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BSOL 2016-009678-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: BSOL2016-0096 Property Address: 78920 ZENITH WAY APN: 609560025 4 4v Qaiia COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 5/18/2016 Application Description: OCHOA/5.7 kW PV SYSTEM -(20)285W PANELS W/ MICROINV+125A SUB Property Zoning: Application Valuation: $22,800.00 Applicant: MOSH E YACOBY ELECTRICAL CONTRACTOR 6301 ELLENVIEW AVE WEST HILLS, CA 91307 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: C1 License No.: 465649 Date: Contractor: OWNE RATION 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) orthat 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. . BAP.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 Name: Owner: ANTHONY OCHOA 78920 ZENITH WY LA QUINTA, CA 92253 J D Contractor:676YLEDL I,MOSHE 1�A 6301 ELLENVIEW AV C -TY OFESTHILLS lA QGINT CA_�� COMMUNITYIOMNVl�� DEPARTMENT. Llc. No.: 465649 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 hich this permit is issued. ==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: 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 ofthe Labor Code, I II forthwith comply with those provisions. Date: • Ir 'L Appfca t; WARNING: FAILURE TO SECURE WORK SATION 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 construction, and hereby authorize representatives of this city to enter upo above-mentionedTrSignature y for inspection purposes. Date: (Applicant or FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT . PAID PAID.DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 5/18/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY SOUTHERN CALIFORNIA HOME IMPRO CHECK R15592 30124 RSE Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $1.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PV SYSTEM - ARRAY, FIRST 20 101-0000-42403 0 $24.17 $24.17 5/18/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY SOUTHERN CALIFORNIA HOME IMPRO CHECK R15592 30124 RSE DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PV SYSTEM - ARRAY, FIRST 20 PC 101-0000-42600 0 $24.17 $24.17 5/18/16 •PAID BY METHOD RECEIPT # CHECK # CLTD BY SOUTHERN CALIFORNIA HOME IMPRO CHECK R15592 30124 RSE DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PV SYSTEM - MISC EQUIPMENT 101-0000-42403 0 $24.17 $24.17 5/18/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY SOUTHERN CALIFORNIA HOME IMPRO CHECK R15592 30124 RSE DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PV SYSTEM - MISC EQUIPMENT PC 101-0000-42600 0 $24.17 $24.17 5/18/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY SOUTHERN CALIFORNIA HOME IMPRO CHECK R15592 30124 RSE Total Paid for ELECTRICAL: $96.68 $96.68 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PERMIT ISSUANCE 101-0000-42404 0 $91.85 $91.85 5/18/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY SOUTHERN CALIFORNIA HOME IMPRO CHECK R15592 30124 RSE Total Paid for PERMIT ISSUANCE: $91.85 $91.85 TOTALS: $189.53 $189.53 Description: OCHOA/5.7 kW PV SYSTEM-(20)28SW PANELS W/ MICROINV+125A SUB Type: SOLAR - Subtype: Status: APPROVED Applied: 5/10/2016 RSE Approved: 5/18/2016 JFU Parcel No: 609560025 Site Address: 78920 ZENITH WAY LA QUINTA,CA 92253 Subdivision: TR 23773-5 Block:- Lot: 25 Issued: Lot Sci Ft: 0 Building Sci Ft: 0 Zoning: Finaled: Valuation: $22,800.