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10 VISTA AVE - BUILDING INSPECTION (2) Ci0e 1ZGz The Commonwealth of Massachusetts ' Board of Building Regulations and Standards CITY OF i Massachusetts State Building Code,780 CMR S Revised MMar t ar 2011 Building Permit Application To Construct,Repair,Renovate Or Demolish a One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number: Date Applied' �( �` L.)n[.C. �t•1 L1 � �0� lam/ ' Ilifilding Official(Print Name �Rb 3 ignature Date SECTION is SITE INFORMATION 1.1 Property Address• 1.2 Assessors Map&Parcel Numbers I y�st�t Avt, 05-0r2p -0 ].]a Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(it) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public❑ Private❑ Zone: _ Outside Flood Zone? Municipal❑ On site disposal system ❑ Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner f Record: Ch!`iS nictry rc A4oyi Sit IeM ✓n A 81 q7o Name(Print) I City,State,ZIP In V ; SA-ot 4V e- ft-2s 1q • %Ag Cyitfohel3�li !/o+mail•torn No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK''(check all that apply) New Construction❑ Existing Buildin&Z Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) Addition ❑ Demolition ❑ 1 Accessory Bldg. ❑ Number of Units Other ❑ Specify: Brief Description of Proposed W rkz: n 00 P S 5 M n S SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only Labor and Materials 1.Building $ We 3Lt 1. Building Permit Fee:$ Indicate how fee is determined: 2.Electrical $ i5oo 0 ❑ Standard City/Town Application Fee ❑Total Project Cost"(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: S.Mechanical (Fire $ Suppression) Total All Fees: $ Check No. Check Amount: Cash Amount: 6.Total Project Cost: $ ((�13 p 4, 3 0Paid in Full ❑Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES �5"..1�Construction Supervisor License(CSL) K o`c + A.c,"e-((1 p License N-u/mbaer Expiration Date Name of CSL Holder V ` m tw? I e. &+r p- t List CSL Type(see below) No.and Street 1 Type Description ,/t �j U Unrestricted(Buildings u to 35,000 cu.ft.) "Fran k l t /PI 17 0�0 O R Restricted 1&2 Family Dwelling City own,State,Z M Masonry \ RC Roofing Covering WS Window and Siding ��6�,91SI �7 ;• �t ZI L SF Solid Fuel Burning Appliances SO 1 ry ( FKPIq�(�O tt�Q57 ✓ QY•�Ot"t I Insulation Telephone Email address D Demolition 5.2R�.egigistered Home Improvveement Contractor(HIC) f los A RK ' I ( 1a0i3 fT�-1 w� Jn 1Q 1 HIC Registration Number Expiration Date HIC ComRany Name or HI(:,jtegistrant Name / 5 ;ryoNlut t7amLs aS'tfum&0%Qf•co M No.and Street r 97ryt Email address No nl mif}- olZy£S `� �WW City/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 Issuance of the building permit. Signed Affidavit Attached? Yes .......... No...........❑ 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 authorized/VtM J O IQt to act on my behalf,in all matters relative to work authorized by this building permit application. i0/slid, Print Owner's Name(Electronic Signature) Date 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. Print Owner's or Authori edAgent's Name(Electronic 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.niass.eov/oca Information on the Construction Supervisor License can be found at www.niass.eov/dos 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basemcnt/attics,decks or porch) Gross living area(sq.fl.) 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" �wl,��r a����1�\ �' 1 �� 11 �� -` ' . „ �� 1 1 �� .. �)) i ASTRUMSOLAR` Astrum Solar Archie Acevedo 15 Avenue E Project Lend Hopkinton,NIA 01748 508-468-9781 F www.astrumsolar,com 508-302-7994(Fax) archie.acevedo@astrumsolar.com 0-7 Office of Consumer Affairs and Vusiness Regulation . 10 Park Plaza- Suite 5170 ,:. Boston, Massachusetts 02116 Home Improvement or Registration f ; Registration: 168228 r( Type: Private Corporation 11. E- x }}ma , Expiration: 1/1 912 0 1 3 Trlfi 208147 ASTRUM SOLAR INC. BEN DAVIS I` - 8955 HENKELS LANE STE 508 -- ANNAPOLIS, MD20701 --- , r Update Address and return card.Mark reason for change. "_.__r•� Address j Renewal j Employment Lost Card OPS-CA1 to SOM-04/04-6101210 - Ot'OceT/&,i§BPW6f 1rWI eW sIhIcoftf�gWO License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date..If found return to: "�Registra ion 168228 Type: Office of Consumer Affairs and Business Regulation a Expvatlon 1f013 Private Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 NI M Expiration MG i ;('(n 5t II y ,,,•-,�t BEN DAVIS 8955 HENKELS LA[`1E STEW!§0¢'+ °� cd-•,_�-a ��—!j/'9 ANNAPOLIS,MD 26X01 Undersecrei Not vai d without signature -*` Massachusetts- Department of Public Safety 74 Board of Building Regulations and Sta irdar-ds_=< s__r Construction Supervisor License License: CS 57898 ' ' '•,1 ROBERT W ACEVEDO 64 MAPLE ST .a FRANKLIN, MA 02038 1 t Expiration: 8/152013 :I ( ('nanni�iunvr ° Tr#: 20428 i e PZN The Commonwealth of Massachusetts PrintForm Department of Industrial Accidents Office of Investigations T) I Congress Street, Suite 100 Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leeibly Name (Business/Organization/Individual): Astrum Solar Address:15 Avenue E City/State/Zip:Hopkinton, MA 01748 Phone #:508-208-6184 Are you an employer? Check the appropriate box: Type of project(required): 1.❑✓ I am a employer with 15 4. ❑ I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. ❑ New construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8, ❑ Demolition working for me in any capacity. employees and have workers' comp. insurance.t 9. ❑ Building addition [No workers' camp. insurance p• required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4), and we have no pV solar installation employees. [No workers' 13.❑✓ Other comp. insurance required.] *Any applicant that checks box#1 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. Contractors 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:Insperity Inc. 19001 Crescent Springs Drive, Kingwood TX,77339 Policy#or Self-ins.Lie. #:C47205773 Expiration Date:10/1/2013 Job Site Address: 10 t Sit ►e'en%j e City/State/Zip: Q /I1/} O[ S 7t) 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 ce!A2 under the sins and penalties o erjury that the in ormation provided above is true and correct. Signature: — _ Date: .� ,_____-T,__ Phone#:410-443-3419 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#: ASTRU-1 OP ID:SJ CERTIFICATE OF LIABILITY INSURANCE DAT07131I07/31f12UI2 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 policypes)must be endorsed. If SUBROGATION IS WANED,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 endorsements. PRODUCER 410-433-3000'CCONTACT Diversified Insurance Industries,Inc. 410-433-3440 PHONE ac No]: Suite 155 West,2 Hamill Road ADDRESS: Baltimore,MD 21210.1873 Steven K Johnston INSURERS AFFORDING COVERAGE NAIL S INSURER A:Ohio Casualty 14613 INSURED Astrum Solar,Inc. INSURER8:Cincinnati Insurance Co. 10677 8955 Henkels Lane Ste 508 Annapolis Junction,MD 20701 INSURERD: INSURER D: INSURER E: 'INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE.BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSLI R ADOL SUER TYPE OF INSURANCE POLICY NUMBER IDS M Y % LIMITS GENERAL LIABILITY EACH OCCURRENCE s 1,000,00 A X COMMERGAL GENERAL LIABILITY CBP7044357 08/01/12 08/01/13 PREMISES orairtenm s 300.00 CLAIMS-MADE ❑X OCCUR MED EXP(Ay one pveon) s 10,00 PERSONALEADV INJURY $ 1,000,0 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS•COMPIOP AGO S 2,000,00 POLICY PRO• X LOC - $ AUTOMOBILE LIABUM CIDMaWEDUSING _ A 1,000,00 B X ANY AUTO EBA0054872 12120/11 12120/12 BODILY INJURY(Pec Person) s ..