Alpha+pa 0.000 lbs 5 0 5 807-0131 ACC Wire Management Clip 0.000 Ms 12 0 12 807-0134 Omega WWe Management Clip 0.000 lbs 12 0 12 712-0147 Rail?Microinverter Attachment-M8x25mm T-Bot 0.000 lbs 8 0 6 800-1083 BR 10/48 CS;20f1 13.360 lbs 3 0 3 Total 42.911 lbs x i Developer: Page 10 of 10 Date 8/30/2016 MS Version 2.0.37.0 vivint, RESIDENTIAL SOLAR POWER PURCHASE AGREEMENT Crosteerar acme and contact efernrarion o-oats 2016-08-13 \a^e(s; Mary Fleming Aevox:-ate eta- ,,.once.vc- ;;ate 2017.02-08 nra"tion Adores& 212 Spring Grove Avenue 212 Spring Grove Avenue Northampton 01062 Northampton .,ane Phone (413)584-6290 01062 ca.. -.one 4135846290 nnn9 maryfleming52@gmail.com $ 0 . 129 2O ' Up-Front Cost Energy Price(S/kWh) Initial Term Our Promises Your Commitment • nee for aargy nrec o C.90 reaf m... • Ma!nto,n a craactand nter'.et correct.c • Keen Yoa In veer eon - ';ug now: Starr:rote - - co(afro _ uteyrwave r., seycna:-e Stens ad Co • 2eaona:ea aro auwcc-ears neaa wren s<Y,eCWing arc wmaee'*c onoe-work At the End of Your lnitiai Term w tne°eree^enr vora _ . e . ... ... _T -.. . ,-;ecam s.-seeuen-anm Systeri at no adc.t or of zee,e, If You Move • 'Jo gara Ore _,eco zero, • ou nu&<•0•Y tne Agr =.e^t. a ae_ary � -_se :re eSeater e_. WE MAY HAVE PRESCREENED YOUR CREDIT. PRESCREENING OF CREDIT DOES NOT IMPACTYOUR CREDIT SCORE. YOU CAN CHOOSE TO STOP RECEIVING"PRESCREENED'OFFERS OF CREDIT FROM US AND OTHER COMPANIES BY CALLING TOLL-FREE 888.567.8688.SEE PRESCREEN&OPT-OUT NOTICE BELOW FOR MORE INFORMATION ABOUT PRESCREENED OFFERS. Tse se cCa^ce- at o- ma._ : e . _c _-n support@ivintsolar.com ; vivintsolaccom 3301 Thanksgiving Way, Suite 500 Lehi, UT 84043=4 877404.4129 I 801/65.5758 NOTLCETO CUSTOMERS A. LIST OF DOCUMENTS TO BE INCORPORATED INTO Agreement, signed by both You and Us, before any THE CONTRACT: work may be started. a. Residential Solar Power Purchase Agreement, G. CUSTOMER'S RIGHT TO CANCEL YOU MAY CANCEL b. Exhibit A—Notice of Cancellation, THIS CONTRACT AT ANY TIME BEFORE THE LATER OF: c. Exhibit B State Notices and Disclosures, (i) MIDNIGHT OF THE THIRD (3RD) BUSINESS DAY d. Exhibit C ei Certificates of Insurance, and AFTER THE TRANSACTION DATE, OR (II)THE START OF e. Customer Packet. INSTALLATION OF THE SYSTEM OR ANY OTHER These documents are expressly incorporated into this INSTALLATION WORK WE PERFORM ON YOUR Agreement and apply to the relationship between You PROPERTY. IF YOU WISH TO CANCEL THIS CONTRACT, and Us. YOU MUST EITHER: (1)SEND A SIGNED AND DATED B. WE HAVE NOT GUARANTEED, PROMISED OR WRITTEN NOTICE OF CANCELLATION BY REGISTERED OTHERWISE REPRESENTED ANY REDUCTION IN OR CERTIFIED MAIL, RETURN RECEIPT REQUESTED; OR ELECTRICITY COSTS IN RELATION TO THE SYSTEM THAT (2)PERSONALLY DELIVER A SIGNED AND DATED WILL BE INSTALLED ON YOUR PROPERTY. WRITTEN NOTICE OF CANCELLATION T0: VIVINT C. IT