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 5.7kW SOLAR ARRAY- (20) 285W SOLAR WORLD SW 285 MONO PANELS W/ ENPHASE M250 MICROINVERTERS + 125A LOAD CENTER [360SF] 2013 CALIFORNIA ELECTRICAL CODE. I Applied to Approved FINANCIAL INFORMATION Printed: Wednesday, May 18, 2016 3:27:00 PM 1 of 3 owl,pm'r YS Tf: ' CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT MOSHE YACOBY ELECTRICAL CONTRACTOR 6301 ELLENVIEW AVE WEST HILLS CA 91307 ERICA.SADP@GMAIL.0 OM CONTRACTOR MOSHE YACOBY ELECTRICAL CONTRACTOR 6301 EL_LENVIEW AVE WEST HILLS CA 91307 ERICA.SADP@GMAIL.0 OM OWNER ANTHONY OCHOA 78920 ZENITH WY LA QUINTA CA 92253 FINANCIAL INFORMATION Printed: Wednesday, May 18, 2016 3:27:00 PM 1 of 3 owl,pm'r YS Tf: ' INSPECTIONS PARENT PROJECTS Printed: Wednesday, May 18, 2016 3:27:00 PM 2 of 3� CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY SOUTHERN BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 5/18/16 R15592 30124 CHECK CALIFORNIA HOME RSE IMPRO Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $1.00 BSA: SOUTHERN PV SYSTEM - ARRAY, 101-0000-42403 0 $24.17 $24.17 5/18/16 R15592 30124 CHECK CALIFORNIA HOME RSE FIRST 20 IMPRO SOUTHERN PV SYSTEM - ARRAY, 101-0000-42600 0 $24.17 $24.17 5/18/16 R15592 30124 CHECK CALIFORNIA HOME RSE FIRST 20 PC IMPRO SOUTHERN PV SYSTEM -MISC 101-0000-42403 0 $24.17 $24.17 5/18/16 RlSS92 30124 CHECK CALIFORNIA HOME RSE EQUIPMENT, IMPRO SOUTHERN PV SYSTEM -MISC 101-0000-42600 0 $24.17 $24.17 5/18/16 R15592 30124 CHECK CALIFORNIA HOME RSE EQUIPMENT PC IMPRO Total Paid for ELECTRICAL: $96.68 $96.68 SOUTHERN PERMIT ISSUANCE 101-0000-42404 0 $91.85 $91.85 5/18/16 R15592 30124 CHECK CALIFORNIA HOME RSE IMPRO Total Paid for PERMIT ISSUANCE: $91.85 $91.85 TOTALS: INSPECTIONS PARENT PROJECTS Printed: Wednesday, May 18, 2016 3:27:00 PM 2 of 3� BOND INFORMATION ATTACHMENTS Printed: Wednesday, May 18, 2016 3:27:00 PM 3 of 3 gin # Submittal .0ty d La Qulnta Building 8t Safety Division P.O. Box 1504, 78-495 Calle Tampico 1a.Qulnta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Reed TRACKING PERMIT FEES Permit # ?db� 1. L Project Address:' i Owner's Name: (� A. P. Number. -� v Adder: 7 'r i Legal >7esc46on: City, ST, Zip:LAUl �� l Contractor: MEN & Address: l Telephone: Project Description: S 61 Ci ✓L- 4 � City, ST, Zip: (a �A 15 . - Vu-j. 06 9 CJS w �so v l I cyt Telephonel; X. Q "eI State Lic. # : Lie. #; Arch., Engr., Designer: Grading plan Address: 2'! Review, ready for correctionslissue Electrical City., ST, Zip: Called ContactPerson Plumbing Telephone: Construction Type:, p (,i� Occupancy: Project type (circle one): eco Add'n Alter Repair Demo Name of Contact Person$ L6 7eVGL ° �� ` Q ► I Sq. Ft.: Units: Telephone # of Contact Person: �9k- C-)• 0-7 Estimated Value of Project: , Plans resubmitted Grading APPLICANT: DO NOT WRITE BELOW THIS LINE IN HOUSE:- # Submittal ReWd Reed TRACKING PERMIT FEES Plan Sets Pian Check submitted Item Amount Strgctural Calm Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance. Title 24 Calces plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2'! Review, ready for correctionslissue Electrical Subcontactor List Called ContactPerson Plumbing Grant Deed Plans picked up S.M.I. ILOA. Approval Plans resubmitted Grading IN HOUSE:- '"' Review; ready for corrections/Issue Developer Impact Fee Planning Approval Called Contact Person A.LP.