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1157 VIOLET ST - SOLAR ELECTRIC r" Vis, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 ELECTRICAL PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 16-ELEC-1699 Job Type: ELECTRIC ONLY Description: solar roof mount 3kW photovoltaic system Estimated Value: Issue Date: 8/17/2016 Expiration Date: 2/13/2017 PROPERTY ADDRESS: Address: 1157 VIOLET ST RE Number: None GENERAL CONTRACTOR INFORMATION: Name: BUILDING UNLIMITED ROOFING & SOLAR Address: 12620-3 BEACH BLVD # 181 JACKSONVILLE, FL 32246 Phone: 954-235-8307 FEES: State Elec DBPR Surcharge $2.00 State Elec DCA Surcharge $2.00 Electrical Repairs $35.00 Trade Permit Base Fee $55.00 Total Payments: $94.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACII ORDINANCES AND THE FLORIDA BUILDING CODES. ;LC-An.,../ City of Atlantic Beach APPLICATION NUMBER Building Department '1. ., f. (To be assigned by the Building Department.) r .. tla SeminolecRoad 10-�LEC- t ^9oi � Atlantic Beach, Florida 32233-5445 rJ Phone(904)247-5826 • Fax(904)247-5845 0 �� r;;i� E-mail: building-dept@coab.us Date routed: (a- 1 a.� (7 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: t S r V Oi 2,} S .. Dssiarlikitnt review required Ye No p çBuilding Applicant: lLtt k t n u(\ m td tarrrrfng&Zoning Tree Administrator Project: kV) SO\(j,( YO 0 in Da Public Works p h/7N-0 v Dk a 1 L SI Sk-t nr) Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: • APPLICATION STATUS Reviewing Department First Review: 1q roved. ❑Denied. (Circle .1- Comments: BUILDING PLANNING &ZONING Reviewed by: Date: ' ).104/16' TREE ADMIN. Second Review: ['Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 I ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH OFFICE COPY 800 Seminole Rd,Atlantic Beach,FL 32233 Ph(904) 247-5826'' __ Fax(904)247-5845 11/40-61- 6C—rLl b .TOB ADDRESS: I cJ 1 Vi O �7 "N+ C. /St' i PERMIT# JEA INFORMATION REQUIRED ON ALL PERMITS 2cc AMPS X Iii - VOLTS S, Le PHASE VALUE OF WORK$ 6 S, our NEW SERVICE ❑ Overhead ❑ Underground ❑T Underground up Pole ❑Residential(Main)Service ❑0-100 amps ❑101-150amps ❑151-200amps ❑ amps #of Meters ❑Commercial(Main)Service 00-100 amps ❑101-150amps ❑151-200amps ❑ amps OCT Service 1 amps Conductor Type Size LIMulti-Family(Main)Service S" 110-100 amps ❑101-150amps ❑151-200amps amps # of Unit Meters 00 ❑Temporary Pole ❑ amps Q SERVICE UPGRADE ❑ amps ❑ CT Service amps e NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) ❑100 amps ❑150amps 0200amps ❑ amps OCT Service amps h ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. (45 Outlets/Switches: 0-30amps 31-10Oamps 101-200amps S Appliances: 0-30amps 31-100amps 101-200amps A/C Circuits: 0-60amps 61-100amps < Heat Circuits: # circuits @ kw Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS ❑Swimming Pool ❑ Sign ❑Smoke Detectors_Qty ❑Transformers KVA ❑Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans) Qty volts/amps VALUE OF WORK$ REPAIRS/MISCELLANEOUS ❑Replace Burnt/Damaged Meter Can ❑Safety Inspection ❑Panel Change ❑OH to UG /,, Other: S OI 4'� IZva C Ov 3 /L K" P1jo/ ix,l�-c 5 .P.,--, Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name D/ I ,/ck 644 6-4-.. Phone Number 151( Z 3's %3d 1 Electrical Company t ti. l S Vivi-.1"-t.1e, f2011;..5. ` /°-office Phone,51(2-35-$3b/ ax9OY3 ne37S Co.Address: Z3 se SE /7 4' City