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1 RAND RD - BUILDING INSPECTION � G� � � � s ,� The Commonwealth of Massachusetts �: '�, Board of Building Regulations and Standards CITY OF • �M%! Massachusetts State Building Code, 780 CMR ,��,�ALEM Rf_G_Reursec�M r2011 Building Permit Application To Construct, Repair, Renovate Or q@mo7Gs�iTa�t F,L SEh`����� One- or Two-Family Dwelling This Section For Official Use Only �� Zb �O . Building Permit Number: Date App � d: `' '� '�u.,,� - i i���i � —�-F-'L� BuiLding Official(PrintName) Sig�amre Date � SECTION 1: SITE INFORMATION � 1.1 Property Address: � 1.2 Assessors Map&Parcel Numbers r j1.1 a is this an accepted street?yes no Map Number Parcel Number LJI 1.3 Zoning Information: 1.4 Property Dimensions: � Zoning Dishict Pmposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) F�on[Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply: (M.G.L c.4Q§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public❑ Priva[e❑ Zone: _ Outside Flood Zone? Municipal ❑ On si[e disposal sys[em ❑ CheckifyesO SECTION 2: PROPERTY OWNERSHIP' ` 2.1 Owner�ofRecord: � S'a�em Ma.�197� Gail Lockard Name(Print) � C� ,State ZIP 1 Rand Rd. 978-7�44-$678 gmlockard.lockardC�gm il.com No.and Street � Telephone Email Address . ......._ _... SECTION 3: DESCRIPTION OF PROPOSED WORKZ(check all that apply) New Construction Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑ Demolition ❑ Accessory Bldg. ❑ Number of Units Other ❑ Specify: Brief Description of Proposed WorkZ: � 1 i l ( � SECTION 4: ESTIMATED CONSTRUCTION COSTS Item EstimaCed Costs: Official Use Ouly Labor and Materials I. Building $ L Building Permit Fee: $ Indicate how fee is determined: 2. ElecVical $ ❑ Standard City/Town Application Fee ❑Total Project Cost (Item 6)x multiplier x 3. Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ List 5. Mechanical (Fire $ Total All Fees: $ Su ression Check No. Check Amount Cash Amount: 6. Total Project Cost: $ ❑Paid in Ful] ❑ Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 ConstrucionSupervis L, icense(CS) Cq(1 q jj/It�`)/"Y� LicenseON'uimberE�xplra[Lo�n bate List CSL Type (see below) U Name of CSL I e P Type Description i 1lJ� No. and Stree n / U Unrestricted (Buildings u to 35,000 cu. ft. Q%�1'� ` O �Q(>�j� 1(k) t JU I] I R Restricted 1&2 Family Dwelling City/Town, S iJ M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances I Insulation Telephone Email address D Demolition 5.2 Registered mle In pro a %e�n�tt Contractor (HIC) V Q�W C'l/i�[ J HIC Registration Number Ex irati n ate WIC Company Name o H .gistrant no �(f No. and Stre UD I UT Email address City/Town, StSte, ZIIJ Telephone SECTION 6: 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 lssuaocp of the building permit. Signed Affidavit Attached? Yes__.. No... ..... .0 SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, as Owner of the subject property, hereby authorize i II matters relative to work authorized by this building permit application. t4MZ 06/23/15 Print Owner's Name (Electronic Signature) Date SECTION 7b: OWNER' OR AUTHORIZED AGENT DECLARATION By entering my name below, 1 hereby attest under the pains and penalties of perjury that all of the information contained in this application is true to to the best of my knowledge and understanding. IT— Print Owner's or Authorized Agent'sNa -lectronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work, or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor (HIC) Program), will not have access to the arbitration program or guaranty fund under M.G.L. c. 142A. Other important information on the HIC Program can be found at www.mass. og v/oca Information on the Construction Supervisor License can be found at www.mass.eov/dps 2. When substantial work is planned, provide the information below: Total floor area (sq. ft.) (including garage, finished basement/attics, decks or porch) Gross living area (sq. ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/ porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for "Total Project Cost" The Commonwealth Of f Massachusetts _ Department oj'IndustrialAccidents lj 0 �¢ r� r.' Office of'Investigations 1 Congress Street, Suite 100 t Boston, AM 02114-2017 a www mass.gov/dia Workers' Compensation Insurance davit: Builders/Contractors/Eleetricians/Plumbers :applicant Information Please Print Leeibly Name (Business/Organization/Individual): Vivant Solar Developer, LLC Address: 3301 North Thanksgiving Way, Suite 500 Lehi, UT 84043 Phone #: 801=377-9111 Are you an employer? Check the appropriate box: 1. 1 air a employer with 10 4. r_1I am a general contractor and I employees (full and/or part-time).` have hired the sub -contractors 2.0 I am a sole proprietor or partner- listed on the attached sheet. ship and have no employees These sub -contractors have working for me in any capacity. employees and have workers' Wo workers' comp. insurance comp. insurance.$ required.] 3. ❑ I am a homeowner doing all work myself. [No workers' comp. insurance required.l t ❑ We are a corporation and its officers have exercised their right of exemption per MGL c. 152, § 1(4), and we have no employees. [No workers' comp. insurance required.l Type of project (required): 6. ❑ New construction 7. ❑ Remodeling 8. ❑ Demolition 9. ❑ Building addition 10.❑ Electrical repairs or additions 11.❑ Plumbing repairs or additions 12. ❑ Roof repairs 13.® Other Solar Installation *Any applicant that checks box til most 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 name of the sub -contractors and state whether or not those entities have employees. If the sub -contractors have employees, they must provide their workers' comp. policy number. am an employer that is providing roomers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Zurich American Insurance Company Policy # or Self -ins- Lic. #: WC 509601300 Expiration Date 11/1/2015 �\� Job Site Address: City/State/Zip: I Uw Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. P do hereby certify under the pains and penalties of perjury that the information providyd gbove is lrlse and correct 801-2296459 L[IHoard use only. Do not write in this area, to be completed by city or town official. own: Permit/License # uthority (circle one): of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector Person•, Phone #: Office of Consumer Affairs end Business regulation Us10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Dome Improvement Contractor registration VIVINT SOLAR DEVELOPER LLC. JAMES SHERMAN 4931 NORTH 300 WEST PROVO, UT 84604 $CA A a Zawwl 1 Registration: 170848 Type: Supplement Card Expiration: 1/5/2016 Update Address and return card. Mark reason for change. L] Address ❑ Renewal ❑ Employment ❑ Lost Card Massachusetts. - Department of Public Safety Board of Building Regulations and Standards Construction Supenisor License CS -W254 yp JAS RS R SHEIRMAN - 6 For Ffoli;* ISrife !".