The URL can be used to link to this page

BSOL2015-007178-495 CALLE TAMPICO LkQUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application Description: Property Zoning: Application Valuation: COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT BSOL2015-0071 79140 CINDY CT CT 604361033 RICHARDS / ROOF MOUNTED SOLAR 13.26 KW $45,000.00 Applicant: VERENGO INC 20285 S WESTERN AVENUE STE 200 TORRANCE, CA 90501 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: B C10 License No.: 935263 �Date: Z i Contractor:y7` OWNER-BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's 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 therefrom and the basis for the alleged exemption. 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).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, 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 burden of proving that he or she did not build or improve for the purpose of sale.). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. B.&P.C. for this reason Date Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Lender's Address: VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 7/2/2015 Owner: JODI RICHARDS 79140 CINDY LA QUINTA, CA 92253 Contractor: VERENGO INC 20285 S WESTERN AVENUE STE 200 TORRANCE, CA 90501 (310)803-9053 Llc. No.: 935263 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I 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. M workers' compensation insurance carrier and policy number are: Carrier: . Policy Number: � —( 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 %ose provisions. r Date: v Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building constructsn, and ereby authorize representatives of this city to enter upon the above- mentioneIprope�ty for inspection purposes. „ Date: 2 Signature (Applicant or Agen FINANCIAL INFORMATION DESCRIPTION ACCOUNTQTY . ' AMOUNT PAID' PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $2.00 $2.00 7/2/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY VERENGO INC CHECK R7481 22992 EVA Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $2.00 $2.00 DESCRIPTION ACCOUNT QTY. AMOUNT PAID PAID DATE PV SYSTEM - ARRAY, FIRST 20 101-0000-42403 0 $24.17 $24.17 7/2/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY VERENGO INC CHECK R7481 22992 EVA DESCRIPTION - ACCOUNT QTY: AMOUNT PAID PAID DATE PV SYSTEM - ARRAY, FIRST 20 PC 101-0000-42600 0 $24.17 $24.17 7/2/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY VERENGO INC CHECK R7481 22992 EVA DESCRIPTION ACCOUNTQTY . _ :: AMOUNT PAID PAID DATE PV SYSTEM - MISC EQUIPMENT 101-0000-42403 0 $48.34 $48.34 7/2/15 PAID BY ,. METHOD RECEIPT # CHECK # CLTD BY VERENGO INC CHECK R7481 22992 EVA DESCRIPTION ' ACCOUNT QTY AMOUNT PAID PAID DATE PV SYSTEM - MISC EQUIPMENT PC' 101-0000-42600 0 $48.34 $48.34 7/2/15 PAID BY METHOD • RECEIPT # CHECK # CLTD BY VERENGO INC CHECK R7481 22992 EVA Total Paid for ELECTRICAL: $145.02 $145.02 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PERMIT ISSUANCE 101-0000-42404 0 $91.85 $91.85 7/2/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY VERENGO INC CHECK R7481 22992 EVA Total Paid forPERMIT ISSUANCE: $91.85 $91.85 TOTALS: B'" # City of La Quinta Building &r Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012. Building Permit Application and Tracking Sheet Permit # b5otm,5- l Project Address: Project -79) � n �, � � G� Owner's Name: A. P. Number: Address: i • O Legal Description: City, ST, Zip: Lc, Qve, c, (J� G('Z ZS3 Contractor: � Tele h 0 n MMIM Address: 2 S tri. vI- `1,` Z Project Description: f— t, . ,, (/ p'l 13, City, ST, Zip: (�Gt P-L� -eS %ZSR L.0( r Tel hone• t) �f e P Y 3 t• U , V r 2. � s � State Lic. # Arch., ngr. esigner: 5� ze <-,7- Address: Address: City, ST, Zip: aa,l� cL (A+ 'TOS -0) yrTelephone: cuPancY : C nstruction Type: Occupancy: State Lic. # 0 �O7 Project nP (circle one): New Add'n Alter Repair Demo Name of Contact Person:. •ew' Sq. Ft.: # Stories: # Units: Telephone # of Contact Person:(3lU Oa 3— ( Y Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # I Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount 3 Structural Cates. Reviewed, ready for corrections 6 Plan Check Deposit 3 Truss Cates. Called Contact Person Plan Check Balance. Title 24 Cates. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical 'Grading plan 2" Review, ready for correcti s/issu Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.1. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees Description: RICHARDS / ROOF MOUNTED SOLAR 13.26 KW Type: SOLAR Subtype: Status: ISSUED Applied: 6/3/2015 SKH Approved: 6/29/2015 JFU Parcel No: 604361033 Site Address: 79140 CINDY CT CT LA QUINTA,CA 92253 Subdivision: TR 27899 Block: Lot: 81 Issued: 7/2/2015 EVA Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $45,000.00 Occupancy Type: Construction Type: Expired: 12/29/2015 EVA No. Buildings: 0 No. Stories: 0 No. Unites: 0 JAVIER RAMIREZ Details: 13.26 kW SOLAR ARRAY - (51) 260W Q.PRO BFR -G3 260 MODULES W/ (51) ENPHASE M215 -IG MICRO -INVERTERS + 125A SUBPANEL + MAIN SERVICE UPGRADE TO 225A(918SF) 2013 CALIFORNIA ELECTRICAL CODE. __j Applied to Approved Approved to Issued ADDITIONAL CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES PLAN CHECK PICKED UP STEPHANIE KHATAMI 6/11/2015 6/11/2015 JAVIER RAMIREZ PLAN CHECK SUBMITTAL ED VASQUEZ 6/18/2015 6/18/2015 RECEIVED PLAN CHECK SUBMITTAL STEPHANIE KHATAMI 6/3/2015 6/3/2015 RECEIVED NOTIFIED JAVIER W/ VERENGO SOLAR THAT PLAN REVIEW TELEPHONE CALL JAKE FUSON 6/9/2015 6/9/2015 WAS COMPLETE AND REVISIONS WERE REQUIRED. LEFT MESSAGE WITH JAVIER RAMIREZ (310-483-1495) TELEPHONE CALL JAKE FUSON 6/29/2015 6/29/2015 STATING THAT PLANS WERE APPROVED AND PERMIT WAS READY TO ISSUE. CONDITIONS Printed: Thursday, July 02, 2015 10:53:34 AM 1 of 3 r2l7 SYSTEMS INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED DATE DATE RESULT REMARKS NOTES SOLAR FINAL" BLD CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT VERENGO INC. 20285 S WESTERN TORRANCE CA 90501 (760)835-5752 AVENUE STE 200 CONTRACTOR VERENGO INC 20285 S WESTERN TORRANCE CA 90501 (760)835-5752 AVENUE STE 200 OWNER JODI RICHARDS 79140 CINDY LA QUINTA CA '92253 (760)835-5752 FINANCIAL INFORMATION CLTD DESCRIPTION ACCOUNT. QTY 1 AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY BSAS SB1473 FEE 101-0000-20306 0 $2.00 $2.00 7/2/15 R7481 22992 CHECK VERENGO INC EVA Total Paid forBUILDING STANDARDS ADMINISTRATION $2.00 $2.00 BSA: PV SYSTEM - ARRAY, 101-0000-42403 0 $24.17 $24.17 7/2/15 R7481 22992 CHECK VERENGO INC EVA FIRST 20 ' PV SYSTEM - ARRAY, 101-0000-42600 0 $24.17 $24.17 7/2/15 R7481 22992 CHECK VERENGO INC EVA FIRST 20 PC PV SYSTEM - MISC 101-0000-42403 0 $48.34 $48.34 7/2/15 R7481 22992 CHECK' VERENGO INC EVA EQUIPMENT PV SYSTEM - MISC 101-0000-42600 0 $48.34 $48.34 7/2/15 R7481 22992 CHECK VERENGO INC EVA EQUIPMENT PC . Total Paid forELECTRICAL: $145.02 $145.02 PERMIT ISSUANCE 101-0000-42404 0 $91.85 $91.85 7/2/15 R7481 22992 CHECK VERENGO INC EVA Total Paid for PERMIT ISSUANCE: $91.85 $91.85 TOTALS: INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED DATE DATE RESULT REMARKS NOTES SOLAR FINAL" BLD Printed: Thursday, July 02, 2015 10:53:34 AM' 2 of 3 • lWvsrenns Printed: Thursday, July 02, 2015 10:53:34 AM 3 of 3 U U SYSTEti1S REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES NON-STRUCTURAL - 1 WK JAKE FUSON 6/3/2015 6/10/2015 6/9/2015 REVISIONS REQUIRED SEE FIRST REVIEW. NON-STRUCTURAL- 1 WK JAKE FUSON 6/18/2015 6/25/2015 6/29/2015 APPROVED Printed: Thursday, July 02, 2015 10:53:34 AM 3 of 3 U U SYSTEti1S FECEIVED MAY 232015 CRY OF kA nu[NTA COMM1JWrY OWELAPMW Job Description: PV Solar Installation Job Number SO -15-03-473 Date: 5/27/2015 MW - VERENGO Client: Richards Address: 79140.Cindy Ct. LA QUINTA, CA 92253 SOLAR Index to Calculations Sheet Item 2 House Geometry, Live, Snow, Wind Loading, and Design Loads 3 Design Loads (continued) & Roof Member Check .4 Roof Member Check Continued 5 Roof Attachment Check, Racking Check, Seismic Check Engineering Calculations Performed By Vereneo Solar Plus Code: 2013 California Building Code ASCE 7-10 Snow Load: S = 20.0 psf Live Load: LL = 20 psf Wind: Wind Speed (V) = 110.0 mph PV Dead Load: DPv = 3.0 psf Sincerely, Sage Lopez, P.E. Civil Engineer Verengo Inc. Exp. = C 20285 South Western Avenue, Suite 200 Torrance CA 90501 P.714.744.6911 F. 714.744.6515 www.VerengoSolar.com VEI�ENGO SOLAR Geometry & Construction: Engineer:SVL Date: 5/27/2015 lob:SO-15-03-473 Address:79140 Cindy Ct "'' ?i: ; f' rr•1 s 'LA QUINTA; CA 92253 Mean Roof Height (hn) = 14.0 ft Eave Height (he) = 8.0 ft Buiding Length (L) = 59.0 ft Building Width (B) = 34.0 ft Walls - Exterior Module Area = 20.0 ft= 9.0 psf Roof Pitch = 19.0 degrees 5/8 Ply Shtg Live Load: 2x4 Stud 1.5 Live Load = 20 psf Gypsum Snow Loading: Misc 1.0 Ground Snow Load, pg = 20 psf Fig. 7-1 Wind Loading: Basic Wind Speed (3s -gust), V = 110A mph Figure 26.5-1A Building Occupancy Category = 21 Table 1.5-1 Wind Importance Factor, Iw = 1.00 Table 11.5-1 Exposure Category = C. Sec 26.7.3 Topographic Factor, KzT = 1.00 Equation 26.8-1 Adjustment Factor, A = 1.21 Figure 30.5-1 a = 13.94 ft Figure 30.5-1 Uplift Zone 1 (psf) Zone 2 (psf) Zone 