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees SITE PLAN THIS PROJECT SHALL COMPLY WITH All construction shall comply with the 2013 California Building, Residential, Mechanical, Elictrical, Plumbing, Energy and Green Building Codes and the La Quinta Municipal Code. SCOPE OF WORK 15.7 Kw, Roof Mount (20} 285W Solar World Modules 20 Enphase Micro Inverter (1) AC Disconnnect (1) Combiner Box Lot Size: 107'x 91' SHEET INDEX PG 1 - SITE PLAN PG 2 - ROOF PLAN PG 3 - ONE LINE DIAGRAM PG 4 - GENERAL NOTES PG 5 - PLAC CARD SHEET PG 6 - WIRE CALCS - EQUIPMENT DATA SHEETS & RELATED INFORMATION 609.560.025 CUSTOMER INFO Anthony & Alma Ochoa 78920 Zenith Way La Quinta Ca 92253 (n) Solar Modules on a reverse Tilt facing SOUTH TOTITI-S 4f UZ e CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION NOTE: "photovoltaic system conductors shall be identified and grouped. The means of identification shall be permitted by separate color coding, marking tape, or other approved means. The means of grouping shall be wire ties or similar means at least once, and then at intervals not to exceed six (6) feet." (CEC 690.4(B)) -MMOIM30 "NnYVWoo V1Nino Vl :io Allo 910Z 0 I ,Vd C13AI303EI ROOF LAYOUT NOTE Poposed 3/4 emt shall be determined at install 1- Main Service Panel 2- 285W Solar World Modules 3- Enphase Micro inverters Z 4- AC Disconnect 0 5- Combiner Box 6- J -Box 7- 314 em -1 ADDRESS Anthony & Alma Ochoa 78920 Zenith Way La Quints Ca 92253 1,4,5 ROOF DETAIL 2" x 4" 24" O.C. �� Solar Panels SYSTEM WEIGHT ARRAY 364 SQ.FT. SOLAR WORLD MODULES 3.1 LBS / SQ. Fr. Rooffrac tm. .6LBS / SQ. FT. TOTAL LBS / SQ. FT. 3.7 LBS / SO. FT. CONTRACTOR INFORMA, Moshe Yacoby Electrical Contract 6301 Ellenview Ave. West Hills CA Phone: 818.304.0810 Fax: 818,30 LIC # 465649 _ - -- U 4` ROOT STVNTIO\ i ANCHOR POINT ANCHOR POINT lel ALUMINUM RACKING S Tile Roof 1 ANCHOR POINT —r 5/16" stainless steel diameter lag screws @6` a.c. with 3" penetration into existing framing member. roof sealant at every penetration of the lagbolts into roof framing. module — existing roof structure CONTACT INFORMATION Jesus Perez 07 Phone: 818.251.0752 12 email: jperersadpa@gmail.com 0 — ANCHOR POINT r r tnr nce 'io str ict ! K,; I: u SINGLE PHASE 120/240 MAIN r SERVICE 1■ 0 ❑ © ❑ 0 ❑ on �— METER 2 POLE 25 AMP PV ` BACKFED CIRCUIT BREAKER FURTHEST AWAY FROM MAIN u NEUTRAL GROUNDING ELECTRON IPV MODULE RATING @ STC MODULE MFR SOLAR WORLD MODULE MODEL# SW 295 W OPEN CIRCUIT VOLTS 39.7 v OPERATING VOLTS 31.3 v OPERATING CURRENT 9.2 A SHORT CIRCUIT CURRENT 9.84 A MAX SERIES FUSE (OCPO) 25 A MAX POWER (@ 25'C) 285 W PV ARRAY INFORMATION 1200 AMP MAIN BREAKER (Bottom Fed) (E) 200 AMP BUS BAR RATING AC 199117Trrj7rrrTrnnM Q N E LINE DIAGRAM 20 Soler Modules (2)#10 AWG THWN-2 (1) #10 NUETRAL (1) #8 GROUND 3/4" EMT (N) 125 AMP Combiner W/ (2) 1 AMP breakers 0 (4)910 AWG THW N-2 (1) #10 NUETRAL (1) #8 GROUND 3/4" EMT ]-Box 1 note: All photoVoltalc system conductors WIII be 90 degree C. rated note: Provide a note on the plans stating that the AC disconnect is a "Knife blade" type disconnect JRCE COMBINER RATINGS E VALUES PER STRING: ' RATING 125 A T RATING 240 V INVERTER RATINGS NA A MAX DC VOLT RATING 48 V MAX POWER @ 40-C 250 W INOMINALAC VOLTS 240 V MAX AC CURRENT 1 A SOURCE SIGN ON DC DISCO OPERATING CURRENT NA A OPERATING VOLTS NA V "MAX SYS VOLTS NA V SHORT CIRCUIT CURRENT NA A Note: Sub -Panels are required to be sized per 705.12(D)(1) (10) sw 285 w with (10) En phase m250-60-2LL-52x ZC-NA (240) [string0l BARE #8 CONTINOUS GROUND UNDER ARRAY ON LUG FROM INVERTER TO PANEL ON I ■F. .... a...