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Home My WebLink AboutB17-1335 047-410-014i BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line (IVR) : 530.538.4365 (Cut off time for inspections is 3pm) Development Services cannot guarantee inspections on the date requested Office: 530.538.7601 Fax:530.538.7785 www.ButteCountv.net/dds Permit No: B17-1335 Issued: 7/3/2017 APN: 047-410-014 Address: 3546 KEEFER RD, CHICO Owner: CRAIG WAYNE DEAN & SHELLI Permit Type: SOLAR ROOF -RES Description: SOLAR ROOF -RES (10.2KW) AREA 4 Flood Zone: A SRA Area: Yes SETBACKS for Zoning- AG. SRA_ PW Front: Centerline of Road: Rear: SRA: Street: AG: Interior Total Setback from Centerline of Road: ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR INSP DATE Setbacks 131 Foundations / Footings 111 Pier/Column Footings 122 Eufer Ground 216 Masonry Grout 1 120 Setbacks 131 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test Underground/floor 404 Gas Piping Underground/floor 403 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Blocking/Un einin 612 Tiedown/Soft Set System 611 Do Not Install Floor Sheathing or Slab Until Above Signed Shearwall/B.W.P.-Interior 134 Shearwall/B.W.P.-Exterior 135 Roof Nail/Drag Trusses 129 417 Manometer Test Do Not Install Siding/Stucco or Roofing Until Above Signed Rough Framing 153 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 4 -Way Rough Framing 128 Gas Piping House 403 Gas Test House 404 Shower Pan/Tub Test 408 Do Not Insulate Until Above Signed Inspection Type IVR INSP DATE T -Bar Ceiling 145 Stucco Lath 142 Plumbing Final 813 Fire Sprinkler Test or Final 702 SwimminR Pools Setbacks 131 Pool Plumbing Test 504 Gas Test 404 Pre-Gunite 506 Pre -Deck 505 Pool Fencing/Alarms/Barriers 503 Pre -Plaster 507 Manufactured Homes Setbacks 131 Blocking/Un einin 612 Tiedown/Soft Set System 611 Permanent Foundation System 613 Underground Electric 218 Sewer 407 Underground Water 417 Manometer Test 605 Continuity Test 602 Skirting/Steps/Landings 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: Insignia: �rz ..`. 'y Permit Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Fire Sprinkler Test or Final 702 N i Public Works Final 538.7681 Fire De artment/CDF 538.6226 Env. Health Final 538.7281 Sewer District Final "PROJECT FINAL *Project Final is a Certificate of Occupancy for IResfdential Only) PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION `a BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR)#:530.538.4365 OFFICE #: 530.538.7601 FAX#:530.538.7785 r www.ButteCounty.net/dds . c pp tcan . quare oo age, OWNER/BUILDER CRAIG WAYNE DEAN & Building Garage Remdl/Addn P O BOX 7108 - 0. 0 0 CHICO, CA 95927 Other Porch/Patio Total 5305201917 0 0 0 LICENSED, CONTRACTORS DECLARATION 1 ';. OWNER/, BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for OWNER/BUILDER / / the reason(s) indicated below by the checkmark(s) I have placed next to the applicable item(s) (Section 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter g improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license i permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' in full force and effect. State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt from licensure and the basis for the alleged exemption. X Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): Contractors Signature Date ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do U all of or U portions of the work, and the structure is not intended or offered for sale 4 " WORKERS' COMPENSATION DECLARATION (Section 7044, Business and Professions Code: The Contractors' Slate License Law does not apply to an owner of property who, through employees' or personal effort, builds or improves the I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: property, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the Owner -Builder will have the ❑I have and will maintain a certificate of consent to self -insure for workers' burden of proving that it was not built or I, compensation, issued by the Director of Industrial Relations as provided for by Section improved for the purpose of sale.). ' 3700 of the Labor Code, for the performance of the wor:c for which this permit is issued. Policy No. ElI have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier. Policy Number: Exp. Date: ❑I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' • compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those I, as owner of the property, am exclusively contracting with licensed Contractors to construct the project (Section 7044, Business and Professions Code: The Contractors' Slate License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a licensed Contractor pursuant to the Contractors' State License Law.). - ElI am exempt from licensure under the Contractors' State License Law for the following reason: X ' provisions. e 4 " PROJECT.INFORMATION PERMIT APPLICANT -DECLARATION SignatureDate Site Address: 3546 KEEFER RD WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS Owner: Permit NO: B 17-13 3 S APN: 047-410-014 correct. CRAIG WAYNE DEAN & SHEL t agree to comply with all applicable city and county ordinances and state laws relating Permit type: MISCELLANEOUS P O BOX 7108 Issued Date: 7/3/2017 By JMD r Subtype: SOLAR ROOF -RES Authorized Agent": 'requires separate verification form —requires separate CHICO , CA 95927 Expiration Date: 7/3/2018 Description: , SOLAR ROOF - RES (10.2KW) Lender's Name and Address 5305201917 % Occupancy: Zoning: r --t— n A 1' t S F t c pp tcan . quare oo age, OWNER/BUILDER CRAIG WAYNE DEAN & Building Garage Remdl/Addn P O BOX 7108 - 0. 