—.. X ALL OWNED SCHEDULED BODILY INJURY(Per ecdde ) S AUTOS X HIRED AUTOS M NNOON-OWNED PROP s HIRED AUTOS AUTOS Pwaccidenl S X waRELLA OAD N OCCUR EACH OCCURRENCE S 10,000,00 A excessu" CLMMS7dADE CBP7044357 08/01M2 08/01N3 AGGREGATE s 10,000,00 DED I X I RETENTION 6 10.00 s WORKERS COMPENSATION I WC STATIII OTI AND EMPLOYERS'LIABRNY YIN- ANYPROPRIETORR=UERMCUTIVc E.L.-EACH ACCIDENT S OFFICEWry In ER E%CLUDED'I NIA pLMAtoryNNH) E.L.DISEASE•EA EMPLOYEE]S Mde !*urMer IPTION OF OPERATIONS Ceuta E.L.DISEASE•POLICY UMU7 S A Commercial Package COP7044357 08/01/12 08101H3 BusPrsPrp on file A Inland Marine CBP7044357 08/01/12 08/01/13 ContrEqup 614 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLea(ADaN ACORD tdt,Admaonei.Ra rim ScCedub,Nm spw b regVbad) CERTIFICATE HOLDER CANCELLATION. €ORIN02 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Informational Purposes Only ACCORDANCE WITH THE POLICY PROVISIONS. XXXXXXX XXXXXX,MD XXXXX AUm�]ora2ED REPRESENTATIVE 01988-2010 ACORD CORPORATION: All Tights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD A�® CERTIFICATE OF LIABILITY INSURANCE DAT9/20/2012 Y) 09/20/2012 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 ALTERTHE COVERAGE AFFORDED BYTHE 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 CONTACT LOCKTON COMPANIES,LLC NAME: 5847 SAN FELIPE,SUITE 320 INC. Ext: ac No HOUSTON,TX 77057 E-MAIL ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Indemnity Insurance Company of North America 43575 INSURED INSURER B: INSPERITY,INC. 19001 CRESCENT SPRINGS DRIVE INSURERC: KINGWOOD,TX 77339 SEE BELOW INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:PZP8DPGL REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TOTHE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INS MD POLICYNUMBER MM/DOIYYYY MMIDD/YYW GENERAL LIABILITY EACH OCCURRENCE $ AMA ET RENTED COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ CLAIMS-MADE ❑ OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERALAGGREGATE $ GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY 7 PRO- 7 LOG $ JECT A COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY Ea accident $ ANY AUTO BOD ILY I NJU RY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED pRO�PERde tDAMAGE $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION G47205773 10/01/2012 10/01/2013 X WRY LIMITS OR AND EMPLOYERS'LIABILITY TORY LIMITS ER ANY PROPRIETORIPARTNEWEXECUTIVE YIN NIA E.L.EACH ACCIDENT $ 1,000,000 OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under i,VUU,000 DESCRIPTION OF OPERATIONS below EL.DISEASE-POLICY LIMIT $ $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) ASTRUM SOLAR, INC.(2906800)IS INCLUDED AS A NAMED INSURED THROUGH ENDORSEMENT. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INFORMATIONAL PURPOSES ONLY AUTHORIZED REPRESENTATIVE ✓ XXXXXX —+L XXXXXX,MD XXXXX ���J//111 Page 1 of 1 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD i CITY OF SM.F.M. INWSACHUSETTS Bui DLNG DEPARTMENT 120 W.s sm-4 roN STREET,Yo FLOOR TEL. (978) 745-9595 FAX(978) 740-9846 K1�iBERLEY DRISCOLL MAYOR THomAs ST.PmRRa DIRECTOR OF PUBLIC PROPERTY/mE DiNG co%m I i NER Construction Debris Disposal Affidavit (required for all demolition and renovation work) In accordance with the sixth edition of the State Building Code, 780 CMR section 111.5 Debris,and the provisions of MGL c 40, S 54; Building Permit# is issued with the condition that the debris resulting from this work shall be disposed of in a properly licensed waste disposal facility as defined by MGL e 111, S 150A. The debris will be transported by: FF�t (JOA S&d (name of hauler) The debris will be disposed of in Qy� wctfY�'toJCQ �JM�S�C� (name of facility) 1 S A-verwe F,, NoQ Off rn#4 0) 7y1K (address of facility) signature of permit applicant 164' ION" date is8955 Henkels Lane, Suite 508 Annapolis Junction, ND 20701 PHONE 1.800.903.6130.6130 FAX 443.267.0036 ASTR U M SO LAW www.astrumsolar.com October 1", 2012 City of Salem, MA Building Inspection Department 120 Washington Street Salem, MA 01970 Subject: Structural Certification for Installation of Solar Panels Cantone Residence 10 Vista Ave Salem, MA 01970 To whom it may concern: A design check for the subject residence was done on the existing roofing and framing systems for the installation of solar panels over the roof. From a field inspection of the property,the existing roof A support structure consists of nominal 2"x8" rafters at 16" oc, paired with 2"x6"ceiling joists. The rafters have a horizontal span of approximately 12'-6" and a slope of 27 degrees. The rafters are connected to a continuous 2"x10" header board at the pitch,and load bearing walls on either side. There are 1"x8" collar ties at 48" oc for structural stability. The roof coverings contain asphalt shingle on plywood sheathing. The existing roof C support structure contains nominal 2"x8" rafters at 16" oc, paired with 2"x10"ceiling joists. The rafters have a horizontal span of approximately 30'-5" and a slope of 32 degrees. The rafters are connected to a continuous 2"x12" header board at the pitch, and load bearing walls on either side. The roof coverings consist of asphalt shingle on plywood sheathing. Both existing roof framing systems are judged to be adequate to withstand the loadings imposed by the installation of solar panels. No reinforcement is necessary. The spacing of the solar attachments(L-foot)should be kept at 48"oc with a staggered pattern to ensure proper distribution of loads. I further certify that all applicable loads required by IRC 2009 and with Massachusetts amendments were applied to the Unirac SolarMount rail system and analyzed. The applicable loads are indicated in the load combination table and the summation of maximum loads indicated on permit plan sheet PD-2, which is part of this submittal package. Furthermore, our installation crews have been thoroughly trained to install the solar panels based on the specific roof installation instructions developed by Unirac for the racking system, and by EcoFasten for the roof connections. Finally, I accept the certifications indicated by the solar panel manufacturer for the ability of the panels to withstand high wind and snow loads. OFM4 S Sincerely, o�� sq% ELAINE A. m o ANGti Elaine A. Huang, P.E. HU CIVIL Structural Engineer q �No.490290 Astrum Solar Fo sS/ONAL SEE A SUNNY DAY IN A WHOLE NEW WAY® r418955 Henkels Lane, Suite 508 Annapolis Junction, MD 20701 PHONE 1.800.903.6130 .6130 FAX 443.267.0036 ASTR U M SO LAR' www.astrumsolar.com Project: Cantone Residence Client: Astrum Solar Location: 10 Vista Ave,Salem,MA 01970 Date: 10/1/2012 Engineer: Elaine A Huang, PE Load and Load Combination: Dead Load: Plywood Roof Deck= 5 psf(ASCE-7 Table C3-1) Asphalt Shingles = 2 psf(ASCE-7 Table C3-1) Insulation = 1 psf Solar Panels=4 psf(Given by product catelog) Total Dead Load =5 +2 + 1 +4= 12 psf Live Load: Tributary area of each rafter< 200 ftZ Slope of roof= 27' amd 32' From IRC Table R301.6,the minimum roof live load is 16 psf. Snow Load: Ground Snow Load, Pg: City of Salem, MA=40 psf(Mass Residential Code, 780 CMR, 81h Ed.) Flat Roof snow load= Pf=0.7 CQ C,I pg= 0.7 x 0.9 x 1 x 1 x 40 psf= 25.2 psf (ASCE-7, Eq. 7-1) CQ= exposure factor=0.9, (ASCE-7,Table 7-2),Terrain B, fully exposed C,=thermal factor= 1.0 (ASCE-7,Table 7-3), heated structure I = importance factor= 1.0 (ASCE-7,Table 7-4), occupancy category II Sloped roof snow load Ps= C, Pf= 1.0 x Pf= 25.2 psf(ASCE-7, Equation 7-2) C,= slope factor= 1.0 (ASCE-7 Fig. 7-2a), Cold roofs with Ct= 1.0 Wind Speed: Basic Wind Speed: City of Salem, MA= 100 mph (Mass Residential Code, 781 CMR, 81h Ed) Wind Pressure: From IRC Table R301.2 (2), Wind Load for Components and Cladding (Solar panels) Roof pitch = approximately 27'and 32' Roof zone = 3 Effective Wind Area = 20 ftZ Wind Pressure = 10 psf(downward) or-32 psf(uplifting)for exposure B (surburban) From ASCE-7,for Main Wind Force Resisting System (wood rafters) SEE A SUNNY DAY IN A WHOLE NEW WAYO rIs 8955 Henkels Lane, Suite 508 &A Annapolis Junction, MD 20701 PHONE 1.800.903.6130 .6130 FAX 443.267.0036 AST R U M S O LAR' www.astrumsolar.com 0,=0.00256 K, K,Kd V2 I (ASCE-7, Equation 6-15) K, =velocity pressure exposure coefficient=0.70 (ASCE-7, Table 6-3), 30' building K„=topographic factor= 1.0 (ASCE-7, Section 6.5.7.2) Kd= wind directionality factor=0.85 (ASCE-7,Table 6-4), main wind force resisting system V= 100 mph (Mass Residential Code, 780CMR, 81h Ed.) I = 1.0 (category II) Therefore, q,=0.00256 x 0.70 x 1 x 0.85 x 1002 x 1 = 15.23 psf(downward) From ASCE-7 Figure 6-2, Design Wind Pressures for Main Wind Force Resisting System (enclosed building), Wind Vertical Pressure = 6.9 psf(downward) or-10.8 psf maximum (uplift) Use 15 psf downward force and-32 psf upward force for calculation to maximize load forces. Downward Load Combination (ASM D +S= 37psf D +W= 27psf D +0.75W+0.75S=42 psf Uplift Load Combination (ASD) D +5= 37psf 0.613+W =-25 psf D+0.75W+0.75S = 7 psf Roof Structures Roof A The roof consists of asphalt shingle on plywood sheathing that is supported by nominal 2"x8" rafters at 16" oc, paired with 2"x6" ceiling joists. The rafters have a span of approximately 12.5' and a slope of 27 degrees. The rafters are connected to a continuous 2"x10" header board at the pitch, and load bearing walls on either side. There are 1"x8" collar ties at 48" oc for structural stability. Roof C The roof consists of asphalt shingle on plywood sheathing that is supported by nominal 2"x8" rafters at 16" oc, paired with 2"xl0" ceiling joists. The rafters have a span of approximately 10.5' and a slope of 32 degrees. The rafters are connected to a continuous 2"x12" header board at the pitch, and load bearing walls on either side. Structural Analysis and Calculation Roof Rafters: SEE A SUNNY DAY IN A WHOLE NEW WAY® rV8955 Henkels Lane, Suite 508 �� Annapolis Junction, MD .6130 0701 PHONE 1.800.903.6130 FAX 443.267.0036 ASTRUMSOLAR' www.astrumsolar.com Member Size=2"x8" Spacing= 16" O.C. Span Length = 12.5' approximately w=42 psf x 16 in/(12 in/ft) = 56 Ibs/ft Check moment capacity of wood rafters: M =wLZ/8 = 56 Ibs/ft x (12.5 ft)2/8= 1094 Ibs-ft S= bdZ/6 = 13.14 in M/S= 1094 Ibs-ft x 12 (in/ft)/ 13.14 in = 999 psi Fb(SPF Not/No2) =875 psi X C,X CD x CF = 875 psi x1.15x1.15x1.2 = 1389 psi, OK C,= repetitive factor= 1.15 (2" width) (NDS Table 4A) Cp= duration factor for snow load = 1.15 (NDS Table 2.3.2) CF=shape factor= 1.2 (2"x8") (NDS Table 4A) Check uplift moment capacity of roof rafters: M =wLZ/8= 33 Ibs/ft x (12.5 ft)2/8= 645 Ibs-ft S= bdZ/6= 13.14 in M/S= 645 Ibs-ft x(12 in/ft)/ 13.14 in = 589 psi Fb(SPF no 1/no 2) = 875 psi x C,x Cn x CF x CL =875 psi x 1.15 x 1.6 x 1.2 x 0.36 =696 psi, OK C,= repetitive factor= 1.15 (2" width) (NDS Table 4A) Co= duration factor for wind load = 1.6 (NDS Table 2.3.2) CF = shape factor= 1.2 (2"W') (NDS Table 4A) CL =stability factor=0.36 Check shear capacity of roof rafters: V= wL/2 = 56 lbs/ft x 12.5 ft/2 = 350 lbs SEE A SUNNY DAY IN A WHOLE NEW WAY® rmi8955 Henkels Lane, Suite 508 C642 Annapolis Junction, MD 20701 PHONE 1.800.903.6130 .6130 FAX 443.267.0036 ASTR U MSO LAR' www.astrumsolar.com Vmax= 3V/2A= [3 (350 Ibs)]/[2 (10.88 in2)] =48 psi F = 135 psi, OK Check deflection of roof rafters: Ameai = 5wL4/384EI = (5 x 0.056 K/ft x 12.54 ft°x 123 in3/ft3)/(384 x 1400 psi x 47.63 in4) =0.461" L/180 = 12.5'x(12 in/ft)/180=0.833 in, OK(IRC Table R301.7) SEE A SUNNY DAY IN A WHOLE NEW WAY® Cantone Residence 5.75 kW Photovoltaic Solar 1 Vista Ave Salem , Ma 01970 National Grid Account Number: 3821781018 00 meter CL ., 01 Iz Ln Site Diagram Displaying 23 SolarWorld 250 Mono Black Solar Modules C) System AC • ,q ��. Disconnect Typical Section Description of Work 5.75 kW Photovoltaic Solar Array This solar installation is comprised of 23 SolarWorld 250 Mono Black solar panels. The panels are mounted using arp° IN the IronRidge XRL Solar Mounting Rail to the building's 2"x8"rafters,spaced at 16 oc.. Each solar panel is attached p to an Enphase M215-60-2LL-S22 micro-inverter also mounted to the IronRidge rail directly beneath the panel. r yl* IF u) vcy`aveN 00 N The solar panels produce DC power when struck by sunlight. The DC power is converted to 240 V AC power at the apSE� s r to 0 N� r M micro-inverter. Micro-inverters are connected in strings with a maximum number of 17 micro-inverters in each e U £ string.The wiring then runs to AC disconnects located outside the house near the utility meter and then into a , "- ��1 c W Q .4) waterproof junction box for a supply-side connection. °pGpx Op to The power from the solar panel feeds from the junction box into the circuit breaker panel through the servicexN Ca sN� L c u a cable and is then sent to any demands from other home loads on that circuit breaker panel. if the solar panels s E OO C produce more power than is used by the building,the excess power flows back into the utility grid through a net v- YCL meter to be available for other power users. Q ti 2 H Horizontal Layout All metal parts including solar panel frames,micro-inverters,and mounting rails are grounded usingthe manufacturer's recommended grounding method and W EEB technology along with#8 AW G grounding wire. The building was constructed in 1986. $? im AWMINIUM Q The system will produce approximately 6227 kWh of power per year. RACKING W RANEI O 0 o N D: Panel Layout LA Panel Dimensions 65.94 in x 39.41 in System Weight 1611 Ibs ROOF FIASHING Ve UG SCREW- GURPORT MEMBER-SEE NOTE 2 Panel Weight 46.71bs JSystem Distributed Load 3.9 psf SEE NOTE 1 System Square Footage 415 sq it