■*NOR Won 46. (10) sw 285 W with (10) Enphase m250-60-2LL-s2x-zC- NA (240) [string#21 .........................................................................................................i ,AC DISCONNECT RATINGS CONTRACTOR OF RECORD: (DISCO AMP RATING 30 A (DISCO VOLT RATING 240 V OCPD AMP RATING 30 A OCPD VOLT RATING 240 V SERVICE PANEL RATINGS #10 AWG FEEDERS 30 FEET SERVICE VOLTS 240 V SYSTEM TYPE GROUNDED MAIN OCPDAMP RATING 200 A QTY OF MODULES IN SERIES 10 SOURCE CIRCUIT CONDUCTOR TYPE (OUTSIDE CONDUIT) USE -2 X PV WIRES X ,QTY OF PARALLEL CIRCUITS 2.00 SOURCE CIRCUIT CONDUCTOR TYPE (INSIDE CONDUIT) THWN-2 X XHHW-2 RHW2; USE -2 SOURCE CIRCUIT CONDUCTOR SIZE (SEE NOTES FOR ARRAY WIRE) 10 AWG OCPD: OVER CURRENT PROTECTION IF CONDUIT TO RUN INSIDE BUILDING IT WILL BE ENCASED IN METALLIC CONDUIT * MAX VOLTAGE WITH 22' F TEMP CORRECTION SYSTEM SUMMARY CONTRACTOR OF RECORD: MAIN SERVICE 200 A AZI MUTH 180 PV TILT 20 ° UNSHADED % 99 % ROOF SLOPE 17 ° CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY LEGAL OWNERS: CONTRACTOR OF RECORD: CONTACT INFORMATION: SITE ADDRESS: draftsman: Anthony & Alme Ochoa Moshe Yacoby Electrical Contractor U # 465649 JESUS PEREZ 78920 Zenith Way Jesus 6301 Ellenview Ave West Hills Ca 91307 818.251.0752 La Quinta Ca 92253 Perez PG 3 Phone: 818.304.0810 Fax: 818.304.081 erersad mail.com GENERAL NOTES * All field installed junction , pull and outlet boxes located behind modules or panels shall be accessible directly or by displacement a module(s) or panel(s) secured by removable fasteners. * 2013 California Residential Code (CRC) requires that Smoke alarms and Carbon Monoxide alarms be retrofitted into the existing dwelling. These Smoke alarms are required to be in all bedrooms, outside each bedroom, and at least one on each floor of the house. Carbon Monoxide alarms are required to be retrofitted outside each bedroom and at least one on each floor of the house. These alarms may be solely battery operated if the Photovoltaic project does not involve the removal of interior wall and ceiling finishes inside the home, otherwise, the alarms must be hard wired and interconnected. * Provide a note stating that any conductors exposed to sunlight shall be listed as sunlight resistant. (CEC 300.6 C1, 310.8 D) Where DC conductors are run inside the building (or attic), they shall be contained in a metal raceway. (CEC 690.31 E) * IID will be notified prior to use and activiation of any solar system. * System will be commissioned by owner per Interconnection Agreement. * All exterior conduits will be 3/4 EMT, painted to match building with exterior primer and UV paint. * All interior conductors will be labeled every 5 feet as: "Caution: DC Circuit". * System will not be energized prior to I I D approval. * A ladder (or means to roof access) will be on site and placed for each inspection. * The Solar PV system shall follow th State Fire Marshall Guideline (Cal Fire) in partnership with local fire department. * Particular attention to access and pathway requirements (Cal Fire, local fire). * Please note that adequate spacing must be maintained between any plumbing sewer vents extending through the roof and the underside of the photovoltaic panels (6" minimum recommended). * Attention to markings and labeling requirements on plaque detail page. * Place reflective tape on the comers of all panels that intrude into hips or valleys that may cause a trip hazard to firefighters. * Installation will comply with articles 250, 310, and 690 of 2013 CEC, CEC 310, and 690. * Note on the plans that the photovoltaic inverter will be listed as UL 1741 compliant. (CEC 690.4 D) * All exterior conduit, fittings, and boxes, shall be rain tight and approved for use in wet locations * Please provide a note stating that the working clearances around the existing electrical equipment as well as the new electrical equipment will be maintained in accordance with CEC 