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08-065 336 COLES MEADOW RD BP-2016-1127 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 08-065 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 PANELS BUILDING PERMIT Permit# BP-2016-1127 Project# JS-2016-001924 Est. Cost: $27456.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: VIVINT SOLAR DEVELOPER LLC 070940 Lot Size(sq. ft.): 78843.60 Owner: HARLOW SCOTT C&PAMELA J Zoning: RR(100 /) WSP(l00)/ Applicant: VIVINT SOLAR DEVELOPER LLC AT. 336 COLES MEADOW RD Applicant Address: Phone: Insurance: 150 PADGETTE ST UNIT B (413) 331-0769 WC CHICOPEEMA01022 ISSUED ON:3/23/2016 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL ROOF MOUNTED 12.48KW SOLAR ARRAY 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 Si2pature: FeeType: Date Paid: Amount: Building 3/23/2016 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File# BP-2016-1127 APPLICANT/CONTACT PERSON VIVINT SOLAR DEVELOPER LLC ADDRESS/PHONE 150 PADGETTE ST UNIT B CHICOPEEOI022(413)331-0769 PROPERTY LOCATION 336 COLES MEADOW RD MAP 08 PARCEL 065 001 ZONE RR(100)/WSP(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION.CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: INSTALL ROOF MOUNTED 12.48KW'SOLAR ARRAY e New Construction Non Structural 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 INFOR>kATION PRESENTED: pproved 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 DPW Storm Water Management D lition Delay Sign e uil mg f 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. i * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. i Department use only City of Northampton Status of Permit: B" ilding Department Curb Cut/Driveway Permit 3 16 i 212 Main Street Sewer/SepticAvailability Room 100 WaterNVell Availability nErrOrai: :: .. ,�, ;_,,; .vs No hampton, MA 01060 Two Sets of Structural Plans NORTHAMFV0N,a 87-1240 Fax 413-587-127$ Plot/Sde Plans Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 PropertyAddress: �� This section to be completed by office �e5 Yrfleacoco(`. )(3 Map Lot Unit (tor+h annP �vn, I 1 //q 010W tone Overlay District Im St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2. wner of Record: porna ar/ori oza Name(Print) M es telephone Signature 2.2 Authorized Agent: Savina Cervone 150 Padgette St, Chicopee, MA 01022 Nam int) urrent Mailing Address: 413-331-0769 Signa ure Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) Check Number This Section For efficial Use Only te Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date a� Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be tilled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L:~ R: Rear Building Height Bldg.Square Footage % Open Space Footage % (Lot area minus bldg&paved parkin ) #of Parking Spaces Fill: (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DONT KNOW © YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DON'T KNOW O YES O IF YES: enter Book ; Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation*Commission? Needs to be obtainedO Obtained © ,'Date Issyed: C. Do any signs exist on the property? YES O NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO O IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES © NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. i SECTION 6-DESCRIPTION OF PROPOSED WORK Icheck all a lic ble) New House ❑ Addition r__J Replacement Indows Alteration(s) ❑ Roofing Or Doors Accessory Bldg. ❑ Demolition ❑ New Signs [0l Decks [Q Siding[O1 Other[C31 Brief Description of Pro sed L/Q� r�Innstall�aation Oro mountt{edd ohotov(oltaic so r systems#of modules 7 (J Ite('fibn"o e�gtinW ro'1�� Yes, I''No e1 Adi new room pkv es e' No Attached Narrative Renovating unkinished basement Yes No Plans Attached Roll -Sheet ea.If New house and or addition to existing housing. cooulete the following: a_ Use of building:One Family Two Family Other b. Number of rooms in 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 heating? Fireplgces or Woodstoves Number of each g_ Energy Conservation Compliance. Masstheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft. of wetlands? Yes _No. ;Is construction within 100 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 City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, 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. Signature of Owner Date I, Vivint Solar Developer as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Savina Cervone Print e r(;� (�/(;/ ure of Owner/Agent Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder. John A Jalbert CS070940 License Number 10 Padizette St Unit B h' opee. MA 01022 03/25/2017 Addrespfj 00, Expiration Date //,//Y AA 413-331-0769 Sig re Telephone 8.Registered Home Improvement Contractor: Not Applicable ❑ Vivint Solar Developer/John A J bert 170848 Company Name Registration Number 3301 N Thanksgiving Way#500 Lehi, UT 84043 1/5/2018 Address Expiration Date Telephone 413-331-0769 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... ❑ No...... ❑ 11. Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(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.A person who constructs more than 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 for all such work performed under the building permit. As acting Construction Supervisor 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 person(s) 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 The Commonweal of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, A 02111 IF www ma4s-gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leeibiy Name (Business/Organization/individual): �;V i A'f" So'rB r+ l•�G - Address: -3301 l hen IGs -f v lr✓.r y '5"4e- S-0 4 City/State/Zip: Le-l-►' L f T- Yy 4 3 Phone#: qV 1 - 2 z'( - Le S Y Are you an employer?Check the appropriate box: Type of project(required): 1. am a employer with 4. ❑ 1 am a genejral contractor and 1 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on thO attached sheet. t 7. ❑ Remodeling ship and have no employees These sub-gontractors have 8. ❑ Demolition working for me in any capacity. workers' camp.insurance. 9. ❑ Building addition [No workers'comp. insurance 5. ❑ We are a corporation and its required.] officers hoc exercised their 10. Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 1 L Plumbing repairs or additions myself.[No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.]! employees.TNo workers' 13.