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1 OSBORNE HILL DR - BUILDING INSPECTION (2) ' . .32ss3 �ZI �� � ;� TheCommonwealthofMassachusetts REC�IVE Board of Buifding Regula[ions and S[andar �SpECf I(.'��AL � ����f�J''OF �� Massachusetts State Building Code, 780 C� SALEM R�,yis �`Mar20l1 Building Permit Application To Construct, Repair, Renovate��et�j�,lisf�g `�' �v One- or Twa-Family Dwelling This Section For Official Use Only T Building Permi[Number: Date A plied: Iv� Building Official(Print Neme) Signatare � � J SECT[ON t:SITE INFORMATION ' ^ LI Property Address: 1 (�1(�_�, „Nn `'� � �,Z Assessors Map&Parcel Numbers u , ���J�JGW��e 1,la Is this an accepted stree[?yes� no Map Number �Parcef Number � — 1.3 Zoning Information: 1.4 Property Dimensions: � Zoning Distric[ Proposed Use Lot Area(sq R) Frontage(ft) 1.5 Building Setbacks(Tt) Front Yerd Side Yards Rear Yard Required Provided Requircd Provided Required Provided I.6 Water Supply: (M.G.L c.40,§54) t.7 Flood Zone Information: 1.8 Sewage Disposal System: Public❑ Private❑ Zone: _ Outside Flood Zone? Municipal 0 On site disposal system ❑ Check i f yes0 SECTiON 2: PROPERTY OWNERSHIP� 2.1 Owner'or��r�inand Angeles Salem, MA. 01970 Name(Prin[) Cit State ZIP 1 Osborne hill dr 978-74�-4�29 Ferdiecu8@yahoo.com No.and Slreel Telephone Email Address SECfION 3:DESCRIPTION OF PROPOSED WORKZ(check all that apply) New Constructioq.C� Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑ Demolition ❑ Accessory Bfdg. ❑ Number of Units Other ❑ Speci(y: Brief Description of Proposed Work-: � ; ' � S V�'� , SECTION 4: ESTI ATED CONSTRUCTIOIY COSTS Item Estimated Costs: Labor and Materials Official Use Only I. Building $ I. Building Permit Fee:$ Indicate how fee is determined: 2.Electrical $ '1 ❑Standard City/Town Application Fee °� ❑Total Project Cost'(item 6)x multiplier x i.Plumbing $ . 2. OtherFees: $ �� ��, 4.Mechanical (HVAC) $ ��s�: E Li i 5.Mechanical (Fire $ Su ression To[al All Fees:$ � �„�(, Check No. Check Amount: Cash Amount: 6.Total Project Cost: $ �/ ❑paid in Full ❑Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License (CSL) Ja m� s s r,� Y � e� r-) O Z�' ` , `2S) y License Number' Expiration Date List CSL Type (see below)y Name of CSL Holder U F-�A � M a -o 't ^ ` 1(/ CJv ` Type Description No. and Street n -Lk U\fNU� "I U Unrestricted (Buildings up to 35,000 cu. ft.) ____ R Restricted (&2Famil Dwelling City/Town, State, ZIP'M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances _ 7"b130S1DJ MQIS(�Qil FaU��fl�}C�j�(r [ I Insulation Tele hone - Email address D I Demolition 5.2 Registered Home Improvement Contractor (HIC) Vit\\'\nt S(Acxr ��fJ�u6 1 HIC Registration Number Expiration Date Date HIC Cor{�q�1N,amo r,.[-iIC, RegistFant Name Jr.J \\� W U�(, No. and-Street� y x . l ✓-, Email address Ci /Town, State, ZIP 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 IssuanFe of the building permit. Signed Affidavit Attached? Yes .......... No.:.....:: .... -O 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 V k1% )n t sb�cy- to act on my behalf, in all matters relative to work authorized by this building permit application. f N-- 06/01/15 Print Owner's Name (Electronic Signature) Dale SECTION 7b: OWNER' OR AUTHORIZED AGENT DECLARATION By entering my name below, I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. c� Print Owner's or Authorized Agent' a (Elec nic Signature) - Date NOTES: I. 