110.26 * All metallic raceways and equipment shall be bonded and electrically continuous manufacturers instructions, such that the roof covering shall serve to protect the building or structure CBC -1503. * All components of the photovoltaic system are negatively grounded. * In one and two family dwellings, live parts in PV source circuits and PV output circuits over 150 volts to ground shall not be accessible to other than qualified persons while energized. * "Installers" of the equipment and wiring and interconnections shall be installed by "qualified persons" . CEC 690.4 E * plumbing fixtures are to be retrofitted to comply with new requirements for water conservation. Toilets are to be 1.28 gpf; single shower heads less than or equal to 2,0 gpm; residential lavatories to provide less than or equal to 1.5gpm; and kitchen faucets to provide less than or equal to 1.8gpm; as required be Section 303.11 CallGreen and CA Civil Code 1101.1 et.Seq. * Unless otherwise sapecified, not less than 30 inches in depth, width, and height of working space and platform shall be provided to service mechanical appliances. No PV module shall encroach in this space, except s if the equipment listing is provided that shows the required clearance around and above this unit may be less than required above UMC 305 and and CEC 110.26 * Circuit breakers serving PV System to be legibly, durably, permanently and indelibly marked CEC 110.12(3). * The Solar PV system will be installed in accordance with article E90 of the CEC and 2013 CBC. * Grounding conductors smaller than #6 AWG must be protected from physical damage by a raceway, cable armor or enclosure in protected hollow spaces of Building Framing CEC 250.120 (C). * All wiring materials shall be suitable for sun exposure and wet locations. * Solar pv installation will not obstruct any plumbing, mechanical or building roof vents * Roof coverings shall be designed, installed and maintained in accordance with both this code and approved PV modules and associated equipment shall be protected from any physical damage. * each module shall be grounded using the supplied connection point identified on the module and the manufactures instructions * All components are UL listed and CEC certified where warranted. * if the existing main service panel does not have aground rod UFER it is the PV contractors responsibility to install a supplemental grounding electrode. In buildings service grounding electrode must be verified at the time of inspection. Buildings with a mettalic water pipe as the sole grounding electrode require a supplemental electrode to be installed * At point of disconnect a sign shall be mounted, "WARNING- ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. * signs shall be posted adjacent to each PV disconnect to indicate "PHOTOVOLTAIC SYSTEM" * Removal of a IID - interactive inverer or other equipment shall not disconnect the bonding connnection between the grounding electrode conductor and the photovoltaic source and /or output circuit grounded conductor LEGAL OWNERS: CONTRACTOR OF RECORD: CONTACT INFORMATION: SITE ADDRESS: DRAWN BY: Anthony &Alma Ochoa Moshe Yacoby Electrical Contractor LIC#.465649 JESUS PEREZ 78920 Zenith Way JESUS 6301 Ellenview Ave West Hills Ca 91307 t '. 