❑Other comp.insurance required.] *Any applicant that checks box 111 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the risme of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation ins4ranee for my employees. Below is the policy and job site information. Insurance Company Name: Nr',4,1, V-I'C,.►A +i r.Sr�t✓n �ttC �s""��n ti ..r Policy#or Self-ins. Lie. #: w L 5 U / U j + Expiration Date: 1 /� z v/d Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MOL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury thgt the information provided above is true and correct. Signature: —'"�� Date: Phone#: �G I ` Z L y - 6 k 5- `f Ojjicial use only. Do not write in this area,to be completed by city or town official. City or Town: kermit/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#: SYSTEM SIZE: 0 12.48 kW DC 0 o � U 0 I '(naam City of Northampton ��on I IY oEz Building Department U t I Plan Review p m Z F--Roof Section 1 212 Main Street C: < Roof Azimuth:248I Northampton, MA 01060 Q = I Roof Tilt:24 ~ I PV STRING#1. 16 MODULES E cu (48)Jinko JKM260P-60 MODULE �..I O OMP.SHINGLElow" .1.. ... _ ...... 110'OF1"PVC CONDUIT FROM JUNCT1ONFMTOELECPANEL .. I v I V INTERCONNECTION POINT,INVERTER, I LOCKABLE DISCONNECT SWITCH, a 8 UTILITY METER LOCATION TIE INTO METER#98704798 w I J Roof Section I0 01 I Roof Azimuth:158 IN Roof Tilt:24 co � 0 00 ^` m o I HIMNEY W g m I O v PV STRING#2. I F- LU U 16 MODULES z m ¢ > j SATELLIT /A > z w a I DISH Vz U) >- W w z m KYLIGHT w z ¢ ¢ U Z PLUMBING VENT(S) O U) Cn G Z z M SHEET V JUNCTION BOX ATTACHED TO NAME: ARRAY USING ECO HARDWARE TO LLJ Z KEEP JUNCTION BOX OFF ROOF PV STRING#3. I ~ —.1 Roof Section 16 MODULES co Roof Azimuth:248 Roof Tilt:24 I SHEET NUMBER: I PV SYSTEM SITE PLAN L- - - - - - - - - -�J SCALE:Custom d 0 W N U N �o� PV MODULE,TYP.MOUNT TO RAFTERS,PARALLEL o LU WITH PLANE OF ROOF d m X07) a L-FOOT WITH CONNECTION w Z a0 oEz FLASHING WITH 0 ��O 3 MOUNTING WATERPROOF SEALANT L M 2 U PV4.0 ~ DETAIL MID CLAMP DETAIL _ - J NOT TO SCALE ~ _ 5/16"01 1111"MINIMUM 1 STAINLESS STEEL LAG SCREW TORQUE=1332 ft-lbs. PV ARRAY TYP. ELEVATION F-1k ® NOT TO SCALE LEVELING FOOT ON COMP MOUNT 4' NOT NOT TO SCALE END CLAMP DETAIL rw a NOT TO SCALE d PERMITTED LEVELING L-FOOT WITH CONNECTION FOOT SPACING J END CLAMP rn N J FRAMING BELOW SHOWN END CLAMP ' DASHED FOR CLARITY n o m IV PHOTOVOLTAIC MODULE PV4 0Of ^ c gm END CLAMP I I I I I I o � x � I I I I I I I I I I I I I LU N I I I PHOTOVOLTAIC MODULE ; co ry CANTILEVER=U3 L=PERMITTED SPACING 5; 0 Y) d I I I I I I I I OR LESS Z W W U m I I I I I I I I I I I I I < a LU I I I I I I I I I I I I U) U y I I I I I I I I I I I I ? z z I I I I I I I I I SHEET I I I I I I NAME: I I I I I I I ROOF FRAMING L-FOOT WITH MID CLAMP F-: J I i CONNECTION ,� L-FOOT WITH CONNECTION ? Q PERMITTED LEVELING PV4.O O S.I MID CLAMP LFOOT SPACING c G Q PORTRAIT MODULES USING SHARED RAILS PV SYSTEM MOUNT DETAIL SHEET NUMBER: MODULES IN PORTRAIT/LANDSCAPE NOT TO SCALE o NOT TO SCALE DC Safety Switch Notes: Rated for max operating condition of inverter NEC 690.35 compliant o "opens all ungrounded conductors U CCDN r Notes: SE1000OA-US-U Inverter Spec: 70 01W CEC ALL CONDUCTORS AC 240V ���°° AC Operating Voltage 240V ��`' Continuous Max Output 42A -a E SHALL BE COPPER DC Maximum Input Current 30.5A �;sc ozQ Solar Edge Optimizer Specs: P300 DC Input Power 30OW = DC Max Input Voltage 8-48V DC Max Input Current 12.5A Design Conditions: DC Max Output Current 15A ASHRAE 2013 Max String Rating 525OW Highest Monthly 2%DB Design Temp 32.5°C. Module Specs: 48 PV MODULES PER INVERTER=12480 WATTS STC Lowest Min.Mean Extreme DB -22.8°C 1 STRING OF 16 PV MODULES VOC Temp coefficient V/°C Jinko JKM260P-60 1 STRING OF 16 PV MODULES Short Circuit Current(Isc) 9.11A 1 STRING OF 16 PV MODULES System Specs: Open Circuit Voltage(Voc) 37.8V o Operating Current(Imp) 8.47A _ Max DC Voltage - _ _50AV_ _Operating Vottage_�Vun _ _ __A0.7\1 a �, ° 15 16 Nominal DC Operating Voltage 350V Max Series Fuse Rating 15A Max.DC Current per String 15A STC Rating(Pmax) 260W o Nominal AC Current 47.5A Power Tolerance -0/+3% + o o o = _ '-Integral Revenue Grade Meter Compliant SOLAREDGE - — — - - with ANSI C12.1-2008 2 N EXISTING P300 OPTIMIZERS ENTRANCE SUPPLY-SIDE CONDUCTORS ° 1 SOLAREDGE SOLAR TAP M RATED:200A a SE70000A-US-U g?o a ° o o 16 16 NEC 705.12(A) o ^ INVERTER Siemens#LNF222R N V _ _ _ _ _ _ t00A240V UNFUSED Z m = NEMA3 Siemens#LNF222R Q SOLAREDGE 60Al2 OV FUSED NEMA3 Z D 2 2 DC SAFETY OR EQUIVALENT > Z W d ti Mx WITH EQUIVALENT 200A 0 0 0 - - SWITCH WITH 75°C LUGS W LU Z m W SOLAREDGE Q Q J 3¢ P300 OPTIMIZERS h m 4 K 60A ?? 01 SHEET EXISTING NAME 1s 16 1 240V/200A AC W 2 L *_ LOAD-CENTER J VISIBLE LOCKABLE (7 Q _ '_ LOCKABLE 'KNIFE'AIC 0 0 0 _ _ /� 'KNIFE'A/C DISCONNECT SOLAREDGE DISCONNECT I It SHEET P300 OPTIMIZERS J NUMBER: PV WIRE IN FREE AIR INTO THWN-21N 1"PVCOND C UIT. MINIMUM 6 AWG CU WIRE(RATED 90 DEG C)IN 1-1/4"EMT C) KEEP UNDER 2%VOLTAGE DROP.MINIMUM G U MINIMUM 4 AWG CU WIRE(RATED 90 DEG C)IN 1-1/4"PVC O O CONDUIT 85AND PVC CONDUIT L OSH(RATEDD90DEC). CBARECOPPR EGC CONDUIT. POSITIVE, NEGAIAWG GROUND WIRE. NEUTRAWG GROUND WIRE.KEEP UNDERIS%VOLTAG RAWGGN EP UNDER TS%VDROPDROP. W ,r .`O mounting systems Project Information Contact Name 4690098 Street address 336 Coles Meadow Rd City,State,ZIP Phone Email �o s CL Q Developer: Page 1 of 9 Date 12/17/2015 MS Version 2.0.28.0 f mounting Systen is Building data Site data Country USA IBC 2012 Terrain height Oft Building specifications Rooftype Gable roof Building length 26 ft 4.00 in Building width 31 ft 6.21 in Building height 19 ft 8.22 in Roof specifications Roofing Composition shingle Rafter width 2.0 in Roof pitch 24° Rafter height 4.0 in Rafter spacing 24.0 in a a ti •c c� oa tom Developer: Page 2 of 9 Date 12/17/2015 MS Version 2.0.28.0 mounting Loads Snow load Importance factor II: 1.00 Ground snow load pg= 40.000 Ib/ft2 Shape factor C,= 0.708'. Snow load-flat Pf= 28.000 Ib/ft2 Snow load-sloped 13s= 19.820 Ib/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= 12.340 Ib/ft2 M s Roof areas a a Distributed Wind Loading per Base Rail Pressure [Ib/ft] Suction [Ib/ft] Field 16.712 -30.081 Edges 16.712 -56.820 Corner 16.712 -86.901 Dead load Module area Ati,= 17.60 ft2 Modul weight GN,= 41.90 lbs Dead load gM= 2.427 Ib/ft2 Developer: Page 3 of 9 Date 12/17/2015 MS Version 2.0.28.0 O mounting systen-is Load combinations (ASD) LFK1: Ed=D LFK2: Ed=D+L LFK3: Ed=D+(L,or S or R) LFM Ed=D+0.75* L+0.75* (L,or S or R) LFK5: Ed=D+(0.6*W or 0.7*E) LFK6a: Ed=D+0.75* L+0.75*(0.6*W)+0.75*(L,or S or R) LFK6b: Ed=D+0.75* L+0.75*(0.7*E)+ 0.75*S LFK7: Ed=0.6* D+0.6*W LFK8: Ed=0.6*D+0.7* E max action [Ib/ft'] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 20.320 9.047 -5.332 0.592 z Edges I 20.320 9.047 -11.250 0.592 Q Corner I 20.320 9.047 -17.920 0.592 max action per unit length of rail [lb/ft] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 55.050 24.510 -14.440 1.605 Edges 55.050 24.510 -30.490 1.605 Corner 55.050 24.510 -48.540 1.605 Developer: Page 4 of 9 Date 12/17/2015 MS Version 2.0.28.0 mounting syslterzis Module field layout Module manufacturer Jinko Module length 65.0 in Module type JKM260P Module width 39.0 in Module power 260.00 Watt Frame height 1.6 in Number of modules 7 Modul weight 41.90 lbs Module orientation Portrait Overall power output 1.8 kWp i9 ori 2 i't I 19,i„ 2 rt 1.1.