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Home My WebLink About0011 LARCH LANE s TOWN OF BARNSTABLE BUILDING IIyE� IT APPLICATION 1. L+Jf?� Map �' Parcel 00(a OOS n ,Application # Health Division Date Issued Conservation Division _£ ,,Application Fee �. Planning Dept. Permit Feaq Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address I Larch Village Owner _Dian GCOU Address Lcs� Loy &nkry Ile A4 . Telephone 776 Permit Request Tfn 5J ,t(0-6/) 9i� ti S4Q, . COL ConeIi"4-, arlA �� S01('r V Svske:2, of) an rui n_'iu� CooRv p J�7�4�e1� �1,1;��c✓ Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size 19 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION F _(BUILDER OR HOMEOWNER) Name insWr,e CLL Telephone Number 7� 33-4 3111 Address 1,y Tu r&D,►& Sy ste. t n License # W g r, $u,,3ckcr PM oa3 7q Home Improvement Contractor# 171)trot Email ?bJ�M",A Worker's Compensation # VvX-10Q-Q1T356 496A ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO to MS a if dA n Ike/ 5'I W R ri ck ap A..e.- /VIA Od3�� SIGNATURE DATE - - I pppp- FOR OFFICIAL USE ONLY i APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME ' INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL '- PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. DEBRIS DISPOSAL AFFIDAVIT ry In accordance with the provisions of M.G.L. c. 40, s. 54, Building Permit # was issued with the condition that all debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by M.G.L c. 111, s. 150A. The debris will be disposed of in: ` E.O.M.S Name of Waste.Facility 318 Manley Street West Bridgewater, MA 02720 Address of Waste Facility 111.5 Debris: As a condition of issuing a permit for' the demolition, renovation, rehabilitation or other alteration of a building or structure, M.G.L. c. 40 s. 54 requires that the debris resulting therefrom shall be disposed of in a properly licensed solid waste disposal facility as defined by M.G.L.c. I I I s. 150 A.Signature of the permit applicant, date and number of the building permit to be issued shall be indicated on a form provided by the Building Department and attached to the office copy of the building permit retained by the Building Department. If the debris will not be disposed of as indicated, the holder of the permit shall notify the building official, in writing, as to the location where the debris will be disposed. 780 CMR—61h Edition 1 Oi"g �reofrmit Applicant 9/16/15 Date THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT NAME: The Hamilton Group, LLC PHONE :973- 9 -2292 a No): uvc-3 Wing Drive E-MAIL Cedar Knolls NJ 07927 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Select*ve Way Ins 26301 INSURED SKYLI-3 INSURER B:Slective Iris Co of the S. East9 26 Skyline Solar LLC INSURERC:A.I.M. Mututal Insurance Company 3758 124 Turnpike Street, Ste 10 p INSURER D West Bridgewater MA 02379 - - - INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER:1089928575 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 1S SUBJECT TO,ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR I TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MWDD/YYYY MWDD/YYYY B GENERAL LIABILITY S 2106548 6/2015 /6/2016 EACH OCCURRENCE $1,000,000 X DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $100,000 CLAIMS-MADE .X� OCCUR MED EXP(Any one person): $10,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $3,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-CO P/OR AGG $3,000,000 POLICY PRO- X LOC $ B AUTOMOBILE LIABILITY A 9093015 /24/2015 /24/2016 Ea accident) $1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED F77 SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE X HIRED AUTOS X AUTOS Per accident $ A X UMBRELLA LIAB X OCCUR S 2000480 10/11/2014 0/11/2015 EACH OCCURRENCE $5,000,006 EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 i DED I X I RETENTION$10,000 $ C WORKERS COMPENSATION VWC-100-6018336-2015A 3/8/2015 3/8/2016 X WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N TORY LIMITS R ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1 000 000.00 OFFICER/MEMBER EXCLUDED? ] N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $11000,000.00 If yes,describe under - -DESCRIPTION OF OPERATIONS below - E.L.DISEASE-POLICY LIMIT $1,000,000.00 B Installation Floater S 2106548 /6/2015. /6/2016 Any One Occurrence $25,000 Property Business Property $100,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) 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. AUTHORIZED REPRESENTATIVE t7 19RR-201n OCORD CORPORATION_ All riahtc resrarved_ t • _ 1 Massachusetts _ Board o De .. f Buiidin Part�ent of P Constructions e9ulations an Public Safety (1 . license;CS_upen i.cor d Standards. J pA ``�`��.652 ASpEN x _ -C urn orri rissioner "Ex ., Piration 08111120 p 16 vXB l(Jd/97/J72.d/2LL1G'CL.LL�d - .t - - • � � -Rice of Consumer I Affairs&Business Regulation ME IMPROVE C IMPROVEMENT ONTRACTO License or registration valid for individul use om� istration If fo - e t ,i 9 172284 R afore the expiration date. found return to: Office of Consumer Affairs and Business Regulation �•, Expiratioln sn/2016 '~ Type' i 10 Park Plaza-Suite 5170 SKYLINE SOLAR LLC c Supplement C<`rd Boston,MA 02116 E LUKE•PAULL• 124 TURNPIKE ST SUITE 10 WEST BRIDGEWATER, MA 02379 _ a Undersecretary Not valid without signature Skyline Solar HOMEOWNERS AUTHORIZATION FORM Addendum to Contract I, Diane Gray (print name) am the owner of the property located at address: 11 Larch Ln. Centerville, MA 02632 (print address) I hereby authorize Skyline Solar to act as my Agent for the limited purpose of applying for and obtaining local building and other permits from the Authority Having Jurisdiction as required for the installation of a Photovoltaic System located on my Property. Customer Signature: Electronic Signature Accepted/Addendum to Contract Date: 6/25/15 Sign Name: , n Skyline Solar LLC 139 Glendale Ave. Edison,NJ 08817 HIC 13VH0613060 Connecticut Office 121 A North Plains Industrial Rd. Wallingford, CT 06457 HIC.0632594 Massachusetts Office 124 Turnpike St. Suite 10 West Bridgewater, MA 02379 HIC -172284 Inc STRUCTURAL ENGINEERS June 15, 2015 Sungevity 66 Franklin Street Oakland, CA 94607 TEL: (510) 496-5621 FAX: Attn.: To Whom It May Concern re: Job 20151050: Gray - 1680362 The following calculations are for the Structural Engineering Design of the Photovoltaic Panels located at 11 Larch Lane, Centerville, MA 02632. After review, PZSE, Inc. certifies that the roof structure has sufficient structural capacity for the applied PV loads. If you have any questions on the above, do not hesitate to calla Sincerely Paul Zach �jkA oF4t . . q PAU L K. ZACHER TRUCTURAL 0100 SS/ON4 8150 Sierra College Boulevard,Suite 150 • Roseville,CA 95661 • 916.961.3960 P • 916.961.3965 • www.pzse.com GravityLoading 9 Roof Snow Load Calculations pg=Ground Snow Load= 35 psf Ce=Exposure Factor= 0.9 (ASCE7-Table 7-2) Cf=Thermal Factor= 1 (ASCE7 Table 7-3) I=Importance Factor= 1 pf=0.7 Ce C;I pg 22 psf (ASCE7-Eq 7-1) where pg<_20 psf, Pf min=I x pg= N/A min snow load(roofsiope<rs°j where pg>20 psf, Pf min=20 x I= N/A min snow load(roof slope<is°) Therefore, pf=Flat Roof Snow Load 22 psf Ps=Cspr (ASCE7-Eq 7-2) Cs=Slope Factor= 1 ps=Sloped Roof Snow Load= 22A psf _r PV Dead,Load=.3 psf(Per Sungevity). Roof Dead Load(ARRAY 1) Composition Shingle _ 4.00 Roof Plywood 2.00 2x8 Rafters @ 16"o.c. 2.27 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.73 Total Roof DL(ARRAY 1) 9.0 psf r I. DL Adjusted to 17 Degree Slope 9.4 psf Roof Dead Load(ARRAY2) Composition Shingle 4.00 Roof Plywood 2.00 2x10 Rafters @ 16"o.c. 2.90 Vaulted Ceiling v 0.00 (Ceiling Not Vaulted) Miscellaneous 0.10 1 � Total Roof DL(ARRAY 2) 9.0 psf �DL Adjusted to 37 Degree Slope. 11.3 psf Roof Dead Load(ARRAY 3) Composition Shingle 4.00 Roof Plywood 2.00 2x8 Rafters @ 16"o.c. 2.27 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.73 1 Total Roof DL(ARRAY 3) _ 'A _ 9.0 psf ' DL Adjusted to 37 Degree Slope 11.3 psf Wind Calculations Per ASCE 7-05 Components and Cladding Input Variables Wind Speed 120 mph Exposure Category C Roof Shape Gable Roof Slope 17 degrees Mean Roof Height 17 ft Building Least Width 19 ft Effective Wind Area 17.5 ft Design Wind Pressure Calculations Wind Pressure P=qh*(G*Cp) qh=0.00256*Kz*Kzt*Kd*V^2*1 (Eq_6-15) Kz.(Exposure Coefficient)= 0.87 (Table 6-3) Kzt(topographic factor) 1 (Fig.6-4) Kd(Wind Directionality Factor)= 0.85 (Table 6-4) V(Design Wind Speed)= 120 mph Importance Factor'= 1 (Table 6-1) qh= 27.26 Standoff Uplift Calculations Zone 1 Zone 2 Zone 3 Positive GCp= -0.85 -1.45 2.30 0.40 (Fig.6-11) Uplift Pressure= -23.17 psf -39.53 psf -62.70 psf, 10.9 psf X Standoff Spacing= 4.00 4.00 4.00 . Y Standoff Spacing= 2.69 1.35. 1.35 Tributary Area= 10.76 5.38 5.38 Footing Uplift= -249 lb -213 lb -337 lb Standoff Uplift Check' " Maximum Design Uplift= -337 lb Standoff Uplift Capacity = 700 Ib 700 lb capacity>337 lb demand Therefore,OK Fastener Capacity Check Fastener= 1 5/16"dia Lag Number of Fasteners= 1 Minimum Threaded Embedment Depth= 2.5 Pullout Capacity Per Inch= 205 lb Fastener Capacity= 820 lb 820 lb capacity>337 lb demand Therefore,OK (ARRAY 1) . PASS w=46 plf Dead Load 9.4 psf . PV Load 3.0 psf Snow Load 22.1 psf 2x8Rafters @ 16"o c; - Governing Load Combo=DL+SL Member Span=1 V-10" Total Load 34.5 psf Member Properties Member Size S(in^3) I(in"4) Lumber Sp/Gr Member Spacing W 13.14 47.63 SPF#2 @ 16"o.c. Check Bending Stress Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.2 x 1.15 Allowed Bending Stress= 1388.6 psi Maximum Moment = (wL42)/8 = 805.16 ft# 9661.92 in# Actual Bending Stress=(Maximum Moment)I S =735.3 psi Allowed>Actual--53%Stressed -- Therefore OK 'Check Deflection Allowed Deflection(Total Load) = U120 (E= 1400000 psi Per NDS) = 1.183 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*LA4)/(384*E*I) = 0.305 in = U466 > U120 Therefore OK Allowed Deflection(Live Load) = U180 0.788 in Actual Deflection(Live Load) (5*w*L^4)/(384*E*I) 0.196 in L/725 > U180 Therefore OK .Check Shear. Member Area= 10.9 inA2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1468 lb Max Shear(V)=w*L 12 = 272 lb Allowed>Actual 18.6%Stressed •• Therefore,OK i (ARRAY 2) PASS w=49 plf Dead Load 11.3 psf PV Load 3.0 psf Snow Load 22.1 psf 2x10 Raftefs- -16 o.c. Governing Load Combo=DL+SL Member Span=2'-3" Total Load 36.4 psf Member Properties Member Size S(in"3) I(in A4) Lumber Sp/Gr Member Spacing 2x10 21.39 98.93 SPF#2 @ 16"o.c. Check Bendng.Stress Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x '1.1 x 1.15 Allowed Bending Stress=1272.9 psi Maximum Moment = (wLA2)/8 = 30.7125 ft# = 368.55 in# Actual Bending Stress=(Maximum Moment)/S 17.3 psi. Allowed>Actual-1.4%Stressed -- Therefore,OK Check Deflection. Allowed Deflection(Total Load) = L/120 (E=1400000 psi Per NDS) = 0.225 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*LA4)/(384*E*I) 0.001 in = U27000 ? U120 Therefore OK Allowed Deflection(Live Load) = U180 0.15 in Actual Deflection(Live Load) _ . (5*w*LA4)I(384*E*I) 0.001 in U27000 > U180 Therefore OK Check Shear Member Area= 13.9 inA2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A 1873 lb Max Shear(V)=w*L/2 = 55 Ib Allowed>Actual--3%Stressed - Therefore,OK (ARRAY 3) PASS w=49plf Dead Load 11.3 psf . PV Load 3.0 psf Snow Load 22.1 psf =2z8 Rafters@�:1'6"o c Governing Load Combo=DL+SL Member Span=3'-9" Total Load 36.4 psf Member Properties Member Size S(in"3) 1(in"4) Lumber.Sp/Gr Member Spacing 2x8 13.14 47.63 SPF#2 Check Bending Stress Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.2 x 1.15 Allowed Bending Stress= 1388.6 psi Maximum Moment = (wL"2)18 = 85.3125 ft# = 1023.75 in# Actual Bending Stress (Maximum Moment)/S =78 psi Allowed>Actual-5.7%Stressed -- Therefore,OK Check Deflection, Allowed Deflection(Total Load) = U120 (E=1400000 psi Per NDS) = 0.375 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*L"4)I(384*E*I) 0.004 in = U11250: > U120 Therefore OK Allowed Deflection(Live,_Load) = U1:80 0.25 in Actual Deflection(Live Load) _ (5*w*L"4)/(384*E*I) 0.002 in U22500 > U180 Therefore OK Check Shear Member Area= 10.9 in"2 Fv(psi)_ 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 14681b Max Shear(V)=w*L 12 = 91 lb Allowed>Actual--.6.2%Stressed •= Therefore,OK Per 2009 IBC Chapter 34 Existing Weight.of Effected.Building Level Area Weight(psf) Weight(lb) Roof 646 sf 9.4 psf 6072 lb Ceiling 646 sf 6.0 psf 3876 lb' Wood Siding 106 ft 5.0 psf 9010 lb (8'70"Wall Height) Int.Walls 106 ft 6.4 psf 11533 lb ' Existing Weight of:Effected Building 30491 lb q Proposed Weight of PV System Weight of PV System(Per Sungevity) 3.0 psf Approx.Area of Proposed:PV System 297 sf Approximate Total.Weight of PV System 891 lb. i. 1:0%o:Comparison 10%of Existing Building Weight(Allowed) 3049 Ib Approximate Weight of PV System(Actual) 891 lb Percent Increase 2.9% 3049 lb:>891 lb,Therefore qlc 5 _ EBrL STRUCTURAL ENGINEERS June 15, 2015 Sungevity 66 Franklin Street IH oFMgss9 Oakland, CA 94607 PAUL K. G TEL: (510)496-5621 ZACHER TRUCTU::L .� Subject: Structural Certification for.Installation of Solar Panels 50100 Job Number: 20151050 �'a isT ``' Client: Gray-1680362 �SS�oNAL Address: 11 Larch Lane, Centerville;MA 02632 Attn.: To Whom:It May Concern; A field observation of the condition of the.existing framing system was performed by.an audit team from.Sungevity. From the field observation of the property,the existing roof structure was observed as follows: The existing roof structure consists of composition shingles over plywood sheathing that is supported by 2x8 roof rafters at 16"on center at Arrays 1 & 3 and 2x10 roof rafters at 16"on center at Array 2. The rafters at Array 1 is sloped at approximately 17 degrees and Array 2 & 3 are sloped at approximately 37 degrees.and have a maximum projected horizontal span of 11'-10"at Array:l, 2'-3"at Array. 