818.251.0752 La Quinta Ca 92253 PEREZ PG 4 Phone: 818.304.0810 Fax: 818.304.0812 ': erersad mail.com CAUTION � POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN PLAQUE SPECIFICATIONS: a. Red background with white lettering b. 3/8" letter height c. All capital letters d. Arial or similar font e. Weather resistant material (i.e. enoraved clastic) FAULT IS INDICATED, NORMALLY GROUNDED CONCUCTORS MAY BE UNGROUNDED AND ENERGIZED. A[ INVEH I ER t.1,5 7" 5" 1/4" L PHOTOVOLTAIC POWER SOURCE RATING INVERTER OPERATING CURRENT 20 A MAX SYSTEM VOLTS 264 V OPERATING VOLTS 240 V SHORT CIRCUIT CURRENT 25 A AC DISCONNECT PER 690.17/690.54 5" 10 DC DISCONNECT ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OFF POSITION ng = 3" 3" CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY -if — AT MAIN SERVICE . RATED AC OUTPUT CURRENT 25 AMPS NORMAL OPERATING AC VOLTAGE 240 VOLTS Al U 11L11 T MC I CK VVU.Sb LIS) I /U: WARNING: INTERACTIVE PHOTOVOLTAIC SYSTEM CONNECTED PHOTOVOLTAIC SYSTEM DISCONNECT AT DISCONNECT WARNING: PHOTOVOLTAIC POWER SOURCE AT JUNCTION BOXES WARNING INVERTER OUTPUT CONNECTION, DO NOT RELOCATE THIS OVERCURRENT DEVICE. AT SOLAR BREAKER LEGAL OWNERS: CONTRACTOR OF RECORD: CONTACT INFORMATION: SITE ADDRESS: DRAWN BY: Anthony & Alma Ochoa Moshe Yacoby Electrical Contractor LIC# 466649 JESUS PEREZ 78920 Zenith Way JESUS 6301 Ellenview Ave West Hills Ca 91307 818.251.0752 La Quinta Ca 92253 PEREZ PG 5 Phone: 818.304.0810 Fax: 818.304.0812_i jperersad mail.com a .10 MODULE OPERATING CURRENT (IMPP) = 9.20 A NUMBER OF STRINGS TO INVERTER = 1 INVERTER MAX INPUT CURRENT = 15 A 9.20A<15A,OK MODULE OPERATING VOLTAGE (VMPP)= 31.3 V NUMBER OF MODULES IN EACH STRING - 1 (1) 31.3 V = 31.3 V INVERTER OPERATING INPUT RANGE= 16V - 48 V MODULE VOC = 39.7 V NUMBER OF MODULES IN EACH STRING = 1 (1)39.7=39.7V VOLTAGE TEMPERATURE CORRECTION FACTOR = 1.12 39.7 V (1.12)= 44.46 V INVERTER MAX INPUT VOLTAGE = 48V 44.46 V < 48V , OK MODULE ISC = 9.84A 9.84 A (1.25)(1.25)=15.375 A (ISC) MODULES SSERIES FUSE RATING = 25A 15.375 A < 25A, OK NUMBER OF STRINGS TO INVERTER =1 (1) 9.84 A = 9.84 A 9.84 A (1.25)= 12.3 A INVERTER OUTPUT CURRENT =1.OA 1.OA (20)(1.25)= 25 A [IC] USE (1) 25A BREAKER SERVICE PANEL BUS RATING=(e)200 A SERVICE PANEL MAIN OCPD = (e)200A 200A +(1) 25A INVERTER OCPD = 225 A 200A BUS (1.2) = 240A 225A < 240A ok WIRE CALCULATIONS ON THE ROOF AND FROM JUNCTION BOX TO INVERTER: EXPOSED TEMPERATURE = 50 C TEMPERATURE ADDER FOR CONDUIT OFFSET FROM, ROOF = 22 C ADJUSTMENT FACTOR PER TABLE 310.16 FOR 90 C INSULATED CONDUCTOR AT 50 C + 22 C = 72 C = 0.41 SELECT WIRE SIZE WITH AMPACITY GREATER THAN 25A, USE 10 AWG COPPER WIRE WITH AN AMPACITY OF 30A BELOW THE ROOF AND FROM THE INVERTER TO MAIN PANEL EXPOSED TEMPERATURE = 45 C ADJUSTMENT FACTOR PER TABLE 310.16 FOR 90 C INSULATED CONDUCTOR AT 45 C =.82 IC = 25A 25.00A x .82 = 20.5A OK SELECT WIRE SIZE WITH AMPACITY GREATER THAN 25.00A, USE 10 AWG WIRE WITH AN AMPACITY OF 30A 25A x .41 = 10.25 = OK STRING #1 - 10 (1.OA) x (1.25) = 12.5 STRING #2 - 10 (1.0A) x (1.25) = 12.5 � CITY OF Lq c�U��rq BiJILOt=NC & SAFE:TY DEPT. APPROVED FOR CONSTRUCTION DAT EBy LEGAL OWNERS: CONTRACTOR OF RECORD: CONTACT INFORMATION: SITE ADDRESS: DRAWN BY: Anthony & Alma Ochoa Moshe Yacoby Electrical Contractor LrC# 465649 JESUS PEREZ 78920 Zenith Way JESUS 6301 Ellenview Ave West Hills Ca 91307 818.251.0752 La Quinta Ca 92253 PEREZ PG 6 Phone: 818.304.0810 Fax: 818.304.0812 jpemzsadp0,gmail.com Sunmodule%Plus SW 2$5 MONO SunmMule➢Luc: Posltive performance tolerance r A'S -year livor per rormancewarranty and lo -year product warranty Glass \Vth arAlve6ective coatlrlg w,xld<hss gwty Fully -automated prod uctlon lines and seamless monitoring ofthe process and mate- rial ensure the quality tha (the company sets as its benchmark for Its sites worldwide. SolaWodd Pka3ortirg Plus -Sorting guarantees highest system efficiency. Solar World only delivers modules that have greater than or equal to the nameplate rated power. 