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.eov oca Information on the Construction Supervisor License can be found at www.mass.eowdos 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 Massachusetts Department of IndustrialAccidents — Office of Investigations I Congress Street, Suite 100 4 Boston, MA 01114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/individual): Vivint Solar Developer, LLC 3301 North Thanksgiving Way, Suite 500 Leill, V 1041/43 Phone #: out -377-9111 Are you an employer? Check the appropriate box: LN I am a employer with 10 4. 1—]1 am a general contractor and I employees (full and/or part-time).* have hired the sub -contractors 2. ❑ 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' No workers' coma. insurance comp. insurance.t required.] 3. ❑ 1 am a homeowner doing all work myself. [No workers' comp. insurance required.] t 5. ❑ 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.] Type of project (required): 6. ❑ New construction 7. ❑ Remodeling 8. ❑ Demolition 9. ❑ Building addition 10.❑ Electrical repairs or additions I I. [I Plumbing repairs or additions 12. ❑ Roof repairs 13.© Other Solar Installation -Any app scant that checks box # 1 must also 611 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 anew 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. I am an employer that is providing workers' 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 1� 1 Expiration Date: 11/1/2015 Job Site Address: ' O� I Ib 1City/State/Zip: 20 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. I do hereby certify under the pains and penalties ofperjury that the information 801-2296459 Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/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 #: C� 'he �pa�;�mc mea i t Uf/Lcz��zedLwJ Office of Consumer Affairs find Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration VIVINT SOLAR DEVELOPER LLC. JAMES SHERMAN 4931 NORTH 300 WEST PROVO, LIT 84604 SCA 1 0 20M.05!11 Registration: 170848 Type: Supplement Card Expiration: 1/512016 Update Address and return card. Mark reason for change. ❑ Address Ej Renewal F] Employment E] Lost Card t� Massachusetts - Department of Public Safety Board of Building Regulations and Standards ConstructiLicense: Supervisor Lice License: CS -045254 ' JAMES R SHERMAN 6 Fox Hollow Drife SAUGUS MA 01906 1 " �" Expiration Commissioner 08/2812016 ACORO® CERTIFICATE OF LIABILITY INSURANCE °"'31/201Oe""" 10131/2014 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: H the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER MARSH USA INC. 122517TH STREET, SUITE 1300 DENVER, GO 80202-5534 Attn: Denver.cenrequest@mershmm, Fa: 212.948.4381 NAME: — PHONE FAICI NA AE --M IL —' -- — LIMITS mSURERSAFFORDINGCOVERAGE "ICa INSURER A: Evanston Insurance Company 35378 462738-STND GAWUE-14-15 INSURED Vivint Solar, Inc: Vivint Saler DevNoper LLC 3301 North Thanksgiving Way Suite 500 INSURER e: Zurich American Insurance Company 18535 INSURER c: Ansdcan Zurich Insurance Company tre Y 40142 INSURER D: INSURER E Lehi, UT 84043 MSURER F: COVERAGES CERTIFICATE