Roof Support 2"W'rafters Racking Weight 436 Ibs Point Load Spacing 4 ft Note 1:Use 5/16"x 4"Hex Head Stainless Steel Lag Screws Micro-Inverter Weight 101.2 Members are Hem,Fir(North)allowing 235 lbs Note 2:Roof Support Members are the 2"x8"rafters per inch thread depth Variables-See Glossary of Terms for Load Calculations on Sheet SD-4 Load Combinations h 24 ft a 3 it IPnet Downforce 8.2 psf D 1 18.2 D 3 Uplift H 30 it Wind Downforce 8.2 psf Pnet Uplift -36 psf Dead Load D 3.9 3.9 2.3 psf v Roof Pitch 21 degrees Wind Uplift -36 psf B 5.495 Snow Load 5 40.0 30.0 0.0 psf v rn V 100 mph Kzt 1 DWL** Pnet 0.0 6.2 -36.0 psf Snow Load 40 psf Exposure Category B Total Load P*** 43.9 40.0 33.7 psfRoofZone 3 a 1 Distrib TL w*** 120.6 110.0 92.5 If w m E 90 1 1 wMax 121 plf C N Max Span 3.5ft c > m Actual Span 4 ft u vt Rd 482lbs **DWL:Design Wind Load Ru 370lbs ***Absolute values are indicated for the calculated quantities of P-Uplift and w-Uplift Required Thread Depth 1.57 in P D—2 Actual Thread Depth 2.25 in EgL&ment Schedule AG Description Part Number Quantity Notes 1 PV String N/A 2 One of 2 strings is shown;Additional strings follow same wiring to PV Load Center 2 Solar PV Module SW 250 Mono 23 Total of 23 modules in system which are split into 2 strings.Max of 17 per string. N N 3 DC/AC Inverter M215-60-211 S22 23 Micro-inverters are mounted under solar panels O N 4 Junction Box Carlon 6x6x4 PVC 1 Junction box groups multiple strings.One is typical per continuous roof surface. u S PV Load tenter 30 Amp Subpanel 1 MLO-Solar PV load center,(1)2-pole circuit breaker per circuit ep N 6 PV Production Meter lRevenue Grade Meter 1 Included when applicable r aT ti a 7Disconnect lCuttler Hammer,C-H DG222NRB 1 Visible Break Disconnect;Minimum of 60Amps and sized according to system output 8 Ezisting CB Panel N/A N/A System will interconnected using a Line Side Tap connection in the Waterproof J-Box and not by — aU < a backfeeding the existing circuit breaker panel m in N Electrical Diagram for Cantone ° o E o5 OR 00 u O 2 3 4 5 6 Existing �(�8\) .�—I o j Home \� Q N 2 H Circuit Breaker PV Load Panel Utility Net Meter Center Lay Y J-BOX `~ O AC Waterproof J- Disco Box J N IN cd 1 2 3 4 Q = 6 6 GROUNDING ELECTRODE Conduit and Conductor Schedule ag Description or Conductor Type Conductor Number ofConduit Type Conduit Size Notes Gauge Conductors 1 PV Wire 12 2(single) N/A N/A Solar Panel to inverter(Typ) Enphase Branch Cable 12 3 N/A N/A Solar Array Inverters to J-Box y 2 Bare Copper Eq.Ground Conductor 6 1 N/A N/A Array rack bonding O^ THWN-2lnsulated topper 30 6 J-Box to Solar PV Load Center ,�—I 3 PVC Min 3/4" THWN-2lnsulated Copper Grounding 8 1 (D N 4 AWG Aluminum 4 4 Solar PV Load Center Disconnect to kWh Meter Or: Q 4 PVC Min 3/4" m , Copper Grounding Electrode 6 1 O '^ Junction box to home CB panel and to meter for line- c > w 6 4AWG Aluminum 4 4 PVC Min 3/4" side tap. m U v 6 SEU Utility Service Cable 4/0 3 N/A N/A Existing service cable to net meter P D-3 PV Module Ratings @ STC Inverter Ratings Sign for AC Disconnect Module Make Solarworld Inverter Make Enphase Energy AC Output Current 26.45 A Module Model SW 250 Mono Inverter Model M215-60-2LL-S22 Nominal AC Voltage 240 V Max Power-Point Current(Imp) 8.05 Max DC Voltage Rating 45 V rN Max Power-Point Voltage(Vmp) 31.1 Max Power @ 40 Degrees C 215 W THIS PANEL FED BY TWO SOURCES(UTILITY AND o Open-Circuit Voltage(Voc) 37.8 Nominal AC Voltage 240 V SOLAR) N Short-Circuit Current(Isc) 8.28 Max AC Current 0.9 A oo rV Max Series Fuse(OCPD) 16 Max OCPD Rating 20 A `w Maximum Power(Pmax) 250 o Max Voltage(TYP 600V/DC) 600 — w Q v L Voc Temp Coeff -0.33 v'Ji aai o s c yr N rr O Y T E O C ra a Notes for Array Circuit Wiring Notes for Inverter Circuits '� v a v a = I-- 1.Lowest expected ambient temperature based on ASHRAE minimum mean 1.If utility requires a visible-break switch,does this extreme dry bulb temperature for ASHRAE location most similar to switch meet the requirement?YES installation location.Lowest expected ambient temp is-14 degrees Celcius. 2.If generation meter required,does this meter socket meet the requirement?YES @3 2.Highest expected ambient temperature based on ASHRAE minimum mean Q extreme dry bulb temperature for ASHRAE location most similar to 3.MC4 connectors are for AC load disconnects per micro- 0 installation location.Highest expected ambient temp is 32 degrees Celcius. inverter manufacturer. f � � 4.Size of inverter output circuit(AC)conductors sold Q: 3.Microinverters and solar panels are bonded to rails with WEEB grounding according to inverter 20 A OCPD ampere rating. v~i devices Q 5.System has a total of 2 strings of Enphase M215-60- 4.Rails are bonded with A8 Bare Solid Copper Wire.#8 Ground conductor is 2LL-S22 micro-inverters.Interconnection is between continuous from rooftop to ground at main panel.All splices of the ground utility meter and the building's main CB panel. are made with compression connectors. Glossary of Terms for Load Calculations h Building Height A Adjustment Factor for height H Building Least Horizontal w u p Roof pitch Roof Pitch I Importance Factor of S for asingle family residence c n V Basic Wind Speed Snow Load Snow Load B Module length perpendicular to beams w u Roof Zone Roof Zone Rd Point Load-Maximum Downforce N Q E Effective Roof Area Ru Point Load-Uplift O H O a Roof Zone Setback Length Exposure B-Suburban single family dwelling C > ai Pnet Downforce Net Design Downforce Pressure Category M O co a Pnet Uplift Net Design Uplift Pressure Kzt Topographic Factor P D-4 r41 bla ASTRUMSOLAR Supplementary Electrical Notes- 1. Per NEC 210.19A(1) FPN No.4, we will design the system with wire runs and lengths to maintain a voltage drop of 3%or less. Ampacities of conductors will be derated for number of conductors in conduits based on table 310.15(B)(2)(a). We will be breaking down the 21 panels into 2 circuits. Each circuit will run down to a subpanel and terminate in a 20 amp 2 pole breaker. Wire sizes derated for solar heat exposure per NEC. 2. The AC connector of each micro-inverter has been evaluated and approved for use as the AC load break disconnect as required by the NEC. Please refer to attachment from Enphase about the listing of their cable disconnecting means. SEE Enphase Installation Operations Manual pages 11 and 20. 3. Modules are held down mechanically to the racks, through the use of a WEER clip. Modules are therefore effectively grounded through positive contact with the racks which are themselves grounded. Please refer to attachment labeled Grounding Modules for clarification. 4. The micro-inverters will be individually grounded, to the racks via WEEB-DMC clips. Inverters are grounded through positive contact w/the racks. SEE Enphase Grounding Washer Procedure. 5. Rack system will be grounded through use of listed copper lugs. #8 bare copper will be attached to this lug, and run uninterrupted to the second rack for the same group of panels. Grounding conductors for separate groups of panel/inverters are spliced inside weather proof junction boxes on the roof. Please refer to attachment labeled Equip Ground. 