>l. r n i i s a i Q 1 i j I i i I I i i I : i 4 Developer: Page 5 of 9 Date 12/17/2015 MS Version 2.0.28.0 ._♦— *IW mounting systems Configuration Fastener capacity Description Set 12:Quickmount Comp Max. pressure load 816 Ibf Max. suction load -816 Ibf Max. lateral load 677lbf fastener distance 48.00 in Rail Description GS 10/48 Moment of inertia lz 0.16 in^4 Moment of inertia ly 0.24 in A4 M Resistance moment Wz 0.21 in A3 CL Resistance moment Wy 0.24 in^3 `t Cross section area 0.55 in^2 yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi Load Rail Stress Deflection under load (%A=L/60) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Field 31.5% 14.9% 0.0 in 29.7 % Edges 31.5% 14.9% 0.0 in 29.7% Comer 31.5% 14.9% 0.0 in 29.7% The system was successfully verified. Notes • Only the statics of the solar substructure are analyzed.The rails are designed as multi-box girders with cantilever,and uniform load distribution • The values for material durability are taken from the technical manual of the manufacturer. Developer: Page 6 of 9 Date 12/17/2015 MS Version 2.0.28.0 i mounting ys 1 'nI Construction m M � N a � a n n ¢ m ¢ m X M c n N t _a. Q IMO m Developer: Page 7 of 9 Date 12/17/2015 M5 Version 2.0.28.0 00 rD 3 I, o 20.33 ft 0 3.28 ft 3.28 ft ! I I i I � 10.68 ft I I I I I I 10.68 ft i i f I i 3.28 ft 3.28 ft I m 3,00 ft 20.33 ft 3.00 ft N d QQ 00 =_J Field 1 Edges Corner 0 N 90 O O kD Alpha' mounting Systems BOM Item no. Description Weight Quantity add. Items Sum 720-0854 Set 12:Quickmount Comp Shingle PV Mount 12") 0.000 lbs 2 0 2 702-0184 Module end clamp CS FH 40mm 0.112 lbs 4 0 4 700-0080 Module clamp CS FH 30-40mm 0.090 lbs 12 0 12 800-1085 BR 10/48 CS; 16ft 13.623 lbs 2 0 2 800-1089 BR 10/48 CS;12ft 13.623 lbs 2 0 2 706-0057 Splice,external,f.BR 10/48 CS 0.427 lbs 1 2 0 1 2 Total 56.877 lbs r� .c a a Developer: Page 9 of 9 Date 12/17/2015 MS Version 2.0.28.0 mounting systems Building data Site data Country USA IBC 2012 Terrain height Oft Building specifications Rooftype Gable roof Building length 26 ft 4.00 in Building width 31 ft 6.21 in Building height 19 ft 8.22 in Roof specifications Roofing Composition shingle Rafter width 2.0 in Roof pitch 24° Rafter height 4.0 in Rafter spacing 24.0 in fl Q ti •c �o o• <o`L Developer: Page 1 of 10 Date 12/17/2015 MS Version 2.0.28.0 i mounting Syct"-' ll<; Loads Snow load Importance factor II: 1.00 Ground snow load pg= 40.000 Ib/ft2 Shape factor C,= 0.692 Snow load-flat Pf= 28.000 Ib/ft2 Snow load-sloped ps= 19.3$0 Ib/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= 12.340 Ib/ft2 M Roof areas C. a Distributed Wind Loading per Base Rail Pressure [Ib/ft] Suction [Ib/ft] Field 16.712 -30.081 Edges 16.712 -56.820 Corner 16.712 -86.901 Dead load Module area AM= 17.60 ft2 Modul weight G,= 41.910 lbs Dead load gm= 2.427 Ib/ft2 Developer: Page 2 of 10 Date 12/17/2015 MS Version 2.0.28.0 I lwgw_ mounting systems Load combinations (ASD) LFK1: Ed=D LFK2: Ed=D+L LFK3: Ed=D+(L,or S or R) LFM Ed=D+0.75* L+0.75*(L,orSor R) LFK5: Ed=D+(0.6*W or 0.7* E) LFK6a: Ed=D+0.75* L+0.75*(0.6*W)+0.75*(4 or S or R) LFK6b: Ed=D+0.75* L+0.75*(0.7*E)+ 0.75*S LFK7: Ed=0.6* D+0.6*W LFK8: Ed=0.6*D+0.7*E max action [Ib/ft'j Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 19.930 8.872 -5.332 0.592 m z a Edges I 19.930 8.872 -11.250 0.592 Corner I 19.930 8.872 -17.920 0.592 max action [Ib/ft] (Top layer) Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 53.980 24.030 -14.440 1.605 Edges 53.980 24.030 -30.490 1.605 Corner 53.980 24.030 -48.540 1.605 Developer: Page 3 of 10 Date 12/17/2015 MS Version 2.0.28.0 i mounting systeris max action [Ib/ft] (Lower Layer) usability validation [Ib/ft] Roof area Pressure Pressure Suction Suction Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel orthogonal parallel orthogonal parallel Field 79.720 35.500 -21.330 2.370 79.720 35.500 -21.330 2.370 Edges 79.720 35.500 -45.030 2.370 79.720 35.500 -45.030 2.370 Corner 79.720 35.500 -71.690 2.370 79.720 35.500 -71.690 2.370 t s a Q Developer: Page 4 of 10 Date 12/17/2015 MS Version 2.0.28.0 '\14w— IW mounting systems Module field layout Module manufacturer Jinko Module length 65.0 in Module type JKM260P Module width 39.0 in Module power 260.00 Watt Frame height 1.6 in Number of modules 12 Modul weight 41.90 lbs Module orientation Landscape Overall power output 3.1 kWp f, 41)in >.t ,_r:.2a.1aft 3,26w Y F Q t h,4y n) Developer: Page 5 of 10 Date 12/17/2015 MS Version 2.0.28.0 mounting 5VS[eRl6 \ Configuration Fastener capacity Description Set 12:Quickmount Cornp Max. pressure load 816 lbf Max.suction load -816 lbf Max. lateral load 677 lbf Rail Description GS 10/48 Moment of inertia lz 0.16 inA4 Moment of inertia ly 0.24 inA4 Resistance moment Wz 0.21 inA3 Resistance moment Wy 0.24 inA3 Cross section area 0.55 inA2 yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi Cross rail Description GS 10/48 Moment of inertia Iz 0.16 inA4 Moment of inertia ly 0.24 inA4 Resistance moment Wz 0.21 inA3 Resistance moment Wy 0.24 in A 3 Cross section area 0.55 inA2 yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi Load | i Developer: Page 6 of 10 Date 12/17/2015 yWSVersion 2.O.28.D � mounting SV5feDOs Rail Stress Deflection under load (%A=L/60) Length Load capacity Roof area (%yield) Rail Cantilever Canblever Attachment Cross rail Stress Deflection under load (%A=U60) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment The system was successfully verified. y4gteS ° Only the statics of the solar substructure