NUMBER: SEA-CM68030.00 REVISION NUMBER:0 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. INTR TYPE OF INSURANCE ADDL MM POUCYNUMa ANDor EFF NOLJCYEXP LIMITS A GENERAL UAeaITY 14PKGWE00274 1110112014 1110112015 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITYPREMISES CLAMS -MACE a OCCUR $ 50,000 MED EXP (Any an persan) $ 5,000 X E5,600 Ded. 81 & PD PERSONALS ADV INJURY $ 1,000,000 GENERALAGGREGATE $ Z000•00) GEML AGGREGATE UNIT APPLIES PER PRODUCTS-COMP/OPAGG S 2,000,000 POLICY r X LOC $ AuT SAP509601500 110/2014 1110112015 COMBINED SINGLE LIMITB Eanl 1000000 X AMAUTOBT BODILY INJURY (Per peeon) E AAU OWNED AUTOS LED BODILY INJURY (Per accident) E X HIRED AUTOS X AN��NNED DAMAGE $ E A UMBRELIALWBX OCCUR 14EFXWE000BS 11/018014 v0112015 EACH OCCURRENCE E 5,000,000 EXCESS DAB CLAIMS -MA DE AGGREGATE E 5,000,000 DEO i I RETEWIONf I $ C WORKERS COMPENSATAIN W11 01300 11101 14 111002015 AC STATU- OTH- B AND EMPLOYERS• 11AEUMFR ANY PROPRIErORIPARTNER/EXECUTNE YIN OFFICEar,In1 1)FJlCWOED7 (Man dew In NIS Ryan, deacrme unser DESCRIPTION OF OPERATIONS behw NIA WM601400 1110112014 11101/2015 E.L. EACH ACCIDENT E 1,000,000 E. L, DISEASE -EA EMPLOYE $ 1,000,000 EL. DISEASE - POLICY LIMIT T 1,000,000 A Eimm&Omissicns8 14PKGWE00274 11/018014 11101/2015 UMIT 1,000,000 Contractors Pollution DEDUCTIBLE 51000 DESCMPTIONOF OPERATIONSILOCATIONS I VEHICLES (AIh ACORDIM,Add lRamerkw$cAe Wo itm opmismquimdl The Carlificate Halder and others as defined in the written agreement are included as additional insured where required by written centrad with respect to Gerteral Uabdity. This insurance is primary and non- contributory over any enisfing insurance and Imbled to liability arising out ort o operations of the named insured and where required by written contract Waiver of subrogation is applicable where required by wd8en cantrect with respect to General Uabilly and Workers Compensation. City of Salem 93 Washington Street Salem, MA 01970 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHOMMED REPRESENTATIVE of Marsh USA Inc. Kathleen M. Famine .izm& .rt.71r. 024¢!se- All riehts reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD 0 0 Xovoinl solar Structural Group Scott E. Wyssling, PE Head of Structural Engineering May 28, 2015 Mr. Dan Rock, Project Manager Vivint Solar 24 Normac Road Woburn MA 01801 3301 North Thanksgiving Way, Suite 500 Lehi, LIT 84043 P:(801)234.7050 scoff. wyssfing@vivintsolar.com Re: Structural Engineering Services Angeles Residence 1 Osborne Hill Dr, Salem MA 5-4259231 6.24 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 2x10 dimensional lumber at 16" on center with 2x4 collar ties every 16". The attic space is unfinished and the photos indicate that there was free 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 ASCEISE17-10 Minimum Design Loads for Buildings and other Structures, wind speed of 100 mph based on Exposure Category "B" and 40 degree roof slopes on the dwelling areas. Ground snow load is 40 PSF for Exposure "B", Zone 2 per (ASCE/SEI 7-10). 2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the dwelling. vivint. solar Page 2of2 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 and in accordance with the 2009 International Residential Code. 