• SAUGUS MA 01'P 5 ,} r. �: fyo - Expiration Commissioner 08728/2046 A� O® CERTIFICATE OF LIABILITY INSURANCE DO61092015DrvrY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endomement(s). PRODUCER MARSH USA INC. 1225 17TH STREET, SUITE 1300 DENVER, CO 80202-5534 AtmDenver. CertRequest@marsh.com I Fax: 212-948-4381 CONTACT NAME' PHONE FAX L NQ. ExtLAC No: E+ Ail- ILAtm ADDRESS: INSURERS AFFORDING COVERAGE NAIC9 INSURER A: Evanston Insurance Company 35378 11/01/2015 INSURED 3301 Solar Developer LLC 3307 North Thanksgiving Way, Suite 500 INSURER B: Zurich American Insurance Company 16535 INSURER c: American Zurich Insurance Company 40142 INSURER D: Lehi, UT 84043 INSURER E: GENERAL AGGREGATE $ 2,000,000 INSURER F, $ COVERAGES CERTIFICATE NUMBER: SEA -002986000-01 REVISION NUMBER:2 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. INSRTYPE LTR OF INSURANCE INSD MDSUBR1 POLICY NUMBER MMIDDPOLICY EFF /YYYY) POLICY EXP (MMIDDIYYYYFI LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE I OCCUR X $5,000 Ded. BI & PD of Marsh USA Inc. 14PKGWE00274 11/01/2014 11/01/2015 EACH OCCURRENCE $ 1,000,000 PREM SES IF.ocwrrence $ 50,000 MED EXP (Any one person) $ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY E PRI[:]JECT LOC OTHER'. GENERAL AGGREGATE $ 2,000,000 PRODUCTS-COMP/OP AGG $ 2,000,000 $ B AUTOMOBILE LIABILITY ALL OWNED SCHEDULED IxANY AUTO AUTOS AUTOS MED HIRED AUTOS X AUTOS BAP509601500 11/01/2014 11/01/2015 COMBINED SINGLE LIMIT $ 1,000,000 Ea accident BODILY I NJU RY(Per person) $ BODILY INJURY(Per accident) $ PROPERTVDAMAGE $ Peraccldenl A X UMBRELLA UAB EXCESS LIAB X OCCUR CLAIMS -MADE 14EFXWE00088 11/01/2014 11/01/2015 EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5,000,000 DEO I I RETENTION $ 1 $ C B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORMARTNER/EXECUTIVE YNN OFFICER/MEMBER EXCLUDED? (Mandatory in NH) It s, describe under DESCRIPTION OF OPERATIONS below N / A WC509601300 AZ, CA, CT, HI, MD, NJ, NY, OR, UT MA14 C5096000 W ( l 11/012014 11 /012014 11/01/2015 11/012015 X PER OTH- STATUTE ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYE $ 1,000,000 E.L. DISEASE -POLICY LIMIT g 1,000,000 A En -ors B. Omissions8 Contractors Pollution 14PKGWE00274 111012014 11/012015 LIMIT 1,000,000 DEDUCTIBLE 5,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION Town of Rockport SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Rockport Town Hall THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 34 Broadway ACCORDANCE WITH THE POLICY PROVISIONS. Rockport, MA 01966 AUTHORIZED REPRESENTATIVE of Marsh USA Inc. Kathleen M. Parsloe->�22t. IVA46L; ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD I \ ' vivinto solar Structural Group Scott E. Wyssling, PE Head of Structural Engineering August 13, 2014 revised June 24, 2015 Mr. Dan Rock, Project Manager Vivint Solar 24 Normac Road Woburn MA 01801 4931 North 300 West Provo. UT 84604 P:(801)234-7050 scott.wysslingCa vivintsolar.com Re: Structural Engineering Services Lockard Residence 1 Rand Road, Salem MA S-4433061 5.75 kW System 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 Visit/Verification Form prepared by a Vivint Solar representative identifying specific site information including size and spacing of rafters 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 assumed 2 x 6 dimensional lumber at 16" on center. The attic space is finished and photos indicate that there was no access to visually inspect the size and condition of the roof rafters. All wood material utilized for the roof system is assumed to be Spruce -Pine -Fir #2 or better with standard construction components. Our review of the photos of the exterior roof does not indicate any signs of settlement or misalignment caused by overstressed underlying members. Stability Evaluation: A. Wind Uplift Loading 1. Refer to attached Ecolibrium Solar calculations sheet for ASCE/SEI 7-10 Minimum Design Loads for Buildings and other Structures, wind speed of 100 mph based on Exposure Category "B" and 32, 36 and 40 degree roof slopes on the dwelling areas. Ground snow load is 40 PSF for Exposure "B", Zone 2 per (ASCE/SEI7-f0). 