6. As allowed by NEC 2008, 690.47 we will use a combined grounding conductor for the DC and AC parts of the installation. Bonding connections are made as needed. 7. All strings will run to a 2 pole 20 Amp CB in a distribution panel mounted outside near the utility meter. The distribution panel main breaker will also serve as the AC disconnect. 8. The disconnects will be located outside, and they will be rated NEMA 3R. rMi bla ASTRUMSOLAR General Wiring Requirements: 1. We use weather proof strain relief connectors (Arlington Industries NMUF series). 2. We do use expansion joints for PVC conduit runs of 20 feet or more on roof if both ends of the run are solidly secured to the roof. 3. All cables and grounding conductors are secured to the racking system using UV resistant, outdoors rated ties. All installed cables will be in conformance to 110.12 in workmanship. All connections are made per manufacturer's recommendations. Field installed connections and wiring conform to 690.32. m TechnicalSOLARMOUNT . . . - - :0OUNIRAC A HILU GROUP COMPANY SolarMount Technical Datasheet Pub 100602.1td V7.0 June 2010 SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................1 MidClamp ....................................................................................................................2 EndClamp....................................................................................................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot...........................................................................................................................3 SolarMountBeams..........................................................................................................4 SolarMount Module Connection Hardware SolarMlount Bottom Up Module Clip Part No. 321001, 321002 Washer Bottom Up Clip material: One of the following extruded aluminum Bottom ut (hidden..s alloys: 6005-T5, 6105-T5, 6061-T6 Up Clip no Ultimate tensile: 38ksi, Yield: 35 ksi Finish: Clear Anodized Bottom Up Clip weight: —0.031 Ibs(14g) Beam Bolt Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents Assemble with one %"-20 ASTM F593 bolt, one''%"-20 ASTM F594 serrated flange nut, and one Y."flat washer Use anti-seize and tighten to 10 ft-Ibs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, Ibs(N) Ibs(N) FS Ibs(N) m I 324 Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 vno I X Sliding,Z± 66(292) 27(119) 2.44 41 (181) 0.619 Dimensions specified in inches unless noted a . Technical . . , - - : �UNIRAC A NILTI UNIRAC SolarM ount ount Mid Clamp Part No.320008,320009,320019,320020,320021, 33220084,320085,320086,320087,320120,320122 k rra Bolt Mid clamp material: One of the following extruded aluminum Mid fa a Nu alloys: 6005-T5, 6105-T5, 6061-T6 Clamp Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized • Mid clamp weight: 0.050 Ibs (23g) Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated Assemble mid clamp with one Unirac'W-20 T-bolt and one'/<"-20 ASTM F594 serrated flange nut Beam Use anti-seize and tighten to 10 ft-Ibs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance s.m Direction Ultimate Load Factor, Load Factor, sr, Nmm�rs Ibs(N) Ibs (N) FS Ibs(N) m Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 Transverse, Z+ 520(2313) 229(1017) 2.27 346(1539) 0.665 Sliding,X± 1194(5312) 490(2179) 2.44 741 (3295) 0.620 �X Dimensions specified in inches unless noted - SolarMount End Clamp Part No.320002,320003,320004,320005,320006, 320012,320013,320014,320015,320016,320017, 320079,320080,320081,320082,320083,320117, 320118,320123,320124,320173,320185,320220, End clamp material: One of the following extruded aluminum 320233,320234,320331 alloys: 6005-T5,6105-T5, 6061-T6 olt-7 Ultimate tensile: 38ksi,Yield: 35 ksi Finish: Clear or Dark Anodized • End clamp weight:varies based on height: -0.058 Ibs (26g) d Clamp Allowable and design loads are valid when components are Serrated assembled according to authorized UNIRAC documents Flange Nut Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated Assemble with one Unirac W-20 T-bolt and one W-20 ASTM F594 Bea serrated flange nut Use anti-seize and tighten to 10 ft-Ibs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- ' party test results from an IAS accredited laboratory }- Modules must be installed at least 1.5 in from either end of a beam x +s Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Loads Factor, Ibs(N) Ibs(N) FS Has(N) m Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 noce+� "s Transverse, Z± 63(279) 14(61) 4.58 21 (92) 0.330 Dimensions sped d Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 SOLARMoum Technical . . . - - :N UNIRAC A HILO GROUP COMPANY SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 310065, 310066, 310067, 310068 • L-Foot material: One of the following extruded aluminum alloys:6005- T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized • L-Foot weight: varies based on height: -0.215 Ibs(98g) • Allowable and design loads are valid when components are Bea assembled with SolarMount series beams according to authorized Bolt UNIRAC documents L-Foot For the beam to L-Foot connection: •Assemble with one ASTM F593 W-16 hex head screw and one emated ASTM F594 Wserrated flange nut Flange Nu •Use anti-seize and tighten to 30 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test y results from an IAS accredited laboratory NOTE: Loads are given for the L-Foot to beam connection only; be X sure to check load limits for standoff, lag screw,or other --r- attachment method i Applied Load Average Safety Design Resistance �'StATf°a, Direction Ultimate Allowable Load Factor, Load Factor, NNtD1Y'�RE Ibs(N) Ibs(N) FS Ibs(N) m i Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893) 2.46 2004(8913) 0.615 Traverse,X± 1 486(2162) , 213(949) 1 2.28 323(1436) , 0.664 Mom Technical SOLARMouNT . . . - - A HILTI GROUP COMPANY SolarMount Beams Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 1.271 Total Cross Sectional Area in' 0.676 1.059 Section Modulus(X-Axis) in 0.353 0.898 Section Modulus(Y-Axis) in 0.113 0.221 Moment of Inertia(X-Axis) in 0.464 1.450 Moment of Inertia(Y-Axis) in 0.044 0.267 Radius of Gyration(X-Axis) in 0.289 1.170 Radius of Gyration (Y-Axis) in 0.254 0.502 r SLOT FOR T-BOLT OR SLOT FOR T-BOLT OR 1.728 Via" HEX HEAD SCREW 1 Ia"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CUP I 3.000 1.316 SLOT FOR 3/8" HEX BOLT SLOT FOR 1.385 HEX BOLT 387 750 1.207 Y y 1.875 A ►X X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted m SOLARMouhrr Technical . . . - - a UNIRAC A NILTI GROUP COMPANY SolarMount Technical Datasheet Pub 100602-1td V1.0 June 2010 SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................1 MidClamp ....................................................................................................................2 EndClamp....................................................................................................