L,. w eSk44Cl StateZip33O35— License Holder(Print): 1k CO N M '-Ti h- 5i ' tate Certification/Registration# C✓C 54 0W Notarized Si. nature o _ ' , , , • , - 'r �- �."".,,, 70M GINOLESPERGERvagg � � / �,�, 4:4 _ (4) ., MY CAMMISSION#FF 92 d = _�� ay f ♦ �' / 2 F L.. EXPIRES:October 6,-���� j ''.;►P, P BO0ded'Nu No'aryPublic Undenrtite ;nature of Notary Public %� ' -4 -,J }w CITY OF ATLANTIC BEACH �►�. �� 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FILECOPY (904) 247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 7.29.16 Permit#: 16-ELEC-1699 Site Address: 2358 SE 17 TER, Homestead, Site Address: 1157 Violet St., AB FL Review: 1 Phone: 954-235-8307 RE#: Email: kmartin@solarinroof.com Homeowner: Applicant: Building Unlimited, RF & Solar Correction Comments: (Application is disapproved for the following issues: 1. Submitted all information for attaching panels to roof, including engineering from manufacturer of the mounting system, Product approval numbers if applicable. c- Imo' �" (:. S en # PIN a, I R evict. Co,-r-.v...• et, 4-1 1•Za. tG rr " 1 l ,r rlg('� tilflFl-' :gF F g.°t Nig 1 ;• r#3- I It 1 i Fv I ii t •I l'I #[-� qqgg 16 iq ii i i niltl i ig i I. •EE°Isl � 6�It li I$.�i� i a�F l �i6�$ g�1t i'P��' �� �g r° I v# � E�4 s'¢'r lop F•.III.41,11 1f it t v1,111i1.111.1111t 810.glia °fl o I;tho h ldi f h 1}. i � tg ls9'lai44 1=1!! Yga• 1 4fq' b +g C^ 3� � �3 �� i F'g4 3 $a a�at T$�3 Iir !! 4F if1 F■ i1343 4ry 11■ 3i 1[{■ Ila i ( ggi!li■iiNi i i.v! IT 11$til Ie Itif 111 L. lw ./q t a a IBeg�, v! alio iIv 1.1 y.iij! 311- 1irgii i e s a •v I Iri • ! Ph it 11; 4, i°6i 4'11 1s iII y■ Ir ■SE's II `1 i 1II 11 1 1 — TDS GF PAA■1(.a VIOLET STREET (000 FORT RIGHT-OF-WAY) I I' 'C — —F— —y; — — —f— �7 SKNLNYARK • a •A .1 I SCI waA tea, .'�:� I .I I 'i,"ti — . Eta 0' E OA I t waas 1.31]1 flaw «� _- —a- _ — _ — _ .—_ to _. —0 �i $ ea.eaua Q o4, 50.00•(R) 50.30'(F) V I l ,� 9 »ao'larr) a .4ab -A nat aaa o r� _49.9]' 1 1i. �a , l C . o ah Q ^4 0.N * - O}a� c�c 99'w-' e" 'P. O Sv i P.° � � . o r s s o o� E. v H VA �'�` . d Al 9 vI y m III %--11":. -.2... .. a o� - ,,fie -. ± ,a�'f i A rn "4- U\ V• $ ,- o O- . I a`•'.,-F8, O o 0 4 Pi `r ti o l a,] y 8 ,'i s, i--;,p, '''1..., YJ fDo s i O a v 2 U O �V I w �-B ` - C. i! I o c O . O' 1 , \ Ac, ' ' 6:44 e° NI 11 49.94•(1) ��/�]a)W. , C77:- BLOCK O C K 234 zi 50.00'(R) W 4 a LOT 4 LOT 3 1 I s1 ^v{T' ' V" BI 16 g 13 SOLAR HOME DEVELOPERS. c SITE PLAN - = f t 4 E ,m WITS=ridge 1157 VIOLET STREET �:FL SIM ATLANTIC BEACH,FLORIDA N W l .) REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL FILE COPY REQUIREMENTS AND CONDITIONS REVIEWED BY: / � ,DATE: d� 7 2'/OP 7/20/2016 JEA#684-Solar Permit Approval-1157 Videt St-Kevin Martin-Solar in Roof-WebMail-Msg From: Net Metering Program Mailbox<netmeter@jea.com> Sent: Wed 07/20/16 4:34 PM To: "kmartin@Solarinroof.com"<kmartin@Solarinroof.com> Priority: Normal "Gutierrez,Edgar A.-Manager Customer Solutions" Cc: <gutiea@jea.com>,"Lundeen,Timothy M.