IS NOT LEGAL FOR US TO ENTER YOUR PREMISES SOLAR DEVELOPER, LLC, 3301 N THANKSGIVING WAY, UNLAWFULLY OR COMMIT ANY BREACH OF THE SUITE SW, LEHI, UT 84043, ATTN: PROCESSING PEACE TO REMOVE GOODS INSTALLED UNDER THIS DEPARTMENT. IF YOU CANCEL THIS CONTRACT AGREEMENT. WITHIN SUCH PERIOD, YOU ARE ENTITLED TO A FULL D. DO NOT SIGN THIS AGREEMENT BEFORE YOU REFUND OF YOUR MONEY. REFUNDS MUST BE MADE HAVE READ ALL OF ITS PAGES. You acknowledge that WITHIN 30 DAYS OF OUR RECEIPT OF THE You have read and received a legible copy of this CANCELLATION NOTICE. SEE THE ATTACHED NOTICE Agreement, that We have signed the Agreement, and OF CANCELLATION FOR AN EXPLANATION OF THIS that You have read and received a legible copy of every RIGHT. DO NOT SIGN BELOW UNLESS WE HAVE GIVEN document that We have signed during the YOU THE "NOTICE OF CANCELLATION." WE ARE negotiation. PROHIBITED FROM HAVING AN INDEPENDENT E. YOU RISK THE LOSS OF ANY PAYMENTS MADE TO COURIER SERVICE OR OTHER THIRD PARTY PICK UP A SALES REPRESENTATIVE. YOUR PAYMENT AT YOUR RESIDENCE BEFORE THE END F. DO NOT SIGN THIS AGREEMENT IF THIS OF THE CANCELLATION PERIOD. AGREEMENT CONTAINS ANY BLANK SPACES. You are H. You have the right to require Us to have a entitled to a completely filled In copy of this performance and payment bond. • 8Y CHECKING THIS BOX, YOU AGREE TO RECEIVE ELECTRONIC RECORDS AS FURTHER DESCRIBED IN SECTION 7(m),AND AGREE THIS CHECKBOX CONSTITUTES YOUR ELECTRONIC SIGNATURE. j BY CHECKING THIS BOX,YOU AGREE AND OPT-IN TO RECEIVING TEXT MESSAGES AS FURTHER DESCRIBED IN SECTION 7(n) AND AGREE THIS CHECKBOX CONSTITUTES YOUR ELECTRONIC SIGNATURE. • BY CHECKING THIS BOX,YOU AGREE TO ARBITRATION AND WAIVE THE RIGHT TO AJURY TRIAL AS DESCRIBED IN SECTION 6(e) AND AGREE THIS CHECKBOX CONSTITUTES YOUR ELECTRONIC SIGNATURE. VIVINTSOLAR DEVELOPER,LLC CUSTOMER(S): a w 1 x o Signature: .Signature: Printed Name: Philip Warren Printed Name, Mary Fleming Salesperson Na.: 201503 Signature: Printed Name; cc Ni solarSolarEdg - • • 11, W e power Optimizer F-- d' Module Add-On For North America a P300 ( P400 1 P405 CCW / 3 O if F, . ifit11604 • PV power optimization at the module level Up to 25%more energy s of olarance to pat snading - 99.5%1 }ram menufaaturingt Superior efficiency(99 dole rnismatth loses, o Mitigates system temdesi mo ace unlearns( . Flexible system design fir maximum space ff with a single bolt Imanitoring Next general n wi with module-leve • for raider and firefighter safety Next generator maintenance so\atedge.us voltage shutdown wW W- Mod�ie-level v aAUM1 - ��f�NA - �50.AE1. Aust - SEAMAN,/ CIAO cSANIt IAPAN USA % solar ' • • SolarEdge Power Optimizer Module Add-On for North America P300 / P400 / P405 P300 P400 P405 (Por Word nodule! (Nr n at 96aeii meduit0 (for tion film nwuIe) INPUT Rated Input DC Pewee" 300 400 405 W Absolute Maximum