2.and 3'-9"at Array 3:between load bearing walls. All attached structural calculations are based on these observations and the design criteria listed below: Design Criteria: • Applicable Codes=2000 IBC,ASCE 7-05 and 2005 NDS • Ground Snow Load=35 psf • Roof Dead Load=9.4 psf(Array 1)and 11.3 psf(Arrays 2 &3) • Basic Wind Speed= 120.mph Exposure Category C • Solar modules=as indicated in attached drawings.. As a result of the completed field observation and design checks: • Arrays 1,2 & 3 are adequate to support the loading imposed by the.installation of solar panels and.modules. Therefore, no structural upgrades are required. I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the.solar panel supports and modules had been reviewed and determined to meet or exceed the requirements in accordance:with the 2009 IBC. I If you ,do not hesitate to call. Sincer Paul 2 8150 Sierra College Blvd, Suite 150—Roseville,CA 95661 —916.961.3960 p —916.961.3965—www.pzse.com ' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations d I Congress Street,Suite 100 W� Boston,MA 02114-2017 a www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Skyline Solar LLC. Name (Business/OrganizationAndividual): Address: 124 Turnpike Street Suite 10 City/State/Zip:West Bridgewater, MA 02379 phone #:732-354-3111 Are you an employer? Check the appropriate box: Type of project(required): 1.8 I am a employer with 60i 4. ® 1 am a general contractor and I. employees (full and/or part-time).* have hired the sub-contractors 6. ®New construction 2.® I 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' [No workers' comp. insurance comp. insurance.$ 9. ® Building addition required.] 5. We are a corporation and its 10.® Electrical repairs or additions 3.0 I am a homeowner doing all work officers have exercised their I I.® Plumbing repairs or additions myself ' right of exemption per MGL Y [No workers comp. 12.® Roof re airs insurance required.] t c. 152, §1(4),and we have no FV Solar 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:A.I.M. Mutual Insurance Company VWC-100-6018336-2015A 9/8/2016 . Policy#or Self-ins. Lic. #: Expiration Date: 11 Larch Lane. Centerville MA 02362 Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of 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 c rrfydlr the pains and penalties of perjury that the information provided above is true and correct. 9/16/15 Si nature. Date: Phone l Officia 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#: 1 2 3 4 5 . SHEETINDEX PHOTOVOLTAIC SYSTEM w` .N�\v :... :... .. ....... 0.00 COVER AND E PLAN 0 GENERAL NOTES PV1 S SYSTEM SIZE: PV2.0 - - ARRAY LAYOUT AC/DC kW STC: 3.699kW\4.25kW - PV3.0 LINE DIAGRAM .: .. .: PV4.0 LABELS EQUIPMENT: .. .. PV MODULES: ..(17)Hyundai HIS-M250RG(BK)... .. .. .. .. KEY: INVERTER(S): (1)SolarEdge SE380OA-US - - "- "- -' ---- PROPERTY LINE E]SUBPANEL .. .. .. .. .. .. _._._ CONDUIT RUN DRIVE WAY Q ElDC DISCONNECT (� Q AC DISCONNECT SCOPE OF WORK: - _ _ -'// FENCE SOLAR MODULE E JUNCTION BOX MONITORING UNIT INSTALLATION OF A SAFE AND CODE-COMPLIANT �// MAIN SERVICE PANEL GRID-TIED SOLAR PV SYSTEM ON AN EXISTING G UTILITY METER COMBINER BOX RESIDENTIAL ROOF TOP. - - _ �� © PV METER ROOF OBSTRUCTION .. _ .. .. � INVERTER - - - - APPLICABLE CODES: 2014 NEC 2009 INTERNATIONAL CODES WITH MA .. .. ...� .. .. .. AMENDMENTS CONTRACTOR INFORMATION: B LOCATION OF(E)MSP INSIDE BASEMENT SKYLINE SOLAR WEST BRIDGEWATER B 124 TURNPIKE ST. ROOF MOUNTED CONDUIT WEST BRIDGEWATER,MA 02379 .. ... .. .. ... -JURISDICTIONAL INFORMATION: ... ... .. BARNSTABLE,TOWN OF .. ... ..: .. 200 MAIN STREET, HYANNIS,MA.02601 ... .. ... -. .. ...._ ... ....:. NOTES TO INSTALLER:. DC CONDUIT RUN:FROM ARRAYS,ROOF MOUNTED AND ON . ... _ „, _ ... .. EXTERIOR WALL TO BOS. \ AC CONDUIT RUN:FROM BOS ON AND THROUGH EXTERIOR .. 70 WALL TO(E)MSP INSIDE BASEMENT. .. .. O `/ 3- POC:BREAKER IN(E)MSP. .� c P�yFtP PRR 3 \\RpOF 1 . T�OpF CONDUIT RUN ALONG EXTERIOR WALL ... FOR INSTALLER USE ONLY ROOF MOUNTED CONDUIT POST INSTALL SUNEYES REQUIRED? YES I CERTIFY THAT NO CHANGES HAVE C BEEN MADE TO THE ARRAY LAYOUT: ROOF MOUNTED CONDUIT CUSTOMER INFORMATION: PRRpV 2 DIANE GRAY . RppF 2 _ 11 LARCH LANE CENTERVILLE,MA 02632 SITE PLAN (E)DECK STRUCTURE N (508)776-2518/#1680362 SCALE: N.T.S. - - -- - DESIGNED BY: REV#: DATE: _ TM 1 O6/15/' PV-U.0 SUNGEWTY INC 66 FRANKLIN ST SUITE 3100RNLPND,CA BC68T By.Menlnor Omo:O6/1.Lt5LomJm:C:lVsonMO,elnMpnpoplCDN OCe1Grey-1660]62-OoabnWmy THESE DRAYINOS.SPECIFlCPTIONS,MD DESIGNS ME ME PROPERTYOF SUNGENTY INC.NO PMT SHALL BE COPIED OR USED FOR ORWITH MY OTHER WORN OTHER THnN THE SPECIFIC PROJECT MO SCH THEY I—E BEEN DEVELOPED W,THOVT OUR WRITTEN CONSENT 1 2 3 4 5 GENERAL NOTES. ELECTRICAL NOTES: GENERAL NOTES: El.ALL EQUIPMENT IS LISTED FOR USE. N1.DRAWINGS ARE DIAGRAMMATIC ONLY.THE LOCATION AND ROUTING OF E2.MAXIMUM VOLTAGE DOES NOT EXCEED 600VDC. _ RACEWAYS SHALL BE DETERMINED BY THE CONTRACTOR UNLESS OTHERWISE E3.ANY EQUIPMENT OR ELECTRICAL MATERIALS USED FOR THIS INSTALLATION SHALL BE NOTED OR STANDARDIZED. NEW AND LISTED BY A RECOGNIZED ELECTRICAL TESTING LABORATORY. N2.ALL EQUATIONS ACCOUNT FOR WORST CASE CONDITIONS. E4.AN INVERTER IN AN INTERACTIVE SOLAR PV SYSTEM SHALL AUTOMATICALLY A DE-ENERGIZE ITS OUTPUT TO THE CONNECTED ELECTRICAL PRODUCTION AND A N3.IF A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT,WIRE,EQUIPMENT DEVICES,OVERCURRENT PROTECTION,GROUNDING SYSTEMS,ETC.(ALL DISTRIBUTION NETWORK UPON LOSS OF VOLTAGE IN THAT SYSTEM AND SHALL REMAIN EQUIPMENT AND MATERIALS)THE CONTRACTOR SHALL BE RESPONSIBLE FOR IN THAT STATE UNTIL THE ELECTRICAL PRODUCTION AND DISTRIBUTION NETWORK PROVIDING AND INSTALLING ALL MATERIALS AND SERVICES REQUIRED BY THE VOLTAGE HAS BEEN RESTORED. STRICTEST CONDITIONS IN THE SPECIFICATIONS OR NOTED ON THE PLANS TO ES.ALL PV ARRAYS SHALL BE EQUIPPED WITH DC GROUND FAULT PROTECTION. ENSURE COMPLETE COMPLIANCE WITH ALL CODES AND TO ENSURE THE E6.ANY AC COMPONENT SHALL MEET OR EXCEED THE AVAILABLE FAULT CURRENT LONGEVITY AND SAFETY OF THE OPERABLE SYSTEM. CALCULATED AT THAT COMPONENT. N4.ALL OUTDOOR EQUIPMENT SHALL BE MIN.NEMA 311 RATED. E7.ALL MODULES AND ANY RELATED ROOF MOUNTED METALLIC EQUIPMENTSHALL-BE _ N5.METAL CONDUIT AND ENCLOSURES SHALL BE USED WHERE PV SOURCE OR PROPERLY GROUNDED. OUTPUT CIRCUITS ARE RUN INSIDE A BUILDING. E8.DC EQUIPMENT SHALL BE 60OVDC RATED MINIMUM. - N6.MODULES SHALL NOT BE PLACED OVER ANY PLUMBING VENTS AND AT LEAST E9.MARKINGS SHALL BE PROVIDED TO INDICATE THAT ALL CONTACTS OF THE 6"ABOVE FLUSH VENTS. DISCONNECT EQUIPMENT MIGHT BE ENERGIZED. N7.THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH ANY AND ALL E10.CONDUIT RUNS SHALL BE PROVIDED WITH SUFFICIENT WEATHERPROOF PULL BOXES - REQUIREMENTS GIVEN BY UTILITY COMPANIES. OR JUNCTION BOXES/COMBINER BOXES PER APPROPRIATE JURISDICTIONAL N8.FOR ADDITIONAL EQUIPMENT SPECIFICATIONS,SEE PROVIDED CUT SHEETS. REQUIREMENTS. N9.ALL LABELS AND MARKINGS SHALL BE ATTACHED ACCORDING TO Ell.FOR ANY UNGROUNDED PV SYSTEM,A LABEL READING: B REQUIREMENTS BY NEC AND THE LOCAL AHJ.THE AHJ MAY HAVE SPECIAL LABEL - B REQUIREMENTS BEYOND THE SCOPE OF THIS DOCUMENT.THIS MAY ENCOMPASS WARNING-ELECTRICAL SHOCK HAZARD.THE DC CONDUCTORS OF THIS PHOTOVOLTAIC LANGUAGE INCLUDING,BUT NOT LIMITED TO,THAT FOUND IN NEC ARTICLES SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED." 690.5(C),690.14(C)(2),690.17,690.53,690.35(F), 690.54,690.64(B)(7)and SHALL BE PLACED AT EACH JUNCTION BOX,COMBINER BOX,DISCONNECT AND DEVICE 705.10 WHERE ENERGIZED,UNGROUNDED CIRCUITS MAY BE EXPOSED DURING SERVICE. N10.INSTALLER TO FOLLOW ALL LOCAL JURISDICTION GUIDELINES. E12.INVERTER(S)SHALL CONTAIN A GROUND FAULT DETECTION AND INTERRUPTION - N11.ALL NEC REFERENCES SHALL BE DIRECTLY INTERCHANGEABLE WITH CEC DEVICE. REFERENCES. E13.ALL METALLIC RACEWAYS AND EQUIPMENT SHALL BE BONDED AND ELECTRICALLY N12.IT IS ILLEGAL FOR ANYONE UNLESS ACTING UNDER THE DIRECTION OF A CONTINUOUS. LICENSED PROFFESIONAL ENGINEER OR REGISTERED ARCHITECT TO ALTER ANY E14.THE POINT OF CONNECTION COMPLIES WITH APPLICABLE CEC/NEC. ITEMS ON THIS PLAN. E15.BACKFED SOLAR BREAKER(5)SHALL BE INSTALLED AT THE OPPOSITE END OF THE N13.THE ENGINEER HAS NOT BEEN RETAINED FOR JOB SUPERVISION. CIRCUIT OR FURTHEST AWAY FROM THE MAIN BREAKER. E16.ALL WIRE,VOLTAGES,AMPERAGES AND EQUIPMENT IS SIZED ACCORDING TO STRUCTURAL NOTES: TEMPERATURE DERATING AND LOCATION.' S1.MOUNTS ARE DIAGRAMMATIC AND EXACT LOCATION MAY CHANGE,BUT E17.ONLY COPPER(CU)CONDUCTORS SHALL BE USED.CONDUCTORS SHALL BE SHALL BE ACCURATELY SPACED. STRANDED OR SOLID WITH PROPERLY RATED CONNECTORS. C S2.MOUNTS SHALL BE STAGGERED WHEN NECESSARY TO EVENLY DISTRIBUTE E18.DISCONNECT SHALL BE WIRED SO NO BLADES ARE ENERGIZED LOAD AMONGST RAFTERS. E19.ALL MODULES AND RACKING SHALL BE GROUNDED VIA IRON RIDGE RAIL INTEGRATED CUSTOMER INFORMATION: S3.DO NOT SPLICE RAILS IN MIDDLE 50%OF SPAN BETWEEN TWO MOUNTS. GROUNDING(PLEASE SEE DATA SHEET)OR WITH TIN PLATED DIRECT BURIAL RATED LAY IN DIANE GRAY LUGS USING STAINLESS STEEL HARDWARE,STAR WASHERS,AND THREAD FORMING BOLTS 11 LARCH LANE OR WEEBS. CENTERVILLE,MA 02632 • E20.ALL EQUIPMENT SHALL BE GROUNDED,INCLUDING BONDING JUMPERS WHERE (508)776-2518/#1680362 NECESSARY ACROSS RAIL SPLICE PLATES TO BOND INDIVIDUAL PIECES OF RAIL. DESIGNED BY: REV#: DATE: PV-1.0 TM 1 1 06/15/15 suNCEvm ixc.ss PAANrcuN sr suireaiooAawNo,cA prim By.Mpminor Dote:O6115115 Lompon:O:lUsorsMprelnoAOuatloplCDN OCs,O,ryt60p]6P-Om4�Ony. TIESEORAIMNGS.SPEOIFIGiIONS,AND DESIGNS ARE THE PROPEHT'OF SUNGEWTY INC.NO PPAt SNALL BE COPiE00RUSEOFORORWITH AM'OTHEN wONI(OTHEHTWl THE SPECiFlO PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITIOIIT OUR WRiTfEN CONSENT 1 .. 2 3 4 5. .. MODULE SPECIFICATIONS SYMBOL KEY: .. (17)Hyundai HIS-M25ORG(BK) ® MOUNT - - - MODULE WEIGHT: 37.9 ------- RAIL T-T' - 1' MODULE LENGTH: 64.57 ———— RAFTERS MODULE WIDTH: 39.29- 16'6" - ROOF 1 SPECS ROOF iv -' RAFTER SIZE: 2X8 NOMINAL SETBACK - - RAFTER SPAN: I 1'-10" I RAFTER SPACING:1 16" Q SOLAR MODULE - ( I I FI(OOf 1') AQ2RA[Y 1 I I I d .I - - ROOF MATERIAL I COMPOSITE SHINGLE (D ....-'--®STRING CONFIG. : ARRAY 1 SPECS NUMBER OF MODULES: 10 A ®, SKYLIGHT - i I_ _� TOTAL MOD.WEIGHT(Ibs): 379 A 50.1 ®. CHIMNEY _ I /� ( (......�. I.....I.... :I .I ..I �_..._.� I - CONTINUE TO CONTINUE- ARRAY WEIGHT(bRACKING WEIGHT s)B)� 29.1 PLUMBING OR I (�9t/1 I "I I I I 1.I I I I I " V-4" ARRAY 1 FROM ARRAY 3 ARRAY AREA(sgfl): 176.2 ATTIC VENT �. ARRAY DEAD LOAD(Ibs/sgfi): 2.4 0 ATTIC VENT o - NUMBER OF MOUNTS 22 LOAD PER MOUNT(bs): 19.5 ARRAY AZIMUTH(') 1 160 ... ... __ -_ ARRAY NUMBER OF FLOORS ROOF 2 SPECS-1 I RAFTER SIZE: 2X10MINAL CONTINUE FROM O 2 Y 2 RAFTERSPAN: ARRAY 2 : RAFTER SPACING 1 16" 16'-3" ROOF MATERIAL.- COMPOSITE SHINGLE ' ARRAY 2 SPECS NUMBER OF MODULES 3 T 4" ... 1' .1',4" TOTAL MOD.WEIGHT(Ibs): 113.7 RRAY 1 LAYOUT 2 RRAY 2 LAYOUT RACKING WEIGHT(Ibs): 23.7 SCALE: 3/16"=1'-O" ARRAY WEIGHT(Ibs): 137.4 SCALE: 3116"=1'-0" ARRAY AREA(sgft): 52.9 ARRAY DEAD LOAD(Ibs/sgft): 2.6 .. .. NUMBER OF MOUNTS: 10 LOAD PER MOUNT(Ibs): 13.7 ARRAY AZIMUTH(-) 160 B . ARRAY TILT(') 37 B NUMBER OF FLOORS 1 ROOF 3 SPECS 1,-4„ 4" RAFTER SIZE: 2X8 NOMINAL . .. .... RAFTER SPAN: T-9" 101-101, RAFTER SPACING 1 16" '- ROOF MATERIAL: COMPOSITE SHINGLE ARRAY 3 SPECS .. .....1.......i t NUMBER OF MODULES: 4 i........ I TOTAL MOD WEIGHT(Ibs): 151.6 'RACKING WEIGHT(Ibs) . 29.1 ARRAY WEIGHT(Ibs). 180.7 ARRAY AREA(sgft) 70.5 CONTINUE TO RQOF{3 I I I °D' ARRAY DEAD LOAD(Ibs/sq(t): 2.6 . .. .. ARRAY 2 :- "00 NUMBER OF MOUNTS: 14 AIRA 3 I ( '� .�.....j. i LOAD PER MOUNT(Ibs): 12.9 .. SOLAR MODULE -' ARRAYAZIMUTH(°) 160 I I 11 A, ARRAY TILT(") 37 i I I I NUMBER OF FLOORS 2 IRONRIDGE XR1 L-FOOT I- - QMSE-LAG SHINGLE T-1" 6'-7" _ C COMPOSITE SHINGLE 4" 5" X 5/16"-LAG CUSTOMER INFORMATION: 2.5"MIN.EMBEDMENT PER RRAY 3 LAYOUTS -SHOFMI - SCREW 3 SCALE: 3/16"=1'-0" DIANE.GRAY 2X8 NOMINAL,16 O.C.(ROOF 1,3) � PAUL K. :ZACHER 11 LARCH LANE _ 2X10 NOMINAL,16 O.C.