-Manager System Analysis" <lundtm@jea.com> A r°° Subject: JEA#684-Solar Permit Approval-1157 Violet St-Kevin Martin-Solar in Roof 11'61 . �, .. This customer's PV system as submitted meets JEA's Tier 1 net metering requirements. Premises Martin, Kevin (builder) (954) 235-8307 Fax (904)379-8378 kmartinPsolarinroof.com 1157 Violet St Atlantic Beach 32233 Contractor Building Unlimited Roofing and Solar Kevin Martin (954) 235-8307 kmartin(c)solarinroof.com PV system information from application \\ 11 panels 2.970 kw �/ Roof mounted—fixed axis ri Dennis Fleming 471 JEA DSM Coordinator <(J 21 West Church St. T-12 Jacksonville, FL 32202-3139 flemdj@JEA.com 904-665-7077 voice 904-665-7386 fax JEA is a not-for-profit, community owned utility i- I -� Florida has a very broad Public Records Law.Virtually all written communications to or from State and Local Officials and employees are public records available to the public and media upon request.Any email sent to or from JEA's system may be considered a public record and subject to disclosure under Florida's Public Records Laws.Any information deemed confidential and exempt from Florida's Public Records Laws should be clearly marked.Under Florida law,e-mail addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact JEA by phone or in writing. image002.png(image002.png): image003.png(image003.png): VP From:Net Metering Program Mailbox<netmeter@jea.com>-JEA#684-Solar Permit Approval-1157 Violet St-Kevin Martin-Solar in Roof httpJ/wm.mawebcenters.com/reademail.phplid=254918,fdder=lnbox&print=1 1/1 4w_ /6t:y7/"A"- 0). // 1 P tiyrt-e ii /0T1s H L ,Eie Z7 0 wa if- fFILE COPY r P v P 3e�00 5b 2Leo .. ,,c,,,,,ze,, r 11-11-04:1-0 IT:t.4,,,(t_i_t 1" BA 14-M 8o le �J:SC�? _fti`( - 50 fokei ifvZ A-22k-14 t^1;ceo �tW. -1-AiLeetifi �3,-. t.let-t5 0,vi--,‘..,1--e4, .ter g' r l'il-lkS 0 Ntiiii-e, - ',22Litto 1 5-q 235 03ef---/ 620, IL LA--1 62. -I—, i .) e Sal i l 7 0‘.2 4-e, 11--pp i-td 41/ p_Q✓K-L, _ I\ -- A_' ,L 6,,4..x,1, - 0A [- 7 20 /(2 . i Enphaseo Microinverters En p hase® M250 • mow= • The Enphase' M250 Microinverter delivers increased energy harvest and reduces design and installation complexity with its all-AC approach. With the M250, the DC circuit is isolated and insulated from ground, so no Ground Electrode Conductor (GEC) is required for the microinverter. This further simplifies installation, enhances safety, and saves on labor and materials costs. The Enphase M250 integrates seamlessly with the Engage® Cable, the Envoy®Communications GatewayTM, and Enlighten', Enphase's monitoring and analysis software. PRODUCTIVE SIMPLE RELIABLE -Optimized for higher-power - No GEC needed for microinverter -4th-generation product modules - No DC design or string calculation - More than 1 million hours of testing - Maximizes energy production required and millions of units shipped - Minimizes impact of shading, - Easy installation with Engage - Industry-leading warranty, up to 25 dust, and debris Cable years [e] enphase® SA• ENERGY C US F!LE COPY Enphase®M250 Microinverter II DATA INPUT DATA(DC) M250-60-2LL-S22, M250-60-2LL-S25 Recommended input power(STC) 210-310 W Maximum input DC voltage 48 V Peak power tracking voltage 27 V-39 V Operating range 16 V-48 V Min/Max start voltage 22 V/48 V Max DC short circuit current 15 A OUTPUT DATA(AC) @208 VAC @240 VAC Peak output power 250 W 250 W Rated(continuous)output power 240 W 240 W Nominal output current 1.15 A(A rms at nominal duration) 1.0 A(A rms at nominal duration) Nominal voltage/range 208 V/183-229 V 240 V/211-264 V Nominal frequency/range 60.0/57-61 Hz 60.0/57-61 Hz Extended frequency range* 57-62.5 Hz 57-62.5 Hz Power factor >0.95 >0.95 Maximum units per 20 A branch circuit 24(three phase) 