are analyzed.The rails are designed as multi-box girders with cantilever,and uniform load distribution • The values for material durability are taken from the technical manual of the manufacturer. Developer: Page 7 of 10 Date I2/17/I015 K4SVersion Z.O.2O.O _ Q Q o ,n 3 4 O U4 ^' 2.71 ft O UI Attachment Q splice II Top layer A=GS 10/4812ft[10ftU6in) Lower Layer S=GS1014816ft C-GS 10/48 12 ft[3 ft 5.67 in] LJ B C 4.00 ft 1 1 unW C i N0.t CD �. CO O 3 N p N 90 1 C) a Alpha' 0 0 Di rD rD (Dus 0 3 'a CD 20.33 It I . NJ OA 128 ft 3.28 It /1% u 10.68 It 10.68 It U- 1 3.28 ft 3.28 ft z < 3.00 ft 20.33 ft 3.00 ft rj> CU asm M ko Field F----] Edges Corner PO 0— O O Alpha' I i j I mounting BOM Item no. Description Weight Quantity add. Items Sum 706-0061 Cross rail connector 48x31 0.157 lbs 24 0 24 720-0854 Set 12:Quickmount Comp Shingle PV Mount 12 0.000 lbs 2 0 2 702-0184 Module end clamp CS FH 40mm 0.112 lbs 16 0 16 700-0080 Module clamp CS FH 30-40mm 0.090 lbs 16 0 16 800-1089 BR 10/48 CS;12ft 13.623 lbs 11 0 11 800-1085 BR 10/48 CS;1611 13.623 lbs 3 0 3 602-0050 Splice,insertable,f.BR 10/48 CS 0.697 lbs 3 0 3 Total 199.833 lbs M s CL d Developer: Page 10 of 10 Date 12/17/2015 MS Version 2.0.28.0 mounting Systems Building data Site data Country USA IBC 2012 Terrain height 0 ft Building specifications Roof type Gable roof Building length 52 ft 1.00 in Building width 38 ft 11.74 in Building height 19 ft 8.22 in Roof specifications Roofing Composition shingle Rafter width 2.0 in Roof pitch 24° Rafter height 4.0 in Rafter spacing 24.0 in C. a %b CIS Developer: Page 1 of 8 Date 12/17/2015 MS Version 2.0.28.0 mounting system'-Z., Loads Snow load Importance factor 11: 1.00 Ground snow load Pg= 40.000 Ib/ft2 Shape factor C,= 0.708 Snow load-flat Pf= 28.000 lb/ft2 Snow load-sloped ps= 19.820 lb/ft2 Wind load Basic wind speed V= 90.00 mph Terrain category B:Urgan 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= 12.340 ib/ft2 Roof areas CL< I Distributed Wind Loading per Base Rail Pressure [lb/ft] Suction[lb/ft] Field 16.712 -30.081 Edges 16.712 -56.820 Corner 16.712 -86.901 Dead load Module area Am= 17.60 ft2 Modul weight G,,= 41.90 lbs Dead load gm= 2.427 lb/ft2 Developer: Page 2 of 8 Date 12/17/2015 MS Version 2.0.28.0 NINININE Ww mounting systems Load combinations(ASD) LFK1: Ed=D LFK2: Ed=D+L LFK3: Ed=D+(L,or S or R) LFK4: Ed=D+0.75 L+0.75*(L,or S or R) LFK5: Ed=D+(0.6 W or 0.7 E) LFK6a: Ed=D+0.75 L+0.75 (0.6*W)+0.75 (L,or S or R) LFK6b: Ed=D+0.75* L+0.75*(0.7*E)+ 0.75*S LFK7: Ed=0.6*D+0.6*W LFK8: Ed=0.6*D+0.7*E max action [lb/ft'] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 20.320 9.047 -5.332 0.592 -C Edges I 20.320 9.047 -11.250 0.592 .2 4 Corner I 20.320 9.047 -17.920 0.592 max action per unit length of rail [ib/ft] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 55.050 24.510 -14.440 1.605 Edges 55.050 24.510 -30.490 1.605 Corner 55.050 24.510 -48.540 1.605 Developer: Page 3 of 8 Date 12/17/2015 MS Version 2.0-28.0 i I mounting Module field layout Module manufacturer linko Module length 65.0 in Module type 1KM260P Module width 39.0 in Module power 260.00 Watt Frame height 1.6 in Number of modules 25 Modul weight 41.90 lbs Module orientation Portrait Overall power output 6.5 kWp G Y 11 6 a ft 8 i 5.t 6.96 m 2 0,to:;: t 9 5 CL MIN, '>^ I d I t NMI{ 1 err 0. d .•. � 1 t 1(1 5.47 ui 0 hfl ff1.1 76'+7 11?it ,%htLOCI�n Developer: Page 4 of 8 Date 12/17/2015 MS Version 2.0.28.0 WW mounting SVSfeDlS Configuration Fastener capacity Description Set 12:Quickmount Comp Max. pressure load 816 lbf Max.suction load -816 lbf Max. lateral load 677 lbf fastener distance 48.00 in Rail Description GS 10/48 Moment of inertia Iz 0.16 inA 4 Moment of inertia ly 0.24 inA4 Resistance moment Wy 0.24 in A 3 Cross section area 0.55 inA 2 yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi [D3d Rail Stress Deflection under load (%A=L/60) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Aftachment The system was successfully verified. Notes • Only the statics of the solar substructure are analyzed.The rails are designed as multi-box girders with cantilever,and uniform load distribution • The values for material durability are taken from the technical manual of the manufacturer. Developer: Page 5 of 8 Date 1I/17/2015 k4SVersion Z.0.Z8.0 ED a 0 o <, 3 0 m � v, O N v 0 PQ N O Ln X Attachment E G 0 splice ` T I T I TIT- T T 4 ! 1 T 11 11-T 1 7 1 A=GS 10/4812 it[6 ft 4.11 in? B A E F 8=GS 10/48 12 ft[10 ft 0.86 in] C=GS10/4812k[lOk7.65in) �... �... _. .1.. � ._ I._... 2.71ft D–GS 10/4814It[13ft4.61in- 1 A f E=GS10/4816k � — I I T T I i F=GS 10/48 12 ft[4 ft 7.75 in] D G=GS 10/48 12 ft[7 ft 3.84 in] I I ` < � < rD 0 N 0 N PO O Go Alpha' 0 0 ro4 3 ao cf) 0 rn o-~+ cn N Ln O Ln 44.28 ft 4.27 ft X X X 8 x N 4.27 ft I II T I T 1 7 1 -- j 12,84 It I T I T T 7 1 ! � 12.80 It x I E 4.27 It ( ( f � 4.27 ft I � IIj 3.90 Offt 44.28 ft 3.90 ft C.,! Field i Edges Corner LAL ro v oa o � O N 00 O 00 Alpha` mounting BOM Item no. Description Weight Quantity add. Items Sum 720-0854 Set 12:Quickmount Comp Shingle PV Mount 12"i 0.000 lbs 5 0 5 702-0184 Module end clamp CS FH 40mm 0.112 lbs 24 0 24 700-0080 Module clamp CS FH 30-40mm 0.090 lbs 38 0 38 800-1089 BR 10/48 CS;12ft 13.623 lbs 10 0 10 800-1087 BR 10/48 CS;14ft 13.623 lbs 2 0 2 800-1085 BR 10/48 CS;16ft 13.623 lbs 4 0 4 602-0050 Splice,insertable,f.BR 10/48 CS 0.697 lbs 4 0 4 Total 226.877 lbs .c d Developer: Page 8 of 8 Date 12/17/2015 MS Version 2.0.28.0 4 *IW mounting systems Building data Site data Country USA IBC 2012 Terrain height 0 ft Building specifications Roof type Gable roof Building length 52 ft 1.00 in Building width 38 ft 11.74 in Building height 19 ft 8.22 in Roof specifications Roofing Composition shingle Rafter width 2.0 in Roof pitch 24° Rafter height 4.0 in Rafter spacing 24.0 in a 4 .CC ti Developer: Page 1 of 9 Date 12/17/2015 MS Version 2.0.28.0 mounting Loads Snow load Importance factor II: 1.00 Ground snow load pg= 40.000 Ib/ft2 Shape factor C,= 0.692 Snow load-flat pr= 28.000 Ib/ft2 Snow load-sloped ps= 19.380 Ib/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= 12.3410 Ib/ft2 ns .c Roof areas c Distributed Wind Loading per Base Rail Pressure [Ib/ft) Suction [Ib/ft) Field 16.712 -30.081 Dead load Module area A,= 17.60 ft2 Modul weight G,= 41.90 lbs Dead load gm= 2.427 Ib/ft2 Developer: Page 2 of 9 Date 12/17/2015 MS Version 2.0.28.0 mounting systems Load combinations(ASID) LFKI: Ed=D LFK2: Ed=D+L LFK3: Ed=D+(L,or S or R) LFM Ed=D+0.75 L+0.75 (L,or S or R) LFK5: Ed=D+(0.6 W or 0.7 E) LFK6a: Ed=D+0.75 L+0.75 (0.6*W)+0.75 (L,or S or R) LFK6b: Ed=D+0.75*L+0.75*(0.7*E)+ 0.75*S LFK7: Ed=0.6*D+0.6*W LFK8: Ed=0.6*D+0.7*E max action [lb/ft'] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 19.930 8.872 -5.332 0.592 ds max action [lb/ft] (Top layer) Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 53.980 24.030 -14.440 1.605 max action [lb/ft] (Lower Layer) usability validation [lb/ft] Roof area Pressure Pressure Suction Suction Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel orthogonal parallel orthogonal parallel Field 64.780 28.840 -17.330 1.925 64.780 28.840 -17,330 1.925 Developer: Page 3 of 9 Date 12/17/2015 MS Version 2.0.28.0 I I mounting systL pls Module field layout Module manufacturer Jinko Module length 65.0 in Module type JKM260P Module width 39.0 in Module power 260.00 Watt Frame height 1.6 in Number of modules 2 Modul weight 41.90 lbs Module orientation Landscape Overall power output 0.5 kWp ri��on;, 14rrtE3s ,, ' 4��.1� a r _p. 1 ! d I!ft 2_lt)it I j 3 Ci.3.00 in 6fI1030it � � X Developer: Page 4 of 9 Date 12/17/2015 MS Version 2.0.28.0 mounting systenns Configuration Fastener capacity Description Set 12:Quickmount Comp Max. pressure load 816 lbf Max.suction load -816 lbf Max. lateral load 677 lbf Rail Description GS 10/48 Moment of inertia lz 0.16 in A4 Moment of inertia ly 0.24 in A 4 Resistance moment Wz 0.21 in A 3 -C CL Resistance moment Wy 0.24 in A 3 Cross section area 0.55 inA2 yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi Cross rail Description GS 10/48 Moment of inertia lz 0.16 in A 4 Moment of inertia ly 0.24 inA4 Resistance moment Wz 0.21 inA3 Resistance moment Wy 0.24 in A3 Cross section area 0.55 in A 2 yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi Load Developer: Page 5 of 9 Date 12/17/2015 NIS Version 2.0.28.0 ! mounting SV5tBU15 { ' ! Rail Stress Deflection under load (%A=L/60) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Cross rail Stress Deflection under load (%A=L/60) Length Load capacity Roof area (%yield) Rail lever Cantilever Attachment Field 83.4% 59.3% 77-f7 0.0 in 52.4 % � The system was successfully Verifi2d. ! Notes • Only the statics ofthe solar substructure are analyzed. rails are designed asmulti-box girders with cantilever,and uniform load distribution * The values for material durability are taken from thetechnical manual ofthe manufacturer. ' | � � � � ! ! � Developer: Page 6 of 9 Date 12/17/2015 K4SVersion Z.(l28D mounting systems Construction C N �D O Cn � O N N ar O r a 9 m X o M1i HI a V m m N V Developer: Page 7 of 9 Date 12/17/2015 M5 Version 2.0.28.0 mounting systerns O N 1r i Developer: Page 8 of 9 Date 12/17/2015 IVIS Version 2.0.28.0 mounting systerTis BOM Item no. Description Weight Quantity add. Items Sum 706-0061 Cross rail connector 48x31 0.157 lbs 8 0 8 720-0854 Set 12:Quickmount Comp Shingle PV Mount 12") 0.000 lbs 1 0 1 702-0184 Module end clamp CS FH 40mm 0.112 lbs 8 0 8 800-1089 BR 10/48 CS;12ft 13.623 lbs 6 1 0 6 Total 83.899 lbs -C CL -:t I Developer: Page 9 of 9 Date 12/17/2015 MS Version 2.0.28.0 mounting SySterriS Building data Site data Country USA IBC 2012 Terrain height Oft Building specifications Roof type Gable roof Building length 24 ft 3.00 in Building width 19 ft 11.35 in Building height 19 ft 8.22 in Roof specifications Roofing Composition shingle Rafter width 2.0 in Roof pitch 24 Rafter height 12.0 in Rafter spacing 16.0 in a d tiR i I A ti /� Developer: Page 1 of 10 Date 12/17/2015 MS Version 2.0.28.0 mounting systerris Loads Snow load Importance factor 11: 1.00 Ground snow load pg= 40.000 Ib/ft2 Shape factor C,= 0.708 Snow load-flat Pf= 28.000 Ib/ft2 Snow load-sloped P,= 19.820 Ib/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= 12.340 lb/ft2 M Roof areas Distributed Wind Loading per Base Rail Pressure[lb/ft] Suction[lb/ft] Field 16.712 -30.081 Edges 16.712 -56.820 Corner 16.712 -86.901 Dead load Module area A,= 17.60 ft2 Modul weight G,= 41.90 lbs Dead load gm= 2.427 Ib/ft2 Developer: Page 2 of 10 Date 12/17/2015 IVIS Version 2.0.28.0 � I mounting Load combinations (ASD) LFK1: Ed=D LFK2: Ed=D+L LFK3: Ed=D+(L,or S or R) LFK4: Ed=D+0.75* L+0.75*(L or S or R) LFK5: Ed=D+(0.6*W or 0.7*E) LFK6a: Ed=D+0.75* L+0.7S*(0.6*W)+0J5*(L,or S or R) LFK6b: Ed=D+0.75* L+0.75* (0.7*E)+',0.7S*S LFK7: Ed=0.6* D+0.6*W LFK8: Ed=0.6* D+0.7*E max action [Ib/ft2) Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 20.320 9.047 -5.332 0.592 M Edges f 20.320 9.047 -11.250 0.592 ° Corner ( 20.320 9.047 -17.920 0.592 max action [Ib/ft] (Top layer) Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 55.050 24.510 -14.440 1.605 Edges 55.050 24.510 -30.490 1.605 Corner 55.050 24.510 -48.540 1.605 Developer: Page 3 of 10 Date 12/17/2015 MS Version 2.0.28.0 mounting Systems max action [lb/ft] (Lower Layer) usability validation [lb/ft] Roof area Pressure Pressure Suction Suction Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel orthogonal parallel orthogonal parallel Field 54.200 24.130 -14,220 1.580 54.200 24.130 -14.220 1.580 Edges 54.200 24.130 -30.020 1.580 54.200 24.130 -30.020 1.580 Corner 54.200 24.130 -47.790 1.580 54.200 24.130 -47.790 1.580 M CL 4 1 Developer: Page 4 of 10 Date 12/17/2015 IVIS Version 2.0.28.0 i *IW �� . mounting Sys t�E'1 r-S Module field layout Module manufacturer Jinko Module length 65.0 in Module type JKM260P Module width 39.0 in Module power 260.00 Watt Frame height 1.6 in Number of modules 2 Modul weight 41.90 lbs Module orientation Landscape Overall power output 0.5 kWp 0ft2.18in 10 ft 10.75 in 13 ft 2.07 in t 10 ft 11.00 in a Ift2.50in 3ft3.00in 6ft4.32in 6ft5.50in 0 ft 0 ftt2ft8 in 24 ft 3.00 in Developer: Page 5 of 10 Date 12/17/2015 M5 Version 2.0.28.0 AW Ww mounting systems Configuration Fastener capacity Description Set 12:Quickmount Comp Max.pressure load 816 lbf Max.suction load -816 lbf Max. lateral load 677 lbf Rail Description GS 10/48 Moment of inertia lz 0.16 inA4 Moment of inertia ly 0.24 in A 4 Resistance moment Wy 0.24 in A 3 CL Cross section area 0.55 in A 2 yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi Cross rail Description GS 10/48 Moment of inertia Iz 0.16 in A 4 Moment of inertia ly 0.24 inA4 Resistance moment Wz 0.21 inA3 Resistance moment Wy 0.24 in A 3 Cross section area 0.55 in A 2 yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi Load