0 0 CHICO, CA 95927 Other Porch/Patio Total 5305201917 0 0 0 LICENSED, CONTRACTORS DECLARATION 1 ';. OWNER/, BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for OWNER/BUILDER / / the reason(s) indicated below by the checkmark(s) I have placed next to the applicable item(s) (Section 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter g improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license i permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' in full force and effect. State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt from licensure and the basis for the alleged exemption. X Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): Contractors Signature Date ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do U all of or U portions of the work, and the structure is not intended or offered for sale 4 " WORKERS' COMPENSATION DECLARATION (Section 7044, Business and Professions Code: The Contractors' Slate License Law does not apply to an owner of property who, through employees' or personal effort, builds or improves the I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: property, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the Owner -Builder will have the ❑I have and will maintain a certificate of consent to self -insure for workers' burden of proving that it was not built or I, compensation, issued by the Director of Industrial Relations as provided for by Section improved for the purpose of sale.). ' 3700 of the Labor Code, for the performance of the wor:c for which this permit is issued. Policy No. ElI have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier. Policy Number: Exp. Date: ❑I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' • compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those I, as owner of the property, am exclusively contracting with licensed Contractors to construct the project (Section 7044, Business and Professions Code: The Contractors' Slate License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a licensed Contractor pursuant to the Contractors' State License Law.). - ElI am exempt from licensure under the Contractors' State License Law for the following reason: X ' provisions. Owners Signature Date X PERMIT APPLICANT -DECLARATION SignatureDate By my signature below, I certify to each of the following: I am L) a California licensed contractor or U the property owner' or U authorized to WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS act on the property owner's behalf UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES I have read this construction permit t application and the information I have provided is AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN correct. ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN t agree to comply with all applicable city and county ordinances and state laws relating SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. to building construction. - authorize representatives of this city or county to enter the above -identified property CONSTRUCTION LENDING AGENCY DECLARATION . ' , for inspection purposes. California Licensed Contractor, Property Owner* or Authorized Agent": 'requires separate verification form —requires separate I hereby affirm under penalty of perjury that there is a construction lending agency for the -authorization form ' performance of the work for which this permit is issued (Section 3097, Civil Code). Lender's Name and Address .Lender's Name & Address City State Zip .,-'FEE INFORMATION Total Fees: $445.00 Fees Paid: $445.00 Balance Due: (None) Job Value: 1$12,000.00 a Detached non-habitable structure: Cal Fire regulations t ' state that setback requirements do not apply to detached non-habitable structures ' ..p Junction box ` 2' 8" max cantilever o S o , toMMSP /3W/G 8' max span ® ® Microinverter >. ' o o :® ® ® o. ® ® ® aw c® ` o o 0 0 0 ' ® 00 ®® C,0 ® ®O ® Co , o Sub panel , 4, . - 71 ® ® Qin ® LIQ s 1.0 Keefer.Road 1.. NEW SYSTEM IS GRID-INTERTIED VIA (40) UL-LISTED POWER CONDITIONING Roof Plan & Truss Section Rev. , Date Description i V/ INVERTERS - ENPHASE M215-60-2LL-S22-IG (240 VAC) W/INTEGRATED GROUND - Drawn By: David W 2. SYSTEM IS GROUNDED VIA BONDED COPPER WIRE & UNIRAC BONDING CLIPS Client : Wayne Craig W' - e F" 9. THIS SYSTEM HAS NO UPS, No BATTERIES I 3546 Keefer Rd, Chico, CA 95973 Date: 06/27/2017 • 4. THIS IS A ROOF-MOUNTED SYSTEM, ADDING 2.81 LB/SgFT.IROOF IS (1) LAYER O ' COMP SHINGLE ROOFING (ROOF SLOPE IS 6:12) _ a 5. ROOF JOISTS ARE 2X4"ENGINEERED TRUSSES AT 24" O.C. SPACING - ••� ✓, Scale - __ NTS' . Z6. LAG SCREWS ARE 5/16" x 4" AT 96" O.C. MAX, W/3" INTO FRAMING. 