3 (psf) Pnet3o = -19.40 -32.6 -45.5 Figure 30.5-1 Pnet = A x Kzr x Pnet30 = -23.47 -39.45 -55.06 Equation 30.5-1 Downward Zone 1(psf) Zone 2 (psf) Zone 3 (psf) Pnet30 = 8.30 8.30 8.30 Figure 30.5-1 Pnet = A x Kzr x Pnet30 = 16.00 16.00 16.00 Equation 30.5-1 Roof Overhang (Uplift) Pnet3o = -30.8 psf Figure 30.5-1 Pnet = A x Kzr x Pnet3o = -37.27 psf Equation 30.5-1 Design Loads: Dead Load: 2x4 Truss 2 of 5 Roof Walls - Exterior Flat Tile 9.0 psf Wood 5 psf 5/8 Ply Shtg 2.0 2x4 Stud 1.5 20 Truss @ 24" 1.0 Gypsum 2.5 Misc 1.0 Misc. 1 PV System 3.0 Total DL 16.0 psf Total DL 10 psf Dead Load: 2x6 Rafter Roof Walls - Exterior Flat Tile 9.0 psf Wood 5 psf 5/8 Ply Shtg 2.0 2x4 Stud 1.5 2x6 Rafter @ 16" 2.0 Gypsum 2.5 Misc 1.0 Misc. 1 PV System 3.0 Total DL 17.0 psf Total DL 10 psf 20285 South Western Avenue, Suite 200 Torrance CA 90501 P.714.744.6911 F. 714.744.6515 www.VerengoSolar.com VERENGO SOLAR Design Loads (continued): Dead Load: 2x12 Rafter Roof Memb r Check: Engineer:SVL Date: 5/27/2015 lob:SO-15-03-473 Address:79140 Cindy Ct LA QUINTA, CA 92253 3of5 Roof Roof Framing = Walls - Exterior -12.28 psf Rolled Comp 2.0 psf Wood 5 psf 5/8 Ply Shtg 2.0 20 Stud 1.5 2x12 Rafter @ 24" 2.0 Gypsum 2.5 Misc 4.0 Misc. 1 PV System 3.0 Ix = 5.36 in Total DL 13.0 psf Total DL 10 psf Uplift - (0.6DL + 0.6WL) Roof Framing = Pnetlup = -12.28 psf Pnetlup -21.87 psf Pnenup* _ -31.23 psf Downward - (DL +0.6WL) Doug Fir -Larch Pnetdn = 12.60 psf 20285 South Western Avenue, Suite 200 Torrance CA 90501 P.714.744.6911 F. 714.744.6515 www.VerengoSolar.com Roof Framing = 2x4 Truss Spacing = 24 inchs on Center Timber Species = Doug Fir -Larch Max Beam Span = 6.00 ft b = 1.5 in d = 3.50 in Ix = 5.36 in Sx = 3.06 in' Fb' = 900 psi Emirs = 470000 psi F� = 180 psi Bending: CD (wind) CD (snow) CM Ct CL Wood Adjustment Factors: 1.6 1.15 1.0 1.0 1.0 CF Cf. Ci Cr 1.5 1.0 1.0 1.15 Fb (wind) = Fb' XCD XCM XCt XCL XCF XCfu xG XCr = 2484 psi 0.6DL+ (0:6WL) Uplift: Mb = 309 Ib -ft See Appendix for moment diag. fb = Mb/Sx = 1211 psi fb <= Fb OK DL + (0.6WL) Downward: Mb = 423 Ib -ft See Appendix for moment diag. fb = Mb/Sx = 1657 psi fb <= Fb OK 20285 South Western Avenue, Suite 200 Torrance CA 90501 P.714.744.6911 F. 714.744.6515 www.VerengoSolar.com SOLAR Roof Member Check: Roof Framing = Spacing = Timber Species Max Beam Span = b = d = Ix = S. Fb' _ Emin = Fv = Bending: Wood Adjustment Factors: Fb (wind) = Fb' XCD XCM XCt XCL XCF XCfu XCi XCr = 0.6DL+ (0.6WL) Uplift: Mb = fb = Mb/Sx = DL + (0.6WL) Downward: Mb = fb=Mb/Sx = Roof Member Check: Roof Framing = Spacing = Timber Species = Max Beam Span = b= d= Ix = Sx = Fb' _ Emin = FJ = Bending: Wood Adjustment Factors Fb (wind) = Fb' XCD XCM XCt XCL XCF XCfu XCi XCr = 0.6DL+ (0.6WL) Uplift: Mb = fb=Mb/Sx = Engineer:SVL Date:5/27/2015 Job:SO-15-03-473 Address:79140 Cindy Ct LA QUINTA, CA 92253 4 of 5 2x6 Rafter 16 inchs on Center Doug Fir -Larch 7.92 ft 1.5 in 5.50 in 20.80 in' 7.56 in' 900 psi 470000 psi 180 psi CD (wind) Co (snow) CM Ct 'CL 1.6 1.15 _ 1.0, . 1.0 1.0 CF Cfu Ci Cr 1.3 1 1.0 f 1.0 ; 1.15 2153 psi 622 Ib -ft 987 psi fb <= Fb OK 995 Ib -ft 1579 psi fb <= Fb OK 2x12 Rafter 24 inchs on Center Doug Fir -Larch 20.00 ft 1.5 in 11.25 in 177.98 in' 31.64 in' 900 psi 470000 psi 180 psi Co (wind) CD(snow) CM Ct CL 1.6 1.15 1.0 1.0 1.0 CF Cf.- Cl Cr 1.0 1.0 1.0 1.15 1656 psi 1193 Ib -ft 452 psi fb <= Fb OK DL + (0.6WL) Downward: Mb = 2750 lb -ft fb = Mb/Sx = 1043 psi fb <= Fb OK 20285 South Western Avenue, Suite 200 Torrance CA 90501 P.714.744.6911 F. 714.744.6515 www.Verengo5olar.com z VE�ENGO SOLAR Rafter Attachments (Uplift Check 0.6D+W): Unirac Rail Check Seismic Check: Engineer:SVL Date:5/27/2015 lob:SO-15-03-473 Address:79140 Cindy Ct LA QUINTA, CA 92253 5of5 Puplift = -22 Ib Zone 2 worst case Trib. Width = 2.70 ft Trib. Length = 6.0 ft Tributary Area of Attachment = 16.2 ft' Total Uplift = 354 Ib' 5/16" Lag Screw into 0.5G Wood = 266 Ib/in Table 11.2A - NDS Allowable Capacity @ 2.5" Pen. = 665 Ib > 354 OK Pdead load = PVDead * Trib Area = 49 Ib Trib. Width = 2.70 ft wup = Pnet x Trib. Width = -59 Ib/ft Zone 2 worst case wdn=(Pnet+5) x Trib. Width = 116 Ib/ft "Per the Unirac SolarMount Code -Compliant Installation Manual (version 227.3 using ASCE 7-10), the max span for SolarMount Heavy Duty Rail for distrubuted loads greater than 80 plf and less than 120 plf is 6.5ft. •*Use L -Foot SolarMount Heavy Duty PV Rail with a max spacing of 72 in O.C. max for PV rail spans. Table 8. L -Foot SolarMount Series Rail Span ]60 91- So6rpt— HD - Sotar"ourit Heart Duty SM Existing House Weight: Solar Weight Aroofexisting = D �, 43 Ib Wmofexisting = 26078 Ib Numpanel = 51 Awallexisting = 1488 ft' Rl m D ]0 N W 60 as 100 Im MO 160 16a =2:20210 ]60 2 SM 91 ,SM 91 91 SM SM SM 41, SM S. SM Sk sm SMS 91 U1 5. sM sm 91 W SM SM SM SH SM I SH SM SM �HD MD ND It sM. SM SM ,W1 ` sm 5M sM - SN sm SM sm MD Ro IID HD RD 55 S" S" sM. S" 5M SM SM sM sm. =r1 I "D Jf 1D RD M . ♦ sm s. :~ 5" SM s., SM s„ SM-i,l--10 1� MD. NO - 1S SM. :.1 :" 91. SM 9, SM• s;j:: MD 5 S~ s,1 a1 S" SM sm .5.1 s ND' {a0 - SS SM SM SM 5. SM - s, -sM 1O. Lm HD 6 SH 511 `LI sm sm SM SM10 10 63 SM SM sal SM SM sm MD RD . ] Al SM- sM sT1 MM^^ssm sm , w� ]S SM SM SI'I 511 "SM 1 - SM � E NRD � o a SH sM sM sr sM sm w aS SM SN SM Jt}t sm Sn �"i+o RD 1 9 SM 5" s]1 515 t® 11D - ND 95 3M SM srlSM�MD Im HD 10 SM SM SMHD Sm t ,im tm IGS 91 s» SM >m . 1m 11 w SM�{m , RD ` >m c r11D . No No ND 'HD RD' 2rrsM SM R No 1m Sm Existing House Weight: Solar Weight Aroofexisting = 2006 ft' Wpanel = 43 Ib Wmofexisting = 26078 Ib Numpanel = 51 Awallexisting = 1488 ft' Wpanel = 2193 Ib Wwallexisting = 14880 Ib Wbos = 499.8 Ib Wtotal = 40958 Ib - W—ay = 2692.8 Ib %increase = (Wtotal + Warray) / Wtotal = 43651 '100*/6-100•/a = 6.57% 40958 The increase in weight as a result of the solar system is less than 10% and requires no further analysis. 20285 South Western Avenue, Suite 200 Torrance CA 90501 P.714.744.6911 F. 714.744.6515 www.VerengoSolar.com 0 The new Q.PRO RFP. -G3 is the reliable evergreen for all applications, with a black frame design for improved aesthetics. The third module genera- tion from Q CELLS has been optimised across the board: improved output yield, higher operating reliability and durability, quicker installation and more intelligent design.. INNOVATIVE ALL-WEATHER TECHNOLOGY • Maximum yields with excellent low -light and temperature behaviour. . Certified fully resistant to level 5 salt fog ENDURING HIGH PERFORMANCE • Long-term Yield Security due to Anti PID Technology`, Hot -Spot Protect, and Traceable Quality Tra.QTM • Long-term stability due to VDE Quality Tested — the strictest test program. SAFE ELECTRONICS • Protection against short circuits and thermally induced power losses due to breathable junction box.and welded cables. • Increased flexibility due to MC4-inter- mateable connectors. THE IDEAL SOLUTION FOR: PROFIT -INCREASING GLASS TECHNOLOGY • Reduction of light reflection by 50%, plus long-term corrosion resistance due to high-quality • Sol -Gel roller coating processing. LIGHTWEIGHT QUALITY FRAME • Stability at wind loads of up to 5400 Pa with a module weight of just 19 kg due to slim frame design with high-tech alloy. MAXIMUM COST REDUCTIONS • Up to 31% lower logistics costs due to higher module capacity per box. EXTENDED WARRANTIES • Investment security due to 12 -year product warranty and 25 -year linear performance warranty2. Rooftop arrays on Ground -mounted Rooftop arrays on commercial/ industri- solar power plantsresidential buildings al buildings M 0 ' APT test conditions: Cells at -1000V against grounded, with conductive metal foil covered module surface, 25°C, 168h See data sheet on rear for further information. Engineered in Germany i D E'EEAkl 40DULES,�o rnr �HJFS36T %137[CT ?fl� Wu9iWn"c ' fsINY'el t�>iCS� �. p Phntnn a Quality Tested GCELLS Best porycrystalline • 1Di °c�'JOcn solar module 2013 ID.40032587 's"'O1'•'""' 'o -1v -V � - 1 Y�y-_ :-.7 � F n�� "r�� :?:�`Yr � S`Z.�,'�'l� Yi,.e�� ;y,E S"•�.�?4� t��e�' C.�•�,�,/� f�y;.._"<.� yrt�✓? •,ifwY, r? ey- v.� �`x.7Y :'aY }ttw-' �rA. `F : Format 65.7 in x 39.4 in x 1 38in (including frame) Cable 4 mm Solar cable; (+) 245.671n (1160 mm), (-) Z45.671n 0160 mm) (1670 mm x 1000 mm x 35 mm) Weight 41.89 Ib (19.0 kg) front Cover 0.13 in (3.2 mm) thermally pre -stressed glass >mnar. with anti -reflection technology Back Cover Composite film Frame Black anodized aluminum Cell 6 x 10 polycrystalline solar cells Junction box . ..- . Protection class IP67, with bypass diodes .. .. .. ....- ........_.... . 2 Cable 4 mm Solar cable; (+) 245.671n (1160 mm), (-) Z45.671n 0160 mm) Connector SOLARLOK PV4, IP68 >mnar. j•�I""°''° " °°" �{:1_'�'�' P:tkrcFY:kn'�'H��c)"''��';�i+z�.' .v�t. - }C'.'t'aTr'� 'r,'>��,�'3�• n .�, S��a :'ictl`nJ",.`-"'.3,. .t�i`FwYj� PERFORMANCE AT STANDARD TEST.CONOITIONS (STC' 101)0 W/ut2,_25'C; AM .1.5G SPECTRUM)'' NOMINAL POWER (+5W/ -OW) [W] 245 250 255 260 ......._- .. _ Average Power ....... _.. _._._.... ..... _-._... PMP? IWl _. 247.5 -..... ---- .......... 252.5 .... 