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. Roof Structure Capacity 1. The photographs provided of the attic space and roof rafters show that the framing is in good condition with no visible signs of damage caused by prior overstressing. D. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "Ecolibrium Solar Installation Manuar, which can be found on the Ecolibrium Solar website (ecolibriumsolar.com). If during solar panel installation, the roof framing members appear unstable or deflect non - uniformly, our office should be notified before proceeding with the installation. 2. The solar panels are 1 IlF thick and mounted 4 1/2" off the roof for a total height off the existing roof of 6". At no time will the panels be mounted higher that 6" above the existing plane of the roof. 3. 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 MY, is less than the maximum 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 IlY with a minimum size of 5/16" lag screw per attachment point for panel anchor mounts will be adequate with a sufficient factor of safety. 4. 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. 5. Panel supports connections shall be staggered to distribute load to adjacent rafters. Based on the above evaluation, with appropriate panel anchors being utilized the roof system will adequately support the additional loading imposed by the solar panels. This evaluation is in conformance with the 2009 International Residential Code, current industry standards and practice, and based on information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. AL yours, Scott E. WyssliPE MA License No. 505 doeunt. solar U 1 Osborne Hill Dr, Salem MA 01970wo moo 9 ad� W PV SYSTEM SIZE: 6.24 kW DC / \ Q / \ 50' OF T' PVC CONDUIT FROM JUNCTION BOX TO ELEC PANEL / \ JUNCTION BOX ATTACHED TO ARRAY USING ECO HARDWARE TO O \ KEEP JUNCTION BOX OFF ROOF / r \/ a \ PV INTERCONNECTION POINT, INVERTER, / ^ n' LOCKABLE DISCONNECT SWITCH, ANSI METER LOCATION, g m o & UTILITY METER LOCATION 2 \ > Z w W W N 2 W T 0 \ / z z g O SHEET NAME: w c� (24) Trina Solar TSM -280 PD05,08 MODULE ~ Q J a SHEET NUMBER: PV SYSTEM SITE PLAN 4 SCALE: 3/32" = 1'-0" U C N�mw �N0)=ate aE WD WO y/ T< F Q OMP. SHINGLE Cz TIE INTO METER# 050621]] ,O V , mO\ N C= PV PV CIRCUIT k2. pO 12 MODULES\Rm\W1A\\\M\ q CIRCUIT #1'. Roof Section 1 12 MODULES a P g m Q < LUMBING VENT(5) Roof Azimuth 145 O y K Q Roof Tilt : 40 i m j E >�wa > 6• R w W N Z m JQ f U z$ F N J a 6 Z_ M Kim O SHEET NAME: LL Z 0 SHEET NUMBER: PV SYSTEM ROOF PLAN 4 N • SCALE: 1/8" = 1'-0" a PV MODULES, TYP. MOUNT OF COMP SHINGLE ROOF, PARALLEL TO ROOF PLANE PERMITTED CLAMP+ CLAMP ATTACHMENT SPACING / CLAMP MOUNTING SEALING PV3.0 DETAIL WASHER LOWER ni SUPPORT PV ARRAY TYP. ELEVATION NOT TO SCALE CLAMP+ ATTACHMENT ECO MODULE L=PORTRAIT CLAMP SPACING ECO COMPATIBLE L=LANDSCAPE MODULE CLAMP SPACING MODULES IN PORTRAIT/LANDSCAPE NOT TO SCALE FLASHING 5/16"0 x 4 1/ MINIMUM Sl STEEL LAG TORQUE = 13±2 ft -lbs CLAMP ATTACHMENT NOT TO SCALE CANTELEVER U4 OR LESS �LIIi L=PERMITTED CLAMP SPACING SEE CODE COMPLIANT LETTER FOR MAX ALLOWABLE CLAMP SPACING. COUPLING CLAMP PHOTOVOLTAIC MODULE PV SYSTEM MOUNTING DETAIL NOT TO SCALE 1 m 0 NAME: F- J Z Q 0 � 2 p U N a •ysm N=`=f �E_= rno� On V W Q m Q L 24 PV MODULES PER INVERTER =6240 WATTS STC 1 STRING OF 12 PV MODULES O 1 STRING OF 12 PV MODULES souREDCE Sn r SE600oMUSU38.2 INVERTER _= S OI O] ^ • • tl iz ^/ DDC SAFETY •` s WITCH :_ B SOIAREDGE �m-• O -mJ •E -m— o a a —m �m-J �m a La x R'i P]00 OPTIMIZERS 34 m 0 0 0 12 1 M sm V, W V 9AQ40 KNFxxxR 9'JNpaOv uxFusED xaW Z E > LmJ •ILmJ •Lm—_m- �m=J Lm�- OR EQUIVALENT W W W 0 EOLAREDGE unnMatarvq JJ D'J IS P000OPTIMIZERS V Y[Sxs F F Q K bP z . E 0 EXISTING SHEET NAME: 240V/200A AC w Q it LOAD -CENTER z SREGh NSI VISIBLE WITH 1-2 POLE 20A J Q METER LOCKABLE SOLAR BREAKER 'KNIPE. A C DISCONNECT / SHEET L L - NUMBER: PV WIRE IN FREE AIR INTO THWN-2IN 3/4" EMT MINIMUM BAWG CU WIRE (RATED 90 DEG C)IN 3/4" EMT Q O CONDUIT. NEEP UNDER 2%VOLTAGE DROP. MINIMUM 0 CONDUIT. LI, L2, AND NEUTRAL: R AWG GROUND WIRE. COAWG CU WIRE EACH (RATED 90 DEG Q. 6AWG BARE KEEP UNDER 1.5% VOLTAGE DROP. COPPER ESE OR BAWG INSULATED DEC IN CONDUIT. w DC Safety Switch Notes: Rated for max operating condition of inverter NEC 690.35 compliant 'opens all ungrounded conductors Notes: SE6000A-US-U Inverter Specs: ALL CONDUCTORS CEC Efficiency 97.5% AC Operating Voltage 240V Continuous Max Output 25A SHALL BE COPPER DC Maximum Input Current 18A Solar Edge Optimizer Specs: P300 DC Input Power 300W DC Max Input Voltage 8-48V DC Max Input Current 12.SA D0S19r1 COndItIOfIS: DC Max Output Current 15A ASHRAE 2013 Max String Rating 5250W Highest Monthly 2°h DB Design Temp 39°C. Module Specs: Lowest Min. Mean Extreme DB -19°C VOC Temp coefficient V/°C Trina Solar TSM-260PD05.06 Short Circuit Current (Isc) 9.00A System SpeCS: OPeratC'�ncCurrelnigoc) BSOA Operating (Imp) Max DC Voltage 500V Operating Voltage (Vmp) 30.6V Nominal DC Operating Voltage 350V Max Series Fuse Rating 15A Max. DC Current per String 15A STC Rating (Pmax) 260W Nominal AC Current 25A Power Tolerance -0/+3% U N a •ysm N=`=f �E_= rno� On V W Q m Q L 24 PV MODULES PER INVERTER =6240 WATTS STC 1 STRING OF 12 PV MODULES O 1 STRING OF 12 PV MODULES souREDCE Sn r SE600oMUSU38.2 INVERTER _= S OI O] ^ • • tl iz ^/ DDC SAFETY •` s WITCH :_ B SOIAREDGE �m-• O -mJ •E -m— o a a —m �m-J �m a La x R'i P]00 OPTIMIZERS 34 m 0 0 0 12 1 M sm V, W V 9AQ40 KNFxxxR 9'JNpaOv uxFusED xaW Z E > LmJ •ILmJ •Lm—_m- �m=J Lm�- OR EQUIVALENT W W W 0 EOLAREDGE unnMatarvq JJ D'J IS P000OPTIMIZERS V Y[Sxs F F Q K bP z . E 0 EXISTING SHEET NAME: 240V/200A AC w Q it LOAD -CENTER z SREGh NSI VISIBLE WITH 1-2 POLE 20A J Q METER LOCKABLE SOLAR BREAKER 'KNIPE. A C DISCONNECT / SHEET L L - NUMBER: PV WIRE IN FREE AIR INTO THWN-2IN 3/4" EMT MINIMUM BAWG CU WIRE (RATED 90 DEG C)IN 3/4" EMT Q O CONDUIT. NEEP UNDER 2%VOLTAGE DROP. MINIMUM 0 CONDUIT. LI, L2, AND NEUTRAL: R AWG GROUND WIRE. COAWG CU WIRE EACH (RATED 90 DEG Q. 6AWG BARE KEEP UNDER 1.5% VOLTAGE DROP. COPPER ESE OR BAWG INSULATED DEC IN CONDUIT. w DC Safety Switch Notes: Rated for max operating condition of inverter NEC 690.35 compliant 'opens all ungrounded conductors Notes: SE6000A-US-U Inverter Specs: ALL CONDUCTORS CEC Efficiency 97.5% AC Operating Voltage 240V Continuous Max Output 25A SHALL BE COPPER DC Maximum Input Current 18A Solar Edge Optimizer Specs: P300 DC Input Power 300W DC Max Input Voltage 8-48V DC Max Input Current 12.SA D0S19r1 COndItIOfIS: DC Max Output Current 15A ASHRAE 