7. LABELING DETAIL ON ATTACHED SHEET 8. DETACHED GARAGE IS{1)SrORIES' tem 1011 DC Photovoltaic Sy 40 Canadian SolarCS612455P ' � � _ � Canadian Solar C56P-255P AC CALCULATIONS (14 per circuit) Enphase M215-60-2LL-S22-IG (14 per circuit) Enphase M215-60-2LL-S22-IG 200A utility meter main -- i Circuits 1-22 = 240V electric service from utility O - Continuous Curren[ = Imax x 1.25 = 12.6 A x 1.25 = 15.75 A Derate Ampacity = 90deg Rating of Conductor (T-310.16) (1) IW main breaker x 90deg Temp Correction Factor (T-310.16) h x Conduit Fill Factor (T-3 10. 15(B)(2)(a) (12 per circuit) Enphase M215-60-2LL-S22-IG = 30 A x .87 x 1.00 = 26.1 A - So that, Derate Ampadty > Continuous Current = 26.1 A > ' - - - 15.75A»OK And, Derate Ampacity > Overcurrent Device Rating = 26.1 A > ' 20A>>OK _ - - (1)409A, 2 pole, sub panel breaker Circuit 3 ate, Continuous Current = Imax x 1.25 = 10.8 A x 1.25 = 13.5 A Derate Ampacity = 90deg Rating of Conductor (T-310.16) x 90deg Temp Correction Factor (T-310.16) h x Conduit Fill Factor (T-330.15(B)(2)(a) - - - =30 A x.87x 1.00=26.1A So that, Derate Ampacity > Continuous Current = 26.1 A > ' 13.5 A >> OK _- - - And, Derate Ampacity > Overcurrent Device Rating = 26.1 A > 15A>>OK CIRCUITS 1-2 - SOLAR CIRCUIT MAXIMUM CURRENT: _ = 2B8'A sub panel 12.6 A SOLAR CIRCUIT OPERATING VOLTAGE: 240V - - - - CIRCUIT 3 - SOLAR CIRCUIT MAXIMUM CURRENT: 10.8 A SOLAR CIRCUIT OPERATING VOLTAGE: 240V - - - (3) 20A, 2 pole, backfed solar breaker (40) Enphase M215-60-2LL-S22-IG 240(VAC) micro -inverters Pmax (Each): 225 watts Imax (Each) = 0.9A, 240(VAC) Circuit 3 (40 Total) Canadian Solar CS6P-255P Icont = 13.5 A, 240 VAC 255W -STC photovoltaic modules. (3) #12 THWN-2 For Each Module: (1) 1/C #12 Gnd 12/3 w/G NM -B Voc = 37.4 VDC - - - Vmp = 30.2 VDC Isc = 9.0 A Circuit 2 Imp = 8.43 A - - - Icont = 15.75 A, 240 VAC (3) #12 THWN-2 Enphase & Unirdc intergrated bonding (1) 1/C #12 Gird 12/3 w/G NM -B NEC 705.12 Circuit 1 120% Rule Caldulations Icon[ = 15.75 A, 240 VAC Center Fed Panelboard Adjustment - N/A (3) #12 THWN-2 'Supply Breakers + 20% 5 Busbar Rating - (1) 1/C #12'Gnd 12/3 w/G NM -B • eusbar Rating = 200A - s 175A Main _ - 15A Solar + 15A Solar + 15A Solar 175A + 45A 5 200A * 1.20 220A 5 240A = OK V1. THE PV SOURCE CIRCUIT IS NEGATIVELY GROUNDED 2. WIRE AND SIZES ARE AS INDICATED OR LARGER. W BY ENPHASE UNIRAC INTERGRATED GROUNDING Single Line Drawing Client : Wayne Craig Chico, CA 95973 Drawn By: David W . Rev. Date Description 3. ALL EQUIPMENT IS BONDED & 3546 Keefer Rd, Date: 06/27/2017 4. THE ELECTRIC SERVICE PANEL WILL BE CLEARLY LABELED AS FOLLOWS: O "THIS PANEL IS FED BY THREE SOURCES: SOLAR PHOTOVOLTAIC SYSTEM ON PREMISES" Scale - NTS "WARNING: ELECTRIC SHOCK HAZARD. DO NOT TOUCH Z TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD 10.2kW DC Photwobic System (40 Canadian Solar CS6P•255P) SIDES MAY BE ENERGIZED IN THE OPEN POSITION. " 7 - STRU(TURAC ENGINE€RS : .October 30,2014 Q�pFESS/O UniRac��0 �NM NE7Zgy 2 1411 Broadway Boulevard NE � F Albuquerque, New Mexico 87102=1545 w TEL: (505) 242-6411 FAX: 505 2a2-6412 No. s3a�s. ( ) * Exp. 3-3 - Attn.: Engineering Department, `r�gT�TRUCTUR Fp��\� OF,CAS Re: Engineering Certification for UniRac's SolarMount Design & Engineering Guide PZSE, Inc. -Structural Engineers has reviewed UniRac's "SolarMount Design & Engineering Guide" and specifically the enhancements of the SolarMount Flush -to -Roof System, Pressure Lookup`Tables, and Downward & Upward Span Length Tables. This certification excludes connections to building structures and the effects on building structure components. All information, data and analysis contained within the' Installation Manual are based on, and comply with the - following: 1._ 2012'International Building Code, by International Code Council, Inc., 2012 2. 2013 California Building Code, by California Building Standards Commission, 2013 3. ASCE/SEI 7-10 Minimum Design Loads for Buildings and other Structures .4. 2010 Aluminum Design Manual, by The Aluminum Association, 2010 This letter certifies that the structural calculations contained. within UniRac's "SolarMount. Design & Engineering Guide" are in compliance with the above Codes. If you .have any questions -on the above, do not hesitate to call. Sincerely, Paul Zacher, SE - President 8150 Sierra, College Boulevord, Suite 150 • Roseville, CA 95661. 916.961.3960 P • 916.9b1.3965 • www.pzse.com LABELING - TYPE, INFO & LOCATION DCCIRCUIT WARNING LABEL (CENTRAL INVERTERS OMEY) ( - - MOUNT ON INVERTER WHITE TEXT/RED BACKGROUND ENGRAVED PLACARD 3/16"/13.6pt LETTERING POINT OF INTERCONNECTION - AC WARNING _HEEL tix __ .... _. MOUNT ON MAIN SERVICE PANEL OR SUBPAh EL WHITE TEXTIRED BACKGROUND ENGRAVED PLACARD - 3116"/18pt LETTERING Y = SUBPANEL POINT OF INTERCONNECTION LABEL MOUNT ON MAIN SERVICE PANEL WHITE TEXT/RED BACKGROUND ENGRAVED PLACARD, 3116.113.Spt LETTERING CAUTION: SOLAR CIRCUIT WARNING LAEEL= = -= e...