257.5 __.._ _ 262.5 ' Short Circuit Current Isc (A) 8.52 8.71 8.90 9.09 Open Circuit Voltage V. (V] 37.15 37.49 37.83 38.18 Current at PMP? IMPP [A] 8.05 8.21 8.37 8.53 Voltage at PMPP VMPP [V] 30.75 30.76 30.77 30.78 Efficiency (Nominal Power) r1 [%] 14.7 z 15.0 215.3 z 15.6 PERFORMANCE AT NORMAL OPERATING CELL TEMPERATURE (NOCT: 800 W/m2, 45 ±3'C. AM 1.5 G SPECTRUM)' NOMINAL POWER (+5W/ -OW) IWl 245 250 255 260 Average Power PMPP IWl 182.4 186.0 189.7 193.4 Short Circuit Current ISC [A] 6.87 7.03 7.18 7.33 Open Circuit Voltage V. [V] 34.58 34.90 35.22 35.54 Current at PMPP IMP? (A] 6.32 6.44 6.56 6.68 Voltage at PMPP VMPP IV] 28.86 28.89 28.92 28.94 ' Measurement tolerances STC: *3% (PSP);* 10% (Iu, a, I_ , Vm_) 0 CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE a ruo si - onus 4 go 0 5 10 15 20 25 YEARS At least 97 % of nominal power during first year. Thereafter max. 0.6% degra- dation per year. At least 92 % of nominal power after 10 years. At least 83% of nominal power after 25 years. All data within measurement tolerances. Full warranties in accordance with the warranty terms of the Q CELLS sales organisation of your respective country. TEMPERATURE COEFFICIENTS (AT IOOOW/M2, 25°C, AM 1.513 SPECTRUM) Temperature Coefficient of 1,, a [%/Kl Temperature Coefficient of PM,, Y (%/K] a- W � ro , 10o tm 2ao roo so0 ao0 too Ma 000 lora IRRADIANCE n'//m'J The typical change in module efficiency at an irradiance of 200 W/m2 in relation to 1000 W/m2 (both at 25°C and AM 1.513 spectrum) is -2% (relative). +0.04 Temperature Coefficient of Vo, a [%/Kl -0.30 -0.42 1 I ' < ~ .r `r'� ,3, !'^t-f'a`,7 'a, - 1 C• - r:y{. :iy�...�-y-ii,.- w� '`s•v..'3" Maximum System Voltage Vsrs IV] 1000 Safety Class II Maximum Reverse Current Ip (A] 20 Fire Rating C Wind/Snow Load [Pa] 5400 Permitted module temperature -40 °F up to 185 'F (-40 °C up to 85 'C) (in accordance with IEC 61215) on continuous duty UL 1703; VDE Quality Tested; CE -compliant; IEC 61215 (Ed.2); IEC 61730 (Ed.l) application class A DVE C E OR.' NOTE: Installation instructions must be followed. See the installation and operating manual or contact our technical service department for further information on approved installation and use of this product. Hanwha 0 CELLS USA Corp. 8001 Irvine Center Drive, suite 1250, Irvine CA 92618, USA I TEL +1 848 748 59 96 1 FAX +1 949 748 59 84 1 EMAIL q.cells-usa®q-cells.com I VIES www.q-cells.us Engineered in Germany OCELLS CSA Group Certificate: 2462554 Project: 2692509 Issued to: Hanwha Q.CELLS GmbH 17-21 Sonnenallee Bitterfeld-Wolfen, Saxony -Anhalt 06766 Germany Master Contract: 254141 Date Issued: January 28, 2014 The products listed below are eligible to bear the CSA Mark shown with adjacent indicators 'C' and 'US' for Canada and US or with adjacent indicator 'US' for US only or without either indicator for Canada only. ® 'Bry Agg-a wa-b Issued by: Brij Aggarwal, P.Eng. CP us PRODUCTS CLASS 5311 10 - POWER SUPPLIES - Photovoltaic Modules and Panels CLASS 531190 - POWER SUPPLIES - Photovoltaic Modules and Panels - Certified to US - Standards Photovoltaic Modules with maximum system voltage of 600 V do or 1000 V dc, and Class C fire class rating, Model Series Q.BASE GY XXX; Q.PRO GY XXX; Q.PLUS-G3 XXX; Q.PRO BFR -G3 XXX; Q.PRO BLK- G3 XXX where XXX is the power output fi-om 205 W to 280 W; Q.PEAK XXX, Q.PEAK - GY XXX and Q.PEAK BLK XXX, Q.PEAK BLK - GY XXX where XXX is the power output from 245 W to 295 W and Q.PRO L XXX where XXX is the power output from 280 W to 335 W (in steps of 5 W) with the following electrical ratings typical at 230 W for Q.BASE/Q.PRO, 270 W for Q.PLUS-G3, 240 W for Q.PRO BFR -G3/ Q.PRO BLK, 245 W for Q.PEAK and 300 W for Q.PRO L respectively @ Standard Test Condition (STC): Open Circuit Voltage (Voc): 36.69 /36.79/38.73/36.64/36.55/45.4 V Short Circuit Current (Isc): 8.58/8.63/9.44/8.24/8.99/8.82 A Operating Voltage (Vpmax): 28.96/29.07/30.62/30.73/29.55/35.8 V Current at Operating Voltage (Ipmax): 7.99/8.04/8.82/7.81/8.29/8.38 A DQD 507 Rev. 2012-05-22 Page: I i CA GSouP f Certificate: 2462554 Master- Contract: 254141 Project: 2692509 Date Issued:. January 28, 2014 Notes: 1. Rated electrical characteristics are within +/-10% of measured values at Standard Test Conditions of 100 mW/cm2 irradiance, AM 1.5 spectrum, and cell temperature of 25°C. 2. 'Y' in the model number denotes the generation number between 2 and 9. 3. All modules are qualified for heavy accumulations (5400 Pa) of snow and ice. APPLICABLE REQUIREMENTS ULC/ORD- C 1703-01 - Flat -Plate Photovoltaic Modules and Panels UL 1703 -3rd ,,l✓dition - Flat -Plate Photovoltaic Modules and Panels DQD 507 Rcv. 2012-05-22 Pug: 2 EnphaseoMicroinverters 1(y The Ernphase' RP215 Microinverter with integrated ground delivers increased energy harvest and reduces design and installation complexity with its all -AC approach. With the advanced M215, 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 M215 integrates seamlessly with the Engage' Cable, the Envoy' Communications Gateway', and Enlighten', Enphase's monitoring and analysis software. PP. 0DUCTIVE SIMPLE REt.IADLE - Maximizes energy production - No GEC needed for microinverter - More than 1 million hours of testing - Minimizes impact of shading, - No DC design or string calculation and millions of units shipped dust, and debris required - Industry-leading warranty, up to 25 - No single point of system failure - Easy installation with Engage years Cable enphaseq E N E R G Y c us Enphases M215 Microinverter // DATA INPUT DATA (DC) M215-60-2LL-S22-IG / S23 -IG / S24 -IG Recommended in "ut ower. STC' °; = ` :::...: .. 190 - 270 Integrated ground Maximum input DC. voltage 48V NEC 690.35. Equipment ground is provided in the Engage Cable. No Peak power tracking voltage. 27V -39V Operating range 16 V - 48 V Enlighten Manager and MyEnlighten monitoring options Min/Max start voltage 22V/48V- 2V/48V- Max Max DC short circuit current 15 A Max input current 10A OUTPUT DATA (AC) a @208 VAC @240 VAC Peak output power 225 W 225 W Rated (continuous) output power 215 W 215 W Nominal output. current '. 1.1 A (A rms at hominal.duration). 0.9 A (A rrns 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 25 (three phase) 17 (single phase) Maximum output.fauit current 850 mA'rms for 6 cycles. 850. mA ITrts 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% Night time power consumption 65mW max MECHANICAL DATA�- Ambient temperature range Dimensions (WxHxD) Weight -40°C to +65°C 171 mm x 173 mm x 30 mm (without mounting bracket) 1.6 kg (3.4 lbs) Cooling Natural convection - No fans Enclosure environmental rating Outdoor - NEMA 6 FEATURES _ v 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 microiriverter. 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 Microinverfe'rtechnology, ��hc�S�° visit ertphaseocom �'� J E N E R G Y C 2014 Enphase Energy.'All rights reserved. All trademarks of brands in this document are registered by their respective owner. Envoy Communications Gateway E myt,rowt ff 11VWY TM Communications Gateway The Enphase Envoy' Corn munications Gateway is the networking hub for the Enphase Microinverter System. System owners can easily check the status of their solar system using the Envoy's LCD display or they can get more detailed information through Enlighten® Enphase's web -based monitoring and analysis software, included with purchase of Envoy. SMART SIMPLE" RELIABLE - Includes web -based monitoring & - Plug & play installation - 24/7 monitoring & analysis control - Automatic upgrades & diagnostics - Advanced data management & - Integrates with smart energy devices storage r enphaseo @�_ E N E R G Y c S Envoy Communications Gateway // DATA INTERFACE Power.Line Communications Enphase proprietary'.:": Local Area Network (LAN) 10/100 auto -sensing, auto -negotiating POWER REQUIREMENTS AC supply 120 VAC, 60 Hz..' Power consumption 2.5 watts typical, 7 watts maximum CAPACITY Number of microinverters polled Recommended up to 500 For commercial installations, multiple Envoy devices are used in combination with Line Communications Filters (LCF) to separate, networking domains across the site. — MECHANICAL DATA Dimensions (WxHxD) Weight Ambient temperature range Cooling Enclosure environmental rating FEATURES Standard warranty term Compliance To learn more about Enphase microinverter technology, visit enphase.corn 222.5 mmx112mmx43.2mm(8.8"x4.4"x1.7") 340 g (12 oz.) -40°C to +65°C (=40° to 149°F) . Natural convection—no fans , Indoor NEMA 1 One year UL 60950-1, EN 60950-1 FCC Part 15 Class B © 2013 Enphase Energy. All rights reserved. All trademarks or brands in this document are registered by their respective ovmer. LE N E R G Y .�.:: �:fbiTi2i�'i-ti?S.iiS,�-.�"•r ce�i �`_u9� �SCa ti. v.i`C.l � '�ii�•. r❖�l, Hai Hong Structural Eng' inee> ing Services a�tn- Feb. 17.2014 Calmonte Corporation DBA Solar Warehouse 9628 Valley Blvd. Rosemead, CA 91770 Phone: (626)579-3288 Attn: Engineering Department Subject: Enc neerina Certification for S ArH Solar Racking Installation Guide (Version 13.02.v1) I, Hai Hong, being a registered Professional Engineer in the State of California, P.E. V- C68610, and being duly competent as regards photovoltaic (PV) mounting systems design and construction, has reviewed SWH Solar Racking Installation Guide (Version 13 ).02.v " Part 1 Procedure to Determine the Design Wind Load", and "Part2. Procedure to Select Rail Span and Foot Spacing" By my attached P.E. seal. I certif}, that the procedures which are used to determine the calculation of design wind force, load combinations, applied loading, rail selection, data and analysis contained within this installation wide are based on and comply with the design criteria specified in: I` 1. Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-10 2. 2012 International Building Code; by International Code Council, Inc. 3. 2013 California Building Code, by California Building Standards Commission. 4. 2010 Aluminum Design Manual; by The Aluminum Association. 5. National Design Specification (NDS 2012) American Wood Council This letter is the third party engineering certification based on my review and calculation, it shall not be construed as relieving the manufacturer or installer of their responsibilities, liabilities or contractual obligation. It is the installer's responsibility to verify that the existing building structure to which the PV mounting system is to be fixed is adequate to support the load forces induced by PV mounting system. _ QpF ESSiG�. Please contact me if you should have any questions. Fours faithfully ` 61 � (^ � C G8610 ILL - Hai Hong, PE -C —CA Hoi Hong P.E 0 4439 k."ission Hill- ;-. Chino =fills CA 91'09 c: Phone: 909.606.8540 SOLAR WAREHOUSE [3.2.4] Tile Strut Installation S.WH Solar Racking Installation Guide I Version 13.02.v1 STEP 1: Select a tile above roof rafter. STEP 2: Remove the tile by' STEP 3: Use an Electric stud Step 4: Drill several holes to pushing and pulling the tile, usu- finder to locate the rafter center. locate the exact center. A 3/16" ally held in place by a small nail. Mark a reference point on the pilot hole drill bit is recom- tile above. mended. STEP 5: Insert the lag bolt STEP 6: Install lag bolt into STEP 7. Slide Channel nut to STEP 8. Using 3/8" carbide bit and and washer through the Tile the roof using a 1/2"socket line up with the crown of tile. a rotary hammer, drill through the Strut and apply fresh sealant drive until lag bolt is seated. crown of the tile at the intersection to the base. of the chalk line. STEP 9: Return the back to place. STEP 10: Insert and hand STEP 11: Using the provided STEP 12: Use two flange tighten threaded rod. flashing and nut to secure nuts to hold L -bracket into threaded rod. Tighten to 14 place. Use Solar Mount rails ft lbs. to attach to L -brackets. )628 Valley Blvd, Rosemead, CA 91770 I Phone 626-579-3288 1 inifo@esolarwarehouse.com 29 Fas'- U4,9ck' Fa.5tJack Patent #6,360,491 Flashable Roof Stanchion The patented design of the Fastlack® can be easily expressed as the most innovative, efficient and cost-effective tool of it's kind! Between the precision CNC machined base and stanchion along with strict engineering and material standards, the FastJacic'D has been laboratory tested to provide 2,359 pounds of strength using only a single lag bolt (in(luded)! Four Sizes Available! 3" High Part# FJ -300-18, For low profile installations using Ootey® flashings (for composition shingle roof -tops) 4-1/2" High Part# FJ -450-18 For installations using standard flashings (for composition & flat rooftops) 6" High Part#_ FJ=600-18 For standard flashings.(for flot•tile rooftops) 7-1 /2" High Part# FJ -750-18 For standard flashings (sized for S-curve the roofs and/or double flashed installations) The Fast Jock© design is covered under Pat. #6,360,491 Using I ea. 5/16"-x 31/2" lag Boll biborzilory 7esled 2,3591bs *rluul hillout! 8081bs ic%/Jxial Pullout! FastJack® FJ -300-18 For OateyO style flashings Fastlack® FJ -450-18 For standard height flashings Commercial Fasdocko also •available (fated' at 4,250 Ibs.) Benefits of the Fosdack® Easy installation 3t8" SS F of flashings on 3/8" x 314" • Removable ost makes installation on existing Flat Washer 9 SS Hex Bolt roofs/retrofit quick and easy (refer to the illustration existing roof -tops to the right) scr: mv"Xse fe: inslo!iolir r iilear';' • Patented design locates the lag bolt directly under the stanchion providing* superior strength values • Fast & easy to install - saves time and labor costs Precision machined from extruded aluminum, there ore no welds to corrode or break Significantly lighter than steel for installer convenience and reduced shipping costs. • Integrated drill guide insures perfect pilot holes every time - minimizes the possibility of splitting roof rafters • Base design allows virtually any roof flashing to install flat on the roof deck Email us for more information rosolar@prosolar com Standard & Oatey® Flashings slip over the base and under the delicate shingle SS Lag"Bolt ;' " .11r.. ; KTh. 9 •91r .% � The post can be installed through r the top of the flashing .FastJack Potent /436Q�91 Bulk packaging means easier stocking abilities, less packaging waste and quicker, more convenient installation. Everything in the photo below is shipped in a recloseable box for storage of extra parts. ~ I 9 •, .� 1 � � j}%�ajj�fr, {�j'Yiijjy.` 1�1(.: tl�flil�(�itilell'IJi �C> .� , - 1C:� rC.� • �MC,�- iC� - Easy Installation: Z . a MA14ft WT&7 S ep Seal flashing around the ost o ater roof © Professional Solar Products, Inc. March 2006. The Fast Ji is available in four convenient sizes. All sizes are packaged in quantities of 18 per box: 18 1" Round Posts (3", 4-1/2", 6" or 7-1/2" fall) 18 Threaded bases 18 3/8" x 3/4" SS Hex Bolts 18 3/8" SS Flat washers 18 5/16" x 3" SS Lag bolts 18 5/16" SS Flat Washers Step 3. Cut ro g singles for, a t t g (f�eldtetrate bet Flashing Template Available for Oatey / (Pictured) and standard flashings. Makes cutting in a perfect flashing easy and 1, ` i painless! Kit includes Fast Jack post threader with knob \ . Roof Trac Tilt Up Kit Installation Guide All information in this installation guide (product names and illustrations are property of Professional Solar Products, Inc. Duplication ofwhole or in part is strictly prohibited unless authorized by Professional Solar Products, Inc. TOOL LIST (WHAT YOU WILL NEED): • 3/16" Drill (Roof Pilot hole) • 3/16" Hex (T -Wrench preferred) • Cordless Impact • 1/4" Drive Socket (hinge bolt connection) The above tool list is what ProSolar recommends for instal- lation of the Tilt Up kit along with the Tile Trac attachment. For a complete guide to installing the Roof Trac mounting system please refer to the Roof Trac installation manual. UPPER TILT ASSEMBLY DETAIL WITH END CLAMP TILE TRAC ASSEMBLY (Can also be used with Fast Jack) The Roof Trac Tilt Up kit is a residential tilt up accessory for the Roof Trac solar PV mounting system. The Tilt up kit inte- grates with both the Tile Trac and the Fast Jack attachment methods (explained in this installation guide). Each Tilt Up kit includes the following parts (comes in boxes of 3 kits): 3-1" x 1" x 24" square tube, drilled on each end 6—Lower (unthreaded) tilt -up brackets—pre tapped 3—Upper (threaded) tilt -up brackets 3—Upper (hollow) lower hinge brackets 12-5/16" x 2" Stainless Steel socket cap screws 6-3/8" x 3/4" Stainless Steel hex bolts 12-3/8" Stainless Steel lock washers Each box of tilt up kits contains 3 total kits—so components will be 3x.the number of parts listed above. professionalSOWproducts,„,, www.RoofTrac.com Page 1 `-" Roof Trac - .Tilt Up Kit Installation Guide �G 5/ 16" x 2" Socket Cap Bolt ,CN�`c STEP 1—USING TILE TRAC UpperTilt Up Bracket ATTACH THE REAR ASSEMBLY: X11 (this bracket is threaded and narrowerthe tower bracket) 5/ 16" flat washer I I Pre -tapped .I 1" x 1" x 24" Square Tube (ciearanodized) I 6- 3/8" Hex nut I hex ' ,� � �I hex stud 5/ 16" x 2" Socket Cap Screw 3/8" Lock Washer Tapped A: Attach the lower (counter -bored) tilt up bracket to the Tile Trac: Place the lower tilt up bracket (non -threaded) over the 1-1/2" stud with the serrated surface facing down. Square off with the Tile Trac upper carriage to insure a straight tilt up leg. Tighten down with a 3/8" lock washer and 3/8" hex nut. (see illustration) B: Set in the rear Tilt Up leg (square tube): Place the tilt up leg (square tube) in the center of the bracket. Align the holes of the tube with the holes in the lower bracket. Insert a 5/16" x 2" socket cap bolt with a lock washer through the holes. Do not tighten yet. 5/ 16" Lock Washer LowerTilt Up Bracket C: Attach the upper (tapped) tilt up bracket to the (thtsbracketIscounter -bored square tube: Place the upper bracket (tapped) on top anethan the upper bracket) of the tube. Align the holes of the tube with the holes t) Tile Trac Carriage in the lower bracket. Insert a 5/16" x 2" socket cap bolt with a lock washer through the holes. Do not tighten yet. :. Tile Trac Base Upper Tilt Up Bracket for lowerjoint (this bracket is hollow) STEP 2—WHEN USING THE TILE TRAC ATTACH THE FRONT LEG ASSEMBLY: 3/8" Hex nut A: Attach the lower (counter -bored) tilt up bracket to 3/8" Short the Tile Trac: i Aj—_ hex stud Place the lower tilt up bracket (counter -bored) over the 3/8" Lock Washer 1-1/2" stud with the serrated surface facing down. Square off with the Tile Trac to ensure a straight tilt up Socket cap :washer �I J leg. Tighten down with a 3/8" lock washer and 3/8" Tapped � hex nut. (see illustration) 5/16" Lock