2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the dwelling. doeunt. solar Page 2 of 2 B. Loading Criteria • 10 PSF = Dead Load roofing/framing 40 PSF = Live Load (ground snow load) • 5 PSF = Dead Load solar panels/mounting hardware Total Dead Load =15 PSF The above values are within acceptable limits of recognized industry standards for similar structures. Analysis performed of the existing roof structure utilizing the above loading criteria indicates that the existing rafters will support the additional panel loading without damage, if installed correctly. C. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "Ecolibrium Solar Installation Manual', which can be found on the Ecolibrium Solar website (ecolibriumsolar.com). If during solar panel installation, the roof framing members appear unstable, deteriorated, structurally compromised or deflect non -uniformly, our office should be notified before proceeding with the installation. 2. Maximum allowable pullout per lag screw is 235 lbs/inch of penetration as identified in the National Design Standards (NDS) of timber construction specifications for Hem -Fir (North Lumber) assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 1/2", is less than what is allowable per connection and therefore is adequate. Based on the variable factors for the existing roof framing and installation tolerances, using a thread depth of 2 1/2' with a minimum size of 5/16" lag screw per attachment point for panel anchor mounts should be adequate with a sufficient factor of safety. 3. Considering the roof slopes, the size, spacing, condition of roof, the panel supports shall be placed at and attached to no greater than every fourth roof rafter as panels are installed perpendicular across rafters and no greater than the panel length when installed parallel to the rafters (portrait). No panel supports spacing shall be greater than four (4) rafter spaces or 64" o/c, whichever is less. 4. Panel supports connections shall be staggered to distribute load to adjacent rafters. Based on the above evaluation, it is the opinion of this office that with appropriate panel anchors being utilized the roof system will adequately support the additional loading imposed by the solar panels. This evaluation is based on information supplied to us at the time of this report and current industry standards and practices. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. 4'ru ly yours, P. � Scott E. Wyssl' , PE MA License N .50 vivi t. solar N r' PV SYSTEM SIZE: 5.98 kW DC ZIP I JUNCTION BOX ATTACHED TO ARRAY USING ECO HARDWARE TO KEEP JUNCTION BOX OFF ROOF ------------- ----'0' OF 1" PVC CONDUIT ' FROM JUNCTION BOX TO ELEC PANEL PV INTERCONNECTION POINT, INVERTER, ' LOCKABLE DISCONNECT SWITCH, ) ANSI METER LOCATION, 8 UTILITY METER LOCATION \ ------- (23) Trina Solar TSM -280 PD05.08 MODULES 1 Rand Rd, Salem MA 01970 PV SYSTEM SITE PLAN SCALE: 1/16" = 1'-0" U C .N �w z pE� z .O c U Q Y U � DORMER---AOMP. SHINGLE 0 VSTRING#2: 1 MODULES m 13 E3 O N Roof Section 2 Po 156 w 432h: R�rr# 3z •o = s� s TIE INTO METER# m 9361436] Roof Section 1 \----4�V Roof Section 3 m Roof Azimuth: 158 Roof 158 a, m m Roof Tilt: 36 �TIt ^D 3 m STRING#1: 12 MODULES y rc m z ¢ E i w w d w w w m i z m w0 z z Q SHEET NAME: LLZ 0d SHEET NUMBER' CI PV SYSTEM ROOF PLAN C). N SCALE: 1/8" = V-0" > a PV MODULES, TYP. MOUNT OF COMP SHINGLE ROOF, PARALLEL TO ROOF PLANE PERMITTED CLAMP+ CLAMP ATTACHMENT SPACING MOUNTING PV3.0 DETAIL PV ARRAY TYP. ELEVATION NOT TO SCALE