- _ ._.....__.. ...... _..__._. ........... AFFIX TO CONDUIT @ ENDS & 10' INTERVALS _ WHITE TEXTIRED BACKGROUND - REFLECTIVE STICKE!F 7116-131.5pt LETTERING anadianSolar CS6' is robust solar module with 60 solar cells. These rodufes -an be used for on -grid solar appl cEbons-Gur meticulous design and p-odection tech iiCLes ensure a high -yield, long-term perfornancefor every module produced. Our rigorous quality control and in-house testir g facilities guarantee Car:a;dian Solar's modules mee. the highest qualtystandartIls possible. BestQuality • 235 g aality conl!tol points in module proc uclon • EL s,ieennq :o -eliminate product defec s • Curr ---it bieuriirigto improve system performance • High PIDPessr:ance • Accr�ditec SzItunist/Ammonia resistance • Tc p performaace by PVUSA Test Condit -ons. (P'TG: ratirc , Best%Varra-iry Insurance • 2E years wo-Idwide coverage • 1C0 o,warraiey=ermcoverage • Pr %Ading lih rJ party bankruptcy rights •. Non-cancelIB:)lB • Irrm=_jiate00verage • In au -ed by 3 world top insurance compa-iies Com-3rehensive Certificates • IEL 31215%[EC61730, IEC61701 ED2, UL 1703, IEC 32716c KENCO, CEC Listed, CE, JET and MCS • IS�9001: 2C C.B. Quality Management Srstetn • ISDATS169«c409: The automotive qualitp managements`stem • ISO --001 2O1c: Standards for Environmertal man33emert system • QC0EC�00C FISP M: The Certification for Hazardous SLbStances Regulations • OHS-S1£671:2007Internationalstandlard3for occr,pationall iealth and safety • REACH Cc+ropliance 0 SGS www.canadiansok room r , C. 235/240/245/250/255p Electrical Data: STC CS6P-235P CS6P-240P CS6P-245P CS6P-250P CS6P-255P Nominal Maximum Power (Pmax) 235W 240W 245W 250W 255W Optimum Operating Voltage (Vmp) 29.8V 29.9V 30.OV 30.1V 30.2V Optimum Operating Current (Imp) 7.90A 8.03A 8.17A 8.30A 8.43A Open Circuit Voltage (Voc) 36.9V 37.OV 37.1 V - 37.2V 37.4V Short Circuit Current (Isc) 8.46A 8.59A 8.74A 8.87A 9.00A Module Efficiency 14.61% 14.92% 15.23% 1 15.54% 15.85% Operating Temperature -40'C -+85°C Maximum System Voltage 1 OOOV (IEC) /600V (UL) Maximum Series Fuse Rating k 7 15A Application Classification Class A Power Tolerance 0-+5W Temperature Characteristics [Temperatue Coefficient Pmax -0.43%/'C Voc -0.34 %/C 0.065 %rc ormal Operating Cell Temperature 45t2'C i Performance -at t-ow'lrradiance „ { Industry leading performance at low irradiation environment, +95.5%module.efficiencyfrom an irradiance of. 1000w/m.'to.200w/m' ✓.j :(AM.1.5, 25-C) _ .. Unden$tandard Test Conditions ($TC)pf irradlance:of t000Wlm': spectrum AM 1.5 and cell temperature of25t . } En' inghprine, nrnwinris nt NOCT CS6P-235P CS6P-240P CS6P-245P CS6P-250P CS6P-255P Nominal Maximum Power (Pmax) 170W 174W 178W 181W 185W Optimum Operating Voltage (Vmp) 27.2V 27.3V 27AV 27.5V 27.5V Optimum Operating Current (Imp) 6.27A 6.38A 6.49A 6.60A 6.71A Open Circuit Voltage (Voc) 33.9V 34.OV 34.1 V 34.2V 34AV Short Circuit Current (Isc) 6.86A 6.96A 7.08A 7.19A 7.29A i i Under hloimel.Operatinq Cell'Tamperature Irratliance of 8001Nlm spectrum:AM-1.5,-ambient temperature 2' -' wlndspeedlm!s''` Mechanical Data `' c a1 i } I 1 f Cell Type Poly -crystalline 156 x 156mm, 2 or 3 Busbars CellArrangement 60 (6 x 10) Dimensions 1638 x 982 x 40mm (64.5 x 38.7 x 1.57in) Weight 19kg (41.9 lbs) Front Cover 3.2mm Tempered glass Frame Material Anodized aluminium alloy J -BOX IP65, 3 diodes Cable 4mm'(IEC)/12AWG(UL), 1000mm Connectors MC4 or MC4 Comparable Standard Packaging (Modules per Pallet) 24pcs Module Pieces per container (40 ft Container) 672pcs (40'HO) About Canadian Solar Canadian Solar Inc. is one of the world's largest solar companies. As a leading• vertically -integrated manufacturer of ingots, wafers, cells, solar modules and solar systems, Canadian Solar delivers solar power products of uncompromising quality to worldwide customers. Canadian Solar's world class team of professionals works closely with our customers to provide them with solutions for all their solar needs. , EN -ROY 3.51 copyright 4 2012 Canadian Solar Inc. Canadian Solar was founded in Canada in 2001 and was successfully listed on NASDAQ Exchange (symbol: CSIQ) in November 2006. -Canadian Solar has module manufacturing capacity of 2.05GW and cell manufacturing capacity of 1.3GW. I � Pei e t [ i t 2 i 1 • ;'�t I 8. t i }. }t 3 .t ( t Section A -A k About Canadian Solar Canadian Solar Inc. is one of the world's largest solar companies. As a leading• vertically -integrated manufacturer of ingots, wafers, cells, solar modules and solar systems, Canadian Solar delivers solar power products of uncompromising quality to worldwide customers. Canadian Solar's world class team of professionals works closely with our customers to provide them with solutions for all their solar needs. , EN -ROY 3.51 copyright 4 2012 Canadian Solar Inc. Canadian Solar