LowerTilt Up B: Attach the upper (hollow) tilt up bracket to the Bracket (thtsbracketis lower bracket: Place the upper bracket (hollow) inside counter -bored and wider of the lower bracket. Align the holes of the upper than theupperbrdcket) bracket with the holes in the lower bracket. Insert a 5/16" x 2" socket cap bolt with a lock washer through the holes. Do not tighten yet. Tile Trac Carriage Tile Trac Base professiona1S0LAR_pj2 u www.RoafTrac.com Page 2 `I FA Roof Trdc Tilt Up Kit Installation Guide /5/ 5/16"x 2" Socket Cap Bolt UpperTilt Up Bracket kwasher (this bracket is threaded and narrower than the lower bracket) 1" x 1" x 24" Square Tube (clearanodized) 5/ 16" x 2" Socket Cap Bolt 5/16" Lock Washer Strut (to create grid pattern) Residential Fast.lack 3/8" x 1-1/2" Hex Bolt not included in kill STEP 1—USING FAST JACK ATTACH THE REAR ASSEMBLY: A: Attach the lower (counter -bored) tilt up bracket to the strut/beam: Place the lower tilt up bracket (non -threaded) over the 3/8" threaded grab nut with the serrated surface fac- ing down. Square off with the strut to insure a straight tilt up leg. Tighten down with a 3/8" lock washer. (see illustration) LowerTilt Up Bracket B: Set in the rear Tilt Up leg (square tube): (this bracketiscounterbored Place the tilt up leg (square tube) in the center of the and wider than the upper bracket. Align the holes of the tube with the holes in bracket) the lower bracket. Insert a 5/16" x 2" socket cap bolt 3/8" Bolt/flat with a lock washer through the holes. Do not tighten Washer yet. C: Attach the upper (tapped) tilt up bracket to the square tube: Place the upper bracket (tapped) on top of the tube. Align the holes of the tube with the holes in the lower bracket. Insert a 5/16" x 2" socket cap 3/8" Grab Nut bolt with a lock washer through the holes. Do not tighten yet. UpperTilt Up Bracket for STEP 2—WHEN USING THE FAST JACK �O lowerjoint (this bracket is ''' ti'►" hollow) ATTACH THE FRONT LEG ASSEMBLY: 5/16"x 2"!w Socket Cap Bolt 5/ 16" Lock Washe< Strut (to create grid pattern) Residential Fast.lack professionalSOL/Rproduct :, 3/8" x 1-1/2" Hex Bolt/ flat washer (not included in kit) LowerTilt Up Bracket (uisbracketis counter tFored and wider than the upperbracket) 3/8" Grab Nut A: Attach the lower (counter -bored) tilt up bracket to the strut: Place the lower tilt up bracket (non -threaded) over the grab nut with the serrated surface facing down. Square off with the strut.to ensure a straight tilt up leg. Tighten down with a 3/8" lock washer and 3/8" hex bolt com- bination. (see illustration) B: Attach the upper (hollow) tilt up bracket to the 3/8" Bolt/ lower bracket: Place the upper bracket (hollow) inside Flat Washer top of the lower bracket. Align the holes of the upper bracket with the holes in the lower bracket. Insert a 5/16" x 2" socket cap bolt with a lock washer through the holes. Do not tighten yet. www.RoofTrac.com Page 3 0 Roof Trac 5/ 16" x 3/4" Hex bolt 5/16" lock , washer 3/8"x3/4" hex bolt ire..•>i�, Clamp 3/8" flat washer Support rail 5/ 16" x 2" Socket Cap Bolt 5/16" Lock Washer 1" x 1" x 24" ClearAnodized Tilt up tube (rear installation) X Tilt Up Kit 'Installation Guide STEP 3—ATTACH THE SUPPORT RAILS (not included in tiltup kit) TO THE TILT UP ASSMBLY: A: Drill your holes in the support rail: Mark your spacing of the attachment points on the underside of the rail (the v -groove marks the center of the rail). With a #10 Unibit drill bit drill a 1/2" hole in the support rail B: Attach the support rail to the bracketing: 1/2" hole—drill with a Align the holes of the support rail to the holes i Unitbit#10 drill bit of the upper tilt up brackets. Insert the 3/8" x 1" bolt and flat washer and tighten using 20 ft. lbs. Repeat for both upper and lower tilt up as- vL semblies. Channel nut )\ INTER -MODULE CLAMP i UpperTilt Up Bracket (this bracket is threaded andnarrowerthan the lower bracket) Please note that all module end clamps are proprietary and specially extruded to fit a specific brand of module. Since many of these tolerances are very small, we install a die line (marker) to differentiate the correct die per module frame. 141 C: Tilt up system to desired angle: Hold the rear tilt up array to the desired angle. Tighten all bracketing connections using 20 ft. lbs. When the rear assembly is set at the de- sired angle, set the angle of the front bracket assembly and tighten using 20 ft. lbs. When installing the Tilt Up kit be sure to refer closely to the load testing and engineering specifications for adequate spacing guide- lines. MODULE CLAMP ASSEMBLY DETAIL After the support rails have been installed to the attach- ments, you are now ready to install the solar modules. There are two sets of clamps; the outside clamps (end clamp) and the inter -module clamps that install between the modules. For convenience, it is advisable to pre -thread or start the bolt, lock washer and clamp into the sliding insert prior to bringing them up to the roof. Slide the two end clamps near the end of the support rail and install your end module (first). Carefully square the module to the frame and tighten the clamps using a 1/2" box wrench or drive socket. DO NOT OVER TIGHTEN, we recommend a maximum torque of 12 foot pounds to prevent damage to the module glass. After the first module is secured, slide two inter -module clamp sets onto the first module. They are designed to stay in place freeing you up to slide and align the'next module into place. Repeat this procedure until all modules are installed onto the support rail. Upon installation of the last module in the panel, install the mod- ule end clamp to complete the installation. professionalsowproducts,„, www.RoofTrac.com Page 4 r J CHEMLINKR Advanced Architectural Products EmCURB C& Technical Data Guide Polyether Technology CSI Section 07 72 13 CHEM LINK Products LLC Telephone: 800-826-1681 Fax: 269-679-4448 353 East Lyons Schoolcraft, MI 49087 www.chemlinkinc.com Product Description E -Curb penetration seals replace old-style metal pitch pans with versatile, precast components and pourable sealants. CHEM LINK pourable sealants can usually be installed in under 15 minutes and never require flashing or mechanical attachment. E -Curbs are designed for use on granulated modified bitumen, asphalt and coal tar B.U.R. (built up roofs). E -Curbs are specified for PVC, EPDM, PIB and TPO single ply roofing. CHEM LINK TPO Primer is required for use with TPO. When installed properly, this system forms a durable, waterproof rubber seal around penetrations. An extended warranty against leaks is activated with submittal of a completed warranty card. Special Characteristics • Rapid installation - reduces labor significantly. • Excellent adhesion to most roofing materials. • No flashing or mechanical attachment required. • Sealant is flexible to minus 40° F. • System is stable to 200° F. • 1 -Part® accommodates movement and is suggested for use on all granulated membranes and details with excessive movement. Restrictions • Do not apply below 30° F. • Do not use on Hypalon or smooth APP modified bitumen membrane. For smooth APP, melt down an overlay of granulated APP before installation. • CHEM LINK TPO Primer must be used for TPO applications. • Do not prime bonding surfaces with asphalt primer! • Do not use asphalt cement as a "night sealant," instead use M-10 for this purpose. Last Revision: 04/08/11 E -Curb System Components (1) E -Curb exterior rings; (2) M-1® Structural Adhesive/Sealant used for bonding the E -Curb and sealing/priming the penetration; (3) 1 -Part® "moisture cure" pourable sealer, used to form a durable, water -tight seal around the roof penetration. E -Curb precast form components are composed of light weight gray vinyl resin. The E -Curb is 2" high and has an inside diameter of 3, 6 or 9 inches. The curved outer surface is impervious to ice, corrosion, UV (ultraviolet light) and ponding water. M-1® Structural Adhesive/Sealant is a durable, self - fixturing, moisture cure mastic. Two cartridges of gray M-10 are supplied in each kit and E -Curb carton. 1 -Part® is a light gray, highly flexible, self -leveling moisture cure pourable sealer that eliminates mixing. It is also 100% solid rubber, has very low VOC content, will not melt or shrink, and is resistant to deterioration. It is supplied in 10.1 -oz. cartridges or '/Z gallon pouches. Unused sealer can be capped and reused. •NAnONAL ROOFM CONTRACTORS nssoaxnory MEMBER INSTITCTE _ 1 , fir•, Remove all previously applied caulk, mastic, cement; asphalt and other contaminants from penetrations with a wire brush. Brush away all gravel or loose granules. Seal the base of each penetration with M-10. Coat penetrations with M-10 to 3" above the roofline. 3. 