Developer: Page 6 of lO Date 12/17/I015 k8SVersion Z.O.Z8.O , mounting Rail Stress Deflection under load (%A=L/60) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Cross rail Stress Deflection under load (%A=U60) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment The system was successfully verified. | Notes • Only the statics of the solar substructure are analyzed.The rails are designed as multi-box girders with cantilever,and uniform load distribution � • The values for material durability are taken from the technical manual of the manufacturer. � � / � | � | Developer: Page 7 of 10 Date 12/17/2015 yuSVersion 2.K28.O mounting Syster ns Construction � s M Ot d" C N N b � O +fin F Q [b xo N _Q Q O? [9 1 h N b Developer: Page 8 of 10 Date 12/17/2015 M5 Version 2.0.28.0 mounting systea-)s co M00 f OG Ii R co to co Developer: Page 9 of 10 Date 12/17/2015 MS Version 2.0.28.0 14W 11111111110w— -41111111111or *W mounting systenis BOM Item no, Description Weight Quantity add. Items Sum 706-0061 Cross rail connector 48x31 0.157 lbs 8 0 8 720-0854 Set 12:Quickmount Comp Shingle PV Mount 12") 0.000 lbs 1 0 1 702-0184 Module end clamp CS FH 40mm 0.112 lbs 8 0 8 800-1089 BIR 10/48 CS;1211 13.623 lbs 6 1 0 6 Total 83.899 lbs Developer: Page 10 of 10 Date 12/17/2015 IVIS Version 2.0.28.0 vivint. RESIDENTIA SOLAR POWER PURCHASE AGREEMENT Customer Name and ontact yn°crmation: "ransaction Cate 2016-03-09 Name(s) Pamela HARLOW Sevice No, 4690098 nstallation vocation Address 336 Cal s Meadow Rd Approximate Start and Completion Cate 336 Coles Meadow Rd Northampton MA 01060-1 2016-09-05 Northampton MA 01060-1 100 100 k come?hone 4135682689 Cell Phone E-Mail hampgirl2@gmail.com so .119 Oyrs 2 Up-Front Cost Energy Price($/Mh) Initial Term Our Promises + + + + + + + Your Commitment . Pay for the Energy produced oy the System. • Maintain a broadband Internet connection. • Keep Your roof in good¢ondit;cn throughout • Continue service with Your Utility for any the Term, energy used above and beyond the System's production. Respond to Our sales and support teams when scheduling and compieting paperwork. At the End of Your Initial Term * You can renew the Agreement for a • You can request that We remove the subsequent term; Systems:at no additional cost. • You car.purchase the System;or If You Move • We guarantee Yo,,car,transfer the Agreement- You can re ocate ithe System to Your to the new owner,regardless of credit rat,irg; new home;or . You can prepay the Agrekment; • After the sixth anniversary,You can purchase the System. WE MAY HAVE PRESCREENED YOUR CREDIT. PRESCREENING OF CREDIT DOES NOT IMPACT YOUR 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. T-e c*°bta of Cance0atiolr may be sent to * 's adduces support@vivintsolar.com I vivintsolar.com 3301 Thanksgiving Way, Suite 500 Lehi, UT 84043 577.404.4129 501.765.5758 i NOTICE TO 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 MAYCANCEL b. Exhibit A—Notice of Cancellation, THIS CONTRACT AT ANY TIME BEFORE THE LATER OF: c. Exhibit B—State Notices and Disclosures, (1) MIDNIGHT OF THE THIRD (3RD) BUSINESS DAY d. Exhibit C—Certificates of Insurance, and AFTER THE TRANSACTION DATE, OR(11)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 TO: VIVINT C. IT IS NOT LEGAL FOR USTO ENTER YOUR PREMISES SOLAR DEVELOPER, LLC, 3301 N THANKSGIVING WAY, UNLAWFULLY OR COMMIT ANY BREACH OF THE SUITE 500, LEHI, LIT 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. V BY CHECKING THIS BOX, YOU AGREE TO RECEIVE ELECTRONIC RECORDS AS FURTHER DESCRIBED IN SECTION 7(m),AND AGREE THIS CHECKBOX CONSTITUTES YOUR ELECTRONIC SIGNATURE. V 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. V BY CHECKING THIS BOX,YOU AGREE TO ARBITRATION AND WAIVE THE RIGHTTO AJURY TRIAL AS DESCRIBED IN SECTION 6(e),AND AGREE THIS CHECKBOX CONSTITUTES YOUR ELECTRONIC SIGNATURE. VIVINT SOLAR DEVELOPER, LLC CUSTOMER(S): Signature: Signature: t(4-j Printed Name: Brian Legg Printed Name: Pamela HARLOW Salesperson No.: al ml 6000007N 4a HAAS Signature: Printed Nome: 11 2'Q"5 V: t .e- 'C solar - • • SolarEdge Power Optimizer Module Add-On For North America P300 / P400 / P405 • PV power optimization at the module-level Up to 25%more energy Superior efficiency(99.5%) Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization — Fast installation with a single bolt — Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety USA GERMANY ITALY FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us solar • v e SolarEdge Power Optimizer Module Add On for North America P300 / P400 / P405 P300 P400 P405 (for 60-cell modules) (for 72&96-cell modules) (for thin film modules) INPUT 400 405 W Rated Input DC Powerttl 300 Absolute Maximum Input Voltage 48 80 125 Vdc (Vacat lowest temperature). 8 80 12.5 105 MPPT OVdc perating Range 8-48 .... 10 Adc Maximum Short Circuit Current(Isc) 12 5 Adc Maximum DC.Input Current 99.5 % Maximum Efficiency 98.8 % Weighted.Efficiency 11 Overvoltage Category OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOSAREDGE INVERTER) Adc Maximum Output Current 85 Vdc Maximum Output Voltage 60 OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFFVdc Safety Output Voltage per Power Optimizer - STANDARD COMPLIANCE EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 Safe.. Yes RoHS INSTALLATION SPECIFICATIONS 1000 Vdc Maximum Allowed System Voltage 141x212x40.5/5.55x8.34x1.59 mm/in Pxxx-2 series .........152128x152x48 . . . . x152 x27.5/ 128xx35/ / mm/in Dimensions(W x L x H) 128 Pxxx-5 series I I 5 x 5.97 x 1.89 Sx5.97x1.08 Sx5.97x1.37 gr/Ib Pxxx-2 series 950/2.1 Weight(including cables) Pxxx-5 series 770/1.7 930 J 2.05 930/2.05 gr/Ib Input Connector MC4 Compatible Output Wire Type/Connector Double Insulated,MC4 Compatible Output Wire Length 0.95/3.0 ( .... .......................1.2/3.9 m/ft -40-+85/-40-+185 'C/�F Operating Temperature Range IP65/NEMA4 Pxxx 2 series Protection RatingIP68/NEMA6P Pxxx-S series % . ....................I................ 0-100 Relative Humidity al Rated STC power of the modute Module of up to+5%power tolerance allowed PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOLAREDGE INVERTER") Minimum String Length 8 10 18 (Power Optimizers) Maximum String Length 25 25 SD (Power Optimizers) 6000 12750 W .... 