2013 Max String Rating 5250W Highest Monthly 2°h DB Design Temp 39°C. Module Specs: Lowest Min. Mean Extreme DB -19°C VOC Temp coefficient V/°C Trina Solar TSM-260PD05.06 Short Circuit Current (Isc) 9.00A System SpeCS: OPeratC'�ncCurrelnigoc) BSOA Operating (Imp) Max DC Voltage 500V Operating Voltage (Vmp) 30.6V Nominal DC Operating Voltage 350V Max Series Fuse Rating 15A Max. DC Current per String 15A STC Rating (Pmax) 260W Nominal AC Current 25A Power Tolerance a) U C v THESE ROOF SECTIONS NOT UNUSABLE aJ DUE TO CUSTOMERS REpUEST. io —�o �ww LLE g' z aEr V7.z o cu mo U W TQ 0 F a c6 O U) ISACHIEVED.] O �el e© � COMP. SHINGLE-1 ODULES REMOVES, USAGE 0� J e, OOF SECTION 1 24 MODULES g � m m o Q a > Z > W K K W W . Z ) m Q W NJ N Q Q y Z Z g p SHEET w�djj T 7• 7 NAME: Z U_ C7 Fn UU W J O SHEET SYSTEM MAX CONSTRAINT NUMBER: 91.4% CUSTOMER USAGE OFFSET p a d EcolibriumSolar A Customer Info Name: 4259231 Email: Phone: Project Info Identifier: 35731 Street Address Line 1: 1 Osborne Hill Dr 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: 24 Array Size (DC watts): 6240.0 Mounting System Manufacturer: Ecolibrium Solar Mounting System Product: EcoX Inverter Manufacturer: SolarEdge Technologies Inverter Model: v.SE6000A-US (240V) Project Design Variables Module Weight: 41.0 lbs Module Length: 64.95 in Module Width: 39.05 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 ft2 Min Nominal Framing Depth: 2.5 in Min Top Chord Specific Gravity: 0.42 Plane Calculations (ASCE 7-05): R 1 Roof Shape: Gable Roof Type: Composition Shingle Average Roof Height: 25.0 ft Least Horizontal Dimension: 41.417 ft Roof Slope: 40.0 deg Truss Spacing: 16.0 in Snow Load Calculations Edge and Corner Dimension: 4.1417 ft Stagger Attachments: Yes Include Snow Guards: Yes EcolibriumSolar Description Interior Edge Corner Unit Flat Roof Snow Load 33.6 33.6 33.6 psf Slope Factor 1.0 1.0 1.0 psf Roof Snow Load 33.6 33.6 33.6 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -17.1 -20.1 -20.1 psf Net Design Wind Pressure Downforce 16.0 16.0 16.0 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 psf Design Wind Pressure Uplift -17.1 -20.1 -20.1 psf Design Wind Pressure Downforce 16.0 16.0 16.0 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.3 2.3 2.3 psf Snow Load 33.6 33.6 33.6 psf Downslope: Load Combination 3 18.0 18.0 18.0 psf Down: Load Combination 3 21.5 21.5 1 21.5 psf Down: Load Combination 5 17.8 17.8 17.8 psf Down: Load Combination 6a 28.6 28.6 28.6 psf Up: Load Combination 7 -16.0 -19.0 -19.0 psf Down Max 1 28.6 28.6 28.6 psf Spacing Results (Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 58.8 58.8 58.8 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 19.6 19.6 19.6 in Spacing Results (Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 35.3 35.3 35.3 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 32.0 32.0 32.0 in Max Cantilever from Attachment to Perimeter of PV Array 11.8 11.8 11.8 in EcolibriumSolar Layout Skirt e Coupling O Clamp © 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: 24 Weight of Modules: 984 lbs Weight of Mounting System: 100 Ib<_ Total Plane Weight: 1084 lbs Total Plane Array Area: 423 ft2 Distributed Weight: 2.56 psf Number of Attachments: 50 Weight per Attachment Point: 22 lbs