2. � V Hold a section of E -Curb, flat side up, and apply a ''/<' bead of M-10 to the entire bottom perimeter. Apply 2 additional '/<" beads of M-10 down the center of the section. Do not tool the beads flat. Place the E -Curb section on the roof surface to form a half circle around the penetration(s). Press down firmly until M-10 extrudes from the outside edges. i -1-QaPIP VO Apply M-10 to the second section of E -Curb as described above. Place Cut tip off 1 -Part® tube at widest point on plastic nozzle and the second section of curb on the roof surface to form a circle with the pierce the foil seal. Insert into quart caulking gun and pump first section. Press firmly in place until excess adhesive extrudes from E -Curb full, or when using a 1 -Part® pouch, remove cap, the outside edges. Apply a bead of M-1® around the outside base of the pour, squeeze out excess air and reseal. installed E -Curb, and tool to form a smooth fillet. For "non"- E -Curb Note: To provide an adequate rubber seal, maintain a 1" penetration seals, add M-10 to scarf joint surfaces and tool smooth. distance between penetrations and inside edge of E -Curb. IMPORTANT NOTICE Except where prohibited by law, CHEM LINK makes no warranties, expressed or implied, statutory or otherwise, including but not limited to, any implied condition or warranty of merchantability or fitness for a particular purpose. User is responsible for determining whether this CHEM LINK product is fit for a particular purpose and suitable for user's method of application. LIMITATIONS OF REMEDIES AND LIABILITY If this CHEM LINK product is proved to be defective, the exclusive remedy at CHEM LINK's option shall be to refund the purchase price or to repair or replace the defective CHEM LINK product. CHEM LINK shall not otherwise be liable for loss of damages, whether direct, indirect, special, incidental or consequential, regardless of the legal theory asserted, including negligence, warranty or strict liability. CHEM LINK® I Advanced Architectural Products d (C&A&1G&Ct&r V 6`UJa eov Contractor Hot Line www.chemlinkinc.com AL TUV Rheinland PTL Business Stream Products Renewable and Solar Technology Attn: John Nagyvary Unirac Inc. • Email: 1411 Broadway Blvd Mwitt@us.tuv.com Albuquerque, NM 87102 December 1, 2014 Phone: +505 242 6411 Email: john.nagyvary@unirac'com UL SU 2703 Fire Testing Completed Type of Equipment: PV Mounting System TUV Rheinland File Number: Model Designation: Unirac Solar Mount L1-URC14731 Test Requirement: UL Subject 2703, Issue 2 TUV Rheinland Project Number: URC140731 Dear Mr. Nagyvary, This letter is confirmation that the Unirac Solar Mount (SM) PV Mounting System has successfully completed fire testing according to the UL Subject 2703 with references from UL1703 rev. May 2014 standard. Congratulations on this achievement. The Unirac Solar Mount (SM) PV Mounting System has demonstrated compliance with a Class A Fire Rating when installed with the following Fire Types: • �Type,1 I R ! • Type 2 • Type 3 • Type 10 Complete test results can be found in report R1-URC140731-SM. This correspondence may be'used as a an interim Letter of Compliance (LOC) indicating the Unirac Solar Mount (SM) PV Mounting System has met the relevant system fire requirements until the publication of the pending final certificate on the TUV Rheinland Certipedia website. TUV Rheinland PTL Photovoltaic Testing Laboratory Sincerely, 2210 South Roosevelt Street l Tempe. Arizona 85282 Main Phone: 480-966-1700 Main Fax; 775-314-6458 Email: info@tuvpll.com Mark Witt Engineering Manager TUV Rheinland PTL, LLC TUV Rheinland North America Holding, Inc. 1 Federal Street Boston, MA 02110 Main Phone: 617.4264888 Main Fax: 617.426-6888 Member of. TUV Rheinland Group 4 STRUCTURAL ENGINEERS October 30, 2014 Q?,pFESS/ON Un1Rac ��0 �NNETH j o` tr2 1411 Broadway Boulevard NECO 0 yF Albuquerque, New Mexico 87102-1545 w � m TEL: (505) 242-6411 Of 878 FAX: 505 242-6412 Exp. -31- Q' Attn.: Engineering Department, �gTSTRUCTURP 0�� F OF CAAYF , 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 Boulevard, Suite 150 a Roseville, CA 95661 o 916.961.3960 P o 916.961.3965 o www.pzse.corn SolarMount Technical Datasheet Pub 110818 -ltd V1.0 August 2011 SolarMount Module Connection Hardware.................:................................................ 1 BottomUp Module Clip.................................................................................................1 MidClamp... ................. : ............................................................................................... 2 EndClamp....................................................................................................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot........................................................................................................................... 3 SolarMountBeams..........................................................................................................4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C Beam 1.24 Y 1 i t.c., ► X� Was)ier Bottom Up Clip material: One of the following extruded aluminum (fiiiiden:;sre alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear Anodized • Bottom Up Clip weight: —0.031 lbs (14g) BIt Allowable and design loads are valid when components are o assembled with SolarMount series beams according to authorized UNIRAC documents • Assemble with one'/" -20 ASTM F593 bolt, one 1/4"-20 ASTM F594 serrated flange nut, and one'/" flat washer \ Use anti -seize and tighten to 10 ft -lbs of torque • Resistance factors and safety factors are determined according to art 1 section .9 of the 2005 Aluminum Design Manual and third - party test results from an IAS accredited laboratory Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Dimensions specified in inches unless noted Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor,, m Tension, Y+ 1566 (6967) . 686 (3052) 2.28 1038 (4615) 0.662 Transverse, X± 1128 (5019) 329 (1463) 3.43 497 (2213) 0.441 Sliding, Z± 66 (292) 27 (119) 2.44 41 (181) 0.619 N 0 as° SolarMount Mid Clamp Part No. 302101 C, 302101 D, 302103C, 302104D, 302105D, 302106D rra Bolt Mid clamp material: One of the following extruded aluminum • la alloys: 6005-T5, 6105-T5, 6061-T6 y amp.. Ultimate tensile: 38ksi, Yield: 35 ksi Tension, Y+ . • Finish: Clear or Dark Anodized _ Mid clamp weight: 0.050 lbs (23g) 1348 (5994) Allowable and design loads are valid when components are Transverse, Z± assembled according to authorized UNIRAC documents :. Values represent the allowable and design load capacity of a single 346 (1539) mid clamp assembly when used with a SolarMount series beam to Sliding, X± retain a module in the direction indicated 490 (2179) • Assemble mid clamp with one Univac'/"-20 T -bolt and one'/" -20 :. ASTM F594 serrated flange nut Beam = = Use anti -seize and tighten to 10 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 1.00 01SWIXf - ¢E:•:lEErl MCCULES IT Y A dX Dimensions specified in inches unless noted SolarMount End Clamp Part No. 302001C, 302002C, 302002D, 302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 302009C, 302009D, 302010C, 302011C, 302012C olt• Flange Nut ►X r NL•::KU`! erm, nue..Y_s I Dimensions specified:in-inches-6s-noted Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, Tension, Y+ . 2020 (8987) 891 (3963) 2.27 1348 (5994) 0.667 Transverse, Z± 520 (2313) 229 (1017) 2.27 346 (1539) 0.665 Sliding, X± 1194 (5312) 490 (2179) 2.44 741 (3295) 0.620 • End clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi f Finish: Clear or Dark Anodized • End clamp weight: varies based on height: —0.058 lbs (26g) Clamp Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount.series beam to retain a module in the direction indicated • Assemble with one Unirac'%"-20 T -bolt and one Y<"-20 ASTM F594 serrated flange nut • Use anti -seize and tighten to 10 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 • Modules must be installed at least 1.5 in from either end of a beam Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Loads lbs (N) Resistance Factor, CD 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± 142 (630) 52 (231) 2.72 79 (349) 0.555 k F o oma U � V �p � RAC .: HILT GROUP cOtn, ,�dP• S®BarMount Bealra-I Connection Hardware SolarMount L -Foot Allowable Load • lbs (N) Part No. 304000C, 304000D Design Load lbs (N) Resistance Factor, (1) • L -Foot material: One of the following extruded aluminum alloys: 6005- 1766 (7856) T5, 6105-T5, 6061-T6 2.34 Ultimate tensile: 38ksi, Yield: 35 ksi 0.646 Finish: Clear or Dark Anodized 1859 (8269) L -Foot weight: varies based on height: —0.215 lbs (98g) 2.63 • Allowable and design loads are valid when components are Bea assembled with SolarMount series beams according to authorized - Bolt UNIRAC documents L -Foot For the beam to L -Foot connection: 0.615 • Assemble with one ASTM F593 W-16 hex head screw and one errated Y . ASTM F594'/a'serrated flange nut Flange Nu -'Use anti -seize and tighten to 30 ft -lbs of torque 0.'6 64 Resistance factors and safety factors are determined according to part _ 1 section 9 of the 2005 Aluminum Design Manual and third -party test Y results from an IAS accredited laboratory A NOTE: Loads are given for the L -Foot to beam connection only; be d X sure to check load limits for standoff, lag -screw, or other attachment method �i 3X SCOT FOIL 1: 2.01 Dimensions specified in inches unless noted• + I Applied Load Direction Average Ultimate lbs (N) Allowable Load • lbs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, (1) 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) 1325 (5893) 2.46 2004 (8913) 1 0.615 Traverse, X± 486 (2162) I 213 (949) 2.28 323 (1436) 0.'6 64 G SolarMount Bearns s Part No. 310132C, 310132C -B, 310168C, 310168C -B, 310168D 310208C,310208C-B,310240C,310240C-B,310240D, 410144M, 410168M, 410204M, 410240M ` ®®E' U N RAC i:IUI -!nOUP QpA,P,%,1p i Properties Units SolarMount SolarMount HD Beam Height f in 2.5 3.0 5, Approximate Weight (per linear ft) plf 0.811 1.271 Total Cross Sectional Area in' 0.676 1.059 ' Section Modulus (X -Axis) in" 0.353 0.898 Section Modulus (Y -Axis) in 0.113 0.221 Moment of Inertia (X -Axis) in' 0.464 1.450 Moment of Inertia (Y -Axis) in' 0.044 0.267 Radius of Gyration (X -Axis) in 0.289 1.170 Radius of Gyration (Y -Axis), in 0.254 , 0.502 SLOT FOR T -BOLT OR t/" HEX HEAD SCREW 2X SLOT FOR BOTTOM CLIP SLOT FOR 3/8" HEX BOLT U 387 .750 Y e •x SolarMount Beam 11 2.500 T 1.316 O�kv xc ,e3 -tet SLOT FOR T -BOLT OR 1.728--1 V4" HEX HEAD SCREW SLOT FOR BOTTOM Co1P 3.000 -T SLOT FOR 1.385 3�" HEX BOLT 1.207 Y 1.875 I dx SolarMount HD Beam Dimensions specified in inches unless noted SCREW: E1276 MATERIAL:COPPER, XOC7309 TOLERANCES -UNLESS OTHERWISE SPECIFIED 2 PL DEC. f.01S 7RUE C.L#.015 3 PL DEC. *.010' ANGLES t1 DWG. NO. GOC.