(ROOF 2) TRUCTURAL m CENTERVILLE,MA 02632 50100 (508)776-2518/#1680362 MOUNTING DETAIL /S6TE� 4 SCALE: NTSS/ONAL DESIGNED BY: REV#: DATE: PV-2.0 TM1 1 06/15/15 BUNDE—NC.66 FRANKLIN ST SUITE 310 DAKLAND,CA-07 By:MSrelnm Dum:M-5Lacntlm:C:wwnVn9—.6DnN CDN QC-1 -1600362 D-1,—y- THESE DRAWINGS.SPECIFICATIONS.AND DESIGNS ARE THE PROPERTYOFSUNGENTYINC.NO PARTSHALL BE COPIED OR USED FOR OR WITI ANYOTHERWORK OTHER THAN THE 6PECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OURWRITTEH CONSENT ELECTRICAL KEY: - MODULE ELECTRICAL SPECIFICATIONS (17)Hyundai HIS-M25ORG(BK) ft BREAKER SHORT CIRCUIT CURRENT(Sc): 8.7 �— SWITCH - .. OPEN CIRCUIT VOLTAGE(Voc): 37.4 O SCREW TERMINAL NOTE: OPERATING CURRENT(IMP): 8.1 m FUSE #8 GROUNDING CONDUCTOR USED FOR DC GEC&AC EGC PER ARTICLE 690.47 - OPERATING VOLTAGE(VMP): 30.9 SPLICE - -- - MAX SERIES FUSE RATING: 15 a EARTH GROUND - - STC RATING: 250 PTC RATING: 222 777 CHASSIS GROUND DESIGN CONDITIONS GEC HIGHEST 2%OB DESIGN TEMP(°C): 29 'EGC - - - MIN.MEAN EXTREME ANNUAL DB(°C): -16 A _ _ INVERTER 1 SPECIFICATIONS A . - SOLAREDGE SE3800A-US RATED WATTS(EACH): 3800 - - AC OPERATING VOLTAGE IV): 240 - - - - - AC OPERATING CURRENT(A): 16 NUMBER OF MPPT CHANNELS 0 INVERTER EFFICIENCY: 0.98 - 100A MAIN BREAKER INTEGRATED DC DISCONNECT ... (3)#10 THWN-2 (3)#10 THWN-2 (3)#10 THWN-2 INVERTER 1 INPUT SPECIFICATIONS (2)#10 PV-Wire (2)#10THWN-2 (1)#8 GEC (1)#8 GEC (1)#B GEC - '' NOMINALCURRENTPER STRING(Inpm): 12.1 (i)#10 EGC (i)#10 EGC 3/4'EMT - 3/4'EMT 3/4'EMT NOMINAL VOLTAGE(VnomJ: 350 FREE AIR 314"EMT - - MAX SYSTEM VOLTAGE(VIT-): Soo METER MAX CURRENT PER STRING(Imax): is (E)LOADS MAX INPUT CIRCUIT CURRENT(Imax): t5 (N)SE3800A-US: AC DISCONNECT, INVERTER W/INTEGRATED 30SIBL (E)LOADS DC DISCONNECTS NON-FUSIBLE,C-H (E)125A Crouse Hinds MSP DG221URB 1 STRING OF -AC METER 20A 2P 240V 2P 3-W 1U3 17 MODULES OPT.CURRENT=12.14A DC OUTPUT LOAD LINE - - - - INVERTER yC\1\ - B ` B GEC IRREVERSIBLY SPLICED TO EXISTING GEC OR BONDED DIRECTLY TO EXISTING GROUNDING ELECTRODE MIN.NEMA3R UL LISTED JUNCTION .. BOX WITH 90°C TERMINAL RATINGS - LOCATED ON ROOF C Inom=(17 x 250W)/350V=12.1A CONDUIT ELEVATION:1/2 TO 3-1/2"=22"C 17 MODULES TOTAL OPERATING VOLTAGE=35OVDC(REGULATED) HIGH AMBIENT TEMPERATURE:29"C 17 x 222(PTC WATTS)x 0.98=3699 CEC WATTS -; CUSTOMER INFORMATION: EXTREME LOW:-16°C DIANE.GRAY 125 x 1.2=150 ROOFTOP AMBIENT TEMP(Tcorr):51"C=0.76 SE380OA-US MAX OUTPUT CURRENT=16A 150-100(MCB)=50A CONDUIT FILL(Cfiil):1 BREAKER SIZE=16A x 1.25=20A=>20A 11 LARCH LANE MAX ALLOWABLE AC PV BREAKER=50A CENTERVILLE,MA 02632 CONTINUOUS USE=Imax"1.25=15A (508)776-2518/#1680362 CONDITIONS OF USE=Imax/Tcorr/Cfill =15A/0.76/1=19.74A CONDUCTOR SIZE FOR 19.74A DESIGNED BY: REV#: DATE: INSTALLATION SHALL USE MIN.#10 AWG PV-3A TM 1 06/15/15 SUNOEV INC.66 F—UN ST SUI 310 OAIO.AND,CA N607 BY.M9.1—Dol":O6N5/I5L"mIM:L:1Ua"nMpnln"AOmMOPICpN OCSIGrey I6B0362I,,IGmy- MESE OMWINGS.SPECIHCATIONS.AND DESIGNS METRE PROPERTY OF SUNOE WINC.10 PART SHALL BE COPIED OR UBED FOR ONWM ANY OMENMRK OTHER THAN THE SPECIFIC PROJECT FORYMICH MEY HAVE BEEN DEVELOPED w7MOU1OUR w0.1T7Ery CONBE.T 1 2 3 .. 4 5 NEC 690.5(c) - NEC 690.31(E)3&4;2012 IFC 605.11.1 -._ .. .INTERACTIVE PHOTOVOLTAIC POWER SOURCE PLACE THIS LABEL ON INVERTER(S)OR NEAR PLACE ON ALL JUNCTION BOXES,EXPOSED RATED AC OUTPUT CURRENT(A): 16 GROUND-FAULT INDICATOR(ON INVERTER(S)U.O.N.) RACEWAYS EVERY 10'AND T FROM BENDS AND PENETRATIONS,ADJACENT TO THE - NOMINAL OPERATING AC VOLTAGE(V): 240 —� MAIN SERVICE DISCONNECT AWARNING INVERTER 1 DC DISCONNECT A>t�/�r1J� e � �M/��+ PHOTOVOLTAIC SYSTEM DISCONNECT V►1,J! IL11`\41�\��JI RATED MAX POWER POINT CURRENT(Imp): 12.1 q ELECTRIC SHOCK HAZARD. RATED MAX POWER POINT VOLTAGE(Vmp): 350 A IF A GROUND FAULT IS INDICATED, - PHOTOVOLTAIC POWER NORMALLY GROUNDED CONDUCTORS -- - - - MAX SYSTEM VOLTAGE(Voc): 500 MAY BE UNGROUNDED AND ENERGIZED SOURCE - - SHORT CIRCUIT CURRENT(Isc): 10.9 NEC 690.17(E) NEC 690.35(F) PLACE THIS LABEL ON ALL DISCONNECTING PLACE THIS LABEL AT EACH JUNCTION BOX,COMBINER BOX,. MEANS WHERE ENERGIZED IN AN OPEN POSITION DISCONNECT AND DEVICE WHERE ENERGIZED,UNGROUNDED — CIRCUITS MAY EXPOSED DURING SERVICE: AWARNING AWARNING ELECTRIC SHOCK HAZARD: DO NOT TOUCH TERMINALS ELECTRIC SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD THE DGCONDUCTORS OF THIS SIDE MAY BE ENERGIZED IN THE OPEN PHOTOVOLTAIC SYSTEM ARE UNGROUNDED POSITION AND MAY BE ENERGIZED - - NEC 705.12(D)(2)(b) PLACE THIS LABEL AT P.O.C.TO SERVICE B B DISTRIBUTION EQUIPMENT(I.E.MAIN PANEL(AND NEC 690.56(c) SUBPANEL IF APPLICABLE)) PLACE ON RAPID SHUT DOWN DISCONNECT WHEN RAPID SHUT DOWN IS INSTALLED �AWARNIN6 - o 0 0 �b'�U ►D a -- o INVERTER OUTPUT CONNECTION O O DO NOT RELOCATE THIS OVERCURRENT DEVICE NEC 705.12(D)(3) PLACE LABEL ON ALL EQUIPMENT CONTAINING OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER TO A BUSBAR OR CONDUCTORS SUPPLIED FROM MULTIPLE SOURCES. A CAUTION CONTAINS MULTIPLE POWER C SOURCES - - CUSTOMER INFORMATION: DIANE GRAY 11 LARCH LANE CENTERVILLE,MA 02632 (508)776-2518/#1680362 DESIGNED BY: REV#: DATE: PV-4.0 TM 1 06/15/15 SUNOEVT'INC.66 FRNHHUN IT SUITE 0t0C—D•GSa60l BY-9.1w THESE DRAWINGS,SPECIFICA—S,AND DESIGNS ARE THE PROPERTY OF SUNGEVITY INC.NO PART SHALL BE COPIED OR USED FOR ORwITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT - www.hhi-green.cpMsobr/en- .. . M n n�y/��nI p gyp; Electrical Characteristics W 11 11, II 11 11 a I Poly-crystalline Type I — 111111///YYYII Y 11��11.IIINLLII�WWAVVI ... . 11 MIS III 11�1// ��y/A��r� ('r/�_�Jlr1f�1111/{`�'►Jr1�11 ®'��Y ■:V"Y®�Y:�Y�e..... ...... .. - No I W.(PmPPI ...... W ]95 ' l50 155 Vok g 1P K(VmPP) V - 30.7 - f 30.9 — 312 �Ope circuit ka e1Voc) d V '" �3].3 3J.4 3].6 _Hyundai Heavy Industries was founded in 1972 and is a Fortune 500 company.7he company employs more than 48,000 people,and has a global g leading 7 business divisions with sales of 51.3 Billion USD in 2013.As one of our core businesses of the company,Hyundai Heavy Industries is shoo circuit current OvC) A 8.5 e.] 8.8 committed to develop and invest heavily in the field of renewable energy.Hyundai Solar is the largest and the longest standing PV cell and Outputtolerance_ _ _9i .3/-0 module manufacturer in South Korea.We have 600 MW of module production capacity and provide high-quality solar PV products to more than N, f n&connec Ipns Pc' _ 60 1.series � Cell type 6 Poly<ryst III sdlmn 3,000 customersworldwide.We strive to achieve one of the most efficient PV modules by establishing an R&D laboratory and investing more '.% lso' ts3 15.6 than 20 Million USD on innovative technologies. Mci efficiencyc --•+.- +r--.-.-.+.�i11.>r''��+'.�.',-- ++ WK Te W Temperature ffi i t fV inut of pP %K^ 4,32 ... ... .. .. .:. Temperatureffi 1 fl... %K 0048 Poly-crystalline Type -- --._�.� ______.___ _.._..._______�-- Blaick-Black HiS-M245RG(BK)IHiS-M250RG(BK)IHiS-M255RG(BK) xnna,+aals mama,tlTerle°m+mnsl.abwaumayD<nyd IromP+a,n ...! .. .. • -cry yP .... Mono (BK)I His-5260RG(BK)I HiS-526 Mono-crystalline Type I ' Mono-c s4allineT e RG-Series 5RG(BK) Npmnal output(Pmpp) W 266 260 265 .. Mechanical'Characteristics " voltage atPnnsXWrppi _ _v' a,.o" "'"�'"""`"""a;1 "'"""" 31.3 _ . -__"... v ... 8.4 85CuenaP-0,nPp) � 998 mm(_39.29(W).x.1b40 mm16_ 4 S7-)(L)x 35 mm(1.38'I(H) r Open voltage lV ) _.._ ___ —_3],8�379 _ 38.1 i V A 17.2k (379lbs) R Sh n 8 tli ) A 88 89 90 - L�IS'L�kYtFJ3�Y PP r 9 ..� "...a :.-.� ..r-Outpurt 1 t..�IfYLS�ItL�' 60cells In series(6 x10 matrix)(Hy ndal cell,Made In Korea) Np f Its&C rrn,ct°ns P s -, 60 4mm'(I 2AWG)cables with polarized.weath proof connectors, _ - • .. Cell type _ _ - 6 M ocry t II h[on IECcertified(ILL listed),Length 1.0m(39.4) .. _ --Module eific—ty .-. %a 4 - ts.6 t59 161 �IP68 weatherproof,IEC certified(ULllsted) _ - - Temperature Coeffid fP Pp %R C�'�'v.."-0.45� 3 bypaLs diodes to prevent pcn�eer decrease byp talshade Temperarurecoec (V %/K -033 -0.33..,---•.__I -033 ffir�^•"�"�'^°r0l)33 �.- 003 Front;High transmission low Iron tempered glass,28 mm(0.11') �� :Te P recoeffic [ fl %K 0.032e �� '— Encapsulant EVA Back Sheet:Weatherproof film(Black color) " - _r A �,. -.. - - �Alltl SIC(SlaMartl Tesl Condit ons).b etlala rtay be clargxd llwulp-o+not ce. Clearanodized aluminum alloy type 6063(Black color) ' - ---'— Module Diagram I IN Curves I High Quality - •IEC61215(Ed.2)and IEC61730byVDE - •UL listed(UL 1703),Class C Fire Rating .. - •Output power tolerance+3/-0% - - •150 9001:2000 and ISO 140012004 Certified •Advanced Mechanical Test(8,000 Pal Passed(IEC 61275) - /Mechanical Load Test(40 lbs/1`0 Passed(UL) - § - ` •Ammonia Corrosion Res stance Test Passed •IEC 61701(Salt Mist Corrosion Test)Passed Fast and Inexpensive Mounting s •Deliveredreadyforconnect - $ R - •IEC(UL)certified and weatherproof connectors $ tszRIM C c •Integrated bypass diodes Limited Warranty A m•I st year.97% - I Installation Safety Guide l "- •After 2nd year:0.7%annual degradation '. _. .' ag Ct2•"„""`.1 -Only qualified personnel should install or perform maintenance. :. - DC esC 80.2%for 25 years - "f -Be aware of dangerous high DC voltage. _DC6WV(U ., -Please refer to the Hyundai Limited Warranty for more details. - - -Do not damage or scratch the rear surface of the module. DC600v1UU, _J m lmp°rMnt Notice on warranty •Do not handle or install modules when they a re wet, - 15A The wanamks a 9y COY to the W m°dules wish H,ndzi 11.a lnd,,nies C.,Ltd's - - - - loynhli°wnbelow)a Ip+°ducls ,I nu+nl+el on ll. _ IRirned oa+e:al°bei solal �E a®.�� , p r. AHYUNDAI Q � , 6Ia&nedaun9 AHYUNDAI `+..,at e v ,HEAVY INDUSTRIES. , _ 2 R..2-2-7 161dg,7s,2 56 1 .o-gu,5e&7675]93,Korea TI ie2-]-]a6-4s1]]a22.]s63 r..+82.2-/46-]6]s .HEAVY INDUSTRIES AHYUNDAI' HEAVY INDUSTRIES CO.LTD. .. www.hhi-green.com/solar O F COMPLIANCE Certificate Number 20141021-E325005 Appendix)Module Installation Instruction(HIS-MxxxRF,HIS-MxxxRG,HISSxxxRF,HISSxxxRG(. - Report Reference E325005-20131209 The installation methods which are described in Hyundai Heavy Industries installation Manual are .Issue Date 2014-OCTOBER-21 covered by.2,400Pa Warranty. Method` 2400 Pa 5400 Pa Issued to: HYUNDAI HEAVY.INDUSTRIES CO LTD 1 5 DAEJANG RI SOI-MYEON EUMSEONG GUN Bolting. Long ear CHUNGCHEONGBUK-DO.369-872 KOREA i a i a This is-to certify that. .:PHOTOVOLTAIC.MODULES AND PANELS representative samples of t -HiS-SxxxRF,HiS-MxxxRF,HiS-SxxxRG and HiS-MxxzRG Series with specific construction described in installation- L/4 instructions compliant to Photovoltaic Module Fire. ° Performance TypeA" ±100mm Have been investigated by UL in accordance with the L/2 jr Standard(s)indicated on this Certificate: Long Bar Clamping :. .. Standard(s)for Safety:: :UL.1703"Standard for Safety for Flat-Plate Photovoltaic. l Modules and Panels", ❑:Clamping area - L l - - ULC ORD/C.1703.01"Flat-Plate Photovoltaic Modules and-° 11:Additional ;' Panels",.. support bar ... Clamping Area 51J4 area L/8 i/4 Additional Information: See the UL Online:Certifications Directory at ❑:Additional. ,.. L .. .. .. - - www.ul.com/database for additional information- Clamping area ..... .. .. ..„ for slipping U8s Clamping Area 5U4 snow t 00mm. Only those products bearing the UL Certification Mark should'be considered as being covered by UL's' . Certification and Follow-Up Service. - _ L/2 .- _ 'Si4 Look for the UL Certification Mark on the pro du S/4ct. Short Bar S - Clamping Area.<_S/4 - L .. ... .. S/8s Clamping Area sS/4 - - Note 1)The certified mounting method is bolting method by TUV Rheinland. 2)The Mounting method has been qualified by Hyundai Heavy Industries,and the mechanical load tests are based onlEC61215,ed.2. UL .. tO Sales Offic e _ -Page 15 of 15 Factory 12th Ft.,Hyundai Bldg.,: 313 Soo-ro,Sol-myeon,Eumeeong-gun, Page 1 of-1' 75,Yulgok-ro,Jongno-gu, Chungcheorigbuk-do 369-872.Korea Seoul 110-793,.Korea .. ... .. .' _ _ solar No 0 0 Single Phase Inverters for worth America s o l a r G� SE300DA-US/SE380OA-US/SE5000A-US/SE6000A-US/ RM —a' SE7600A-US/SEt0000A-US/SEI1400A-US ,. ,.. SE3000A US SE3800A US I SE5000A-US. SE6000A-US I SE7600A US I SE10000A US SE11400A US� OUTPUT SolarEdge Single Phase Inverters Nominal Ac P O tp t 3000 3800, S000 6000 7600. I999000�208V 11400 VA .I................... • Max.AC Power output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA For North America5450. 2aDy... �o95D��4o�.. ..... ....... @. . AC Output V It ge Min Nom.Max'I ♦ ..183 208 229 Vac J ✓ S.B.000A-US/S.E3800A-US/.SE5000A-US/.SE6000A-US 7: .............."....." ••. .. .... . •21 -tp t Voltage M n.Nom:Max!' J J J ✓ J J SE7600A US/S.Et0000A US/SE11400A US 211 d"° 264 Vat ............ ...................... ... ........... AC F q ency M n..Nom;Max", 59 3 60'60 5(with HI country 5' -57;60 605) - I/z - Ma.Contin o sOutputC12.52A @ 208V 48 @ 208V n[ 18 25 I 32 47 5 -A ...... .... ... - ....... ..21 @ 240y'.'.. ....... . ....�2,@.2apV:.. .............. .. GFDI Thresh Id 1 A Ubl'[y Monit oring,IslandingP t ti 'County Configurable Thresholds VW Y ' INPUT Maxmum DC P ISTCI 4050 5100 67 0 8300 302$0 1350015350 W .12� Transformer less,Un�round tl Y '- i �w N I PtV Its 00 Vd ._ ... ....... j ; 'p tNBttw•-•�� - OC I P t V It Q- ...,,,., 325 @ 208V/350 i 240V.,.., - Vd l - MaxInput N g5 I 13 165@208V 18 23 33@208V 345 Ad ao\ - 1.. ... .....I.15 SA240y.I.. ..I..30 5 24pV..I............. ..... ! .... ... In Put Short Crcu[Current ..... ... 45 .................................................... ......... ... .... ................ Adc ... ...: ............... LY.Pro[ection..: ........ .. Y ............................ .. .. G d F It Is ti D tection 600kn S ti ty .. } R 977 982 983 983 98 98 98 % ,. CCC Weighted Efficiency 97 5 I ...98 97 �9208V , 98 @ 240V 95 2 ghthme Power Consum peon 2.5 4 W ° -ADDITIONAL FEATURES Y Supported C ti I t f - RS485,RS232,E[hemet.Z;�eee(pti I). - _ - Revenue 6 d D t AN51 Cl2 1 - Opn I I I • Rapid Shutdown Shutd -NEC F n Ily enabled when SolarEdge..._...i_ raPd shutdown t is,rsta STANDARD COMPLIANCE _ ..t u,,_ ,isp: • safe[Y., .••.. ., UL7741 U !in9 '.UL1998,'CSA 22.2............ ,,,, ,,,,,,,,,, ..... x Grd Connecho Standards ICEE1547.... .........•. .,,.•..,,.•,.„• .,.,. e l�1 :. Emissions FCCP ar[IS class B _ ^INSTALLATION SPECIFICATIONS .AC Ru LF t d t sl e/AWG 3/4 m '/166AWG............. - 3/a /83AWG ... .• f DC'input conduit size/8of-t Its 3/4. /12 strings ' 3/4 /12 strings/1fi6AWG ... .... ........ .... lA 6AWG 1 et ..... Dimensionswith S,f tVSwteh ... .: ...:. 30 12.5 10S/... .in4 305 125 7.Z/775n 315x184 '"'R•• .. (IixWxD)........ ... ... ........... ........... ... .......... x,260..... min.... . .....512/23.2,.,.,,,I• ,., •. •, _547/24.7 .. a%401 .,,, Ib/,kg,. con—Lon - - - Coaling Natural Convection - and internal Fans(user replaceable) fan(user The best choice for SolarEdge enabled systems :........................... . eplaWabie) .... ... .......... . ... _ No Se ............... ....... .25.... ... 