5250 Maximum Power per String Parallel Strings of Different Lengths Yes or Orientations r'i It is not allowed to mix P405 with P300/P400/P600/P700 Inoue string i i solar=ee SolarEdge Single Phase Inverters For North America SE3000A-US/ SE380OA-US/SE5000A-US/SE6000A-US/ SE7600A-US/ SE10000A-US/SE1140OA-US erten 1225 a � s , o r�my x. • 3t The best choice for SolarEdge enabled systems Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance Superior efficiency(98%) Small,lightweight and easy to install on provided bracket — Built-in module-level monitoring — Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage inverter,DC/AC conversion only Pre-assembled Safety Switch for faster installation — Optional—revenue grade data,ANSI C12.1 USA G FRMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.so(aredge.us - •rmrsolarSingle Phase Inverters for North America SE3000A-US/SE380OA-US/SE500BA-US/SE6000A-USI SE760OA-US/SE10000A-US/SE1140OA-US SE300DA-US SE380OA-US SESOOOA-US SE6000A-US SE760OA-US SE10000A-US SE1140OA-US OUTPUT 9980 @ 208V 3000 3800 5000 6000 7600 11400 VA Nominal AC Power Output 10000 @240V 5400 p)208W 10800 @ 209V 12000 VA Max.AC Power Output 3300 41;0 6000 $350 10950 240V 545{)d)241)V �°- AC Output Voltage Min.-Nom.-Max!" ,/ ✓ 183-20 8-229 Vac AC Output Voltage Min.-Nam-Max!" ✓ ✓ / ✓ ✓ ✓ 211-240 264 Vac Ht AC Frequency Min:Nom.,MaxJlt 59.3 60 60.5(with HI country setting 57 60 60.4' 24 @ 208V I I ( 4$@ 2DSW 47.5 A Max.Continuous Output Current 12.5 i6 21 240V 25 3? 42 @ 240V C ... A t GFDI Yes Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes INPUT Recommended Max.DC Power"' 3750 4750 6250 7500 9500 12400 14250 W (STC) ........1.. .. .. .. ... Yes Transformer-less,Ungrounded Vdc so0 Max.Input Voltage Vdc •-— .. - 325( 208V/350(a 240V Norm.DC Input Voltage "•."' 33 @ 208V 16.5 @ 208V 34.5 Adc Max.Input Currents" 9 5 13 18 23 30.5.@ 240V 15.5 @ 240V Adc Max.Input Short Circuit Current 45 Yes Reverse-Polarity Protection Ground-Fault Isolation Detection 6006 Sensitivity Maximum Inverter Efficiency 97.7 98.2 95.3 981, 98 9$ 98 97 5 @ 208V 97 @ 208V 97 5 °k CEC Weighted Efficiency SITS 98 98•@.240V 97.5 97S 97.5 @ 240V W Nighttime Power Consumption <zs `4 ADDITIONAL FEATURES m Supported Comunication Interfaces 85485,R5232,Ethernet,ZigBee(optional) Optional Revenue Grade Data,ANSI C12.1 r Functionality enabled when SolarFdge spirt shutdown kit is installed', Shutdown—NEC 2014690.12 STANDARD COMPLIANCE UL1741,UL1599B,UL199$,CSA 22.2 Safety, 15 IEE FCC part Grid Connection Standards part 15 class 8 Emissions INSTALLATION SPECIFICATIONS 3/4"minimum/8-3 AWG AC output conduit size/AWG range 3/4"minimum/16-6 AWG DC input conduit size/#of strings j 3/4"minimum/1-2 strings/16-6 AWG 3/4"minimum/1-2 strings 114-6 AWG AWG rang?. ... . _......I...... r Dimensions with Safety Switch 30.5 x 12.5 x 7/ 30.5 x 12.5 x 7.5 j 30 5 x 12.5 x 10.5/775 x 315 x 260 rr tet (HxWxD), ..... 775x315x191._ 88 4/40.1 ib kg 51.2J23.2 54.7/24.7 weight with Safety Switch . •._...... • Fans(user replaceable) Cooling . Natural Convection BA Noise MinMax.Operating Temperature -13 to+140/-25 to+60(-40 to+60 version available"') 'F/'C : Range NEMA 311 Protection Rating I'I For other regional settings please contact SolarEdge support 121 Limited to 17S-A for locations where the yearly average hightemperature Is above 17T/2s'C.ind Ili 135%for to tions where it is behsw 774/25'C tor detailed information,refer to hts I/ ws. ola redee�slfile!od(slimert d v rsizina auide.pol A A higher current source may be used;the inverter will limit its input current to the values stated I°I Revenue grade Inverter P/N:5ExazwA-US000NNR2 Is'Rapid shutdown kit P/N:SE1000-R56-S1 01-40 version P/N:SE,00mA-UW0CNNU4 ROHS 2/20/2015 Power)Optimizer I SolarEdge Monitoring Portal Login I Allianc�Program English(North America) Search Follow Us CORPORATE SOLUTIONS PRODUCTS TO ORDER SERVICE MEDIA 4P • ww • Power Optimizer Inverter Monitoring Power Optimizer 1"0rom`r'o"a Sham LJSolarEdge Power Optimizers The SolarEdge power opfimizer is a DCIDC converter which is connected by installers to each PV module or embedded by module manufacturers, replacing the traditional solar junction box. The SolarEdge power optimizers increase energy output from PV systems by constantly tracking the maximum power point (MPPT) of each module individually. Furthermore, the',power optimizers monitor the performance of each module and communicate performance data to the SolarEdge monitoring portal for enhanced,cost-effective module-level maintenance.Each power optimizer is equipped with the unique SafeDCT"'feature which automatically shuts down modulles'DC voltage whenever the inverter or grid power is shutdown, The MPPT per module allows for flexible installation design with multiple orientations,fills and module types in the same string. When working with SolarEdge Inverters,SolarEdge power optimizers automatically maintain a fixed string voltage,allowing installers even greater flexibility with longer strings and strings of different lengths in order to design optimal PV systems. The SolarEdge power optimizers are compatible with c-Si and thin-film modules and have a 25 year warranty. The following power optimizer models are available: P•Series Module Add-in Pow•__►w dptmLers Connected by installers to the PV module and compatible with a wide range of modules Ii Power Optimizer P Model j Module Power 1 Module Vqc P300 530OW <48V 1 P400 (540OW <80V (a i i P405 5405W <125V 11 ; ; Download dataShaar E-8e11es Commercial Power.OoiH*tiznr Commercial solution connecting two modules per power optimizer Power Optimizer Model Module Power Module Vbc i P600 _<600W* #<96V j P700 c:5700W* i <125V `Rated combined STC power of 2 modules connected in series.Module of up to+5%power tolerance allowed. Download da a h t http://www.solaredge.Lis/groups/Us/powerbox-power-optimizer 1/2 2/20/2015 Power Optimizer(SclarEdge Feature highlights of SolarEdge Power optimizers: • Per-module Maximum Power Point Tracking(MPPT) • Superior efficiency(99.5%peak efficiency,98.8%weighted efficiency) • Mitigates all types of modules mismatch-loss,from manufacturing tolerance to partial shading • Designed for extreme environmental conditions • 25 year reliability and warranty • Advanced,real-time performance measurement • Automatic module DC voltage shutdown for installer and firefighter safety • Embedded by module manufacturers,or connected by installers to c-Si and thin-film modules SolarEdge Technologies Inc.0All Rights Reserved Careers)Contact(Subscribe i RSS Feeds)Terms&Conditions hdp:/Jwww.solaredge.us/groups/us/powerbox-power-optimizer 2/2 li i IIMMMN�y rrw,wr.11""C STRUCTUAL 061HURS July 21,2014 Mounting Systems, Inc. 820 Riverside Pkwy Sacramento,California 95606 TEL:(855)731-9996 FAX:(916)287-2269 Attn.:Mounting Systems,Inc.