16(single phase) Maximum output fault current 850 mA rms for 6 cycles 850 mA rms for 6 cycles EFFICIENCY CEC weighted efficiency 96.5% Peak inverter efficiency 96.5% Static MPPT efficiency(weighted,reference EN50530) 99.4% Night time power consumption 65 mW max MECHANICAL DATA Ambient temperature range -40°C to+65°C Dimensions(WxHxD) 171 mm x 173 mm x 30 mm(without mounting bracket) Weight 1.6 kg(3.4 lbs) Cooling Natural convection-No fans Enclosure environmental rating Outdoor-NEMA 6 Connector type M250-60-2LL-S22: MC4 M250-60-2LL-S25:Amphenol H4 FEATURES Compatibility Compatible with 60-cell PV modules Communication Power line Integrated ground The DC circuit meets the requirements for ungrounded PV arrays in NEC 690.35. Equipment ground is provided in the Engage Cable.No additional GEC or ground is required.Ground fault protection(GFP)is integrated into the microinverter. Monitoring Enlighten Manager and MyEnlighten monitoring options Compliance UL1741/IEEE1547, FCC Part 15 Class B,CAN/CSA-C22.2 NO.0-M91, 0.4-04,and 107.1-01 Frequency ranges can be extended beyond nominal if required by the utility To learn more about Enphase Microinverter technology, ra' enphase® visit enphase.com E NE R G Y ©2015 Enphase Energy.All rights reserved.All trademarks or brands in this document are registered by their respective owner. MKT-00070 Rev 1.0 Saak Copy Starling Madison Lofquist, Inc. Contultr, : titrurtural and Forensic Engineers --� 4 I ^— 5224 South 39'' Street, Phoenix, Arizona 85040 tel: (602) 438-2500 fax: (602) 438-2505 ROC#291316 www.smleng.com IronRidge March 14,2016 1495 Zephyr Ave Page 1 of 20 Hayward, CA 94544 Attn: Mr. David F. Taggart, Vice President Products Subject: IronRidge XR10 Rail, Roof Flush Mounting System—Structural Analysis Dear Sir: We have analyzed the IronRidge XR10 Rail for the subject solar module support system and determined that, for the configurations and criteria described below, it is in compliance with the applicable sections of the following Reference Documents: Codes:ASCE/SEI 7-10 Min. Design Loads for Buildings&Other Structures Florida Building Code 2014 Edition Other: AC428,Acceptance Criteria for Modular Framing Systems Used to Support PV Modules, dated Effective November 1,2012 by ICC-ES Aluminum Design Manual, 2010 Edition The IronRidge XR10 Rail is an extruded aluminum section with an overall depth of 1.75 in. and a net area of 0.363 sq.in. The rails are used to support solar modules, typically, on the roof of a building. See Exhibit 0010—attached. The modules are clamped to the rails by the IronRidge Module Mounting Clamps as shown in the attached Exhibit. The rails are attached to the L-Foot aluminum angle brackets that are either attached directly to the roof framing or attached to a stand that is screwed to the roof framing. The rails are mounted across the slope with a small clearance (flush mounting) to the underlying roof structure. The installed solar modules are at the same slope as the underlying roof structure. All loads are transferred to the roof framing through the L-Foot angle brackets by simple bi-axial flexure of the rails. The maximum span of the rails is governed by either the mid-span flexural stresses or the deflection requirement that the rail not come into contact with the roof. The effect of seismic loads (for all design categories A-F) have been determined to be less than the effect due to wind loads in all load conditions and combinations. Therefore, the maximum allowable spans for common load cases are shown in the tables below. Tables 1A-9A are for modules with a maximum long dimension of 67.5 inches and Tables 1B-9B are for modules with a maximum long dimension of 78.5 inches. Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers IronRidge March 14, 2016 Mr. David F. Taggart Page 6 of 20 IronRidge XRIO Rail, Roof Flush Mounting System — Structural Analysis Table 5A-MAXIMUM SPANS (in) -Roof Slope 7°to 27°-Wind Zone 2 (67.5" Max Module Length) XR10 Wind Ground Snow Load Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 psf psf psf psf psf psf psf psf psf 100 72 65 55 49 43 39 35 33 31 29 105 69 65 55 49 43 39 35 33 31 29 110 66 65 55 49 43 39 35 33 31 29 120 60 60 55 49 43 39 35 33 31 29 Category 130 56 56 55 49 43 39 35 33 31 29 140 52 52 52 49 43 39 35 33 31 29 150 49 49 49 49 43 39 35 33 31 29 160 46 46 46 46 43 39 35 33 31 29 170 43 43 43 43 43 39 35 33 31 29 100 61 61 55 49 43 39 35 33 31 29 105 58 58 55 49 43 39 35 33 31 29 110 56 56 55 49 43 39 35 33 31 29 120 _ 51 51 51 49 43 39 35 33 31 29 Category 130 48 48 48 48 43 39 35 33 31 29 140 44 44 44 44 43 39 35 33 31 29 150 41 41 41 41 41 39 35 33 31 29 160 39 39 39 39 39 39 35 33 31 29 170 36 36 36 36 36 36 35 33 31 29 100 56 56 55 49 43 39 35 33 31 29 105 54 54 54 49 43 39 35 33 31 29 110 52 52 52 49 43 39 35 33 31 29 120 47 47 47 47 43 39 35 33 31 29 Category 130 44 44 44 44 43 39 35 33 31 29 140 41 41 41 41 41 39 35 33 31 29 150 38 38 38 38 38 38 35 33 31 29 160 36 36 36 36 36 36 35 33 31 29 170 33 33 33 33 33 33 33 33 31 29 Notes—see page 20 Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -6- e FILE C IronRidge March 14, 2016 Mr. David F. Taggart Page 20 of 20 IronRidge XR10 Rail,Roof Flush Mounting System–Structural Analysis Notes–Tabulated values are based on the following criteria: 1. Building mean roof height=30 ft 2. Risk Category I 3. Solar maximum module long dimension is 67.5 inches for Tables 1A-9A and 78.5 inches for Tables 1B-9B. 4. Provide 2 in. clear between roof and rail 5. End cantilever span(max)=0.40 x maximum span(Lma,c)from above tables. See Figure A 6. No rail splices in outer 2/3 of end spans,or the middle 1/3 of interior spans based on the installed attachment spacing(Linstall). See Figure A 7. Single simple span(s). Spans listed in the tables above may be multiplied by 1.08 for continuous rails of 3 or more spans. 8. Module Mounting Mid Clamps shall not be installed less than 20 inches from Roof Zone 3 where wind speeds are marked with an * in Tables 3B and 6B. End Span Interior Span End Span fttt:ttltf,::�ttt'igA J 0.4 L_ L.„,„TYP 1/3 TYP— Figure A L�,=Maximum attachment spacing provided in the tables above for the project design criteria L;.,L„1=Actual installed attachment spacing =Indicates region of the rail where splice may be installed Our analysis assumes that the rails,including the connections and associated hardware,are installed in a workmanlike manner in accordance with the "IronRidge Flush Mount Installation Manual" by IronRidge and generally accepted standards of construction practice. Additional information is available at the IronRidge web site, IronRidge.com. Verification of PV Module capacity to support the loads associated with the given array shall be the responsibility of the Contractor or Owner and not IronRidge or Starling Madison Lofquist. 