Input Voltage 48 SO 125 Vdc (Vac at lowest temperature) MPPT Operating Range - 8,48 8 80 12.5 105 Vdc Maximum Short Circuit Current Ilse) 10 Adc Maximum DC Input Current 12.5 Adc Maximum Efficiency 94.5 % Weighted Efficiency 982 % Overvoitage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60 85 Vdc OUTPUT DURING STANDBY tPOWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE EMC FCC Parti$Class 8,1E661000-64,IEC51000-6 3 Safety IEC62109-1(clan II safety).ULI741 RoHSYes INSTALLATION SPECIFICATIONS Maximum Mowed System Voltage 1.000 Vdc Pxxx-2 series 141x 212 x 40.5/5.55 x 8.34 x 139 mm/in Dimensions(W xlx N) 128x 152x2).5/ I 138x 152 x35/ I 128x152x48/ mm(in 9 Pux$series 5x5x1.08 5x5.97x137 5x5.97x1.89 We1ght(MCI uding cables) Pxm-2 Serres 950/2,1 gr/lb Pxxx-5 series 770/17 930/205 930/2.05 gr/Ib Input ConnectorMC4 Compatible _ ._. . Output Wire Type/Connector Double Insulated;MC4 Compatible Output Wire Length 0.95 I4.0 1J/3.9 m/ft Operating Temperature Range -40-+85/-40-4185 C/'F Protection Raring I Pxxx-2 series IP65/NEMA4 1 Pxxx-S series IP68/NEMASP Relative Humidity 0-100 % ia.t.0 n.m.w no ,cda nwm,e 0.4)10-sx zW?lefean,+.ua«a PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 2O8V THREE PHASE 480V A SOLAREDGE INVERTER," Minimum String Length 8 10 18 (Power Optimizers] Maximum string Length 25 25 50 (Power Optimizers) Maximum Power per String 5250 6000 12750 W Parallel Strings of Different Lengths Yes or Orientations me!,'wakened w mix Kens vmPaJww000KKOtow.u,. P)x CE Ei4 1111111 solar - • • = CC W SolarEdge Single Phase Inverters CC For North America W SE3000A-US/ SE3800A US/SE5000A-US/SE6000A-US I SE7600A-US/ SE10000A-US/SE11400A-US ,Z • h silos z: • • S • S The best choice for SolarEdge enabled systems Ai Integrated arc fault protection{Type 1)for NEC 2011 690.11 compliance — Superior efficiency(98%) — Snail,lightweight and easy to install on provided bracket ▪ Buih-in module-levei monitoring — Internet connection through Ethernet or wireless sr Outdoor and indoor installation — Fixed voltage inverter,OC/AC conversion only Fr Pre-assembled Safety Switch for faster Installation — Optional—revenue grade data,ANSI CU 1 USA GER MANY-I'rA;y-FRANCE• 1AVAN-CHINA-ANSTRAJA-THE NE'HEALANCS•ISRAEL www.solaredge.us solar - . . Z. Single Phase Inverters for North America SE3000A-US/SE3800A-US!SE5000A-US I SE6000A-US/ SE7600A-US/SE10000A-US/SE11600A-US SEADMA-US SE3NIML5 SE5000A-US SE6000A-US 507600A-US SE16000M U5 SEi1400AL5 OUTPUT Nominal AC Power Output 3020 309n 5000 6000 7600 99g0@30811 11400 VA 18'008@24011 Max.AC Power Output 8] 4150 'CEO p+fOBV 5000 8350 IOBCO@]OBV 3312000 VA 5450.1 10950 M24aV AC 208-229 Vac Min,-Num:Mavis 1 J )13.208-229 AC Output Voltage M rsNom76tax)1 I / 1 J J / se 211-240.264 Vac AC FrequencyMnuNom:Maxm 593 60 505(with$l ouniry settfug 57-60005) w Max,Cob Output Current 12.5 16 24[u 20811 23 32 90 @ 2.08V475 A 1 21#24011 I 42 M 24011 QM t A UWhy Monitoring,Islam:RogProtection,Country Configurable Thresholds ren yes INPUT Recommended Mex.OC Powerm 3750 4750 6250 7500 9500 II400 14250 W (Sins ansfo mer less w'goundad r v., Max input vintageSao Mtc Nom.OC repot Voltage .