-Engineering Department Re: Engineering Certification for the Mounting System'01 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 rail component capacity check including L foot bracket,end clamp and mid- clamp.All information,data and analysis contained within the Mounting Systems,Inc.rail span charts are based on,and comply with Mounting Systems,Inc.'s Alpha Engineering and Technical Data and the following codes: 1. Minimum Design Loads for Buildings and other!,Structures,ASCE/SEI 7-05 2. 2009 International Building Code,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 letter certifies that the loading criteria and design b4sis for the Mounting Systems,Inc. 13/52 rail span charts,rail allowable uplift wind force table and rail components capacity check are in compliance with the above document and codes. If you have any questions on the above,do not hesitate to call. Sincerely, SH of "W PAUL K. 7ACHER RUCTURAL y Paul Zacher,SE-President No.50to0 GIST s n►AL EXP also/2016 8150 Sierra College Boulevard,Suite 150 • Roseville,CA 95661• 916.961.3960 P • 916.961.3965 • www.pzse.com 23/52 Rail Zone 1 Span Chart Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 PSIF 85 10.0 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 35 100 10.0 8.5 7.0 6.0 5.5 5.0 4.5 4.0 4.0 35 110 9.5 8.5 7.0 6.0 5.5 5,0 4.5 4.0 4.0 3.5 Category 120 9.0 8.5 7.0 6.0 5.5 510 4.5 4.0 4.0 3,5 B 130 8.0 8.0 7.0 6.0 5.5 510 45 4.0 4.0 3.5 140 7.5 75 6.5 6.0 5.5 S,0 4.5 4.0 4.0 3.5 150 7.0 7.0 1 6.5 6.0 5.5 5.0 4.5 4.0 4,0 3.5 160 7.0 7.0 6.S 6.0 5.5 5.4 4.5 4.0 4.0 3,5 Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 psf 40 psf 1 50 psf 60 psf 70 psf 80 osf 90 psf Exposure Wind Ground Snow Load Speed 0 osf 10 psf 20 osf 30 osf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 85 10 8.5 7.0 6.0 5.5 S.O 4S 4,0 4.0 15 100 &5 8.0 7.0 6.0 5.5 5.0 4-5 4.0 4.0 315 110 75 7.5 7.0 . 6.0 54 Category 120 7.0 7.0 &S 6.0 S.5 S.0 4 S 4,0 _. , to , 3.5 D 130 6.5 6.5 65 6.0 S.5 &0 '4.5 4.0 i:0 3:5` 140 5.0 6.0 6.0" S.5 .0 4.5 4.5 4.d °=4.0 3.5 iso 5.5 S.5 5.5 SS#41=00 4 5 ss. 4.0 4.0:" 3.5 160 5.5 5,5 5.5 5.5 4.5 4.5 40 44. 3.5 a. The table above ONLY includes 13-52 rail capacity check.It does not include roof capacity check b. Wind importance factor per ASCE7-05 C. Topographic factor,kzt is 1.0 d. Maximum mean roof height is 30 ft. e. Average parapet height is 0 ft f. Roof pitch is between 7 degree and 27 degree g, Maximum solar panel weight is 60 lbs h. Height of solar panel is between 2"and 10"to roof I. Deflection criteria of L/60 per AC428 Section 4.3 f, The wind speeds above are ASD 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 length applies to a seismic design category E or less m. Maximum cantilever is L/3 i I 13/52 R 11 Zone 2 Span Chart Exposure Wind I Ground Snow load Speed 0 psf 10 pst 20 pst 30 Psf 40 PSf 50 psf 60 psf 70 psf 80 psf 90 psf 8s 8.5 8.0 7.0 16.0 S.5 5.0 4.5 4.0 4.0 3.5 100 7.5 7.5 7,0 1610 5.5 S.0 4.5 4.0 4.0 3.5 110 7.0 7.0 6.5 16.0 5.5 5.0 4.5 4.0 4.0 3.5 Category 120 6.5 6.5 6.5 5.5 5.0 5.0 4.5 4.0 4.0 3.5 B 130 6.0 6.0 6.0 .5 5.0 44 4.5 4.0 4.0 3.5 140 5.5 5.5 5.5 .5 5.0 4.5 4.5 4.0 4.0 3.5 150 5.0 5.0 5.0 .0 5.0 4.5 4.5 4.0 4.0 3.5 160 S.Q I 5.0 5.0 .0 5.0 4.5 4.S 44 4.0 1 3.5 Exposure I Wind Ground Snow Load Speed 0 psf 10 psf 20 psf psf 40 psf 50 psf 60 psf 70 psf 80 f 90 psf Exposure Wind Ground Snow Load Speed 0 psf 10 psf 20 pst 301 psf 40 psf 50 psf 60 pst 70 psf 80 psf 90 psf 95 65 6.5" 6.5 r` 5 0. .' 4 d ._ .�X4.0 3.S 300 0. �,_• A0.� 3.5 110 '3 S 3 3 6:3 .=, 4,5, .: . 4 S i. ?i»0 :' &S Causm im 0. " . .r ';5.0 SW .54w ,: ;� 3-S 0 30 50 30 5.0 lfG ." " : SRO 35 140 4S 43 4.5 : 4,5 r 45.. 4;5 .' 4.0``, 4.0 3.5 150 4.0 4.0 4.0 4.0 I #A 4A 4.1111'; 4 0 3.5 160 1 4.0 4.0 1 4.0 4.0 14A 4A l0 3.5 a. The table above ONLY includes 13.52 rail capacity c1lreck.it does not include roof capacity check b. Wind importance factor per ASCE?-OS C. Topographic factor,kzt is 1.0 d. Maximum mean roof height is 30 ft. e. Average parapet height is 0 ft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 60 Its h. height of solar panel is between 2"and 10"to roof I. Deflection criteria of L/60 per AC428 Section 4.3 }. The wind speeds above are ASD 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 1. The span length applies to a seismic design category jE or less M. Maximum cantilever is L/3 13/52 Rail Zone 3 Span Chart Exposure Wind Ground Snow toad Speed 0 Psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 Psf a5 65 6.5 6.5 6.0 5.5 5.0 4.5 4.0 4.0 3.5 100 6.0 6.0 6.0 5S 5.0 4.5 4.5 4.0 4.0 3.5 110 5.5 5.5 5.5 5.5 S.0 4.5 4.5 4.0 4.0 3,S 6ategory 120 5.0 5.0 5.0 5.0 5.0 4.5 4.S 4.0 4.0 3.5 8 130 10 5.0 5.0 5.0 5.0 4.5 4.5 4A 4.0 3.5 140 4-5 4S 4.S 4.5 4.5 4.5 4.5 1 4,0 4.0 3.5 150 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 160 4.0 4.0 CO 4.0 4.0 4.0 4.0 44 4.0 3.5 Exposure Wind Ground Snow Load 5 d 0 psf 10 sf 20 psf 30 psf 40 pf L 50 sf 60 sf 70 sf 80 f 90 sf Exposure `Hind Ground Snow Load Speed 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 84 pst 90 psf 5.0 3.5 4 3.5; ' C*Op* Aft, -4.0. IS a 36 35 ?1S 160 3.0 10 3.0" 30 9A 30 30 :; eta : 3.0 a. The table above ONLY includes 13-52 rail capacity check.It does not include roof capacity check b. Wind importance factor per ASCE7-05 C. Topographic factor,kzt is 1.0 d. Maximum mean roof height is 30 ft. e. Average parapet height is 0 ft f. Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight Is 60 lbs h. Height of solar panel is between 2"and 10"to roof I. Deflection criteria of L/60 per AC428 Section 4.3 j, The wind speeds above are ASD 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 length applies to a seismic design category E or less M Maximum cantilever is U3 13/92 Rail LRFO Ailowa Uplift Wind Force(pif) Rail Span(fti 70 80 90 10D 110 130 ISO 170 200 240 300 360 480 650 900 10 13152 Rare 3.s 13/52 Rall 4.0 13/52 Rag 4.5 13/52 Rall S.0 13/52 toil 5.5 13/51 Rail 6.0 13/52 Ran 6.5 13/52 RAR 74 13152 Ra 7.5 13/52 Rag 8.0 13/52 Rab 8.5 13152 Rail 9.0 13!52 Rag 9.5 13/52 Ran 10.0 13/52 RON 13/52 Reg U(FD Aibwable Uplift Span(ft) Force(i6) 3.0 1764 3.S 1480 4A 1243 '.. 4.5 1101 5A 960 5,5 838 6.0 756 6.9 690 7.0 691 1.5 598 B.0 533 &S 510 9.0 480 9.5 444 10.0 402