was founded in Canada in 2001 and was successfully listed on NASDAQ Exchange (symbol: CSIQ) in November 2006. -Canadian Solar has module manufacturing capacity of 2.05GW and cell manufacturing capacity of 1.3GW. I � Pei e t [ Curves (CUP25513)P I 8. About Canadian Solar Canadian Solar Inc. is one of the world's largest solar companies. As a leading• vertically -integrated manufacturer of ingots, wafers, cells, solar modules and solar systems, Canadian Solar delivers solar power products of uncompromising quality to worldwide customers. Canadian Solar's world class team of professionals works closely with our customers to provide them with solutions for all their solar needs. , EN -ROY 3.51 copyright 4 2012 Canadian Solar Inc. Canadian Solar was founded in Canada in 2001 and was successfully listed on NASDAQ Exchange (symbol: CSIQ) in November 2006. -Canadian Solar has module manufacturing capacity of 2.05GW and cell manufacturing capacity of 1.3GW. -V Curves (CUP25513)P Section A -A a 7 -350 ti R o - I i ( O € i z . mow! t 11.5 ) ! ) _.. 0 G td 1 n 25 25 3i7 3. i0 a S A 4 'C t x� S; = 4R9u6 t YO E�.t $ _-Specifications included in this datasheel are sublact to changewtthout poor notice. About Canadian Solar Canadian Solar Inc. is one of the world's largest solar companies. As a leading• vertically -integrated manufacturer of ingots, wafers, cells, solar modules and solar systems, Canadian Solar delivers solar power products of uncompromising quality to worldwide customers. Canadian Solar's world class team of professionals works closely with our customers to provide them with solutions for all their solar needs. , EN -ROY 3.51 copyright 4 2012 Canadian Solar Inc. Canadian Solar was founded in Canada in 2001 and was successfully listed on NASDAQ Exchange (symbol: CSIQ) in November 2006. -Canadian Solar has module manufacturing capacity of 2.05GW and cell manufacturing capacity of 1.3GW. E -Mount Lag I QMSE' -LAG r, r ...'�F RIDGE —9,00. REM NO. DESCRIPTION QTY./BOX; 1 FLASHING, 9" X 12" X .040", 5052, MILL I 2 QBLOCK, CLASSIC, A360.1 CAST AL, MILL 1 3 PLUG, SEALING, 5116'X 7/8", EPDM / 18-8 SS 1 4 LAG SCREW, HEX HEAD, 5/16" x 5-1/2", 18-8 SS 1 5 WASHER, FENDER, 5/16" ID X 1-1 /4" OD, 18-8 SS, I j RACKING COMPONENTS NOT INCLUDED 5 / kul ck Mount PV° ................................................. _..................... _..... ---... _.__._._................................ _..................................... _........ TITLE: QMSE-LAG: QMPV E -MOUNT AVAILABLE IN MILL, AND WITH LAG BOLT 3RONZE ANODIZED FINISHES IEOPIIRRRY AMD CONIOFM4l AIEPRGPg Pr KGUIC[n,OUNi W. .NYREPR000C(ION I(PNft OR AS KN O LION CO N E 1 16 MNGR O 4 (IIIE,VR EN.. Of mOUM PVDPRO .... otF wD ou m DsaN auRx -................ ............ I UNLESS OTHERWISE SPECIFIED: ! S ! ........ ................................................... --J SIZE Z I DRAWN BN RAD REV I DIMENSIONS ARE IN INCHES TOLERANCES: IA ! ......_.—._.._.....................................__. I FRACTIONALS I/e /"� 's DATE: 3/2/2015 3 DO NOT SCALE DRAW WG i1W0PLACE DECIMAL -.1e...................i..........r................................... _ .....__...._____..... THREE PLACE DECIMAL e.125 SCALE: 1:3 I WEIGHT:0.96 SHEET I OF I .3...: ..... _............................... t................__.. _ z�.—.._:._._..1............_..__......''-' 1 ---...._._._.... Sources: American Wood Council, NDS 2005, Table 11.2 A, 11.3.2 A Notes: 1) Thread must be embedded in a rafter or other structural roof member. 2) See NDS Table 11.5.1C for required edge distances. Quick Mount Pkvt" RESPECT THE ROOF BI 7.2.3-31 Mar -20,15, Rev 3 • • • •capacities Lag Bolt Specifications Specific Gravity 5/16" shaft per 3" thread depth 5/16" shaft per 1" thread depth Douglas Fir, Larch .50 798 266 Douglas Fir, South .46 705 235 Engelmann Spruce, Lodgepole Pine (MSR 1650 f & higher) .46 705 235 Hem, Fir .43 636 212 Hem, Fir (North) .46 705 235 Southern Pine .55 921 307 Spruce, Pine, Fir .42 615 - 205 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) - s0 796 - 266 Sources: American Wood Council, NDS 2005, Table 11.2 A, 11.3.2 A Notes: 1) Thread must be embedded in a rafter or other structural roof member. 2) See NDS Table 11.5.1C for required edge distances. Quick Mount Pkvt" RESPECT THE ROOF BI 7.2.3-31 Mar -20,15, Rev 3 Enphase® M215 Microinverter // DATA OUTPUT DATA (AC) @208 VAC @240 VAC ;. Peak output power 225 W 225 W Rated (continuous) output power 215 W 215 W r-_�_-- . __ . ,_ __ _w. . _ _ _ _ •- _ _ _ __ __ . _ ------ .------------------- ,r. Nominal output current ..._.. ____ _.--- --- _-____ ______.._._____._______- - _ ___ ___-... _ . _ _ 1.03 A (A rms at nominal duration) 0.9 A (A rms at nominal duration) 1 _..__. _.._...... ------ . _ .......... 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 25 (three phase) 17 (single phase) Maximum output fault current 850 mA rms for 6 cycles 850 mA rms for 6 cycles EFFICIENCY CEC weighted .efficiency, 240 VAC 96.5% CEC weighted efficiency, 208 VAC 96.5% Peak inverter efficiency 96.5% Static MPPT efficiency (weighted, reference EN50530) __-.. _____. .. ____ ...... _._..... _ _._.._ . 