%% SHEET 1 OF 1 , f a CORP. CAT. NO.: PLATING: SEE CHART MASS:.052 LBS. ' MARKING: I GBL-4DB, 4=14, CU, DB .©� DRAWN BY: CLH SCALE: 3:1 SURFACE AREA: 2,738 IN2 DATE:7/27/2007 SIZE: A STUFFER SHT: FORM 12 CELL:ABM REV. DESCRIPTION .375±.015 [9.53±.381 .213 — [5.413 ' ' Cat n GBL -4®B 0.218 THRU GB _ �/j ® E1276 `"$'BT SCALE 1 : 1 ,n �r !05 133 UMBER I PLATING G0977AOOB I BRIGHT DIP G0977AOOT I EL -TIN .RKING 4-14, CU, DB ,4-14, CU, Df I nu uvrvmVllA 1 lvry l-vly i huivcu vvi i nliv i niz uul.vmcvi I IJ MUMit I AKT I U iL.JW ANU MAY NU I Lit: U15C:LUSED WITHOUT PRIOR WRITTEN CONSENT P.O. Box 3300, Term"A" London, Ont. Canada s N6A 4K3 (519) 681-2140 1-800-265-1815 Fax (519)'681-2156 KRALOY I A DIVISION OF MULTI FITTINGS CORP. sw OO Art KRAL toll, r PVC ELECTRICAL CONDUIT FITTINGS LETTER OF COMPLIANCE 4507 LeSainl Court Fairfield, Ohio USA 45014 (513) 942.9910 1-800-523.3539 Fax (513) 942-9914 Scope: This letter of compliance covers 'Multi Fittings requirements for PVC Electrical Conduit Fittings, Outlet Boxes, Covers and Bends for use with Schedule 40 and 80 PVC conduit. These products meet or exceed performance standards set by the American Society of Testing and Materials (ASTM), CSA International (CSA), .the National Electrical Manufacturers Association (NEMA) and Underwriters Laboratories Inc. (ULI).. Kraloy PVC Electrical Conduit Fittings, Outlet Boxes, Covers and Bends are typically used for industrial, commercial and residential applications. These applications include residential single and multi family dwellings, fish processing plants, bridges and tunnels, car washes, sewage treatment plants, pulp and paper, utilities, cable, food processing plants, agriculture, airports, marinas, water treatment plants, street and highway lighting, and communications. Material: Rigid Poly (Vinyl Chloride)(PVC) used in the manufacturing of Kraloy PVC Electrical Conduit Fittings, Outlet Boxes, Covers and Bends is compounded to give superior physical properties in the finished product. All products are grey in color. Molded Fittings, Boxes and Covers: Molded Kraloy PVC Electrical Conduit Fittings, Outlet Boxes, and Covers conform to the following standards when applicable: CSA C22.2 418 "Outlet Boxes, Fittings and Associated Hardware " CSA C22.2 440 "Cutout, Junction, and Pull Boxes" CSA C22.2 442 "General Use Receptacles, Attachment Plugs, and Similar Wiring Devices" CSA C22.2 #85 "Rigid PVC Boxes and Fittings" CSA C22.2 #94 "Special Purpose Enclosures" CSA C22.2 #211.0 "General Requirements and Methods of Testing Nonmetallic Conduit " CSA C22.2 #227.1 "Electrical Nonmetallic Tubing" CSA C22.2 #227.2 "Flexible Liquid -Tight Nonmetallic Conduit" NEMA TC3 "PVC Fittings for Use With Rigid PVC Conduit and Tubing" NEMA TC9 Fittings for ABS and PVC Plastic Utilities Duct for Underground Installation " NEMA 250 "Enclosures for Electrical Equipment (1000 Volts Maximum) UL50 "Enclosures for Electrical Equipment" UL514B ."Fittings for Cable and Conduit" UL 514C `Nonmetallic Outlet Boxes, Flush -Device Boxes, and Covers " Note: Conduit Fittings and Boxes meet Federal specification WC -1095A and Corps of Engineers specification CE -3030:01. Kraloy Junction Boxes are UL approved for the following enclosure types; ICAL®Y0 Page 2/... PVC Electrical Conduit Fittings, Outlet Boxes, and Covers Junction Boxes - 4x4x2 & 4x4x4 ; Type 1, 2, 3, 3R, 3S, 4, 4X, 5 & 6P. Type 2 and 5 can be marked "drip tight" Type 3 or 3S can be marked "rain tight" or "dust tight" Type 3R can be marked "rainproof' Type 4, 4X or 6P can be:marked "rain tight" or "water. tight" Type 4X or 6P can be marked "corrosion resistant" Type 5 can be marked "dust tight" Junction and Pull Boxes — 4x4x4, 6x6x4, 6x6x6, 8x8x4, 8x8x7, 12xl2x4 & 12x12x6 — Type 1, 2, 4, 4X, 5, 6 & 6P. Type 2 & 5 can be marked "dripped tight" Type 4, 4X or 6P can be marked "water tight" or "rain tight" Extruded Conduit and Bends.- Extruded ends:Extruded Conduit used for Bends conforms to the following standards when applicable: Products sold in. Canada: CSA C22.2 #211.0 "General Requirements and Methods of Testing Nonmetallic Conduit" CSA C22.2 #211.1 "Rigid Types EBI and DB2/ES2 PVC Conduit." CSA C22.2 #211.2 "Rigid PVC (Unplasticized) Conduit" Products.sold in the United States of America: NEMA TC2 "Electrical Plastic Tubing (EPT) and Conduit (EPC -40 and EPC -80) " UL651 "Schedule 40 and 80 Rigid PVC Conduit" 1Markin,e: Kraloy PVC Electrical Conduit Pittings, Outlet Boxes, and Covers are marked in accordance with CSA requirements for sale in Canada and UL requirements for sale in the U.S.A. Yours truly, i Frank Yorio Senior Vice President, Operations Issue Date: 2010-07-14 Junction Boxes ` Junction boxes are supplied with threaded brass inserts, brass screws, PVC gasketing and mounting feet. Nylon and stainless steel screws, and larger sizes of fabricated junction boxes, are available upon request. B sq A Sq ° ° _� 60 °°° T I �C�T DI Size Part Part A sq. B sq. C D H T (in.) Number Number (inches) d 4 x4 x2 JB442 078242 4.375 4.000 2.020 2.200 4 0.187 *4 4x4x4 JB444 078243 4.375 4.000 4.000 4.187 4 0.187 *** 4 x4 x6 JB446 078244 4.000 3.675 6.000 6.225 4 0.225 **O 5 x5 x2 JB552 078245 5.000 4.680 2.000 2.000 4 0.155 *0 6 x6 x4 J6664 078246 6.375 6.000 4.000 4.187 4 0.187 ** 6 x6 x6 JB666 078247 6.375 6.000 6.000 6.187 4 0.187 ** 8 x8 x4 JB884 078248 8.812 8.000 4.000 4.187 4 0.1.87 *O 8 x8 x7 JB887 078249 8.812 8.000 7.000 7.175 4 0.250 ** 12 x12 x4 JB12124 078250 12.687 12.000 4.000 4.250 8 0.250 ** 12 x12 x6 JB1 2126 078251 12.687 12.000 6.000 6.250 8 0.250 .0" 12 x12 x8 JB12128 078252 12.580 12.085 8.025 8.250 8 0.225 ONEMA 1, 2, 3, 3R, 4, 4X, 5, 6P **NEMA 1, 2, 4, 4X, 5 6, 6P ***NEMA 1, 2, 3, 4, 4X, 6P, 12 & 13 Note: Boxes include cover, gasket and screws. External mounting feet are supplied with all sizes except JB444 and JB446. M'41`1111 ON oM ZD CO T Z M En CSA, ULI RIGID PVC.CONDUIT FITTINGS - KRALOY ti i s 6X6 JUNCTION BOXES . O B A O co -0 O I A B - nnt0 ISSUE DATE: DATE D'EMISSION: 200904 30 SUPERCEDES: 12EMPLACE: 2003 0515 4 D PRODUCT CODE' PART NUMBER NOMINAL SIZE A INSERT CODE B VOLUME D (in) E (cu. In)(cu. (in) I (mm) I (in) I :(mm) I (in) I (mm) I (In) I (mm) I(In) (mm) 078246 JB 664 6 155 6.000 152 6.375 * 162 4.187 106 4.000 102 078247 JB 666 6 155 6.000 152 6.375 162 6.187 157 6.000 152 178064 JB 664 6 155 6.000 152 6.375 162 4.187 106 * 4.000 102 PRODUCT CODE PART NUMBE R NOMINAL SIZE GASKET CODE INSERT CODE I-SCR4W CODE VOLUME (in) (mm) (cu. In)(cu. cm) 078246 JS 664 6 155 072492 072539(8) 072513 (8) 138.0 2263.2 078247 JB'666 6 155 072492 072539(8) 072513 (8) 211.0 3460A 178064 JB 664 6 155 072492 072539(8) 072513 (8) 138.0 2263.2 GOMES W Il N 4 SMALL MUUNI INU I-tt I , UUt /4 / Page: KRALOY - 27.1 �� ', ,.L`J.J :. •:';^Ue3_:-•.'ear - u7�: �- • Y"-', •, �l 1t. r�:.'Jr.:;i'�•,\v^••r. ' `'r,+':i"N 'ye.- �,:.f1r_ �''d'� �h -� s<i,: �y"',;, �r�� ,';�"i s'�i ;�• � �C :i� .� �; Yrs- r a3 s,_ _ '"S. i i.,.�>, b �r '.�•�5`}1i�•t.wf' a._ /,- � T::-' r=r•?:•iG•�c�,...t +��sL`. t'-x•,. ♦ \C�a wn t •+,�% Y•- T { �,(�'�v � . K ok--��N't��.-a+:-,�T 7»P� fes, ,�;=.`�� C`• 4`� '� - .s. �.ic>s�� +ry ixl. '" + `2Scj,,,��j, .�:�s ��''�� U. rxi��- _� {"``:1 �'cT��+ f•? Y >�� xd'��'"' ii' , - �'��i�.' � �%N�QS,:... _ �. .�i , a • .`;ji�'�'� � �y�� t ;o-„ �. 'Y,7,. 4 .4�.,�V .1 a it GH�Resr'entlal Wairanty _ •raSi�r�ti'-w^3.°. •��,��, ( � � I �' ( R ;' < , , 15jrea loadcenterwarra •�•' 1 b 1 1.LtfeO�ne branch breek ar ate' � a i� YY r ' o dcen� t^�er� ' rra� ieicter ds"hto 0 eersavl a r' � o a i erT errLmer surge or irh Y . .1 ' {iy' ^c: .+,•�r 5100000`Gmu nr yThe, n lgh erre pg (o`ed- ; ! ir7 Ir'h`ta:Titl?::.;..n {.certterst' ;%�_ kIQ% o ' 9 P: ,•1. F� : ;.;�h � • _ •'' '�'"' •�• -BCH LoadcenCers ,�� `_. � �- `�' Full Iain afsingL-phase-e ' ego phase c r �'"� � maximum loadcenters .r •• a � - '''_ 7+r ✓ Commercial grade copper 6Ls co�strucoan,far 'ry :',i'.' '........ x t3 i;: "T; ;`.x•; tri `5 Am superior conductivity. ✓Almetal back an for durab_-.