__ 325 @ 208VI 3500, 24101 WK Max.Input Curtent'A 95 Ii 16.5@ZO8V IS E3 33@tOBV 345 Adc 35.5 @WV . 30$@24011 Mae.input Short Circuit Current 45 Adc AeverserPoladty Pm[eceon Yes Ground-(aue Isolation Detection 6001w Sensitivity Mexlmumfnvptter Effriency 97.) 98.2 98,3 983 90 90 98 'A 975#208V 97 GE MEV CEC Weighted EHiCien[y 975 98 IA M WV97.5 97 5 975#24011 97 5 M Nighttime Power Cansumpnon r <25 C4 W ADDITIONAL FEATURES Supported Communication Interfaces RS4g5,85232,Ethernet,218Bee(OFttonal) Revenue Grade Data,ANS'C324 r Optbnal"' Rmod-Shutdown—NEC 201469012 Fu cfionabty enabled when SolarEdge rapid shutdown hi-5 in talledn' STANDARD COMPLIANCE SRrery r r rr U11741,0116998,161998.CSA 22 2 Grid Connection Standards _ 05E1547 Emissions FCC(6rt0 crass INSTALLATION SPECIFICATIONS AC Wlput conduit site/AWG range 3/4"mminwm/56-6 AWG 3/4"miepmum(S-3 AWG 071 input conduit ae}paf strings/ MBrniumum/1-Z strings/166 AWG 3/4 minimum/12 strIngs/I45AWe AWGe Dimensions with Safety Switch 30.5 x125 x7/ I 305w32567.B In/ (UVAND) In x315 x 172 775x3151193 305x12,5 x10/7258315 x 2w nm Weight [h Safety Switch 512/131 54.)(241 894/410.1 ib/k8 Peering Natural Cowection Fans(user replaceable) NpiSe <25 150 dRA mit-May Operating Temperature 03 ro 7140/15 to 750(-4010760 version available)`) Range Protection flaks, MMAMMA 3 Fe R ryy pNeav wvkavewEelsh'emwa'ur.udu,mn FOSG'r'm I35a for 4vomnwnncn n'r'ox n'rp5'f sIMP.26VW,bU-BIAIMMlitliLmete 46 wuemkavA=4x n5 was.Peowrm M 4mu ue.rcu m'wumrAewbn+'sN I1151au50-51 Nsl kit pf N!•Yessev•Imes Brit e5mour MO 3 iw om PWn.0 e44004M4 0 -11111 RoHS morsts Power Optimizer l SdarEdge Monitoring Portal Loge I Plrence Program English(North Nnmcat Search Follow U5 CORPORATE SOLUTIONS PRODUCTS TOOROER SERVICE MEDIA 0/) OC Ni __ r- a_ MOM oWW Power Optimizer Inverter Monitoring Power Optimizer ee " mir,°^° ".tire i Is]SolarEdge Power Optimizers The SolarEdge power optimizer rs a BMOC converter worth is connected by installers to oaths PV module or embedded oy module manufacturers. roplac ng the traditional Sola!junction box.The SolarEdge power opimmers Increase energy output from PV systems by constantly tracking the award maximum power point(MPPT) of each module indiNnuady, Furthermore, the power optimums monitor the performance of each module and communicate performance data to the SolarEdge mor tanng porta!ror enhanced,aosteffectve module-level maintenance_Each power optimizer is $rot equipped with Me unique SOIeDC'N feature which automatically snots down modules'DC voltage whenever the inverter