50.... ..... .. dBA... - -13 to+140/-2S 1o.601-10 to.60 version avalabla"') ''F/-C + integrated arc fault protection(Type ll for NEC 2011 690:12 compliance Min.-M..operatingremperamm SuperiorEfficiency(98%) _.Rang? ..... ..................... ................................................. .......... ......... ... ..... ....... ............... ....... P t ctio Rating. ..., NEMA 3R: - �•Small,lightweight and easy to install on provided bracket - .. ' '- 'wr+m<„<® m+as w<s.e<P�,a«mmreaar.�oP«r- . ynnanor.g.d. :Sn«n2wI —NMRaa4,.. Built-in module-level monitoring' - - - - "a«<n�<ar+a<m.<„«Pin stx.w us000nnaz p«soo «srvsoon usaa:nxau . R.rid 1-d—H,PM:SOM Me st «sttsoaauso4znNu+1. . Internet connection through Ethernet or Wireless Outdoor and Indoor installation - - -- - ... - .. .. ... •� - ... 1 Fixed voltage inverter,DC/AC Conversion only 2 Pre assembled Safety Switch for faster installation , -w Optional-revenue grade data,ANSI C12 1 ,_. ...•. ^ aunsatc USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAE.L � WWW;SOlaredge'.u5 � ' AUTHORIZATION TO MARK AUTHORIZATION TO MARK This authorizes the application'of the Certification Mark(s)shown below to the models described in the Products) Product: Solit Interactive Inverter Covered section.when made,in accordance with the conditions set forth in the.Certification Agreement and Listing -Brand Name: larEd e .. Report. This authorization also:applies to multiple listee model(s).identified on the correlation page of the Listing 7 models:SE3000,SE3300,SE3800,SE5000,SE6000,SE7000,SE7600 Report. -Models:. (Option:followed by A to indicate'.Interface board,etc.) This document is the property of Intertek Testing Services and is not transferable.The certification mark(s)may be applied only at the location of the Party Authorized ToApply Mark. Applicant: SolairEdde Technologies Ltd - Manufacturer: Jabil Circuif(Guangzhou)LTD DEV EAST DISTRICT - - 6.Ha'Herash Street 45240 .. 128 JUN CHENG RD .. - _ Address: Hod Hasharon Address: GUANGZHOU GUANGDONG 510530 CHINA - - Country: Israel Country: China 'Contact: Mr., or Contact: Elaine:Ouyang Mc.Meir MeirAdent desG - . Phone: +972.9 957 6620#293 or Phone: 020-2805-4025/'135-7023-5852 - - - - - - +972 9 957 6620#131 FAX: +972 9'957 6591 - FAX: NA Email: OREN.B@SOLAREDGE.COM Email: Elaine.ouyang@jabil.com - - - Party Authorized To Apply Mark: Same as Manufacturer - Report Issuing Office: Cortland,NY 13045 - Control Number: 4004590 Authorized by: ..for Thomas J.Patterson,Certification Manager .. - E1� us L_ Inte_rtek This document supersedes all previous Authorizations to Mark for the noted Report Number. - Thls Aulhoriaadon W Markisbr lheo=Imiw uao of lntedexs Client Ind P—dod pumu.ntln in,Unificati.n.promo inn—,lnInnnk.nd ib Ghent.brtedok'e reaponsldl8yard Imbility.r. limited In the room and coM .of the agraemont.Id k...-m tiabiln,w m party.other Von b Vre Giant in accortlarre w Vw opr.—,I,n,bu,expense or Camago o nion.d by Me—&Mls AUVfodxaton to Mark.Ony-Client is.uMoriaed in pemlit w,,mgor distritnn,n of this AuM.riaadon to Ivin. In-onyinks'engrety.Use&Int.dek's Certification market resblct.d to thn coM IaW out in Ne agaM in Nu AWIa,Q ,to Nark.Any.—ruw./WIM-1,mire(or-sale oradveWsement of-tested naWri.l,product Mc. 8mt ba.pp—.in writing by IMedek.Inlliol Factory Asuu--Follow up Sory ere in,Me purpose ol.uudng appropriate usage of V,o CeNgoation mark in acwrdanca with Me agreement,doy are Prot for the purposes of production Qualhy co lend do mtroIi—the Ginn.hnr..Ig.t.In thk respect. ... .. .. Ihtertek Testing Services NA Inc. - - 545 East Algonquin Road,Arlington Heights,IL 60005 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 .. . UL 1741 Standard for Safety for Inverters,Converters,Controllers and Interconnection System - - - Equipment for Use With Distributed Energy.Resources,Second Edition Dated:.January 28,2010 y .. ... .. CSA.C22.2.107.1 Issue:2001/09/01 Ed:3.General Use Power Supplies -(R2011). - Standard(s): UL SUBJECT 1699B,Outline of Investigation:for Photovoltaic(PV)DC Arc-Fault Circuit Protection.-Issue - - No.2,2013/01/14 GSA TIL M-07,Interim Certification'Requirements for.Photovoltaic.(PV)DC Arc-Fault Protection-Issue No..1,2013/03/11 ATM for Report 3188027CRT-001a Page 1 of 8 ATM Issued:13-Nov-2014 ATM for Report 3188027CRT-001a Page 2 of 8 ATM Issued:13-Nov-2014 ED 18.3.15(14am13)M.—Inq ED 1..3.15(11mn13)W..., 3933 US Route 11 - Cortland,NV 13045 Telephone:(607)753-6711 Facsirnile: (607)756-9891 —intertek.coin SolarEdge Technologies Ltd Letter Report 101703554CRT-001 June 20,2014 Letter Report No.101703554CRT-001 June 201M1,2014. Project No:G101703554 3-,ph Inverters: Mr.Meir Adest Ph:+972.9.957.6620 o SE9KUS/SE10KUS./SE20KUS when the.SolarEdge rapid shutdown cable labeled"MCI-CB-xxxxx- SolarEdge Technologies Ltd email:meir.a@solaredge.com 6 Ha'Harash St. x"which is part of kit SE1000-RSD-xx is installed in the inverter Safety Switch where xxxxx-xx is HOD HASHARON,ISRAEL any number;inverter part number may be followed by a suffix Subject: ETL Evaluation of SolarEdge Products to NEC.Rapid Shutdown Requirements This letter report completes lhis.portion of the evaluation covered by Intertek Project No.G101703554. Dear Mr.Meir Adest, If there are any questions regarding the results contained in this report,or any of the other services offered by This letter represents the testing results of the below listed products to the requirements contained in the following Intertek;please do not hesitate to contact the undersigned. standards: Please note,this Letter Reportdoes not represent authorization for the use of any Intertek certification marks. National Electric Code,2014,Section 690.12 requirement for rapid shutdown. Completed by:• Radhe Patel Reviewed by: Howard Liu I This investigation-was'authorized by signed Quote 500534459 dated 06/10/2014.Rapid shutdown test were Title; _ ,Engineering Team Lead Title:. Staff Engineer perform at SolarEdge Technologies Ltd,6 Ha'Harash St HOD HASHARON,ISRAEL and witness by Intertek 2t �y/,yam personal on 06/17/2014. Signature: ., � --�—• Signature The evaluation covers installations consisting of optimizers and inverters with part numbers listed below. _ ;Date ,.June 20 ,2014 .... ..:,Date:_ .�.June 20 ,2014 The testing done has verified that controlled conductors are limited to:not more than 30 volts and 240 volt- - amperes within 10 seconds of rapid shutdown initiation. - Applicable products: • Power optimizers; .. o PBxxx-yyy-zzzz;where xxx is any number,0-9,.up to a maximum value where xxx=350;yyy could be AOB or TFI;and zzzz is any combination of four letters and numbers. o OP-XXX-LV,OP-XXX-MV,OP-XXX-IV,OP-XXX-EV;where'xxx is any number,0-9. o Paaa,Pbbb,Pccc,Pddd,Peee;where aaa,bbb,ccc,ddd,eee is any number,0-9 to a maximum upto aaa=300,bbb=350 ccc=500,ddd=600;eee=700.. o Pxxx;Pyyy,Pzzz,Pmmm,Pnnn and P000;where xxx,.yyy,.zzz is any number;0-9 to a maximum _ - up to xxx=300,yyy=350,zzz=500;where mmm,nnn,:000 is any number,0-9 to a maximum up to mmm=405;nnn=300,000=350 is 1-,6,h Inverters: _ .... ... o SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/SE7600A-US/SE10006A-US/ SE1140OA-US when the SolarEdge rapid shutdown cable labeled"MCI-CB-xxxxx-x" which is part _ of kit SE1O00-RSD-xx is installed in the inverter Safety Switch where xxxxx-xx is any number; inverter part number may be followed by a suffix Pagel of This mpon is for tm axclue a use o1lMeneKs CIIOM arM is pmid.pu wm to tb ogroomonl between Intorbk aM its M1W IMenek's rasponaWlby p IWWiIy are Ilmk.b tb terms- end mMkbm fl agras—Intertek ass a m liability w ony parry.mi,rtbn t,b•Client inacmrd whh Ma ograamaM,for ony lass,expense or dame,.occasioned by Ne use _ of tms report,only the Client is aNbrlx.b Pe-if—iry or di.db—or tide rep.and m.'only in ifs a the IMerkk mma or one of Ib merle b,the Pole or .....—Id the bsfed material,Product or--must first bo approved.in wribng by IMenok..Tho o Wervabns mM bet results In fbls report ore relevant dy bn a p tested.TNs ropon by itself does ml imply tbt the mobdel.pi tlu ab—lsor hes ever been under en—itek cenirmbon mg,- ® :O E� 9 <* ",BwweoA..aB Page 2 of 2 to Intertek.. Intertek Intertek. Intertek In 1_ek. Intertek Intertek Testing Services'NA,Inc. So 12.1.2(11/11110)Informative Intertek Testing Services NA,Ix. So 12.1.2(11/11/10)Informative solar - o o solar - SolarEdge Power Optimizer Module Add-On for North America p P300 /.P400 / P405. SolarEdge Power Optimizer ___.._..........._ _ ,- P300, P400 P405 f - Ifor 6Pcell modules) lfo]2896 II odulesl ,for Min filmm d I I Module Add-On For North America INPUT _ — Rated In ut DC Powerl'I 300 400 405 W P„ P300 / P400 / P405 Absolute Maximum Input Voltage .,lVoc at lowest rein erature - 48 80 125 Vtic ... P .....1.......... ,:....... o MPPT Ope anng Range.............. :.......B..48...,,. _ 8 80_......... .... .....12.5.105 .... _ Maxmum Short Clrcmt Current(Isc) ......................_ 10 Adc .. .... .. - Maximum DC In ut Current 12 5 Adc . . Maximum Effiaency .......................................................................... 99:5 ... ................................... .qb. Weighted.EffiaencY... ............. ... . ......................... 98:8 .. %.... ...... ..... ........ ..... . Overvoltage Cate or II OUTPUT DURING OPERATION POWER OPTIMIZER CONNECTED TO'OPERATING INVERTER) MmMtT0utputCurrent.............. .............15................ ... ........ ..........Adc .. "` .Maximum Output Voltage - 60 I 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) + s Safety Output Voltage per Power Optimizer STANDARD COMPLIANCE ..... f. .. 14ti-1 _EMC - FCC Part15 Class B IEC63000 6 2 IEC63000�63- ......... ... .. A'; Safety - IEC62109 1(class II safety)UL3741 ..._. a .................. .. .., � Yes :.. INSTALLATION SPECIFICATIONS J0 t ° � Maximum Allowed System Voltag ,,,,1000, Vdc _` a ' Pxxx 2series 14Ix212x405f 555 x 834x159 min/m -.� •• ,,, -' Sx5x15Dlmensons(w Lx H) Pxxx Scenes 128x752x 27 I 9 ... min/m 9 D. Sx 597 x.18...... : _. - e. ,. . Pxxx 25enes .,..,._ ,•. 950/21 0r5 ...r,/.Ib_. _ Weight(including cables) Pxxx 5 series .. 1.7 .�, 930/2 05 930/2.0 gr/Ih . .. ...................................60..,MC4 O tput Wve Type/Connector Double Insulated Amphenol 9.......... ........... 3:�.: ..... I..... .: .12/39:..... .... ..........:....mph.... Ope anhP Temperature Protection Rating IP65/NEN1A4 „.•.....,.... ,.•...... ......... .. - .. ...:. ..... .... ....... . ......IP68(NEMA6P...................................... ...... .. .....sO.. -- mRrtea STG.....of rM1e moaue M.tlule of up,.•54 powerm eanceabwed: - � yPV SYSTEM DESIGN USING, SINGLE PHASE :THREE PHASE208V THREE PHASE 480V . .� .. ._ .... A SOLAREDGEiNVERTERPI......- .. .. PU, ower optimization at the module-levelg 1D 18 P P ring length................. ................ ...... ..... ... .............. ...... StringMinimum -Up to 25%more energy.. ... .�. ......... ...........525.fJ......... ... ................ 6000 .. .. ..........12750 ,..w.... (Power Oph '(Mower OlpPm zS.Pef...,. .. . Superior efficiency(99:5%) _ - - Paral el Strings of Different Lengths Yes . Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading _ - or Onentanons .... ,,,,,, „, .............. ... ..........„ ,,,,,, ...... ........ ........ .: c.�uneulww.romp.paoswrcn.ioo/.nsa/p<ao/p611R/ �p�p:r.mR .:.... L... - '�•Flexihe:system design for maximum space utilizatioh � •, ',. ..Fast installation,with a single bolt { Next generation maintenance with module-level monitoring { Module-level voltage shutdown for installer and firefighter safety 0 'USA - GERMANY ITALY PRANCE JAPAN'- CHINA - ISRAEL - AUST RALIA WWW:SOlare Cfge'.us _ old IRON RIDGE ROOF Mount System AUTHORIZATION TO MARK •.>4+ fThis au(honzes the application of the Certification Mark(s):shown below to the models descnbed.in the Product(s)j Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing j !'Report.This.authorization also:applies to multiple:listee model(s)identified on the correlation page of the.Listing i .. i Report. I{ I This document:is the property of lntertek Testing:Services and is not transferable.The certification mark(s)may be! f a - ;,applied only at the location of the Party Authorized To Apply Mark. Applicant: IronRidge,Inc. Manufacturer: IronRidge,Inc. *m... - .. .. 1495 Zephyr Ave -Address: Address: 1435 Baechtel Road Hayward,GA 94644 Willits,CA 95490 Country: USA Country: USA Contact:, Yarn Schwarz ...... Contact: Jim Norsworthy Phone: (800)227-9523. Phone: (800)227-9523 .. (510)225-0973 .. FAX: (707)459-1833 FAX: (71F7)459-1833 Email: yschwarz@ironridge.com Email: jorsworthy@ironridge.com r�;� Party Authorized.To Apply Mark: Same as Manufacturer I( Report Issuing Office: Lake Forest,CA ��' x ^^^%• '` Control Numb Authorize y C Number:: 4007559 d b for Thomas J.Patterson,Certification Manager:. AT Us :Built for solar's toughest roofs.: lntertek This document supersedes all previous Authorizations to Mark for the noted Report Number. IronRidge builds the strongest roof mounting system in solar.Every component has been tested to the limit nm^p,�ia^m Mirk m ma akap Npw a ^ p �aa a�ammm°� raw ^ °a^mm a" ��w pw v&a a aim eneeamrnemm,a aw cmammama ap,aamam.m amarmapv panr oma.mapmuaaam u,°o:«oance vim as aamam.m aro too.o.po^op ea oaacaMppae and proven in extreme environments: WrsgCON n me a8aameetl ariamms FNMirAunmMalc Anym^ sett^e nmrmk nampfw ma as@waM°Numem old^e memU material pmEucto cen[e u M1 tips Mrvwplry Y Fapry Assaamend aim FotlwwServma.. purp�e Nassun,p appoP�aR uaapedaro Ce,temton rtMM nawvrUart°r.M iM1e apreanmt, Our rigorous approach has led to unique.structural features,such as curved rails and reinforced flashings,and aYaa mm map p mpm^�p^,pa^Y�m a^da°w,a °m c mat^<p°ma p.mma,a per. is also why our products are fully certified;code compliant and backed by a 20-year warranty. lntertek Testing services NA Inc. ... .. 