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot...........................................................................................................................3 SolarMountBeams..........................................................................................................4 SolarMount Module Connection Hardware SolarMlount Bottom Up Module Clip Part No. 321001, 321002 Washer Bottom Up Clip material: One of the following extruded aluminum Bottom of (hidden..s alloys: 6005-T5, 6105-T5, 6061-T6 Up Clip no { Ultimate tensile: 38ksi,Yield: 35 ksi M+ Finish: Clear Anodized Bottom Up Clip weight: —0.031 Ibs (14g) Beam Bolt Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents Assemble with one %"-20 ASTM F593 bolt, one Y4"-20 ASTM F594 serrated flange nut, and one Yd flat washer Use anti-seize and tighten to 10 ft-Ibs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- ] party test results from an IAS accredited laboratory Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, Ibs(N) Ibs (N) FS Ibs(N) m 1'N Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 r.00 Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 �-sX 0 Sliding, Z± 66(292) 27 (119) 2.44 41 (181) 0.619 Dimensions specified in inches unless noted a m SOLARMOUm Technical . . . _ _ mi UNIRAC A HILII GROUP COMPANY SolarMount Mid Clamp Part No.320008,320009,320019,320020,320021, 320084,320085,320086,320087,320120,320122 rra Bolt Mid clamp material: One of the following extruded aluminum Mid fa a Nu alloys: 6005-T5,6105-T5, 6061-T6 Clamp Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized • Mid clamp weight: 0.050 Ibs(23g) Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated Assemble mid clamp with one Unirac'W-20 T-bolt and one W-20 ASTM F594 serrated flange nut Beam Use anti-seize and tighten to 10 ft-Ibs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance L.w Direction Ultimate Load Factor, Load Factor, ENMOo�'� Ibs(N) Ibs(N) FS Ibs(N) m Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 Transverse, Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 Y Sliding,X± 1194(5312) 490(2179) 2.44 741 (3295) 0.620 t�X Dimensions specified in inches unless noted SolarMount End Clamp Part No.320002,320003,320004,320005,320006, 320012,320013,320014,320015,320016,320017, 320079,320080,320081,320082,320083,320117, 320118,320123,320124,320173,320185,320220, End clamp material: One of the following extruded aluminum 320233,320234,320331 allays: 6005-T5,6105-T5, 6061-T6 ott "1 Ultimate tensile: 38ksi,Yield: 35 ksi Finish: Clear or Dark Anodized • End clamp weight: varies based on height: -0.058 Ibs (26g) d clamp Allowable and design loads are valid when components are Serrated assembled according to authorized UNIRAC documents Flange Nut° ^°' Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated Assemble with one Unirac W-20 T-bolt and one''/<"-20ASTM F594 Bea serrated flange nut Use anti-seize and tighten to 10 ft-Ibs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- Y party test results from an IAS accredited laboratory Modules must be installed at least 1.5 in from either end of a beam ►X ss _ Applied Load Average Allowable Safety Design Resistance "m10"0M_ Direction Ultimate Load Factor, Loads Factor, He Ibs(N) Ibs(N) FS Ibs(N) m vwmi Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 nooutF TM" Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 Dimensions sped d Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 m SOLARMOuNT Technical . . . - - :e�UNIRAC A HILT'GROUP COMPANY SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 310065, 310066, 310067, 310068 • L-Foot material: One of the following extruded aluminum alloys: 6005- T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear or Dark Anodized • L-Foot weight:varies based on height: -0.215 Ibs(98g) • Allowable and design loads are valid when components are Bea assembled with SolarMount series beams according to authorized Bolt UNIRAC documents L-Foot For the beam to L-Foot connection: •Assemble with one ASTM F593 W-16 hex head screw and one errated ASTM F594 Wserrated flange nut Flange Nu •Use anti-seize and tighten to 30 it-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test Y results from an IAS accredited laboratory '� NOTE: Loads are given for the L-Foot to beam connection only; be X sure to check load limits for standoff, lag screw, or other --` attachment method I ,I Applied Load Average Safety Design Resistance MDT FOR, Direction Ultimate Allowable Load Factor, Load Factor, ""PDN47 � I Ibs(N) Ibs(N) FS Ibs(N) m _LOl- , y Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 � Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893) 2.46 2004(8913) 0.615 Traverse,X± 486(2162) 213(949) 2.28 323(1436) 0.664 - . . . . - -• UNIRAC A HILTI GROUP COMPANY SolarMount Beams Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 1.271 Total Cross Sectional Area in' 0.676 1.059 Section Modulus(X-Axis) in 0.353 0.898 Section Modulus(Y-Axis) in 0.113 0.221 Moment of Inertia (X-Axis) in 0.464 1.450 Moment of Inertia(Y-Axis) in 0.044 0.267 Radius of Gyration(X-Axis) in 0.289 1.170 Radius of Gyration (Y-Axis) in 1 0.254 1 0.502 t;�i }i + .1„. k ,..,$ ti. ?t&F5 ETa`�,,,x w``u,.Y s ��ir=•.i ��--' . ;t. SLOT FOR T-BOLT OR 1.728� 1 SLOT FOR T-BOLT OR 4" HEX HEAD SCREW 4"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CUP I 3.000 1.316 SLOT FOR 3/8" HEX BOLT SLOT FOR 1.385 Ya" HEX BOLT .387 750 1.207 Y Y 1.875 l ►x t�X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted m SOLARMOUNT Technical . . . - - an UNIRAC A HILTI GROUP COMPANY SolarMount Technical Datasheet Pub 100602-ltd V1.0 June 2010 SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................1 MidClamp ....................................................................................................................2 EndClamp....................................................................................................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot...........................................................................................................................3 SolarMountBeams..........................................................................................................4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No.321001, 321002 __Wa_sh_9r_j Bottom Up Clip material: One of the following extruded aluminum Bottom ut (hidden..s alloys: 6005-T5, 6105-T5, 6061-T6 Up Clip no Ultimate tensile: 38ksi, Yield: 35 ksi Finish: Clear Anodized Bottom Up Clip weight: —0.031 Ibs (14g) Beam Bolt Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents Assemble with one '/<"-20 ASTM F593 bolt, one'/."