or grid power is shut down. The MPPT per module allows for flexible installation design writ maple onenations,tilts and nodule Coes In Me same string. Mien welting with SolarEoge Inverters,Sotartdge power optimizers automatically maintain a fixed string voltage,allowing instellerseven greater flexibility with longer strings and strings of different lengths in order to design optimal PV systems. The SotarEdge power optimizers are compatible with oSi and thin-film modules and have'a 25 year warranty. The following power optimizer models we rivaled.: P Subs Mpdabe Add-0n Power OWmixere Connected byinstallers to the PV module aha compatible with a wide range of modules Power Optimizer P Model Module Power i Module Voc P300 s3WW <48V P400 s400W <80V P405 s405W �iTSV QOwmgad daludneet P-series Commerce]Power°veneer Commere al>obton contiectny two modules per power optimizer i Power Optimizer Model Module Power Module Vac P600 I56001N" 86V P700 ,700W' C 125V Paten combined STC power of 2 ma8rutes connected In Bene&Module of up tor-5%power toierance allowed pownluad dates/met ire/www.sdaedjeroe/Mq,psArsJp7nerboop rver-optimizer 1/2 220.2015 Power Optimizer l SdarEdge Feature highlights of SolarEdge Power optimizers: Per-module Maximum Power Point Tracking(MPPT) Superior efficiency;99.5%peak e9etency,,98.8%weighted efficiency) Mitigates all Apes at modules mismatch-foss,from manufacturing tolerance to oarriel Shading Devgned for extreme environmental conditions 25 year reliability and warranty Advanced.real time performance measurement Automatic module DC voltage shut-down for installer end firefighter safety Embedded by module manufacturers.or connected by installers to P$i and tnin-flim modules Bebrfone Technolemes Ina.men Mehra RerervM Careers I Contact kubacnW RSB Feed*I Terme 8 Conditions httpltwww.sdareckAusgagsluS/pmverbex-power-optimizer 212 ■ f :; ....II--IC STRIIMIAl MINUS July 21,2014 Mounting Systems, Inc. 820 Riverside Pkwy Sacramento,California 95606 TEL:(855) 731-99% FAX:(916)287-2269 Attn.:Mounting Systems. Inc.-Engineering Department Re:Engineering Certification for the Mounting Systems, Inc. 13/52 Rail Alpha+System PZSE, Inc.-Structural Engineers has reviewed Mounting Systems. Inc.'s 13/52 rail span charts, rail allowable uplift wind force and performed mil component capacity check including L foot bracket,end clamp and mid- clamp. All information,data end analysis contained within the Mounting Systems Inc.rail span charts am based on,and comply with Mounting Systems Inc.'s Alpha Engineering and Technical Data and the following codes: 1. Minimum Design Loads for Buildings end other Structures,ASCE/SEI 7-05 2. 2009 International Building Cede, by International Code Council, Inc. 3. 2005 Aluminum Design Manual,by The Aluminum Association 4. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic(PV)Panels, November 1,2012 by ICC-ES This lever certifies that the loading criteria and design basis for the Mounting Systems,Inc. 13/52 rail span charts,rail allowable uplift wind force table and rail components capacity check am in compliance with the above document and codes. If you have any questions on the above,do not hesitate to call. Sincerely, SHonMitty T/. Paut a, O ZAGREB RUCTUMt N Paul Lacher, SE- President No.SOrtp o.aTE- rXV✓»/]O.. 3150 Sarva(ohepn&Jena ,Suitt 150 • Roseville,CA 95661 • 916 961.3960 P • 916.961.3965 • www.pas.com 13/52 Rall Zone I Span Chart Expowra Wind Ground Snow Load Speed 0osf 10 pst 2Op0 30 psf 40 psf SO psi 60 psf 70 psf 80 psf 90psf s,5 10.0 s,5 )0 6,0 5.5 5.0 4.5 4.0 CO 3.5 100 10.0 8.5 TO 6.0 5,5 5.0 4.5 9.0 4,0 35 110 93 0.5 7.0 80 5.5 5.0 4.5 4,0 4.0 35 Category 120 9.0 8.5 TO 6.0 5.5 50 4.5 4.0 4.0 3.5 a 130 80 80 7.0 60 5,5 5,0 45 4.0 4.G 35 140 7.5 7.5 65 60 5,5 5.0 4.5 9.0 4.0 3,5 150 1.0 7.0 6,5 5.0 5.5 5.0 4.5 9.0 4,0 3.5 160 7.0 70 6.5 6.0 5.5 5.0 45 4.0 4.0 3.5 Speed O• t a0.sf IDvsf 30 psf 9004 SO.sf 60 psf n1.if a)•d 90 osf • Exppaure si!Srl O.sf 10 osI 20psf 30 os f 40 OS 50 osf 43psf 70 psf 93. 90oII 5( a 90 a a0 60 fl 5,0 fl 9.o .,0 MEI 100 0 a0 zo CO 0 50 © as 4.0 fl 110 fly z0..: 60 fl, 0 p'- - 40. fl SNI iA J.0 0. 60. SEMI 3.0 . .-.p .SOaIwincan 130 INES11111311111IIIIIIIniaill 50 f3 1Yir 240 60 60 _' ® 5.0 111:131111Mnialli01111a11111 150 1111M111011102111101 S.O..fl.5 J1! to. :Sall 160 IltannINIEEMINIMMI 0 Illitlilatsinuirramisnas a. The table above ONLY iotludes 1337 raft capacity check.it does not include roof capacity check b. Wind importance factor per ASCE l OS Topographic factor,kat a 1A 6 Maximum mean roof height s 30ft. e. Average parapet height iso ft f Hoof pitch is between 7 degree and 17 degree g. Matimum solar panel weight is 60 Ns h. Knight of solar panel is between T'and 16'to rod r DeliectIon cntefia of M60 per 4647.8 Section 43 I. The wind SPEWS above are ASD values k Mounting Systems,inc.strongly recommends a maximum span of 4 feet,but In any case,not to exceed the maximum span indicated en the chart I. The span length applies to a seismic design category E or less m. Matimum cantilever Is V3 I 13/52 Rall 20ne 2 Span Chart Exppwre and Ground Snow load Speed 0psf 1045( 2D psf , 30 ml 40psf 56 psi 60 psf 70 psf 40 psf 50 pst a5 8.5 g.0 7.0 _ 6.0 55 5.0 4.5 4.0 40 3.5 100 7.5 75 7.0 6.0 5.5 50 4.5 40 40 , 3.5 110 70 , 7.0 5$ , 60 5.5 5.0 45 4.0 4.0 3.5 Catagoi 120 65 65 6355 50 5.0 4.5 4.0 40 3.5 6 130 60 6.0 6.0 , 55 5.0 45 45 , AO 4.0 . 3.5 140 55 3.5 55 5.5 5.0 45 4.5 4.0 4.0 3.5 150 5.0 , 5.0 50 5.0 5.0 , 4,5 45 , 4.0 4.0 3.5 160 5.0 5 0 5.0 5.0 S.0 45 4.5 40 4.0 35 =El o•o 10• 10 pct 3opst 40.sr 5410060.:f 70 psf 80 05f 90 oaf ExposureWIM Ground Snow load speed 0 p 1044 20 mf 30 psf 4040 SOpsf 60 011 7Opst , 60 psf 90pf 3w.:: -60 ...,At 4 -,to ' SS .50ES.., i�sp , 4A,,,,, 35 , 170•.. 