545 East Algonquin Road,Arlington Heights,IL 60005 Telephone800-345-3851 or 847-439-5667 Fax 312-283-1672 Strength Tested PE Certified UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate All compon Standard(s): Photovoltaic modules and Panels,Issue Number:1,October 4,201.0 j ents evaluated for superior Pre-stamped engineering letters ��►► structural performance. ��:// available in most states: Product:- xR Rails with Integrated Grounding. Brand Name: N/A Models: 51-61GD-005,51-81GD-005B,51-5000-001;and 51-65-001 F67 Class A Fire Rating Design Software Certified to maintain the'(ire.resistance. Online tool generates a complete bill of rating of the existing roof. materials in minutes. Integrated Grounding 20 Year Warranty.. UL 2703 system eliminates separate Twice the:protection offered by module grounding:components. competitors. ATM Issued:10-Nov ATM for Report 10 1541132 LAX-002 Page i of 3 . En 1G 3.15(1Jan131 Man0emN 0 /ld IRON RIDGE Integrated Grounding System Installation Overview Install Roof Attachments e Simplified Grounding, , install appropriate roof flashing and/or standoff for roof type. For Greater:Safety& Lower Cost _ Attach L-Feet to flashing or standoff, l Traditionally,solar modules are grounded by attaching lugs,bolts or clips to the module frame,then connecting Prepare Rail Connections these.to a copper conductor that runs.throughout the ® n� array.,This process adds time and cost,to the installation, Insert splice into first rail,then secure with Grounding Strap and and often results in improper grounding;creating self-drilling screw. significant long-term safety risks. •Slide second rail over splice,then secure with opposite end of The Iron Ridge Integrated Grounding System solves these Grounding Strap and self-drilling screw. 4 challenges by bonding modules directly to the mounting rails.This approach eliminates.separate module, rN Mount'&Ground Rails grounding hardware,and it creates many parallel grounding paths throughoutthe'array,providing Attach rails to L-Feet and level rails. �y greater safety for system owners. t. Grounding Mid Clamp •Install one Grounding Lug per row of modules. a> Each Grounding Mid Clamp pierces through the an ire •' anodized coatings of both the module frame and Connect Grounding Lug to:grounding conductor. the mounting rail to form secure electrical bonds, - - - which are repeated throughout the array. Install Modules&Clamps Install first module using End Clamps and Grounding Mid Clamps. Install additional modules using Grounding Mid Clamps. Finish row with a second pair of End Clamps. Q Testing&Certification q' =r� The IronRidge Integrated Grounding; Module Frame Compatibility raj System has been tested and certified to Dimension Range UL2703 by.intertek Group plc. A 31.Omm 51.Omm +a Q, UL 2703 is a proposed UL standard B 5.08mm(minimum) C, for evaluating solar module mounting Any module frames whose parameters are not listed In the and clamping.devices.It ensures these provided table have not been tested for compatibility. rIM 3 devices will maintain strong electrical and o >y mechanical connections over an extended 0� fi f The Grounding Clamp has proven robust in grounding 60cell and , ,� period of time in extreme outdoor ,.A environments. 72-cell solar module frames with box construction and a.range of ✓ anodization thicknesses. 2 � The testingprocess closely mirrors that. '"#""°" Grounding Strap "r - All sonar modules listed to UL 1703 and with frame construction 9 P � 'z ,,� of UL'1703,the solar module testing' within the parameters stated above are compatible with the ( Grounding straps are used to standard,including temperature and IronRidge.Integrated Grounding System. bond rall-to rag connections. Grounding Lug They are only required on the A single Grountling Lug connects an entire row humidity cycling,electrical and mechanical ' - y ail wth the grountling lug. load testing,and manufacturing quality 0 Go to ironridge:com/ig V - •„ .of.PV modules to the... reviews.. _ .. grounding conductor. lido 8431 Murphy Drive J Middleton,W153562 USA Starling Madison LofgU)str Inc. Telephone:608.836.4400' - S.M_ Coirs�uIting Facsimile: 608.831.9279 - .. vnvw.intertek.com '! .#� .5224 South 39'Street,Phoenix,Arizona.85040 Test Verification of Conformity tel:(602)438-2500 fax:(602)438-2505 www.smleng.com IronRidge June 16,2014 in the basis of the tests undertaken,the sample(s)'of the below product have been found to comply with the requirements of 1495 Zephyr Ave Page 1 of]I the referenced:specifications at the1 me the tests Were carried out. Hayward;CA 94544 A IicantName&Address: Iron pp Ridge,Inc. '"_ � Attn:Mr.David F.Taggart,Vice President Products. _ .'.. - 1495'Zephyr Ave: _ .. .. Hayward,CA 94544, ". Subject:'ironRidge XRI'0 Rail,Roof Flush Mounting System-Structural Analysis" .USA: .. Product Description: - XR Rails with Integrated Grounding. _ Dear Sir: Ratings&Principle 'Fire Class Resistance Rating: ` • - Characteristics: =Flush Mount 5 rnmetrical..Class A Fire Rated for Low Slope applications when using Type 1,2. We have analyzed the ironRidge XR10 Rail for the subject solar module sup port system and. _ and 3,listed'photovoltaic modules.Class A,F.ire Rated for Steep Slope applications withTypei; - _ determined that,.for the configurations and criteria described below,it is in compliance with the - 2 and 3,listed photovoltaicmodulesr-Test ed with:a5".gap(distance between the bottom the - _ applicable.sections of the following Reference Doctiments: - module.frame and the roof covering),'per the standard this system can be'installed at any gap - - -- allowed by the manufacturers installation instructions. No perimeter;guarding,{s required. Codes:ASCE/SEI 7-10 Min.Design Loads for Buildings&Other Structures International Building Code2012 Edition Models: 5a-61GD-005,51-61GD-005B,51-5000-001 and sr-55-001 California Building Code 2013 Edition - - Brand Name:' IronRidge Roof-Mount Other: AC428,Acceptance Criteria for Modular Framing Systems Used to Support PV Relevant Standards: 1 UL 2703fSection'15.2 and 15.3)Standard for Safety Mounting.Systems,Mounting Devices, : Modules,dated Effective November 1,2012 by ICC-ES in p' - ` Clam Devices,and Ground Lugs for Use with.:Flat-Plate Photovoltaic g/Retention Aluminum Manual,_OlO.Editwn .. ` and Panels,First fditiondated Jam28;2015 Referencing'UL1703 Third Edition dated'Nov.18, _ 2014,(section 31:2)Standard for Safety for Flan-Plate Photovoltaic Modules and Panels: The IronRidge XR10 Rail is an extruded aluminum section with an overall depth of 1.75 in.and a net Verification Issuing Office: lntertek aesting-Services NA,Inc. area of 0.363'.sq.m. The rails are used to support solar modules,typically,on the roof of a building. 8431 Murphy Drive See Exhibit A-attached. The rails are clamped to aluntinun angle brackets that are either attached Middleton,Wl 53562 Date of Tests: 08/27/2014 to 03/17/2015 directly to the roof framing or attached to a stand that is screwed to the roof framing. The rails are Test Report Number(s): t 101769343MIDs001r1;101769343MID-OOla,101915978MID-001&Y01999492MID=00larl-crl: mounted across the slope with a small clearance(flush mounting)to the underlying roof structure. stalled solar modules are at the same slope as-the underlying:roofsiructure. This verification is part of the full test report(s)and should be read in conjunction with them.This report does not automatically,: The in Imply product certification. - ` All.loads are transferred to the roof framing through the angle brackets by simple bi-axial flexure of. Completed by: Chad.Naggs _ 'Reviewed by: GregoryAllen - Technician II: the tails. The maximum span of the rails is governed by either the mid-span flexural stresses or the Title: Fire Resistance Title:' Enginee"ring Team lead,Fire Resistance - ,�ry�` r+ - deflection requirement that the rail.not:come into contact with the roof . Signature:+ � � t ;Signature: J. y✓N <-.t�y ,2.. I„-- '- t �� The effectof seismic loads(for all design'categories A-F)'have been determined to be less than the Date:: 03/30/2015 Date: 03/30/2015 effect due to wind loads imall load conditions.and combinations. Therefore,the maximum allowable spans for-common load cases are shown in Tables 1,2&3'below for 0-6 degree slopes,Tables 4;5, &6 below for.7-27 degree slopes,and Tables:7;8&9 below f6r.28-45 degree slopes. This Verification is forthe exclusive use of lnteRek't client andispmvided pursuantmtlre agreement between lnterrek and its Client.InteRek's responsibility and liabilify'ore - limited to the terms aad conditions of the agreement.Intertek assumes.ao'liability to any party„other than to the Client in accordance with the agreement,for any loss„expense - ordamageoc n coonedbytheuseof this V f hon Only the Client is authorized to permit copying or distribution of this Venficaflan Anyaseofthe.lntereknameo oreofits .. .. .. marhsfr the sole or advertisement of the tested material,product or scryice m,,t first be approved mwrting bylntertek The Observations and test/inspection—its - Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers refere ced in this Verification Orerelevant only to the sample tested/inspected.This Verfication by itself does not imply that the material,product,or service is or has ever been .. - underdn lntertek certification program. _ - GFT-0P-11a(24-MAR-2014) IronRidge T June.16,2014 IronRidge June.16,2014 Mr.David F.Taggart Page 5 of-]1 Mr.David F.Taggart Page 6 of I 1 IronRidge XRIO Rail;Roof Flush Mounting System-Structural Analysis IronRidge XRI O Rail,Roof Flush Mounting System-Structural Analysis Table 4-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 1 Table 5-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 2 XR10 Wind XR10 Wnd _ Rail .Speed Ground Snow.Load Rail Speed Ground Snow.Load 10 20 30 j43 .50 60 _70 80 90 10. 20 30 40 50 60 70 80 90 . Exposure ' mph ' 0 psf sf psi psi sf sf sf: sf sf Exposure mph 0 psf .. sf psi sf sf psi sf sf sf sf 100 75 65. 55 49.. 39 35 33. 31 29 100 72 65' 55 49 43 39 35 33. 31 29 105 75 .65 55 49 39, 35 33, 31 .29 105 69. . .65 55 49 43 39 35 33 31 29 110 75 65 55 49: 39 35 33 31 29 110 66 65 55 49 43 39 35 33 31 29 120 75 65 55 49 39 35 33 31' 29 120 : 60 60 55 49 43 39 : 35 33 31 29 CatBory130 75 65 55 49 39 .35 33 31 29 Cat6°ry 130.. 56. 56 55 49 .43 39 : _35 33 31 29 140 .71 65 55 49 :.43 39 35 33 3,1 29 140. 52. 52 :52 49 43 39 35 33 31 29 150 -66 65 -55 49 43 39 35 33 31- 29 150 -49 49 -49 49 43 39 35 33 31 29 160 62 62 54 48 43 39 35 33 31 29 160 46 46 46 46 43 39 35 33 31 29 170 59 59 53 47 43 39 35 33 131 29 170 43 1 43 43 43 43 39 35 33 31 29 100 75 65 55 49 43 39 35 33 31 29 100 61 61. 55 49, 43 39 35 33 31 29 105 75 65 55 49 43 39 35 33 31 29 105 58 58 55 49 43 39 35 33 31 29 110 75 65 55 49 43 39 35 33 31 29 110 56 56 55 49 43 39 35 33 31 29 920 70 65 55 49 43 39 35 33 31 29 120 51 51 51 49 43 39 35 33 31 29: CateCgory 130 65 64. 54 48 43 39:. 35 33: 31 29 CateCgory. 130 48 48. 48 48. 43 39 35 33 31 29 140 60 60 53. 48 .43.. 39 35 33 31 29 140 44 44 44 44 .43. 39 35, 33 31 29 150 1.56 56 52 47 43 39 35 33 31 29 150, 41 41 41 41 41 39 35 33 31 29 160 53 53 51 46 42 39 35: 33 .31 29 160 39 1 39 - 39 39 39 39 35 33 31 29 170 50 50 0 45 38 35 33 31 29,. 5 41 .... .,...., ,,. 170 _36 1 36 36. 36 _.36 36 ._35 33 1_31_ - 29. ... 100 75 65 55 49 43 39 35 33 31 29 100 56 56 55 49 43 39 35 33 31 29 105 73 : 65 1 55 49 43 39 35 33 31 29 105: 54 54 54 49 43 39 : 35 33 31 : 29 -110 70 65 55 49 43 39 " 35 33 31 29 110 52 :. 52 52 49 43 39 35 33 31 29' :..120 64 :. 64 54 : 48 43 39 35 33 31 .29. :...120 47.... 47. 47 : _47 43 -1 39. 35 _.33 31 ..29 CatDory 130 60 .60 53 47 43 39 35 33 31 29 CatDory. .130 44 : 44. 44 .:44. 43 .:39 35 33 31 29 140, 55 - 55 . 52. -46- 42 39: 35 33 31 29 - 140 41 -.41 41 41. 41 -39. 35 33 31 29. 150 52 52 50 46 42 39 35 33 31 29 150 38 38 38 38 38 38 35 33 31 29 160 49 49 49 45 41 38 35 33 31 29 160 36 36 36 36 36 36 35 33 31 29 170 46 46 "46 44 40 37 35 33 31 29 170 33 33 33 33 33 33 33 33 1 31 29 Notes-see page I 1 Notes-see page I 1 Starting Madison Lofquist,Inc. Consulting Structural and Forensic Engineers Starling Madison,Lofquist,Inc. Consulting Structural and Forensic Engineers_ _ .. IronRidge June.16,2014 IronRidge June 16,2014 Mr.David F.'raggart Page 7 of-I I Mr.David F.Taggart Page 1 1 of I IronRidge XR10 Rail,Roof Flush Mounting System Structural Analysis IronRidge XR10 Rail,Roof Flush Mounting System—Structural Analysis Table 6-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees—Wind Zone:3 Notes,—Tabulated values are based on the following criteria: XR10 Wind Ground Snow.Load _ _ 1. Building mean roof height=30 ft Rail peed' Exposure mph ' 0 psf 10 20 30 140E* 3 . 60 -.70 80 :90. 2. Risk Category 1 p p sf sf sf sf sf sf sf 3. Solar module long dimension=67.5 in 100. 59 59 55 49.. 35 33 31 .29. 4. Provide 2 in.clear between roof andMail . . . 