99.4% ...... —. _ . ___-._........ _--- ------ - __. _ ___- - _--..._.._ _ ----- ___Nighttime Night timepower consumption 65 mW max MECHANICAL DATA Ambient temperature range -409C to +65°C Dimensions (WxHxD) 171 rnm 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 M215-60-2LL-S22-IG: MC4 M215-60-2LL-S25-IG: Amphenol H4 FEATURES Compatibility � Compatible with 60 -cell PV modules. -- -•--Power Communication- 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, i 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,11 enphase® visit enphase.com IWI J E N E R G Y 0 2015 Enphase Energy. All rights reserved. All trademarks or brands in this document are registered by their respective owner. MKT -00069 Rev 1.0 I SOLAR, , 1 SYSTEM Amam SmINs S m MOUNT� .1C-R01N...-VERTE,R,` � TI I E ,t,� RAG E r SM EQUIPMENT GROUNDING THROUGH ENPHASE MICROINVERTERS . The,'Enphase M215and M2.50' microinverteits :have-:.integrated, . grounding capabilities built i'n.-.In this case,the DC -circuit is isglated from the AC circuitand !/� 'the AC equipment grounding conductor'(EGC) is built into the Enphase Engage .integrated, grounding (IG)cabtjng. In ,order; to ground; the=SOLARMOUNT racking system -through the Enphase' N ,ten microinverterand Engage cable assembly; `athere.;must be a mrnimum of three.. _ P.V`-modules -connected to the`same-trunK cable `within a continuous row. Conti nuous:row is -defined as 'a grouping`of modules` installed and bonded er the-_;r6quirements of this- installation :guid'e'sharing, tFie same two'rails. The microinverters are -bonded to the'50LAR'MOUNT,raiI via the -mounting ,hardware. . Cornplete eguipment, roundin is achieved throw h the'Ep hase-En a etcabli_n ' with integrated grounding (I -G) 'No'addrtional EGC. grouriding cables are required, q� �. .. as all'fault:'current is earned -to ground through the Engage cable: s� ,. s• SOLARMOUNT INTEGRATED BONDING ADVANTAGE0 ' 4 ti �M q o>: t • - L ALL THE -COPPERA' LUGS, - i- — ....... ..... .... i .., r f..,..:I ME xMO :. i { ; 1 :.......................................:.... mearunkicabler&:reds.. ! " same trunk cable_& rads ...r...: !...._r..._.. _ .. .... .� _�_.__1�_.`.. xx.. y,El - owl xA _..._ FRAIL SPLICES L - - ZP Mm 3:m,cro,nverters �r e:i o.n each side of thermal break' �RAILSPLICE� . w� t_ ....L....:_...........,. _....:_ �:.. :............ __�:........... ,..._._E....... ._ K ..._ ._...r........ ,..._ ._........._....r. _-_ .. - ....... _..,......L..:..!....A_,..._ r.. _!........ - ...... TF4ERMI LBREAK ........ :.::..THERMAL BREAK :.....; .,.._ ... , r ... f t L 1,. _ ..........:.....__..........:................................_...: . t .. 7 r i L TIz.: t... > -....! !: mmmx nRAII SPLICE r Mm 3 m!croinverters shanng same trunk cable:;& rads I ..:.:L._ I ..:.:.._ t_ I .. ...:..._:...._......__k..:. _.. I _........_....... :...... ...._ .. _ ...!..:. a t 11 :: "SNOT L......_ ,..... .. !:...,._I'_ _ }` Less than 3 micrornverters ............_ .. __.. _ .........._.... _ ........_..........1....................:................._................._:.:.:........_..... _....... .:...': L ; :............... _ .. .:. -.. .! -. I - .. __... _.__ : I 1 oneachaide of.thermal breaks L._.._1_.,...._.r......_............,, ...1._....I,.,.7_....... ....AccEP:raB�.e.._ t _ L t_ ':.... ` ...._L.- i ::.t.. LSPLICE � t ..T J -- F-` — r t . ; ,, r i, r ",:' i' L °GROUNDING LUG MOUNTING DETAILSc 'Details are provided for both`the WEEB and Ilsco`products'.The WEEBLug has a grounding symbol located ori the lug assembly. The Ilsco lug has a green colored set screw for gfounding indication purposes: Installation must -be in accordance wliia,IJFPN WFC ifl, luiwNVNi Ji i,, r,1r.i i'ili.�l.i'INtilijiiN,i. (iP iNi iinl tiLiiuii,i iNr rin ii Latest revision ofNEC for actual grounding conductor cable size`' Required if not using appraved integrated grounding microinveters 'SOLAR BONDING C*ONNECTION GROUND PATHS: 000 ', �� OUl T -SM.I 00 INSTALLATION GUID1,:1 PAGE BONDING MIDCLAMP ASSEMBLY ENDCLAMP ASSEMBLY Note Only one tug per module ' steel Midclamp points, 2 per module, ® Serrated flange nut bonds aluminum Endclamp ®Stainless pierce module frame anodization to bond to stainless steel T -bolt ,.,, ,n,�Y i" '�; module to module through clamp. J Serrated T -bolt head penetrates rail anodization ®Serrated flange nut bonds stainless steel clamp ® to bond T -bolt, nut, and Endclamp to grounded Z J to stainless steel T -bolt SM rail 0 Serrated T -bolt head penetrates rail anodization l7 - V1 to bond T -bolt, nut, clamp, and modules to Note: End clamp does not bond to module frame. a LU ro grounded SM rail. M BONDING RAIL SPLICE BAR Stainless steel self drilling screws drill and tap into splice bar and rail creating bond between splice bar and each rail section Aluminum splice bar spans across rail gap to 0 create rail to rail bond. Rail on at least one side Of