CLAMP+ ATTACHMENT ECO 4[6UPIAq L=PORTRAIT CLAMP SPACING ECO COMPATIBLE L=LANDSCAPE MODULE aI CLAMP SPACING (MODULES IN PORTRAIT/LANDSCAPE NOT TO SCALE CLAMP SEALING WASHER LOWER SUPPORT FLASHING 5116"0 x 4 1) MINIMUM Sl STEEL LAG TORQUE = 13±2 ft -lbs CLAMP ATTACHMENT NOT TO SCALE U C �p N Y U AN J �I CANTELEVER L/4 OR LESS L=PERMITTED CLAMP SPACING SEE CODE COMPLIANT LETTER FOR MAX ALLOWABLE CLAMP SPACING. COUPLING CLAMP PHOTOVOLTAIC MODULE NAME: Illulll Illulll ��lulll �j�ulll Illulll I�IUIII IIIILJIIII IIIILJIIII ~ J Z Q 0 UL O � O PV SYSTEM MOUNTING DETAIL NOT TO SCALE 1 SHEET NUMBER' ri DC Safety Switch Notes: Rated for max operating condition of inverter NEC 690.35 compliant N `opens all ungrounded conductors U C m Notes: SE6000A-US-U Inverter Specs: CEC Efficiency 97.5% oGO DoE. ALL CONDUCTORS AC Operating Voltage 240V �aE= p Continuous Max Output 25A d'. SHALL BE COPPER DC Maximum Input Current 18A O"P, to Solar Edge Optimizer Specs: Y P300 DC Input Power 30OW O DC Max Input Voltage 8-48V J Design COrldlilOflS: 9 DC Max Input Current 12.5A DC Max Output Current 15A ASHRAE 2013 Max String Rating 525OW I Highest Monthly 2% DB Design Temp 35.6°C. Module Specs: 23 PV MODULES PER INVERTER =5980 WATTS STC Lowest Min. Mean Extreme DB -17°C Trina Solar TSM-260PDO5.08 CU' 1 STRING OF 12 PV MODULES VOC Tem coefficient V/°C P 1 STRING OF 11 PV MODULES SOIAREDGE Short Circuit Current (Isc) 9.00A Oi SESMA-US-U INVERTER System Specs: Open Circuit Voltage (Voc) 38.2V -- Operating Current (Imp) 8.50A Q Max DC Voltage 500V Operating Voltage (Vmp) 30.6V = a DC SAAFE1 Nominal DC Operating Voltage 350V Max Series Fuse Rating 15A'�Max. DC Current per String 15A STC Rating (Pmax) 26OWNominal WS AC Current 25A Power Tolerance -0/+3%SOLAREP]OOOPTIM- I 0' 0 ° ° ° m n M _ 3 g P, - 9' _ i` _ i• semens I ILL zm _ _- v�mJ UNIDSI BOMOW UNFUSEpNP. s Z W W _ _ _ �mJ Lm_ OR EOUNALENT CUNA Y W W 6OLAREDGE P]DOOPTIMI2ER5 - NalmMehnp J VtStS W a i O SHEET SHEE ET EXISTING rvAMe. � 240V1125A AC z _ _ — _. LOAD -CENTER < � C9 sNE..I VISIaLE WITH 1-2 POLE 20A A Q METER LDCKABLE ENIFE'AA' SOLAR BREAKER O 2 DISCONNECTj— SHEET _ NUMBER'. 1 PV WIRE IN FREE AIR INTO THWN-21N 3/4" EMT CONDUIT. KEEP UNDER 2%VOLTAGE DROP. MINIMUM 10AWG CU WIRE EACH(RAEFORD DEG Q 6AWGBARE MINI MUM B AWG CU WIRE (RATED 90 DEG CI I N 3/4" EMT CONDUIT.l1, 2. L, AND NEUTRAL; 8 AWG GROUND WIRE COPPEfl EGC Ofl BAW G INSULATED GEC IN CONDUIT. KEEP UNDER I.5%VOLTAGE DROP. LL U o C THIS ROOF SECTIONS TILTIAZIMUTH CANNOT PRODUCE MIN 800 SUN HOURS tO mp w Nn¢ LL cgi pEH z �mo' Y U � THIS ROOF SECTIONS TILT/AZIMUTH 0 j CANNOT PRODUCE MIN 800 SUN HOURS L d COMP. SHINGLE • 0� A m a m O y U Z � Q � Z W W C K h W W Z ) tll � W Q ROOF SECTION Z Z g p 3 MODULES ROOF SECTION SHEET 2 MODULES NAME: Z V OOF SECTION 3 (D 8 MODULES F5 0 O J USAGE CONSTRAINT 92.7% CUSTOMER USAGE OFFSET SHEET NUMBER: 0 EcolibriumSolar Customer Info Name: 4433061 Email: Phone: Project Info Identifier: 8142 Street Address Line 1: 1 Rand Rd Street Address Line 2: City: Salem State: MA Zip: 01970 Country: United States System Info Module Manufacturer: Trina Solar Module Model: TSM 260-PD05.08 Module Quantity: 23 Array Size (DC watts): 5980.0 Mounting System Manufacturer: Ecolibrium Solar Mounting System Product: EcoX Inverter Manufacturer: SolarEdge Technologies Inverter Model: SE6000A-US (240V) Project Design Variables Module Weight: 43.0 lbs Module Length: 65.0 in Module Width: 37.0 in Basic Wind Speed: 100.0 mph Ground Snow Load: 40.0 psf Seismic: 0.0 Exposure Category: B Importance Factor: II Exposure on Roof: Partially Exposed Topographic Factor: 1.0 Wind Directionality Factor: 0.85 