-20 ASTM F594 serrated flange nut, and one ''Y4"flat washer Use anti-seize and tighten to 10 ft-Ibs of torque Ff Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, Ibs(N) Ibs(N) FS Ibs(N) m Tension, Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 Y Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 �X Sliding,Z± 66(292) 27(119) 2.44 41 (181) 0.619 Dimensions specified in inches unless noted m SOLARMOUw Technical . . . - - :eOUNIRAC A HILTI GROUP COMPANY SolarMount Mid Clamp Part No.320008,320009,320019,320020,320021, 320084,320085,320086,320087,320120,320122 eraBolt Mid clamp material: One of the following extruded aluminum Mrd la a Nu alloys: 6005-T5, 6105-T5, 6061-T6 Clamp Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized • Mid clamp weight: 0.050 Ibs(23g) Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated Assemble mid clamp with one Unirac W-20 T-bolt and one'W-20 ASTM F594 serrated flange nut Beam Use anti-seize and tighten to 10 ft-Ibs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance L.a msru�a--- Direction Ultimate Load Factor, Load Factor, BETWEE"noouusFRI Ibs(N) Iles(N) FS Ibs(N) m Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 I Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 Y Sliding,X± 1194(5312) 490(2179) 2.44 741 (3295) 0.620 it ►X Dimensions specified in inches unless noted SolarMount End Clamp Part No.320002,320003,320004,320005,320006, 320012,320013,320014,320015,320016,320017, 320079,320080,320081,320082,320083,320117, 320118,320123,320124,320173,320185,320220, End clamp material: One of the following extruded aluminum 320233,320234,320331 _ alloys: 6005-T5, 6105-T5, 6061-T6 of Ultimate tensile: 38ksi,Yield: 35 ksi Finish: Clear or Dark Anodized • End clamp weight: varies based on height: -0.058 Ibs(26g) d Clamp Allowable and design loads are valid when components are Serrated assembled according to authorized UNIRAC documents Flange Nut Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated Assemble with one Unirac W-20 T-bolt and one Ya'-20 ASTM F594 serrated flange nut Bea Use anti-seize and tighten to 10 ft-Ibs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- Y party test results from an IAS accredited laboratory X Modules must be installed at least 1.5 in from either end of a beam L.s Applied Load Average Allowable Safety Design Resistance "_ Direction Ultimate Load Factor, Loads Factor, "Ear Ibs(N) Iles(N) FS Ibs(N) m vauEs Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 ALE TX1O+"� Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 Dimensions spec d Sliding,X± 142(630) 52 (231) 2.72 79(349) 0.555 A HRTI GROUP COMPANY SolarMount Beam Connection Hardware SolarMount L-Foot Part No.310065, 310066, 310067, 310068 • L-Foot material: One of the following extruded aluminum alloys: 6005- T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized • L-Foot weight: varies based on height: -0.215 Ibs(98g) • Allowable and design loads are valid when components are Bea assembled with SolarMount series beams according to authorized Bolt UNIRAC documents L-Foot For the beam to L-Foot connection: •Assemble with one ASTM F593 W-16 hex head screw and one errated ASTM F594'/a'serrated flange nut Flange Nu • Use anti-seize and tighten to 30 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test y results from an IAS accredited laboratory '� NOTE: Loads are given for the L-Foot to beam connection only; be x sure to check load limits for standoff, lag screw,or other attachment method Applied Load Average Safety Design Resistance s�snT rai, I Direction Ultimate Allowable Load Factor, Load Factor, %"'�DN� \' Ibs(N) Ibs(N) FS Ibs(N) m ---2.01-ice— Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893) 2.46 2004(8913) 0.615 Traverse,X± 1 486(2162) 213(949) 228 323(1436) 0.664 m SOLARMOUNT Technical . . . - - :enUNIRAC A HILTI GROUP COMPANY SolarMount Beams Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 1.271 Total Cross Sectional Area in2 0.676 1.059 Section Modulus(X-Axis) in 0.353 0.898 Section Modulus(Y-Axis) in' 0.113 0.221 Moment of Inertia (X-Axis) in 0.464 1.450 Moment of Inertia(Y-Axis) in" 0.044 0.267 Radius of Gyration (X-Axis) in 0.289 1.170 Radius of Gyration (Y-Axis) in 0.254 0.502 Yo SLOT FOR T-BOLT OR SLOT FOR T-BOLT OR 1.728 V4" HEX HEAD SCREW lY4"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP T 3.000 1.316 SLOT FOR 0 HEX BOLT SLOT FOR 1.385 3 HEX BOLT 7 _1IIL_1IIL. 50 1.207 Y Y 1.875-� 1- X X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted i t g 6 TOP QUALITY Sunmodule%mm SW 250 mono black / Version 2.5 Frame World-class quality I) - Fully-automated production lines and seamless monitoring of the process ? a Qualified,IEC 61215 and material ensure the quality that the company sets as its benchmark for _ Safety taefee, y 9 Y P Y _, �a9 IEC 61�3n D E its sites worldwide. so Parcel.lnspeen.n SolarWorld Plus-Sorting Plus-Sorting guarantees highest system efficiency. SolarWorld only delivers C ❑ rr C.1r modules that have greater than or equal to the nameplate rated power. Intertek 25years linear performance guarantee and extension of product warranty to 10 years SolarWorld guarantees a maximum performance degression of 0.N p.a. in C &L US LISTED the course of 25 years,a significant added value compared to the two-phase '"°`^""""°°"""M' made in USA warranties common in the industry. In addition, SolarWorld is offering a product warranty,which has been extended to 10 years' 'in accordance with the applicable SolarWorld Limited Warranty at purchase. jj 'I''' www.solarworld.com/warranty - SOLARWORLD www.solarworld.com We turn sunlight into power. Sunmodule% S W-02-50]2U5 06-2012 SW 2S0 mono black / Version IS Frame PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' PERFORMANCE AT 800 W/rna,NOCT,AM 1.5 SW 250 SW 250 Maximum power.��,��•oP,�°.250 Wp [Maximum power pm's._ 183.3 Wp Open circuit voltage V 37.8^Vry Open circuit voltage V� 3T6V Maximum powerptiintvoltage Vmaa 31.1°I Maximum powerpoint voltage_ Vmao.� I - Shortcircuitcurrent Iu 8.28A Short circuit current I 6.68A Maximumpowerpaintcurmnt Imm: 805 Al Maximumpowerpointcurrent—.—lmpn� 6.44 Afi 'STC:1000W/mr 25°C,AM 1.5 Minorreduction nefOciency under partial load conditions at 25°G at 200W/m',95% (+/-3%)of the STC efficiency(t000 W/m�)is achieved. THERMAL CHARACTERISTICS NOCT 48°Cj COMPONENT MATERIALS TC Iv 0,00401,/�Kt Cellsper module 6( FTC _ __ - _ _ ___ -0.30%/nl Cell type Mono crystalline gip, -0.45%/K Cell dimensions _ 614 inx6141n(1- mm x156 mm) r p atingtemperature _ 40°C to 85T Front 4 te pere glass(EN 12150) Frame Black anodized aluminum Weight 463 Its(212 kg) W aukesfae SaW WaMAmeleEWsRn AN350mene�t lSYaptaegnrtwi . 94 r _ SYSTEM INTEGRATION PARAMETERS Q74 L .....,�...�., _ « 801� � _q �,p�q7,,,. Maximum system voltage SC _1000V so _ —aea MYh+ Max system voltage USA NEC 600V y+oi J� al Maximum reverse current Number of bypass diodes 3 113 psf downward to - UL Design Loads' Two rail system 64 psf upward OD' _ D !u M 4a OL Design Loads' Three rail system 170 psf downward �mr M 64 psf upward IEC Design Loads' Two rail system 113 pit downward 1x4 3744(951) 'Please refer to the Sunmodule installationi nstructions for the details associated with these load cases. I11.33(288) ADDITIONAL DATA Power sorting'1 O Wp/+5 Wp. J-Box IP65 41.300050) Connector MC4 Module efficiency 14 91% Version Fre ra4ng(UL 790) ClassC 2.5frame ___ - _.. 