105 56 .56 55 49 35 33 - 31 29 5. End cantilever span(max)=0.40 x maximum span from above tables110 54 54 54 49 35 33 31 29 6. No raifsplices in end spans 120 -49' 49 49-- 49 35 33 31 - 29 7.: NO rail splices inmiddle 1/3 of interior spans Category 130 .46 46 46 46 35 33 31 29 8.. Single simple span(s). Spans listed in the tables above maybe multiplied by 1.08 for R 140 42 42 42 42 42 .35 33 3.1 29 continuous rails of 3 or more spans. 150 40 40 40 40 40 - 39 - 35: 33 31 29 - - 160 37" 37 37 37 37: 37 35 33 31: 29 170 35 35 35 35 35 35 35 33 31 29 Our analysis assumes that the rails,including the connections and associated hardware,are installed 100 50 50 50 49 43 39 35 33 31 29 in a workmanlike manner in accordance with the"IronRidge Roof Mount Installation Manual"by 105 48 48 48 48 43 39. 35 33 31 129 IronRidge and generally accepted standards of construction practice.Additional information is 110 45 1 45 45 45 43 . 39 35 33 31 129 available at the IronRidge web site,IronRidge.com. Verification of PV Module capacity to support 120 42 1 42 42 42 : 42 39 35 33 31 29' Category the loads associated with the given array shall bathe responsibility of the Contractor or Owner C 130 39 - 39 39 - 39 39 : 39 - 35 33: 31 .29 not IronRidge or Starling Madison Lofquist. 140 36. 36 1 36.. 36 1 .36..F39 35 33 31. 29 150 33 33 33 33 33 33 33 31 29 160 31 31 31 31 31 31 31 31 29 The adequacy ofthe supporting rooffaming is to.be determined by others. 170 29 29 29 29 29 29 29 29 29 100 46 46 46 46 43 35 33 31 29 105 44 44 44 44 43 35 33 31 29 Please feel free to contact me at your convenience'ifyou have any questions. 110 42 .42' 42 42 - 42 35 33 31 29 - - 120 38 38 38 38 38 .38 35 33 31 Category 130 35 ..• ..35 35 35 35 D 35 35 33 31 29. Respectfully yours, 140 33 33 33 33 33 -33 — 33 33 31 29 150 31 31 31 31 31 31 31 31 31 29 titK 160 29 29 29 29 29 29 29 29 29 29 RES J..Acyc L�:/t 170 27 27 27 27 27 27 27 27 27 27 WARNER m Tres Warner,P.E. CIVIL y Notes—see page I 1 Design Division Manager A a o.4a432o e - 0NAl Starling Madison Lofquist'Inc. Consulting Structural and Forensic Engineers _ Starling Madison.Lofquist,Inc. .Consulting Structural and Forensic.Engineers F -7- .. .. .. .11_.. 8431 Murphy Drive ZMMiddleton,WI 53562 USA Starling Madison Lofquist, Inc. .. Telephone:608.836.4400- SYL� Cans'-oltirig 5'ir-uurtural.and Ftirensic Engineer-s Facsimile: 608.831.9279 �� ( - .. .. —Intertek—rh .5224 South 39"Street,Phoenix,Arizona 85040 te):c602>438-2500 fax:(602)438-2505 wwwsmleng.com Test Verification of Conformity IronRidge. June 16,2014 Inthe basis of the tests undertaken,the samples)of the below product have been:found to comply with the requirements of 1495 Zephyr Ave Page 1 of 11 the referenced specifications at the-time the tests were carried out. - Hayward,CA 94544 Applicant Name&Address: IronRidge,Inc: Attn:Mr.David F,Taggart,Vice President Products_ 1495 Zephyr Ave.`g - Hayward;CA 94544 Subject: IronRidge XRjO Rail,Roof Flush Mounting System—Structural Analysis «. USA" Product Description: XR Rails with Integrated Grounding. Dear Sir: Ratings&Principle Fire Class Resistance Rating:. ' Characteristics::. -Flusfi Mount S mmetrical Class A R41iated for'L'ow Slope"applications when using Type 1,z We have analyzed the IronRidge XR10 Rail for the subject solar module support system and ` and 3;listed photovoltaic modules.`Class AAre Rated for Steep'slope applications with Typel;`... determined that,,for the configurations and,criteria described below,it is in compliance with,the 2 and 3jistedpiiofovoltaicsmodules.Tested with a 5"gap(distance between the bottom the - applicable sections of the following Reference Documents,- - - module frarne:and the roof"covering);per the standard this system can be installed atany gap allowed by the manufacturers installation instructions. No perimeter guarding is.required. Codes:ASCE/SEI 7-10 Min,Design Loads for Buildings&Other Structures International Building Code 2012 Edition Models: 51-61GD-005,51-61GD-005B,51.5000-001 and 51-65-001, California Building Code 2013 Edition - Brand Name: Vonrtidge Roof Mount " Other: AC428,Acceptance Criteria for Modular Framing Systems Used to Support PV Relevant Standards: , : UL2703(Section'15.2 and,15.3)Standard for Safety;Mounting Systems,Mounting Devices, Modules,dated Effective November 1,2012 by ICC-ES Clamping/Retention Devices;and Ground Lugs for Use with Flat-Plate Photovoltaic Modules ..,.' .Aluminum Design Manual;2010.Edition and Panels,FirstEdition'dated Jan:28;'2015 Re ferendng UL1703'Third Edition dated Nov.18, " - -' 2014,(Section 31'.2)Standard for Safety for Flat-Plate Photovoltaic Modules and Panels.:. The IronRidge XR10 Rail is an extruded altuninum section with an overall depth of 1.75 in.and a net . Verification Issuing Office: " Intertek Testing Services NA;,Inc. - F -8431 Murphy Drive area of 0.363 sq.in. The rails are used to support solar modules,typically,onahe roof of a building. _ Middleton,wi 53562 See Exhibit A attached. The.rails are clamped to alunimun angle brackets that are either attached oateof rests:' 08/27/2614 to D3/17/2015- directly to the roof framing or attached to a stand that is screwed to the roof framing. The rails are Test Report Number(s): 101769343MID-001r1;101769343MID-001a,1Ui9i5979MID-001&101999492MID=OOlarl-cif. mounted aCrOSS the Slope wtth:a small clearance(flush mounting)t0 the underlying roof structure. This verification is part of the full testreport(s)and should be read in conjunction with them.This report does not automatically. The installed solarmodules are at the same slope as-the underlying.roof structure, Imply Product certification.` All loads are transferred to the roof framing through the angle brackets by simple bi-axial flexure of. Completed by: Chad.Naggs ;' Reviewed tiy: Gregory.Allen : - .- the rails. The maximum span of the rails is governed by either the mid-span flexural stresses or the. Title: Technician 0 Fire Resistance Title: 'Engineering Team Lead Fire Resistance deflection requirement that the rail not come into contact with the roof.' Signature: z / Signature: Date*'. 03/.30/2015 Date: 03/30/2b15 The effect ofseismic loads(for all design categories A-F)have been determmed to be less than the effect due to wind loads in all load conditionSand combinations. Therefore;the maximum allowable spans for common load cases are shown in Tables 1,2&3 below for 0-6 degree slopes,Tables 4;5, &6 below for 7-27 degree slopes,and Tables 7;8&9 below for.28-45 degree slopes. this VerPmtion isfo the exclusiveuseoflntertek'sclientondis pmvidedpursuont to theagreement between Intertek and its Client.Intertek'sresponsibilityandliabilltynre - „limited to the termsondconditionsoftlre agreerent lnteask assumesoo'liability to any party,other than to the Client in'accwdance with the agreement,for any loss„expense .. .. .. ordamageotto,ionedbythe,useofthis VeriilcaUon Only the Client isauthonred to permit Copying-diistribution ofthis Verification.Anyuseofthelnterteknameorone ofits ... marks for the sale or advertisement of the tested material,pmduct or service'must first be approved in writing by Intertek.The observations and test/-nspection results Starling Madison 1,ofquist,Inc. Consulting Structural and Forensic Engineers 'refene-edin this VeNfimtlon are relevant only to the sample tested/inspected.,This Verification byitself does not imply that the moteriat product,arservice is or has.ever been under an Intertek certification program. GFT-OP-1la(24-MAR-2014) IronRidge Jtine.]6,2014 IronRidge June 16,2014 Mr.David F.Taggart Page 8 of-I I Mr.David F.Taggart Page 9 of]1 IronRidge XR10 Rail,Roof Flush Mounting System Structural Analysis h'onRidge XRI O Rail,Roof Flush Mounting System-Structural Analysis Table 7-MAXIMUM SPANS(inches)-Roof Slope 28 to 45 Degrees-Wind Zone 1 Table 8-MAXIMUM SPANS(inches)-Roof Slope 28 to 45 Degrees-Wind Zone 2 XRlo- Wind GroundSnow,Load XR10 Wind .Ground Snow Load Rail Speed Rail Speed 10 20 30 40 _50 60 ZO 80 90 10, 20 ..30. 40 50 60 70 80 90 Exposure mph ' 0 psf psf psf psf psf psf sf psf: psf psf Exposure 'mph 0 psf psf psf psf psf psf psf psf osf osf ... ..100 72 66.. 57 ..51.. 45 . 41 38 35- 33 31. 100 72 .-66 57 - .51 45 .41. 38 .. 35 33 ..31 105 72 .66 57 51: 45 41: 38 35: 33 31 105 72. 66 57 51 45 41 38 35 33 31 110 71 65- 57 50 45 41 38 35 33 -31 110 71 65: 57 50 45 41 38 - 35 33 31 120 67 63 55 49 45 41 38 35 33 31 120 67' 63 55 49 45 41 38 35 33 31 Category 130 ..64 61 :..54 48 :.44 41 .38 35 -33 31 - Category 130:. 44. 61 : .54. 48 .44 41 .38 35 .33 31 140 .61 59 52 47 43 40 3 B 8 35 33 31 140 60 59 52 47 ,.43 40 .. 38 35 .33 31 150 58 57 51 46 43 40 37 35 33 31 150 56 56 51 46 43 40 37 35 33 31 160 .55 55 49 45 42: 39 37:' 35 33: 31 160 53' 53 49 45 42 39 37 35 33 31 170 53 53 48 44 41 38 36 34 33 31 170 50 50 48 44 41 38 36 34 33 31 100 68 63 55 50 45 41 38 35 33 31 100 68 63. 55 50. 45 41 38 35 33 31 105 66 62 54 49 45 41. 38 35. 33 31 105 66 62 54 49 45 41 38 35 33 31 110 64 61 54 48 44 _41 38 35 33 31 110 64 61: 54 -48 44 41 38 35 33 31 120 60 58 : 52 :47 : 43 :4o: 38 35'_ _ 33 31 - `:`120 59- -- 58 52 47 43 46 38 : 35 33 31: 'Category : 130 57 56 50 46 42 39 37 35 33 31 CateCgory 130 55: 55 50 46 42 39 37 35 33 31 140 54. 54 48.. 44 41 _. 39 .37 35 33 31 140 51 51 .48 1 44 -41.. 39 37 . 35 33 31 150 51 51 47 43 40 38 36 34 33 31 150. 48 48 47' 43 40 38 36 34 33 31 160 48 48 45 42 39, 37 35 33 1 32. 31 160, 45 45 45 42 .39 37 .35 33 32 1 31 170 .46. 46 ..44 41 ..38 36 34 33 31... 30 170 ..43 43 43 41 3t3 36 .....34. 33 .31 30 100 64 61 54 48 44 - 41 38 35 33 31 100 - 64 61 54 48 44 41 38- 35 33 31 105 62: 60 53 48 44 41 38. : 35 33 31 105 62 60 53 48 44 41 38 35 33 31 47 43 40' 38 35 33 31 110 60 ��58�� 52 ��47'� 43 -40 �' 38 35 33- -31 � �- �:��110 59�: � 58� 52 120 56 : .56 50 .46 42 39 37 35 33 31_ 120 55 55 50 : ..46. 42 39 37 35 33 .31 . CateDgory ,130 53 _53 48 44 41 .39' 36 35 33 31: CateDgory. :130 51 51, 1 48 44, 41 : 39. 36 35 33 .31 140:. 50 -50 46 :43 40 :38: 36 34: 32 3t.'- - : �140 47 �42 7 46 43 40 38, 36 34 32 31 : -- 150 4747 - 45 41 39 37- 35 33: 32 31 -- . 150 44:. 4. 44 41 39 37. 35 33 32 -31 - 160 45_.. 45 43 40 38 36 34 33 31 30 - 160 42 42 40 38 36 34 33 31 30170 -43 4341 39 37 35 33 32 31 29 - 170 - 39 9 - 39 39 37 35 33 32 31 29 Notes-see page 1 1 Notes-see page I l - Starling Madison Lofquist,Inc. _ -- Consulting Structural and Forensic Engineers Starling Madison Lofquist,Inc. . Consulting Structural and Forensic Engineers,. 8 9 . IronRidge June 16,2014 IronRidge June 16,2014 Mr.David F.Taggart Page 10 of I 1 Mr.David F.'Taggart Page I I of 1 IronRidge XRI O Rail-,Roof Flush Mounting System Structural Analysis IronRidge XR10 Rail,'Roof Flush Mounting System-Structural Analysis Table 9-MAXIMUM SPANS(inches)-Roof Slope"28 to 45 Degrees-Wind Zone 3 Notes Tabulated values are based on the following criteria: XR16" Wind - ,Ground Snow load I. Building mean roof height=30 ft Rail Speed' Exposure m h 0 sf 10 20 30 40 50 . 60 70 80 90 2. Risk Category Ez P p p sf psf psf psf psf psf sf sf psf 3. Solar module long dimension=67.5 in 100." 72 -.66. 57 51 45 41 38 35 33 31. 4. Provide 2 in.clear between roof and.miI 105 72 .66 57 51: 45 41: 38 35" 33 31 5. End cantilever span(max)=0.40 g maximum span from above tables 110 71 65 57 50 45 41 38 35 33 31 6. No rail splices in end spans 120 67 63 55" 49 45 41 38 35 33 31 7. No rail splices in middle 1/3 of interior spans Category 130 ..64 61 54 48 .44 41 38 35 33 31 8. Single simple span(s). Spans listed in the tables above may multiplied by 1.08 for B 140 _ 60 59 b2 47 43 40 :38• 35 33 31 continuous railsof 3 or more spans. .. : 150 - 56 56 51.. 46 -43 40 37 35 133 31 - 160 53" 53 49 45 42: 39 37 35 33 31 170 50 50 48 44 41 38 36 34 33 - 31 - Our analysis assumes that the rails,including the connections and associated hardware,are installed 100 68 63 55 50 45 41 38 35 33 31 in a workmanlike manner in accordance with the"IronRidge Roof Mount Installation Manual"by 105 66 162 54 49 45 41. 38 35. 33 31 IronRidge and generally accepted standards of construction practice.Additional information is 110 64 61 54 48 44 41 38 35 33 31 available At the IronRidge web site,IronRidge.com. Verification of PV Module capacity to support 120 59 58 52 47 43 40 38 35 33 1 31 1 the loads associated with the given array shall be the responsibility of the Contractor or Owner and Category 130 55 55 50 46 42 39 37 35 33 31 not IronRidge or Starling Madison Lof uist. C 140 51. 51 48. 44 .41 39 .37 35 33 31 6 g 9 150 48 48 47 43 40 38 36 34 33 31 160 45 45 45 42 39 37 35: 33 .32: 31 The adequacy of the supporting roof framing is to:be determined by others. 170 .43. 43 43. 41 .38...- 36 �34.. 33 31. 30 .. .. ... 100 .64 61 54 48 44" 41 38 35 33 31 105 62 1 60 53 48 44 41 38 1 35 33 31 Please"feel free to contact me at your convenience'ifyou have any questions. 110"" 59 58" 52 47 43 40 38 35 33 31 120 55 .55 50 46 42 .39 37 35 33 31. Category 130 . 51 .51 48 44 4=. 3 33 :31D - Respectfully yours, 140 47 - 47 46 - 43 432 31150 44 44 44 41 332 31160 42 42 42 40 331 30 RES J.170 39 39 39 39 331 29 Tres Warner,P.E. o WARNER . ... .. .. CIVIL,... w Notes-see pace 1 I Design Division Manager A v o.4a432o c / 90F FRISTEPQ' F`4 C' �„d ag'I6 .. ON rL Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers "" Starling Madison Lofquist,Inc. .. ....Consulting Structural and Forensic.Engineers E-Mount Lag I QMSE - LAG E-Mount Lag Installation Instructions In stall atlonToolsRequired:tape measure,roofing bar,chalk line,stud finder,caulking gun,sealant compatible with roofing materials, .. _ ... it&n .. ___.___..__,___.__._,___._..__._.__....._.