Thermal Factor for Snow Load: 1.2 Lag Bolt Design Load - Upward: 820 Ibf Lag Bolt Design Load - Lateral: 288 Ibf EcoX Design Load - Downward: 722 Ibf EcoX Design Load - Upward: 765 Ibf EcoX Design Load - Downslope: 297 Ibf EcoX Design Load - Lateral: 233 Ibf Module Design Moment— Upward: 3655 in -Ib Module Design Moment— Downward: 3655 in -Ib Effective Wind Area: 20 f12 Min Nominal Framing Depth: 2.5 in Min Top Chord Specific Gravity: 0.42 Plane Calculations (ASCE 7-10): 3 Roof Shape: Gable Roof Type: Composition Shingle Average Roof Height: 15.0 ft Least Horizontal Dimension: 12.5 ft Roof Slope: 40.0 deg Truss Spacing: 16.0 in Snow Load Calculations Edge and Corner Dimension: 3.0 ft Stagger Attachments: No Include Snow Guards: No EcolibriumSolar Description Interior Edge Corner Unit Flat Roof Snow Load 33.6 33.6 33.6 psf Slope Factor 0.55 0.55 0.55 psf Roof Snow Load 18.5 18.5 18.5 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Net Design Wind Pressure Downforce 19.4 19.4 19.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 psf Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Design Wind Pressure Downforce 19.4 19.4 19.4 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.6 2.6 2.6 psf Snow Load 18.5 18.5 18.5 psf Downslope: Load Combination 3 10.8 10.8 10.8 psf Down: Load Combination 3 12.8 12.8 12.8 psf Down: Load Combination 5 13.6 13.6 13.6 psf Down: Load Combination 6a 18.8 1B.8 18.8 psf Up: Load Combination 7 -11.2 -13.4 -13.4 psf Down Max 18.8 18.8 18.8 psf Spacing Results (Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 77.7 77.7 77.7 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 64.0 64.0 64.0 in Max Cantilever from Attachment to Perimeter of PV Array 25.9 25.9 25.9 in Spacing Results (Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 58.6 58.6 58.6 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 19.5 19.5 19.5 in EcolibriumSolar Layout Skirt e Coupling O Clamp 0 Bonding Jumper Note: If the total width of a continuous array exceeds 35 ft, break array to allow for thermal expansion and contraction. See Installation Guide for details. Warning: PV Modules may need to be shifted with respect to roof trusses to comply with maximum allowable overhang. EcolibriumSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 8 Weight of Modules: 344 lbs Weight of Mounting System: 94 lbs Total Plane Weight: 438 lbs Total Plane Array Area: 134 ft2 Distributed Weight: 3.28 psf Number of Attachments: 47 Weight per Attachment Point: 9 lbs Plane Calculations (ASCE 7-10): 1 Roof Shape: Gable Roof Type: Composition Shingle Average Roof Height: 25.0 ft Least Horizontal Dimension: 15.5 ft Roof Slope: 36.0 deg Truss Spacing: 16.0 in Snow Load Calculations Edge and Corner Dimension: 3.0 ft Stagger Attachments: No Include Snow Guards: No EcolibriumSolar Description Interior Edge Corner Unit Flat Roof Snow Load 33.6 33.6 33.6 psf Slope Factor 0.62 0.62 0.62 psf Roof Snow Load 20.8 20.8 20.8 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Net Design Wind Pressure Downforce 19.4 19.4 19.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 psf Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Design Wind Pressure Downforce 19.4 19.4 19.4 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.6 2.6 2.6 psf Snow Load 20.8 20.8 20.8 psf Downslope: Load Combination 3 11.4 11.4 11.4 psf Down: Load Combination 3 15.7 15.7 15.7 psf Down: Load Combination 5 13.7 13.7 13.7 psf Down: Load Combination 6a 21.0 21.0 21.0 psf Up: Load Combination 7 -11.2 -13.3 -13.3 psf Down Max 21.0 21.0 21.0 psf Spacing Results (Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 73.5 