65.94(16]5) bottom mounting holes 0.6 15.3 VERSION 2.5 FRAME D Compatible wmboth n Top-Down' cl m oun and"Botto "mounting methods • ♦Grounding Locations: 1_ x4 -4cornersoftheframe -4locations along the length of the 4.20(107)t module in the extended flanges 1.34 34 1.22(31) 39.410001) 1)Sunmodules dedicated forthe United States and Canada are tested to ILL 1703 Standard and listed by a third party laboratory The laboratory reayvary byproduct and region.Check with your Solar World representative to confirm which laboratory has a listing for the product. 2)Measuring tolerance traceable to TUV Rheinland+/-2%(TUV Power Controlled), 3)All units provided are imperial.SI units provided in parentheses. Solar World AG reserves the right to make specification changes without notice. I d s TOP QUALITY I Sunmodu' 10 SW 250 mono black / Version 2.5 Frame World-class quality t) Fully-automated production lines and seamless monitoring of the process _• ouardied,iEc e1215 and material ensure the quality that the company sets as its benchmark for - _ € Saletytesled, V .its sites worldwide. cwa�.�„�,ra IEc 61730 D E Periodic Inspection SolarWorld Plus-Sorting -Plus-Sorting guarantees highest system efficiency. SolarWorld only delivers Cl['� � as modules that have greater than or equal to the nameplate rated power. Intertek 25years linear performance guarantee and extension of product warranty to 10 years SolaiWorld guarantees a maximum performance degression of 0.7% p.a. in C&US LISTED the course of 25years,a significant added value compared to the two-phase Made in USA warranties common in the industry. In addition, SolarWorld is offering a product warranty,which has been extended to 10 years." - 'in accordance with the applicable Solar World Limited Warranty at purchase. jh I'' www.solarworld.com/warranty ' SOLARWORLD www.solarworld.com We turn sunlight into power. SW-02-5072US 06-2012 Sunmodule%a SW 250 mono black / Version 2.5 Frame PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' PERFORMANCE AT 800 W/rn2,NOCT,AM 1.5 SW 250 SW 250 Maximum power Pm 250Wp Maximum power P� 183.3 Wp Open circuit voltage V 37.8 V Open circuit voltage V 34.6 V ♦'Maximum power pointvoltage V 31.1Vi (Maximum power point voltage °_V 28.5Vi Short circuit current 8.28A Short circuit current 6.68A "- � ,. .s...�...��"- .....«.m.-.ems. Maxim um power point current _ I � BOSA: Maximum power point current.. __ ___ I —6.44A� 'STC G 1000 W/m�,25'C,AM 1.5 Minor reduction in efficiency under partial load conditions at 25'C:at 2001 95% 3%)ofthe STC efficiency(1000 W/m')is achieved. THERMAL CHARACTERISTICS 48-C COMPONENT MATERIALS TC I„ 0004%/K Cells—per module -60 'TCvor. _ Cell type Mono crystalline TC PmPp -0.45%/K [Cell.dimensions 614 irtx 6.141n(156 mm x156 mm). —. ._._. ,_....._.._.. .—._.._._._._.._ Operating temperature 40°C to 85° Front tempered glass(EN 12150) [Frame_,—_—_ _ 8lackanodrzedaluminum Weight 46.716s(21.2 kg) 4_V arum In SaUr WodO AmagEWe Ylw AN iS0 maro at arc an tmnpa[va aA SYSTEM INTEGRATION PARAMETERS .80 ._.....z..,_.... .•..�,..... =60 —...... m_ ,;,.. Maximum syste voltage SC It - 1000 Va if so t ­mowM Max system voltage USA N EC 600V tpBBBB ao ' — aw�Wl : Maximum _, _reverse current - 16A 6 no (^— --�— - ^^^ —ara wl�P Number of bypass diodes 3 —'mowtmr 113 psf downward tB ._. --_ .,.,„. a UL Design Loads Two rail system 64 _ sf uppAnard ee �'�"`�'""�"` '"'"r'• '" 170 psf downward -o to m [n p UL Design Loads' Three rail system 64 psf upward sroaiarroh�M IEC Design Loads' Two rail system 113 psf downward' --SO psfupwardJ 1x4 3744(951) 'Please refer to the Sunmodule installation Instructions for the details associated with _ ` these loadcases. 11.33(2ee) ADDITIONAL DATA Power sorting'1 -0 We/+5 WP J-Box IP65 41.30(1050) Connector Module efficiency 14.91% Version (Fi rer­ating(UL790) Class Versiome l—_. ._..._. _. ------ 65.94(1675) bottom mounting holes 0.6 15.3 VERSION 2.5 FRAME Compatible with bath"Top-Down' - D and'Bog mounting methods ♦Groundinnding Locations: AlU x4 -4 corners of the frame t -4locations along the length of the 20 f07) module in the extended flange* 1.34 39 1.22(31) Fes—39.4l(1001) 1)Sunmodules dedicated forthe United States and Canada are tested to UL 1703 Standard and listed by a third party laboratory.The laboratory may vary by product and region.Check with your SolarWorld representative to confirm which laboratory has a listing forthe product. 2)Measuring tolerance traceable to TUV Rheinland:+/-2%(TUV Power Controlled). 3)All units provided are imperial.SI units provided in parentheses. SolarWorld AC reserves the right to make specification changes without notice. # n ., .. -, .. .. F . . 1,110 enphas E N E R GY Maximum energy production The Enphase Energy Microinverter PRODUCTIVE - Resilient to dust, debris and shading Performance monitoring per module System improves energy harvest, increases reliability, and dramatically System availability greater simplifies design, installation and R E L I A B L E than 99.8% - No single point of system failure management of solar power systems. The Enphase System includes the - Quick and simple design, installation S M A RT and management microinverter, the Envoy Communications - 24/7 monitoring and analysis Gateway, and Enlighten, Enphase's monitoring and analysis software. SAFE Low voltage DC Reduced fire risk S C US M215 - MICROINVERTER TECHNICAL DATA %PR2@MlVQ .� .• o Recommended input power(STC) 190-260W Maximum input DC voltage 45V Peak power tracking voltage 22V-36V Operating range 16V-36V Min./Max.start voltage 26.4V/45V Max. DC short circuit current 15A Max. input current 10.5A Maximum output power 215W 215W Nominal output current 1.OA (arms at nominal duration) 0.9A(arms at nominal duration) Nominal voltage/range 208V/183-229V 240V/211-264V Nominal frequency/range 60.0/59.3-60.5 Hz 60.0/59.3-60.5 Hz Extended frequency range 60.0/59.2-60.6 Hz 60.0/59.2-60.6 Hz Power Factor >0.95 >0.95 Maximum units per 20A branch circuit 25(three phase) 17 (single phase) Maximum output fault current 1.05 Arms, over 3 cycles;25.2 Apeak, 174ms duration CEC weighted efficiency 96.0% Peak inverter efficiency 96.3% Static MPPT efficiency(weighted,reference EN50530) 99.6% Dynamic MPPT efficiency(fast irradiation changes,reference EN50530) 99.3% Nighttime power consumption 46mW Ambient temperature range -400C to+650C Operating temperature range(internal) -40°C to+85°C Dimensions(WXHXD) 17.3 cm x 16.4 cm x 2.5 cm(6.8" x 6.45" x 1 0 )* Weight 1.6 kg(3.5 Ibs) Cooling Natural convection- No fans E,Encllo,ossyyurr,e .. environmental rating Outdoor-NEMA 6 *without mounting bracket V'L.G'1i:111:�7 Compatibility Pairs with most 60-cell PV modules Communication Power line Warranty 25-year limited warranty Monitoring Free lifetime monitoring via Enlighten softrware Compliance UL1741/IEEE1547, FCC Part 15 Class B CAN/CSA-C22.2 NO.0-M91,0.4-04,and 107.1-01 Enphase Energy, Inc. 142-00010 Rev 02 201 1 st Street Petaluma, CA 94952 Phone: 877-797-4743 Fax:707-763-0784 info@enphaseenergy.com http://www.enphase.com