__.._._._.,_.._.., drill with 7/32"long-style bit,drill or impact gun with 1/2"socket. i THIS EDGE TOWARDS ROOF RIDGE NO. DESCRIPTION OTY./sox i - 1 FLASHING,4'X 12'X.040',5052.MILL I -.2 OBLOCK;CLASSIC,A360.1 CAST AL MILL 1 3 PLUG,SEALING, s 5 WASHER,SCREW,HER.SSEA0.5/16 I/4"OD.88 1 V I }�4 -8 SS .1. .+e a" �§• t k• ! 18-8 SS I p ,P RACKING COMPONENTS - - NOTINCLUDED 5 �l 4 1.25 3.0 'A Locate,choose,and mark centers of rafters to be Carefully lift composition roofshingle with roofing Insert Flashing between 1st and 2nd course.Slide - mounted.Select the courses of shingles where bar,just above placement of mount.Remove nails up so top edge of Flashing is at least 3/4"higher mounts will be placed. as required.See"Proper Flashing Placement"on than the drip edge of the 3rd course and lower .. 4.80 next page. Flashing edge is above the drip edge of l st course. Mark center for drilling. _..! 2.25 .. .. 2 i ... 1 1.29 0 Quick Mount PV - -} 4_ _...__ -- __ �.__._-_- TITLE: QMSE-LAG:QMPV E-MOUNT' f " AVAILABLE IN MILL;AND, I WITH LAG BOLT BRONZE ANODIZED FINISHES gM --- __r ' -loos rvucxM- SIZE 'DN wN BY DFM REV A DATE: a/z9 ml j 5 - . u.a,.o,au«.�or.„..,.,00��wwP.e„ ooeorsuuouww!r«o roc �:coca ...—se ia<i • S < 3 ` 2 '1 ... t..r. Lag pUll-Out(withdrawal)capacities(lbs)Ill typical L-ber: Using drill with 7/32"bit,drill pilot hole into roof -Clean offany sawdust,and fill hole with sealant Slide the Flashing into position.Insert the rubber Lag Bolt Specifications and rafter,taking care to drill square to the roof. compatible with roofing materials. plug into the QBlock cavity. Do not use mount as a drill guide.Drill should be scour craws srfs•.han Tar 3•mmaT aoam Nte•shab per V th—Team 'long style bit:akaaircraft extension bit'to drill Dou9laa Fir.Lamh s9 ]se zee 1 YV deep hole into rafter. 0OU9111 Fir,SOMh .46 795 236 ' E,ye!ma,nSp—Lotlgepola PI,.(.SR t660f8n'gnerl ..46 ]e5 -235 - l Hem.FIT ... 43 6. 212 � 6 :, .t,` • - • .. .. Y Hem FI LN , ]05 2.% _----- -.. 2 .. • t1 Soothe P T 921 30] - .. v A .'• � . Samce P F.. 92 6f6 265 Spruce P' FIT IEf2 pT e,Mh96Trgrades of MSRand MEL) .50 ]98 {I+ Sources:Amencan Wood Counc'I.NDS]WS,Tablell2A.11.3.]A� — r ' . .,. 11Thread must beem bedded'narafterorother structural roofinember. 21 See'NDSTable l l S.l C f—,,qu red edge distances - }� ,• QuickMount PV .. Slide the washer and the L-foot(not included)onto Using a 1/2 inch socket on an impact gun drive \' RESPECT THE ROOF 'the lag screw, - the lag screw until the QBlock stops rotating easily. - DONOTover-torque. BI 7.2.3-31 Sep-2014,Rev 1 BI 7.2.3-31 _ _ Sep-2014,Rev 1 Locus Product Datasheet DIAGRAM-TYPICAL CONFIGURATION ENERGY .. I ... Shielded CATS Sim Sam, INTERNET LGate 120 me aim RESIDENTIAL SOLAR isms En MONITORING 1E, =C 0 em�e®.The LGate 120 is a single-phase '10$BEO !RG � �� - ELECTRICAL. • • �� ... Ill.® CmC. • • • • • • • L s=�0O= SERVICE featwes a smart COIAHIII.Inications module to automatically y INVERTER(5) LGATE 120 • 'a PV ARRRAYRAY ovei CelliEllaror • o _.._..._.._ .... _ _ -. _._.. ... __... .. ....,.. .... _.._...-_. solarallowing system owners and opeiators to easily manage distribLuted DIMENSIONS: .... .. ...:....... .+..._...�. ,.�._.e.,... :,_.'..... :„-....._. SOCKET METER i LOCUS ENERGY I METER BASE COMM MODULE METERMODULE The LGate 120 combines a revenue-grade,solid-state power meter with an advanced communications gateway. ? ga: Q (. These components work in conjunction to remotely monitor the performance of residential solar energy installation 6.31 ii In regardless of panel or Inverter type.The LGate 120 is a one-piece completely under glass meter which installs _ ! - easily using a.standard socket base.Performance data is uploaded.in near real-time to the Locus Energy SolarOS monitoring platform which provides a suite of tools and analytics'for asset managers. - Y I ��.._5461n 7.30 in �. DATA COLLECTION ................. ..__..... _....._......... __..,.w..>..:..•._____.__._...,.....:...�.i AC energy data is:colIected by the meter and passed to.the communications module.AdditionaIsystem performance . ...__. _ ............. ._.. data canbe collected directly from meteorological sensors and supported:inverters via available,RS-485 or Zigbee connections.All data-is-stored in non-volatile memory and then auto matically;uploaded to the-SolarOS and- SPECIFICATIONS. - - SOIarNOC platforms. t Processor ARM9 embedded CPU. .Accuracy ANSI 12.20(Class 0.2%) Os Custom version of Linux 2.6,OTA fl mware updates Voltage Inputs 120-480 VAC NETWORK CONNECTIVITY Memory'.. 129MERAM {'Maa:currenrlpopi =200A - .. ...; The communications gateway inside the LGate,120 supports plug and play connectivity,through a cellular,or available Display LCD sereen - - SatoeeType Single pna3e,fio Flz t;socks Tvno Ethernet network connection.,Once the unit is installed and powered on,it will immediately begin transmitting data - "—• without any configuration.For maximum reliability,the communications gateway will automatically route'ubloads Encrpspre NEMA3R Type j between the wireless and wired connections if either of the networks are unavailable w,,i9ht B p:. ANSIa2.20aass0.2r• j „F_Oimenslons 695.%6.5"x 7.3" j FCC Part 15B, -Environment -20 to 60C,all-weather ; PTCRB FEATURES Cwv�rra—nty S.Y.ar ftiled a ranty T _.j AT&T Critter compliar ce • ANSI C12.20 power meter •:Easy,:low cost installation - + M0tlel Numbed - : - • RS-485 and Zlgbee inputs �- Doesn't require entrance into the building LGete120.3Ga 1,0 r 120.3Gy L0eta120-3GeGSM llular-3G GSM cellular or Ethernet connectivity - PlugCe and play activation - - r Rs-lar-3G 4 wire. • Over:the air firmware updates. - LCD display. Mbdbus- J .. = Zigbee - .. .. .✓ Ethernet RJ-45 I0/1o0.DHCP/Static ✓-' Single Meter Sockets -Without Bypass Single Meter Sockets -Without Bypass 125&200 Amp 125&200 Amp Application • Single meter position - Receive ANSI C12.10 watthour meters •• _ Surface or flush mount(see chart) - �_ Construction - - 011 F-Flush Mount 1 W-'A" • • Ring type (U1204 MS66-2"Conduit Hub 2A-rh' (U1204 MS68- MS73+MS68 2A=�h-�/a W00 �� ANSI 61 gr NEMA Type ay Ecoat finish U` Type 9 4F 2" 1�2" 1�'A'-1' 9 y 927 MS73 Semi Flu: Mount a Ring q P_2th 2'-1th' P/n' • _ Aluminum snap ring included SF-Seml Flush Mount To Provision See Chan 0 .. SS-Stainless Steel .. Standards Accessories UL 414 Listed 5th Jaw Kit-50365 - - ANSI C12.7 • 200A Triplex Ground-ET8200 Knockout Layouts 011(Closed) U204(open) AW Hub Pall catalog Amp Service ceanactloru � Fig.1 � _ Fig.2 Number - Number Bating Jaws Type Access Line Load Namml s• -, 78205142000 O11 125 - 4 - 10/3W OH/UG 814-2/0 814-2/0 814-2/0 -.-.:. Top Provision ... -Top Provision .. 78205142040 Oil F 125 4 10/3W OH/UG 814-2/0 814-2/0 A14-2/0 .78205142045 011 Ill 125 125- `4---_�10/3W_- OWUG �_814-2/08.,, __114-2/0- 814.;2/0_„ .. " 7B205142050 Oil SF T125 4 10/3W OH/UG A14-2/0 A14-2/0 814-2/0 t78265144030„ 927-,M 180- ..,.,..,.7 30/4W� `OH/UG' t14r1/0� -_A1.4 1/0' '414;2/0_ 78205156000 204 200 4- 10/3W OH _86 250MCM 86-250MCM 16.350MCM 78205156020 .-.204E m 200�.- 4_ 10/3W OH .q—'66"250MCM A6.258MCM -86 A50MCM j - 78205156030 204FMS73 200 4 10/3W OH A6 250MCM 86-250MCM" A6-350MCM M205156040 204MS66 `y.R_ 200 w4-" - "w10/3W OH� "A6-250MCM 06-256MCM" 86-350MCM1 ' 78205156035 204 Ill 200 4 1073W _ OH 86-250MCM A6-250MCM 86-350MCIA •- 1 (78205108490- 204 MS73 __-200 ,_.�4 " �10/3W� OH 86-250MCM- .86,250MCM 46,-350MCM' - - .... 4F.... ��-' ... 78205156005 U204 200 4 10/3W UG 86-250MCM A6.250MCM 86-350MCM -' 4F aF -78205156045- U204F Z00 4 10/3W' UG - " A6-250MCM A6-250MCM A6-350MCM� - - - .. 4F 78205156060 U204FMS73 206 4 10/3W - UGC 86-250MCM 96-250MCM 86-350MCM 1 .eta t78205156070, U204 MS73 200� „4- _ 10/3W _ UG-� .. 86,250MCM 'C6:�250MCM, A6-350MCM' - A 7120515fi141 U207 200 7 30/4W OH/UG 86-250MCM A6-250MCM A6-250MCM - - aF to 178205156170 U207 F` 200 7 30/4W "' UG ry 86-250MCM` 'J6 250MCM` 86.250MCM 78205156180 U207 MS73 200 7 30/4W OH/UG A6-250MCM A6-250MCM A6-250MCM P9NUPC Catalog —Memll Dimensions— Top Knockout - - - Number Number Height Width Depth Provision layom Fiig.3 Fig.4 78205142000 O11 12" 8 4/i" AW Hub -Fig 1 - - rove 78205142040 Ott F 12" B" 4/s" 2"max KO Fig.1 - p -~-.. Top Provision To P -Sion 78205142045-_.Oil MS73�.� 12"w- 4 8" ,,._ 4/e"~. AW Hub _Fig.)-.-_ 78205142050 Ott SF 12" 8" 4s/n" 2"max KO - Fig.1. 178206144030."._927 W... 17 --,8"._:—...«02e. ..., AW Hub.� Fig,l' � .. .... ...... ....... 78205156000 284 15" 8 4/"M- AW Hub - Fig.2 - T 782051560 204 0 F 15;_ 8 - 6 __ 2 max KO Fig 2 78205156030 209 F MS73 15" 8 � 6 2 max KO Fig 2 ... ... ;78205156040 2041111S69 715 '8 4/a _' AW/2 HubFig2 aF 78205156035 204 MS68A_ 15" B" 4s/s AW/2 Hub Fig.2 4Ci _ y {78205108490 204 Al -15", - 8"-. 4/''.` None � �Fig.2 - 78205156005 U204 15' 12 41A, None Fig.3 !'78205156045 "U204F 15'� " '12 6 (2)2"max KO' T".-Fig._3.— - �' n�: 4G ._, _ 78205156060 U204 F MS73 15' 12" 6 None Fig 3 - 4F °q„' norr3. `78Z05156070, U204 MS_73 15"a 12' bs/ _ None Fig 3 .. - b 79205156140 U207 18" 12" 5 AW Hub Fig 4 AIC Note:. 178205156170 U207F W 18"v 12" 5'_ 2'/z max KO .Fig.4. 1 Far Shan circuit current 4G 7yy - 4 2A .. 78205156180 U207 MS73 18, 12' 5" AW Hub Fig.4� ratings see page 131, Data subject to change without notice.Consult local utlllty for area acceptance.All dimensions are in inches. - Data subject to change without notice.Consult local utility for area acceptance.All dimensions are in inches. B-Line B-Line by F.T-N 5 -Meter Mounting Equipment Meter Mounting Equipment 6 _ by F:.t4V &OULUS . ENERGY _October 22nd,,2013 This letter is to certify that the LGate 120 and LGate 320 are communication boards built into the Vision Meter 25 CL200 and 165 CL320 socket meters,respectively: Each of these meters was certified to the - ANSI C12.20(class 0.2%)standard by Underwriters Laboratory.on June 7,2013 as part of the-Vision Meter Family(Project Number 12CA71134,Job Number.1001541515,and Report Number R12CA71134- .. ANSI). .. ANSI C12.20 is currently recognized as the industry standard for electrical socket meters:in both utility and PV monitoring applications.These tests cover both meter accuracy as well as several safety standards including electrical and environmental safety,as well as resistance to various types of mechanical shock. As electrical socket meters.are generally installed and maintained by trained and .. .... certified professionals,rather than consumers,they do not:ft the typical criteria for additional types of UL or IEC certification; - - - If you have any further questions regarding the product certification of any Locus Energy LGate-branded - device,please contact us at suoaort(aDlocuseneray.com. The Locus Energy Team Locus Energy,LLC .. —locusenergy.com Classic Conduit Composition Mount I QMCC Classic Conduit Mounting Instructions Installation Tools Required:tape measure,roofing bar,chalk line,stud finder,caulking gun,1 tube of appropriate sealant,drill with ...__ ..._....... _._....__... .._.._._. _-...._.. .. 1/8"bit,drill or impact gun with 7/16"deep socket. ITEM NO. DESCRIP710N OTT. THIS EDGEJOWARDS ROOF RIDGE I FLASHING:9"X 12"X.040",5052:MILL t • • • 2. OBLOCK.CONDUIT,5/16".6061-T6.MILL 1 :3 WASHER,SEALING.1/4"ID X 7/8"OD,EPDM 1 -•+a�,y BONDED SS 4 LAG SCREW,HEX HEAD,1/4'x2-I/7',18-855 7' • `-�,a1 a" AVAILABLE IN MILL,CLEAR ANODIZED, AND BRONZE ANODIZED FINISHES: ' 1 s, 12.0 CONDUITCLAMP NOT INCLUDE ." - 1.3 4 2.3 - I- Choose placement of conduit mounts along path Lift composition roof tile with roofing bar,just Slide conduit mount into desired position.Remove 2,5 - - - of conduit.Select location over center of rafter, above placement of conduit mounC any nails that conflict with getting the mount Bush 3 with front edge of shingle course.Mark cernter for ., ® drilling 4.5 .. 9.0 r I .79 Quick Mount PV _. _ .. TITLE: , QMCC:CLASSIC CONDUIT 1. j COMPOSITION MOUNT s 1 h,r --' >4me2a.ra A oAE sn zo3 4 q z . , y.. .,er..o,,.. "ror.mA"n,em�.woea ela..ro,n+.or K.wiwr,v,,..r,p,mucm,.,...o.N po norsr..upuwwe 1svo.u ^.....•..I s .• - a � cw r or r Using drill with 1/e"long bil drill pilot We into lean off any sawdust,and fill hole with roof Lift shingle and slide conduit mount into place - _._ 5 4 3 2 1 roof and rafter,faking care to drill square to the manufacturers approved sealant. Prepare lag bolt with sealing washer and single hole: ... roof. clamp(not included)as shown.Insert lag through. Lag pull-out(withdrawal)capacities(Ibs)in typical kin)[he r: hole in block and position clamp over conduit. Lag Bolt Specifications spoci6P ci—, v4•snap Per l ar-onsed d.pm. v4 ehan Parr lnrpaa d.Pm 'i'�' . •• DPu81as Fir,Larcn' .. .50 .. 393 .. ... 235 ... .. �', •.. OPuylae Flr,sow. .40 353 202 _ Engpamann Spruce.LPa.W.Pin.(.SR 16W f s 1p aer). _ .48 ..___ 353 _...... ...._302 _... .. f • is is --• Hem,Fir 43 $13 1]8 _ Harn,FirfNwtnl 46 353 2M SPurhamPina .ss 956 me - is Spruce.Itirre.Fir Ait .2 17a Spruce,Pine,Fir(Eof 2million pei—Nor.,So—of MSR and PALL) .60 393 225 Sources:American Wood Council,NOS 2005,Table 11.2 A 11.32 A Notes: .... ....... .. .. UThread must beembedded in,rafterorotherstmdualeof member. .. Insert lag through hole Inblock,and position 2)See IBC for required edged stances IMPORTANT:To malntala waterproofing it is important that the aluml—flashing(ilem t)Is property placed under one full course above the mounting blo Ith at least someofthe clamp over conduit.Using drill with 7/16 socket Bashingex[ending up under the course abovelhar a.wau wm.1,��n„�.