73.5 73.5 in Max Spacing Between Attachments With Rafterlrruss Spacing of 16.0 in 64.0 64.0 64.0 in Max Cantilever from Attachment to Perimeter of PV Array 24.5 24.5 24.5 in Spacing Results (Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 55.5 55.5 55.5 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 18.5 18.5 18.5 in EcolibriumSolar , Layout Skirt c Coupling O Clamp 0 Bonding Jumper Note: If the total width of a continuous array exceeds 35 ft, break array to allow for thermal expansion and contraction. See Installation Guide for details. Warning: PV Modules may need to be shifted with respect to roof trusses to comply with maximum allowable overhang. EcolibriunnSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 12 Weight of Modules: 516 lbs Weight of Mounting System: 94 lbs Total Plane Weight: 610 lbs Total Plane Array Area: 200 ft2 Distributed Weight: 3.04 psf Number of Attachments: 47 Weight per Attachment Point: 13 lbs Plane Calculations (ASCE 7-10): 2 Roof Shape: Gable Roof Type: Composition Shingle Average Roof Height: 15.0 ft Least Horizontal Dimension: 7.0 ft Roof Slope: 32.0 deg Truss Spacing: 16.0 in Snow Load Calculations Edge and Corner Dimension: 3.0 ft Stagger Attachments: No Include Snow Guards: No EcolibriumSolar Description Interior Edge Corner Unit Flat Roof Snow Load 33.6 33.6 33.6 psf Slope Factor 0.7 0.7 0.7 psf Roof Snow Load 23.5 23.5 23.5 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Net Design Wind Pressure Downforce 19.4 19.4 19.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 psf Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Design Wind Pressure Downforce 19.4 19.4 19.4 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.6 2.6 2.6 psf Snow Load 23.5 23.5 23.5 psf Downslope: Load Combination 3 11.9 11.9 11.9 psf Down: Load Combination 3 19.1 19.1 19.1 psf Down: Load Combination 5 13.8 13.8 13.8 psf Down: Load Combination 6a 23.6 23.6 23.6 psf Up: Load Combination 7 -11.1 -13.3 -13.3 psf Down Max 23.6 23.6 23.6 psf Spacing Results (Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 69.4 69.4 69.4 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 64.0 64.0 64.0 in Max Cantilever from Attachment to Perimeter of PV Array 23.1 23.1 23.1 in Spacing Results (Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 52.4 52.4 52.4 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 17.5 17.5 17.5 in EcolibriumSolar Layout Skirt e Coupling O Clamp 0 Bonding Jumper Note: If the total width of a continuous array exceeds 35 ft, break array to allow for thermal expansion and contraction. See Installation Guide for details. Warning: PV Modules may need to be shifted with respect to roof trusses to comply with maximum allowable overhang. EcolibriumSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 3 Weight of Modules: 129 lbs Weight of Mounting System: 94 Ibs Total Plane Weight: 223 lbs Total Plane Array Area: 50 ft2 Distributed Weight: 4.45 psf Number of Attachments: 47 Weight per Attachment Point: 5 lbs EcolibriumSolar Bill Of Materials Part Name Quantity ECO -001_101 EcoX Clamp Assembly 47 ECO -001_102 EcoX Coupling Assembly 18 ECO -001_105B EcoX Landscape Skirt Kit 5 ECO -001-105A EcoX Portrait Skirt Kit 3 ECO -001_103 EcoX Composition Attachment Kit 47 ECO -001_116 EcoX Flat -Tile Flashing 0 ECO -001_117 EcoX S -Tile Flashing 0 ECO -001_118 EcoX W -Tile Flashing 0 ECO -001_363 EcoX Lower Support - Tile 0 ECO -001_109 EcoX Electrical Assembly (optional) 3 ECO -001_106 EcoX Bonding Jumper Assembly 11 ECO -001_104 EcoX Inverter Bracket Assembly 0 ECO -001338 EcoX Connector Bracket 0 ECO_001-359 EcoX Lower Support - Low Slope 0