3s „it' 5.., sa u . 5ri •. .. ss 4 Ca v :-"' -: 544 'SC," SO "Sp . s0 ,-.65 ., -u - ;40 . a0 35 0 .#au, " .3A.i . 30':. -.w..'..:..5.0 to i -.4$ 45 ..Jsp „40 35 i$0.... 4O ".Y�_ : 4O .. 40 40 , 50 4.4 4& , 40 35 1[0 40 2 . to , - to 40.., - to to 50 40 411 3.5 Thecable above ONLY includes 13.52 rad capacity check.It does not include roof capacity check b. Wind importance factor per ASW-05 c. Topographic factor.kit is 10 d. Maximum mean roofhelM is 30 It C. Average parapet height hOh I. goof pitch is between 7 degree and 27 degree g. Maximum solar panel weight Is 60 lbs h. Height at solar panty h between A and LW to roof I. Deflection criteria of l/GO per AC42.8 Section 4 3 j: the wind speeds above are Aso values x. Meuntlngsystems lnc atronaiy recommends a maximum span of 8 feet.but in any case,not to exceed the maximum span indicated en the chart I. The span length applies to a seismic design category E or less m. Mawmom cantilever's 113 13142 Rail Zone 3 Span Chart Exposure YAMGround Snow toad Speed Opsf , 10psf 20 psf 30 psf ao psi 50psf 60 psf 70 psf 80 psf 1 90Yst 85 65 65 , 6.5 GO 55 5.0 44 40 4.0 35 WO 60 5.0 QO 55 5,9 , 4.5 45 4.0 40 3.5 114 53 53 55 53 50 45 45 4.0 40 33 Category 121 5,0 5.0 _ 5.0 5.0 5.0 45 43 40 40 3.5 a 130 5,0 5D 10 5.0 S.0 45 4.5 4.0 40 15 140 45 45 43 45 4.5 43 45 1 40 4.0 33 150 44 4.0 40 4.0 40 40 40 40 40 • 3.5 150 4.0 40 4.0 4.0 40 4.0 44 40 40 33 0.• 30•.f h3 30pif 40•. 50... lA.. 3o. t 150.. 90 Pio ExposureWind Gmund Snow toad Speed , 0psf 10 psf 20psf 30 psf 40psf SOPA 6000 JOosf 13pst 9009 3A : SA ..33.: 53 SC" >13" .o.-... lel ;1 ' &k 35 y ^ .SU'.. .SO e.SII 713 a 6 ._ 150 10 34 30 30 . . _ e.4 3A ✓W 3Q.•.•n•, : . 3.0 The table above ONLY includes 13-52 rail capacIty check,It does not include roof capacity check b, wind importance tactor per ASCE]OS c. topographic factor,iizt Is 1.0 d, Maaimummanned height i530 ft. e. Average parapet height Is o ft f. Roof pitch is between 7 degree and 27 degree 8. Maximum solar panel weight Is60 WS h, Height of solar panel k between 2,and 10-to roof Deflection criteria of 060 per AC428 Section 4.3 j, Me vend speedsaboveare ASO values k. Mounting Systems Inc.strongly recommends a maximum span of 8 feet but in any case.,not to exceed the maximum span indicated on the chart I, The span kngth apgies to a spume desgnategorv£or less m Maximum cantilever's t13 53122 Ai 1.00Abx.Me Wird Come i6111 PMI Son 110 fi 80 90 100 110 130 550 I10 200 240 300 500 YO 650 900 513/52 ROI 13/63/6.1 40 13152 Kat 4.5 1 13X3 a6 5.0 13151 RM ss 35(51.1 1152 061 FS 13)52 op 7.0 13/62 WI 7.5 lain PAU --1 eu hiss all6.5 uln 9.0 13(526.1 9.5 Ue32611 W..0 13X2 a9 13(52 bx WO Movable uWrt 'Van lm Yam Ibl 1440 40 1243 4,5 1101 5.0 60 5S 83d 6.0 256 x.65 590 .0 651 5 596 6.0 533 $3 SW 40 w 444 50.0 rot