�.ba�lr - drive lag until block is tight. • Quick Mount PV Ckuick Mount PV 925-478-8269•www.quickmountpv.com•info@quickmountpv.com RESPECT THE ROOF 2700 Mitchell Dr.;Bid 2+Walnut Creek,CA 94598 _ BI 7.2.3-8_ .. _ Aug-2074,Rev 4 BI 7.,2.3-8 .. _ 9 Aug-2014,Rev 4 - -' 02013 by Quick Mount PV.All rights reserved. f � Town of Barnstable *Permit# (9 u Expires 6 months from issue date 318d1SNNV9 =10 NM01 Regulatory Services Fee Thomas F.Geiler,Director 9007 9 183A Building Division �/ Tom Perry,CBO, Building Commissioner JAWN3 SS311d_/1► 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint vlap/parcel Number 1g CjoCbS_ Lo T.S' ?roperty Address UMC4 L&)E ICk/U T�RII/I-LtE7,�►�. I/Resie intial Value.of Work/��006 Minimum fee of$25.00 for work under$6000.00 Owne :r-1came&Address 4"�r1F%W V_ )JN 6 D 1 m tj E, G&4y (1 (,Ak Ch (,61V F, CCry to t U I Ltk j Ply Contractor's Name (b R.t§ 6 ?A cL&Ot`C Telephone Number 43 Home Improvement Contractor License#(if applicable) I a 19(�'7 Construction Supervisor's License#(if applicable) IS 441 OJUP ❑Workman's Compensation Insurance Check one: -- ❑ I am a sole proprietor-- I am the Homeowner ] I have Worker's Compensation Insurance Insurance Company Name ( 1 fV S U Q-A A) co W orkman's Comp.Policy# 14 0 3 0 j a0 0 Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) [li]`Re-roof(stripping old shingles) All construction debris will be taken to Re-roof(not stripping. Going over existing layers of roof) t ("Re-side tQ'Replacement Windows. U-Value ? (maximum.44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. Home Impprovement Contractors License is required. SIGNATURE: �CQ4C- Q:Forms:expmtrg Revise071405 DNS.. �YA.�"'7 "��F''"g�6J,�11��1!NGARo'�•i`.�apel':`©0R , TRzC'TI'C�N SUP, icems� '. 948086 :. .• ' � r Tr no 3©68w2 r =gig y, Plr r �01 s w i r •i °FTME> Town of Barnstable Regulatory Services • snxxsr,�si,$, • Thomas F.Ge' er Director Mass. �, �1 , Building Division. Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA`02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder . I, D t R-iy_{J(-' C.R 44 ,as Owner of the subject property hereby authorize fit?yq Y) P A-Act y uk to act on my behalf, in all matters relative to work authorized by this building permit application for. l�-►vim, (Address of Job) Signature,o .91wner Date e r�t �1yU z 61 RA Print Name c- QTORM&OWNERPERMISSION s Assessor's map and lot number ..../..: ................ SINE l��♦ Sewage Permit number ........:. — 4.C., .�?.... ........ ... ........ o t EARNSTADLE, i House number .. '�....�.'...... n....1/. .............................:.::. 9 MAO& TOWN OF BARNST ' SEPTIC SYSTEM MUST RE INSTALLED IN COMPLIAN R ENVIRONMENTAL 5 nILDING INSPECTO RONIENTAL CODE ANP � l 1�4.. �............................ Tn�1F19� ERMIT. TO ......:..:.............................:.... TYPEOF CONSTRUCTION ...................... .4 �......... ................................................................. .....................19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a ermit accordin to the following information: ML Location (- ........ ......... y................. ............................... ProposedUse ............... .................................................. .......................................................................... o Zoning District ...................J� ............................................Fire District .... . .......C" )........... ................................... Name of Owner ... .5.... ....:a .................................Address ...1..—�1... .... e-...L. e ...XJ Name of Builder C�. ... . tt?r..... UCL;.r.....Address .................................................................................... Name of Architect ....YYO t�\. .LVX..... ........Address ...�......`..... �`�!�'��.. ...... G . ....... Number of Rooms ...`.................. :....................................Foundation ....... .......f�'....... . ..... l e�,...... Exterior ................ � 1 .......Roofing ......................... ...�`.�........... . ....... . Floors .. .. . ..........................................Interior ................... � ................................ Heating ......................................................... .. ......Plumbing ............ . P�'....� ...... . :..:..� .N..! 1��....... .r l ' Fireplace ............... Approximate Cost .....,........... ?r,........................................... VVv 0.9L Definitive Plan Approved by Planning Board -- ----------195--. Area .............. `��("................ Diagram of Lot and Building with Dimensions <Fee .........�.... . '.s ............... S TO APPROVAL OF BOARD OF HEALTH c / tf fZ. 3 d V r OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ..:... � ........... U Construction Supervisor's License ......,.!!.. .................... " j!t'S S TRUST ' 29054 No Permit figr�..l Story ................. _ Single Famil�D%ell g , ................ ..................r).-*.r.Is.`.................... Location ...Lo t.15.,.... :........... ......................C�T}.G.�.> �•..Y' ................ - Owner S L S.....Tr, .. ,'. . .3 ....................... ca Type of Construction j!!. ...................................ta Frme ;^ { i A *- s - � f Plot ............................ Lot ................................ Permit Granted ...........Fliax.c.h..1.9............19 86 Date of Inspection :...................................19 s Date Completed .....: .............19 0o F "•r Assessor's map and lot number .. .awe..... ./. ,�: j� r o CF THE TOE N Sewage Permit number ............. .- .9....:'c f....... 2, BSB� ST4DLE, House' number ,(...... �?!....^Cr.� w 90 %AM ....... ..... ............................... 1639• 0 NO TOWN OF BARNSTABLE- BUILDING INSPECT 0 R��. . APPLICATION FOR PERMIT TO ............. ......... TYPE OF CONSTRUCTION . . .... ........ ..... :......................................................... ......................19! 9•l•J TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ..............5,�.... ... ..... ........ a!l.C.,(`!!,.......tL. ✓�;�7............:.1- '2/. l ,Q11 :..... .�1............................ Proposed Use .............. .�Mt#'. .��..x�:��a ........................ ......................... Zoning District .................:. ..........................................Fire District .............. .....��................................................... .. { Name of Owner ... `? T ..................................Address ...� �... .... '— �'..... �L� ..... ?.�1 !triv?eto. Ct ......... ... .... Name of Builder C tr3C .. .......... .S..... UCL.:.....Address ....... ........................................................................... Name of Architect N(i p #A ... . ��E• �: ...... .......Address ...I�-: �:......,h�...... r�.�( /rt r �rl?. :........... ,... �/. Number of Rooms ...................... ................: Foundation .......�....:..I'�:..... C f .per..:....° tea' l✓��.�....a: ....:..................:...............Roofing ....................... ....'' .!�?:....................................,............. Exierior ............................. C Floors ....................(h ................................. .....Interior ... ....... ;� ....�QJ4I .. �.. ..- ....... ......Plumbin r Fif�kJC Gt: � Heating g Fireplace .........:.... '1................................................ Cost .............. `? _(�7 .............................. ---��. ---1 Definitive Plan Approved by Planning Board -5 ___f----------19 -----. Area Diagram of Lot "and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH �+ +h 4 „f� v OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. 47 Name .... ; /....... r ........................ Construction Supervisor's License ..... ,.U,.f4il S L S TRUST A=189-(-,rVC0(...oot 29054 112- Story No ..... ........... Permit for ............................ ...... t�ory*** ...... ............. Dwelling ............ ...of #5, ��Eth ne Location ....... ............... ... ...... ............. Centerville .. .................. ..................................... ............. S L S Trust Owner .................................................................. Type of Construction ,,,,Frame........................... ................................................................................ Plot ............................ Lot ................................ Permit Granted Ma r ch, 19, 86 ........................................19 'Date of Inspection ................................19 Date Completed ... ............-11....................19 J0 lq)01-Ac 7,t5'- l8,7 ,fTME,, TOWN OF BARNSTABLE Permit No. .29054 {` BUILDING DEPARTMENT . TOWN OFFICE BUILDING Cash .........400HYANNIS,MASS.02601 Bond .....�'.. r' CERTIFICATE OF USE AND OCCUPANCY' Issued to S L S Trust Address Lot #5, 11 Larch Lane Centerville, Massachusetts USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. .Building Inspector' { ��..� °•yew TOWN OF BARNSTABLE } BUILDING DEPARTMENT _ »1°TA % TOWN OFFICE BUILDING rua 039' HYANNIS, MASS. 02601 a i MEMO TO: Town Clerk FROM: Building Department DATE: i An Occupancy Permit has been issued for the building authorized by BuildingPermit #....... . J� . .. ......................................................................................................._. .................._..... .__ issued to s /-5... f✓S. `�` ,'... .J�... ��....vf ?C�i. /�.v.e .........� �ir//�� Please release the performance bond. 14 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I A , �'- m / IL DATA i TOWN OF BARNSTABLE, MASSACHUSETTSPERMIT 1 JOB WEATHER CARD ?.1ars:iL I.�1, PG DAZE 19 APPLICANT LEebel SO11Uws, Devel. ADDRESSii Uid. Ktc1�` �jJ 7:a1;.3 (i U8r.. .l 1 (N0.) - (STREET) (CONTR'S LICENSE) Lti id akTt'1l 7.T? T !:a a• .i NUMBER OF Fa .alll� na, PERMIT TO (=) STORY y :h;e DWELLING UNITS (TYPE OF IMPROVEMENT) NO. - (PROPOSED USE) ZONING AT (LOCATION) DISTRICT (NO.) (STREET) - BETWEEN AND- (CROSS STREET) (CROSS STREET) j LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION i 4 I TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION - (TYPE) REMARKS: AREA OR 7 J :iii• L,t • i._'� ' j�'•Ir ` :I I'. %J PERMIT VOLUME ESTIMATED COST $ FEE �.; (CUBIC/SQUARE FEET) - OWNER BUILDING DEPT. ADDRESS i.ai U711 i{tt' 3L� v.:lit[I�: BY r THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF:EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY, PERMITTED UNDER THE BUILDING CODE, MUST BE AP- PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE.OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONf OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. - MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD' KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND 1. FOUNDATIONS OR FOOTINGS. MADE. . WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED.SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL . MEMBERS(READY TO LATH). - - • FINAL INSPECTION HAS BEEN MADE. 3. FINAL INSPECTION BEFORE y OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVAL64� I • o 02 2 / �G� '"✓ ��/ 2 r 3 HEATING INSPECTING APPROVALS REFRIGERATION INSPECTION APPROVALS IVISION OTHER .2 i 11' ,NCRK SnA.L_ NCT PROCEED UNTIL THE PERMIT WILL BECOME NULL AND-VOID IF CONSTRUCTION INSPECTIONSIS&ICATED ON THIS CAR[ .NSPECTOR aAS APPROVED 714E VAPICUS WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE CAN BE ARRANGED FOR By TELEPHpNi STAGES OF CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE. _ OR WRITTEN NOTIFICATION. ' DING I`4 TOWN Of BARNSTABLE, MASSACHUSETTS PERMIT JOB WEATHER CARD p DAZE 19 �J LEbr.l SU11Uw � JrvvEl. C f? 1 G� f':y:a.:a:".:v it ti�L.-? APPLICANT ADDRESS- (N0.) (STREET) (CONTR'S LICENSE) �W>lly hJt?li'�l'l`J., NUMBER OF PERMIT TO (_`) STORY " DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) :_:GL ii 1 it ZONING AT(LOCATION) DISTRICT, (NO.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: j• Lt • ,'. , PERMIT $AREA OR ; VOLUME ESTIMATED COST $ FEE I (CUBIC/SQUARE FEET) u,,L 1 OWNER � BUILDING DEPT. �f, '•'�,'' •!d l.i!�a rift_ .�::� ii_:aS.i:::.:: BY ' ADDRESS THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY 0 PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AF ® PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINE' FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITION OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND 1. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING $HALL NOT BE OCCUPIED UNTIL MEMBERS(READY TO LATH). FINAL INSPECTION HAS BEEN MADE. 3. FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL 114SPECTION APPROVALS 2 2 2 r Z_IL�e_� I 3 HEATING 'NSPECTING APPROVALS REFRIGERATION INSPECTION APPROVALS ' BARNSTABLE �� E G MSION• vs OTHER 2 k I WORK SnAL_ NCT PROCEED UNT;L THE PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION iNSFECTIONS iNDICATED ON THIS C. :NSaECTOR 3A5 APPRCVEO THE VARICUS WORK IS NOT STARTED WITHIR-SIX MONTHS OF DATI!THE CAN BE AR?gNGED FOR BY TELEPW STAGES OF CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE. OR WRITTE TIFICATION. 0 IO � wZ 0 N CERTIFIED PLOT PLAN L O C A T I O N: c�wrE•�yiL�,E. �.qss • F OR: sSa0004JS EL. CO�p, 3CALE: l =30� 0ATE: EC3• /5L /.98�0 R E F E R E N C E: �.LA•v,2�co2�Eo �vr�,arz.vS �C3cE Z /? l4e- �eF-(:S vIST .OS A o T E 1 CERTIFY TO THE BEST OF MY KNOWL aR G. LAND SU EYOR AND BELIEF FROM INFORMATION ACQUIT-E-b, THAT THE, '>AZO/OFZOA�/ SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. OF g JOSEPH M. cQa MONAHAN,JR. J. M . MONAHAN, JR . & ASSOCIATES RO' '3No PROFESSIONAL LAND, SU RVEYOR..S .& ENGINEERS �suTt R�� T_OWN.I:. P_LAZA:- -.9.0.0....ROUT.E 13..4. S.OUT.H _D.ENN.I_S,...MA_SS _ ---- Q