�a'rehJabr+`��,' r. _ ` +a4 li=' i-• r'y'- t breakermounting. f:� ✓ flexibles •ttab a neutral stem o single 3 _ ��,��' ;_js, •.��;.� %_ , plr I n Isy t.m r mgl movable ' �a ri ty ;..•; - .T;a neutralforease ofwiring. Available application to 100 kAIC to mee[all application t requirements. : c (EsY 's ;,`'✓AII4thru42circu$outdoorlo"ed'cenlersfeaNre ?ss�st^;^4�'�° side-hinged door for easy access. f= 4 C ver,{ r,... :.>•- �rFf a "r+�`'''"+''"1' ✓Full line ofplugonandhardwifedsureproductstc:? C%3:. '^ `F_ f ,o i- r g : ��' - " •�< available. M R. ur CH Residential Breakers::`::;:..;,1 q•- ��-p ;; ::;:.;i cp �; ': ,;.'• .. ✓ CH breakertrips to off eliinin"'eIe nuisance Cn - _.... �S call-backs. %.: iii::. •••SY::. ,T9 •� F;: HP 10 tireakersavailablewitfi:cenmrtripposi6onfor �' `_-t<': {'�. =i{Y'° industriala0 lications. :iC .+nL4fi± PP. :==" t p ' i=;✓ Uni ue breakerfoot rint(o:eri oie ULcom lienee{ pax i=z q P P of retrofrtbreakers. 1;s vType_CH.15and20am akers breeaturelow - ?•�= 'ws ma nehcsetMgssfor.rm rov-edYroteclion. ait: '''.�. 9 9 _ P� .rP ✓ T e CH 15 thru 30 uin-6�eekers feature YP �_Pa._ _; load lugs _ ratedfor(21i14410innre3 or more wiring flexibility. `` "x ✓ Full line of special applia6866,n breakerssuch as �•:I ~ GFI, Arc fault Circuit liifik i ters, HlD rated, and _ T --•switching neutral b�eake''is�¢ Line,Nn �rft7�.riiHila rr�i ;air. h'.• tj - `, e :� T _,. r <f. =�- _. •. _ .• • - BR Residential FM- 'i? `► ��=,.I:,.. i %5year:Ioadceiiterwairanty• ✓5yeR rancii:hreaker, arramy. /-c�.a> N I ':. ✓Loadceriterandb�ra ohbeakerwairan 'extends' 1;;�?'� 7 surge protector. to 10 years:v_vitli�tf diHtall6tion ofa Culleic anjpjer '!r ':=::'•.:.-�:::;=:c �i.4s::ci+'" •�• 1, f rii q..• - :n r, `'. a_ .a� 1L• .lc! .� •r - BR Loadcenters .s - :' is • ,� -3 hZ, r t��• _ ✓Continuorisfonneaafunnnu'mbus lated`v< �• `��,:�• _ }+`':• :;`?s 'Ti: : r.cn....,..o:..urr P. _ lfth '•� ic+v;:: r+{'" auniquefou-layer.process.ofiirieate;cop er's-:.:, ,.;>=<; •� c el a '8ti"fa o :a d rehab a afi`' ;I '.�>`•X.nr k n n r l n n .(, I n - - �✓ All meta(�back ari for durable construch P and consistent breaker mounting. ✓ Split neutral assemblies for ease of viring. Y c' .... th 2 circuit doe loadcenters All N 4 1 outdoor fee foie •• a-h9 d i eea access•`. - sr n d doo rfo r ' !•'.'< ✓. `..Gat"nizedsieelenclosuresforcorrosionr''""" .r =:€:=Fulllin �ebflu'= � o"a'd'� ' w-'ed.`sti�' •:,=••. n n h'a'rd rr e;`: • -:. iic-rave' L• I :J - •1 L i A •• ritia,`B3;Re51delBrea)`ers�:'°��`•�`4:;•:w.•':i':.:'1�. .;1 v,Ceri6irtiip'posfhon;l_(254mm1Per;pole:breakerforrne[> itT� 1 ✓Com leie liiie6f cam act;multi'' ole:bieakers i% ^l '"''"'�- �� >:✓Fall:liiie's acral :crrcmt:breakers sucliasGF.l;-::i:,? 'QFc:FaulkCilciitlliiterFupt�rs:s-witching'�riefitral; _ :: tiotweter'fieater>arid�HlD'ratedlbieekei's:;;::'z='(�i�:•<-i:: � �=�s rt' • .ir '21i CUTLER -HAMMER NEW 2 THRU 0 CIRCUIT CH4LOADCENTERS 2 Circuits �.{ �` , : 2�Circuits 40 and 70 125 Amperes Amperes „?.. u•r r 3 SURFACE OUTDOOR FLUSH SURFACE OUTDOOR •� ,rFl!)SH s GOP pus AlWay kaged j. • I� ally Pao Indivldu j/ U.S•A _ ode in '9 - - M been ual La B'U { RUSH Main Ampero Typaol Main Moximumllumber Enclosurn Typo 2 Circuits — + N 125Amperes WreSizc Mgo Y. Clrcul(s Haling 40 (19mm) '14-2 Outdoor CHWOR CH21.7ORP® : 511 ` .y .� _— ,. 'SURFACE` MLO forAUCu OUTDOOR s GOP pus AlWay kaged j. • I� ally Pao Indivldu j/ U.S•A _ ode in '9 - - M been ual La B'U { RUSH Main Ampero Typaol Main Moximumllumber Enclosurn Typo Prmious CatalogNumbcr + N Box Size WreSizc Mgo 3r4lnch Clrcul(s Haling 40 (19mm) '14-2 Outdoor CHWOR CH21.7ORP® : 511 ` Catalog Number MLO forAUCu 40 Indoor/Surface CH21-725S " CH21125SP 6llEty Spaces Outdoor CH21-12511 CH21.125RPt 611nnv Indoor/Flush CH21-125F ,.. CH2025FP 6nEvl' 125 MLO 4 80 Single -Phase, 3-Wire,120/240V AC = Single Neutral 40 MLO 2 40 Indoor/Surface CH21-40S CH21-40SP 5 ;x14.6 Outdoor - CH2L40R CH2L40RP® 5R Indoor/Flush CH21-40F CH2L40FP 5 70 MLO 2 40 Indoor/Surface CH21-70S CH21.70SP 5 '14-2 Outdoor CHWOR CH21.7ORP® : 511 Indoor/Flush CH21.70F CH2L70FP 5 125 MLO 2 40 Indoor/Surface CH21-725S " CH21125SP 6llEty z14-1/0 Outdoor CH21-12511 CH21.125RPt 611nnv Indoor/Flush CH21-125F ,.. CH2025FP 6nEvl' 125 MLO 4 80 Indoor/Surface CH41-125S CH4L125SP 7 €14-1/0 Outdoor CH41.12513 CH41.125RP® 7R Indoor/Flush CH41-125F CH4L125FP ` 7 125 MLO 8 160 Indoor/Surface CH8161.125S CH81-125SP 7 A_ Vo Indoor/Surface CHOL125S CH81-125SP 7 Outdoor CH8161-1251i CHBL125RPa) 711 Outdoor CHBL125R CHBL125RPo 711 Indoor/Flush CH8161.125F CH8L125FP 7 Indoor/Flush CHBL125F CHBL125FP 7 Three -Phase, 4 -Wire, 208Y/120V AC - Single Neutral 125 MLO 6, 12O Indoor/Surface CH6L3125S CH61.3125SP 7 14.1/0 Outdoor CH61-312511 : CH61.3125RP® 7R Indoor/Flush CH61-3125F CH6L3125FP 7 O Use CHNT type nein breakers for full circuit utilization. 0 Hub not included. Order Type OS hub separately. New EXCLUSIVE Decorator Cover! (for use with stud -width 12-42 spaceloadcenters.) NOW you $ee It..• •moi �.`'^�#:.. - - ' 1, t,) • "= �: - Now o u 0011 tor Covers ImProye �eihetics loadreora nteSPace For 4vrth tithe Lrvs Perfect Mounted 'XtuEed his Whitey ConsoliclWallpapered I� in N ted or wily Pa Any pecor to Ma .See SA.3IA.0I.S.E lorcomplete details. FA CUTLER -HAMMER MEW 2 THRU 8 CIRCUIT DR LDADCEMTERS 2 CircBil$ {• ° 2 CIfCU1tS • >.};dp� : ,. V V r` Fl:ciV 70 Amperes � 125 Amperes SURFACE OUTDOOR rLU511 SURFACE M OUTDOOR FLUSH 2 Circuits yrJ'� ':':F ::: -• 125 Amperes 'Raged u A. Made in Labeling ilingnal Labe �• ••SURFACE.... _.OUTDOOR ... ••FWSHWITHDOOR \ Main Ampere Ty poaf Main MoximumNumber Enclosure Typo Catalog Number ^1Ir NE Box WiroSim Range t.Ineh Circuits Rating €8-2 1754mm1 Outdoor BR24L70R BR24UORP® 5R Indoor/Flush BR24L70F BR24L70FP 5 Indoor/Flush BR24L70FG BR24U0FGPo 5 Catalog Number MLO forAl/Cu 4 Indoor/Surface BR24L125S , BR24L125SP 6 IIEW Spaces Outdoor BR24L125R BR24L125RP<D 6RIIEW Indoor/Flush BR24L125F BR24L125FP 6IIEVI Single -Phase, MLO 3-Wire,120/240V AC— Single Neutral Main Ampere Ty poaf Main MoximumNumber Enclosure Typo Catalog Number ^1Ir NE Box WiroSim Range t.Ineh Circuits Rating €8-2 1754mm1 Outdoor BR24L70R BR24UORP® 5R Indoor/Flush BR24L70F BR24L70FP 5 Indoor/Flush BR24L70FG BR24U0FGPo 5 Catalog Number MLO forAl/Cu 4 Indoor/Surface BR24L125S , BR24L125SP 6 IIEW Spaces Outdoor BR24L125R BR24L125RP<D 6RIIEW Indoor/Flush BR24L125F BR24L125FP 6IIEVI 125 MLO 4 8 60 Non- Auto Breaker 2 — Outdoor BR24LGONAR BR26ONARP 5R R-2 70 MLO 2 4 Indoor/Surface BR241.70S BR24L7OSP 5 €8-2 Indoor/Surface BR24L70SG BR24L7OSGP0 5 Outdoor BR24L70R BR24UORP® 5R Indoor/Flush BR24L70F BR24L70FP 5 Indoor/Flush BR24L70FG BR24U0FGPo 5 125 MLO 2 4 Indoor/Surface BR24L125S , BR24L125SP 6 IIEW z14-1/0 , Outdoor BR24L125R BR24L125RP<D 6RIIEW Indoor/Flush BR24L125F BR24L125FP 6IIEVI 125 MLO 4 8 Indoor/Surface BR48LI25S BR48LI25SP 7 r14-1/0 Indoor/Surface BR48LI25SG BR48L125SGP0 7 Outdoor BR48LI25R BR48LI25RPo 7R Indoor/Flush BR48LI25F BR48LI25FP 7 Indoor/Flush — BR48LI25FOPo 7 Indoor/Flush BR48LI25FG BR48LI25FGPO 7 125 MLO 6 12 Indoor/Surface BR612L125S BR612L125SP 7 €14-1 Indoor/Surface BR612L125SG BR612L125SGPO 7 Indoor/Surface BR612L125SD BR612LI25SDPo 7 Indoor/Surface BR6121.725013 BR612LI25SDGPoo 7 Outdoor BR612LI25SR BR612L125RPo 7R Indoor/Flush BR612LI25SF BR612LI25FP 7 Indoor/Flush BR612LI25SFG BR612L125FGPo 7 Indoor/Flush BR612LI25SFD BR6121-125FDPo 7 Indoor/Flush BR612L125SFOG BR612L125FDGPw 7 125 MLO 8 16 Indoor/Surface BRB161_125S BR816LI25SP 7 =14-1 Indoor/Surface BR816LI25SG BRO16LI25SGPO 7 Indoor/Surface BR816LI25SD BRB16LI25SDPo 7 Indoor/Surface — 8R816LC125SDPo4 copPEn 7 Indoor/Surface BR816LI25SDG BR816L125SDGPOo 7 Outdoor BR816LI25R BR8161-125RP® 7R Indoor/Flush BR816LI25F BR816LI25FP 7 Indoor/Flush BRO16LI25FG BRO16LI25FGPo 7 Indoor/Flush BR816LI25FD BF1816L125FDPo) 7 Indoor/Flush — BR816LC125FDPo4 coPPER 7 Indoor/Flush BR816L125FDG BR816L125FDGPM 7 @Factory installed ground bar. WHub isnot included. Order Type OShub separately. CDOoorincluded. •4 New copper bus offering. I .. All of the Sizes You Need.,.. Box IDimensions in Inches -Box Only IDimensions in mm -Box Only Size lHelobt I Width l0epth I Helaht 1WIddi 10epth NEMA Type 1 Indoor Enclosures 3/4 - 0 5 9-7/16 4-1/2 3 239.6 114.3 762 6 12 6-7/8 4-1/2 304.8 174.6 114.3 7 13 11 3-W16 330.1 279.3 90.5 NEMA Type 311 Ou[door Enclosures 3/4 1 1-1/4 9-7/16 4-1/1 3 239.6 114.3 762 45R 6R 12 6-7/8 4-1/2 304.8 174.6 114.3 7R 13 11 3-9/16 330.1 279.3 90.5 Cn 1/2 0 0 - - 127 - - - O ° 3/4 - 0 Box 5 - - C O O 1 - 123 O °o 25.4 - D 1/2 3/4 1 oO Hub 19.0 25.4 31.7 000 3/4 1 1-1/4 1-1/2 19.0 Box SR 31.7 38.1 O O 1-1/4 1 1-1/2 1 - 25.4 O o 38.1 1 - H 1 1 1-1/4 1-1/2 Another MOMMINIM Cutler -Hammer EXCLUSIVE! inged Circuit v oil All 4th drerlterz Outdoor Loa 1- x cC � mProyed ase 01 ostler )✓ Safety {0r ...and Plenty of Knockouts! Codo DiamolersinInches iDi2metersinmm A 1/2 - - - 127 - - - B 1/2 3/4 - - 123 19.0 - - C 1/2 3/4 1 - 123 19.0 25.4 - D 1/2 3/4 1 1-1/4 123 19.0 25.4 31.7 F 3/4 1 1-1/4 1-1/2 19.0 25.4 31.7 38.1 G 1 1-1/4 1 1-1/2 1 - 25.4 1 31.7 38.1 1 - H 1 1 1-1/4 1-1/2 1 2 1 25.4 1 31.7 1 38.1 1 50.8 H O O © BOx6 O 0 0 00 0 0 0 O OO OO Hub O O Box 6R Corwriaht Eaton Coronrntirin. 199R. 7 000 0000 B Q Box ©©OC 00 O 00oOo00 O © o00 I O O O OO Hub Box 711 000Oo00 © © 0©O