splice will be grounded. Note: Splice bar and bolted connection are - non-structural The splice bar function is rail alignment and bonding, RAIL TO L-FOOTw/BONDING T BOLT Serrated flange nut removes L -foot anodization to bond L -Foot to stainless steel T -bolt Serrated T -bolt head penetrates rail anodization to bond T -bolt, nut, and L -foot to grounded SM rail BONDING MICROINVERTER MOUNT ®Hex nut with captive lock washer bonds metal microinverter flange to stainless steel T -bolt • Serrated T -bolt head penetrates rail anodization to bond T-bolt,nut.and L -foot to grounded SM rail System ground including racking and modules may be achieved through the trunk cable of approved microinverter systems. See page I for details RACK SYSTEM GROUND ®WEEB washer dimples pierce anodized rail to create bond between rail and lug ISSolid copper wire connected to lug is routed to provide final system ground connection. NOTE: llsco tug can also be used when secured to the side of the rail See page 1-3 for details Note Only one tug per module ' BONDING MICROINVERTER rowre urged 4 MOUNT ,.,, ,n,�Y i" '�; a '�! , ,� uu �Y• J Z J :3 m 0 �- n l7 - V1 a LU ro M F > g + IW/rCL y C f � s _ Z • u o Z BONDING RAIL W r r - m SPLICE BAR. RAIL TO L -FOOT w/BONDINGT-BOLT BONDING RAIL SPLICE BAR Stainless steel self drilling screws drill and tap into splice bar and rail creating bond between splice bar and each rail section Aluminum splice bar spans across rail gap to 0 create rail to rail bond. Rail on at least one side Of splice will be grounded. Note: Splice bar and bolted connection are - non-structural The splice bar function is rail alignment and bonding, RAIL TO L-FOOTw/BONDING T BOLT Serrated flange nut removes L -foot anodization to bond L -Foot to stainless steel T -bolt Serrated T -bolt head penetrates rail anodization to bond T -bolt, nut, and L -foot to grounded SM rail BONDING MICROINVERTER MOUNT ®Hex nut with captive lock washer bonds metal microinverter flange to stainless steel T -bolt • Serrated T -bolt head penetrates rail anodization to bond T-bolt,nut.and L -foot to grounded SM rail System ground including racking and modules may be achieved through the trunk cable of approved microinverter systems. See page I for details RACK SYSTEM GROUND ®WEEB washer dimples pierce anodized rail to create bond between rail and lug ISSolid copper wire connected to lug is routed to provide final system ground connection. NOTE: llsco tug can also be used when secured to the side of the rail See page 1-3 for details a� 5' z ' •, a ® � ® -- ®® _N] RAC .i._.. SolarMounf Technical Datasheet Y Pub 110818-1tdcV1.0 August 2011 + , SolarMountModule Connection Hardware.............1 '..............r Bottom Up. Module Chp._. _ ..:..: .....:.. 1 ` Mid Clamp .. t' 4 .. ...... ..2 _ End. Clamp:: ....... .. ._..._ .. .. .... .. .. ....2' SolarMotant'Beam Connection Hardware ..•.... .•... ' .................................................3 L-F.00t .......... .. ... ... ... .. 3 -'; SolarMount Beams... .4 •• • ••• ••••• • ' 4 r. SolarMount Mbdule Connection Hardware , i SolarMoUnt Bottom Up Module Clip Part No. 3020006- Bottom Up Clip material: One of the following extruded aluminum' Bottom Nut��fh ciclen s e' "' alloys:: 6005-T5, 6105-T5, 6061,-T6 Up CO.. Ultimate tensile: 38ksi Yield: 35 ksi Fmish:'Clear,Anodized ` M� �, � Bottom,Up Clip weight. 0.031 Ibs' (14g) Beam ''� Bolt 'Allowable and design loads'are valid viilien components are assembled with S,olarMount series beams according to authorized �:UNIRAC documents Assemble with, one'/<"-20'ASTM F.593'bolt, one %"-20 ASTM 1`594.: . serrated flange nut, and one ,/<" flat washer Use ariti-seize'and tighten to -10 ft=lbs of torque Resistance' factors and Safety factors,are`determihed according to ' p6rt'l section 9 of.the2005Aluminum .Design Manual -and third art fest results from an_ IAS accredited laborato Module edge musYbe fully supported by the beam *. 'rNOTE ON WASHERInstall washer on.bolt head `side of assembly. ' 'DO -NOT install washer under serrated flange nut Applied Load ' '..Average Allowable Safety Design Resistance Direction '. ' Ultimate Load Factor,Load ': Factor; Ifis.(N) Abs (N) • . FS'Ibs (N) Tension, Y+ '1566 (6967) 686(3052)"; ;.\ . 2.28 1038 (4615)• 0.662. Transverse, X± 1128,(5019). :329`(1463) 3.43 .'49T(2213) 0.4'4,1 Sliding, Z± P6_(2-92). 27 (119) 2.44 � °'41 (181) .:... 0.619 a . �. ._ ems. ® , , • -, - er 093 _ -Solar' bunt Nd,C1arrtp Part No:.302101C, 302101D;,302103C;�3021041D, 302105b.302166D ` rra R °Bolt ' Mrd clamp material following One of the follong extruded aluminum Mir/ a e Nu ' alloys. 