1961110 - The adequacy of the supporting roof framing is to be determined by others. 4%.( Please feel free to contact me at your convenience if you have any questions. . . F • �. : No 72547 • Respectfully yours, STATE OF '11/: P� • i��••0,0%4• R 1..•' �b, E(1). 111 woNALex4 Tres Warner,P.E. 2./.2,1'� Immo- •l.i. Design Division Manager Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -20- coPY MAFERUt H:��� DO NOT PROPRIETARY AND CONFIDENTIAL 02/09/2016 SCALE DP.AWINv ",1...,.n1:aro...1(%.NIM. Module Mounting System ih Bonding End Clamp VARIES e: IIIIIIIIIIIIIIIIIIiIIIIIIIIIIIr- 11-1111111111l111111111111ll ll1 XRIO Rail I I I I I l I 1 I I I l 1 I I I I 1 I 1 I 1 I 1 I I I l I / DETAIL B 1. R ./// Module Mounting System SCALE 1 : 4 1 I + Bonding Mid Clamp ' I '�- I VARIES 1 1 1 1 3-- VARIES III A T . 7.L l l I I I I I I T I I I I I I -Slope 11 1 1 1 1 1 1 1 1 1 I 1 1 1 11111111111111 II IIII111E- 1_L1I � I 0 _ _IIIIiIIIIIII [ IIIII1111111I111 ) III PLAN VIEW DETAIL A SCALE 1:40 SCALE 1 : 4 "E`t.E` - - /Ai.IRONRIDGE• DIMENSIONS ARE IN XRIO ROOF MOUNT FLUSH INCHES. TOLERANCES: L•+,.:,> EXHIBIT EX-0010 - page 1 of 3 XX: ;x-72° a . I • Ex o010 XXX:+/-010 ANGLES: /_)° .- . ._-. rp P., Copyr .A..l PROPNETARY AND CONNDENDAIDi•Men.11.11.1.71.0•Da PAVOGIOltitIll WOW.; 02/09/2016 ,,,,moo,, NM.• I ”->11.«0Mt Module Mounting System Bonding End Clamp PV Modules 0.4 X L (MAX) Span 0.4 X L (MAX) Ell re l 1 / t I C.. eu u / ' u ua� U DETAIL E SCALE 1 :5 Roof Mount (Or Alternate flashing) Existing Roof Structure PV Modules L-Foot PV Modules -- AM'KIIIIMplik Module Mounting System 4X .375 Bonding Midid Clamp Pv Module Spacing) MIIIIMINF PV Modules PV Modules Roofing • i (By Others) �_,■,_ Mt= ��ii.�u�1111111111.1111•111111111111111111111111111111/ ...... .. Ji DETAIL D SCALE 1 :5 Roofing Framing (By Others) /fir.IRONRIDGE DETAIL C SCALE 1 :4 XR10 ROOF MOUNT FLUSH A EX-0010 EXHIBIT: EX-0010 - page 2 of 3 D°l�°' lw .._ _,____ $ChIE DRAYlIf::i 1::A'.C:I:l� [N I tom::"iCJ F!! E COPY PROtRNTARY AND CONFIDENTIAL 02/09/2016 J F Module Mounting System 4 0 Grounding Mid Clamp L-Foot 1,/1 Roof Mount . (Or Alternate flashing) isitir XR10 Rail Rail Facing: Rail may Face Either Upslope or Downslope 11(°1111*°° Ill Module Mounting System Bonding End Clamp Roof Framing (By Others) DETAIL F SCALE 1 :5 /lr IRONRIDGE C:OAut Klf: XR10 ROOF MOUNT FLUSH EXHIBIT: EX-0010 - page 3 of 3 E� a 1 ,"EX colo ):/.lE CR4\YI:.j s.. T ;nCE'IrEJ Cut Sheet COPYBdd RONRIDGE L-Foot 0 (#.-,*I) itt.. 0 O Item Number Component Qty in Kit 1 FOOT, EXTRUDED L-SLOTTED 4 2 NUT, FLANGE, L-FOOT 4 3 BOLT, BONDING 3/8-16 SQ HEAD 4 Part Number Description FM-LFT-002 Kit of 4,Slotted L-Foot,With Bonding Bolt (Mill Finish) FM-LFT-002B Kit of 4,Slotted L-Foot,With Bonding Bolt(Black Finish) 1) Foot, Extruded L - Slotted 2) Bolt, Bonding 3/8-16 Sq Head 24- -1iir 3/8-16 THD _}__�_ .42 M il 0 1.18 56 v TT _...] .75 He- -►I .94 1--0— Property Value I Material 300 Series Stainless Steel T,. ..._ Finish Clear 1.22 3) NUT, FLANGE, L-FOOT 3.00 _Y_--- I 0 75 7/16"Head 3/8-16 THD �1 .31 47;:‘,NN ■ ili '" I H 1.88. -►H 1.92 k—t .79 Property Value Property Value Material Aluminum Material 300 Series Stainless Steel Finish Mill/Black Finish Clear v1.0