6005 T5, 6105 T5,`6061 -T6 Clamp Ultimate tensile 38ksi, Yield: 35 ksi Finish Clear or: Dark Anodized Mid clamp weight 0:050 lbs (23g) Allowable'and designaoads.are valid when cornponerits are assembled accordmg•to, authorized'UNIFZ4C documents Values represent the allowable and design load capacity of a single A.mid clamp assembly' when used with a SolarMount series beam to �1 retain a module in the direction indicated „ .:Assemble mid clamp with one Urnrac Y4 20 T -bolt and 'one'/,%2O ASTM F594aerrated flange nut Use anti-seize;and tighten to`10 ftlbs of torque N1 Resistance factors and safety factorsare determined according to =� 00and part 1 section.9 of the `25,Alurriinum,Design Manual third art test. results from an M accredited laborato ti` tiFm _ p y ry Applied Load Direction a Average Ultimate lbs' (N) Allowable ' . Load, lbs -.(N) " Safety :Factor, FS _ Design Load lbs (N) Resistance' Factor; `''m Tension, Y+ ' : " 2020 (8987) 891 (3963) 2.27. .1348 (5994) 0.667 Transverse, Z± 520 (2313)a 2291(1017) 2.27..,_ -346.(1539); 0.665 Sliding, X+_- 1194 (5312)'l 490:(2179) _. 2.44 741-(3295) 4:620. 1 . X Average ` 'Ultimate lbs (N) Dimensions specified in inches unless noted - - _ 1 • S®IarMount End Clamp .. Part 'No.302001C,- 0 O0 _t 02D;302003C; "2:50' 3020030, 3020040; 3020040, 3020060, 3020050; "0.605 302006C'3020064e302007D;302008C,302008D, 3020090, 302009D. 3020100, 30201 ;C. 3020120. _ " -' End clamp material: One^of the following extruded aluminum, 14 (61), alloys: 6005 T5, 6 165-T5, 6061 T6 olt rmate tensile 38ksi, Yield: 35 ksi :: Ultimate sliding, X± Finish: Cie aror Dark Anodized • 52,(231) • , .. End•c.lamp weight: vanes based on height: -0.058 Itis (26g) Allowable and design. oads are valid when components are •.dp k S®mated assembled UNIRAC'documents. �i _ according to authorized an. N Values represent the allowable and design load capacity of a single ;. - end clamp assembly when used with a, SolarMount'series beam to ., retain a module in the direction indicated P .. Assemble with one Uriirac W-20 T bolt and one 20 ASTM F594 • � Bea serrated flange nut ,. Use anti -seize and tighten to 10 •ft -lbs of torque Resistance factors andsafety.factors are determined according to part 1 section "9: of the 2005•Aluminurri Design Manual. and. t hird party test results from ;an'lAS,accredited laboratory I Modules must be installed at least 1.5 iii"from either':end of a beam ' Applied Load _Direction` : Average ` 'Ultimate lbs (N) ,,,Allowable Load Ibs'(N) , -,Safety. ',Factor, `. 'FS Design -Loads Ibs'(N). Resistance Factor; m: Tension,,Y+ -.1321(5876) .529 (2352) "2:50' "- 800 (3557) "0.605 Transverse, Z± 63 (279) 14 (61), 4.58 21,(92) 0.330` sliding, X± , 1.42.(630),,., `> • 52,(231) 2.72 ';.'„ 79 (349) '0.565 U1111V1!b1Ul lJ'JrJGVIIIctl=lf+-/ilsH6J-W IIOJvY•livacu . . .r SolarMount Beam Connection Hardware SolarMount L -Foot Part No. 3040000, 304000D Y A i "—► X 3X SLOT r8N- 16 Mtisrnrn�as.W 9 -2,61--- .. Dimensions specified in inches unless noted n� x ■F U, Y I C A Fi;"tlI $k0ill' CO Vv'kP1Y • L -Foot material: One of the following extruded aluminum alloys: 6005- T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear or Dark Anodized L -Foot weight: varies based on height: -0.215 lbs (98g) • Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized 3olt UNIRAC documents L -Foot For the beam to L -Foot connection: • Assemble with one ASTM F593 W-16 hex head screw and one ASTM F594 Wserrated flange nut • Use anti -seize and tighten to 30 ft -lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third -party test results from an IAS accredited laboratory NOTE: Loads are given for the L -Foot to beam connection only; be sure to check load limits for standoff, lag screw, or other attachment method Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, m Sliding, Z± 1766 (7856) 755 (3356) 2.34 1141 (5077) 0.646 Tension, Y+ 1859 (8269) 707 (3144) 2.63 1069 (4755) 0.575 Compression, Y- 3258 (14492) 1 1325 (5893) 2.46 2004 (8913) 0.615 Traverse, X± 486 (2162) 213 (949) 1 2.28 323 (1436) 0.664 Properties- ` Units . SolarMount SolarMount HD leam:Height f• • 2.5 3.0 'Approximate Weight (per linear ft) plf ': U 0.811 " 1.271 Total Cross Sectional Area in' 0.676 1.059 Section Modulus (X -Axis) G in' 0.353 0.898`_. ' Section Modulus"'('Y Axis) ` f t in 0.113 0.221. Moment of Inertia (X -Axis) in' ,f . 0.464- 1:450 f Moment of Inertia (Y -Axis) in 0.044 • 1 Radius'of Gyration (X -Anis), " ; in 0.289 1.170 -Radius of Gyration (YAxis) in -. 0.254 0.502 =. SLOT FORT BOLT OR Properties- ` Units . SolarMount SolarMount HD leam:Height f• `'• . in '' 2.5 3.0 'Approximate Weight (per linear ft) plf ': U 0.811 " 1.271 Total Cross Sectional Area in' 0.676 1.059 Section Modulus (X -Axis) G in' 0.353 0.898`_. ' Section Modulus"'('Y Axis) ` f t in 0.113 0.221. Moment of Inertia (X -Axis) in' ,f . 0.464- 1:450 f Moment of Inertia (Y -Axis) in 0.044 • 0.267. - Radius'of Gyration (X -Anis), " ; in 0.289 1.170 -Radius of Gyration (YAxis) in -. 0.254 0.502 =. SLOT FOR T -BOLT ORI ' `✓ 1.728 SLOT FORT BOLT OR 'HEX'HEAD SCREW' a" HEX HEAD SCREW-- l - .. r 9: 2X SLOT FOR, SLOT FOR BOTTOM CLIP" 2.500 `� BOTTOM CLIP Ilk 3:000 ` 4. 1.316 ". SLOT'FOR 3 .. - a 4 r SLOT FOR x 1.385 HEX BOLT s r }' 3/" BOLT i HEX ,387" 750 t, t 1.207 Y * _ Y 1.875 t' X" X SolarMount Beam r F SolarMourit-HD' Beam y. Dimensions specified in,inch6s unless noted 0 r