25 Year Uveaperfo aleaCtgwmteeand eztmsbn 9fproductwarnVm10yws Sola rworld guarantees a maximum performance dlgreSSIon of 0.7% p.a.1n the course of 25 years, a significant added wlue compared to the t%"hase vrdrranties com- mon in the industry. In addition, Solar World Is offeringa product warranty, which has been extended to 10years.' —dance w ah Limned Wai—ti, at purchas e --hnvodd mrnXan-1, solarworld coin Enphase- Microinverters Enphas&M250 OrE :r:y r`ri •`a. �:� .r mom• J c ra VLi7RT =_i ' aa ILII ta,.n.raven.Neen The Enpha1 ; W125() Mlicroinver'ter delivers increased energy harvest and reduces design and installation complexity with its all -AC approach. With the M250, the DC circuit is isolated and insulated from ground, so no Ground Electrode Conductor (GEC) is required for the microinverter. This further simplifies installation, enhances safety, and saves on labor and materials costs. The Enphase M250 integrates seamlessly with the Engage" Cable, the Envoy' Communications Gateway-, and Enlighten', Enphase's monitoring and analysis software. P R o DucTIVE - Optimized for higher -power modules Maximizes eflergy production Minimizes impact of shading, dust, and debris SIMPLE No GEC needed for Inicroith ever No DC design or string calculation required Easy installation with Engage Cable RELIABLE - 4th -generation product -More than 1 million hours of testing and millions of units shipped - Industry-leading warranty, up to 25 years Sunmo ulp%Plus I SW 285 MONO PERFORIA UNDER STANDARDTESr CONDITONS(SIE)• AWIm pa,vrr P_ ♦sl Open tlrtua\onage 1'„ TW Power controlled: +++ (avert measuringtolennce in industry 6 .Vol' Short (hrWttun[!t 1- Every lstested to meet Abxrmumpownpalrt rurtmr IECreqcomponent 3tiuirements mes IEC req 920A arld heavy cesignauum q„ latons of accumulatlons of snovr and Ire SunmMule➢Luc: Posltive performance tolerance r A'S -year livor per rormancewarranty and lo -year product warranty Glass \Vth arAlve6ective coatlrlg w,xld<hss gwty Fully -automated prod uctlon lines and seamless monitoring ofthe process and mate- rial ensure the quality tha (the company sets as its benchmark for Its sites worldwide. SolaWodd Pka3ortirg Plus -Sorting guarantees highest system efficiency. Solar World only delivers modules that have greater than or equal to the nameplate rated power. 25 Year Uveaperfo aleaCtgwmteeand eztmsbn 9fproductwarnVm10yws Sola rworld guarantees a maximum performance dlgreSSIon of 0.7% p.a.1n the course of 25 years, a significant added wlue compared to the t%"hase vrdrranties com- mon in the industry. In addition, Solar World Is offeringa product warranty, which has been extended to 10years.' —dance w ah Limned Wai—ti, at purchas e --hnvodd mrnXan-1, solarworld coin Enphase- Microinverters Enphas&M250 OrE :r:y r`ri •`a. �:� .r mom• J c ra VLi7RT =_i ' aa ILII ta,.n.raven.Neen The Enpha1 ; W125() Mlicroinver'ter delivers increased energy harvest and reduces design and installation complexity with its all -AC approach. With the M250, the DC circuit is isolated and insulated from ground, so no Ground Electrode Conductor (GEC) is required for the microinverter. This further simplifies installation, enhances safety, and saves on labor and materials costs. The Enphase M250 integrates seamlessly with the Engage" Cable, the Envoy' Communications Gateway-, and Enlighten', Enphase's monitoring and analysis software. P R o DucTIVE - Optimized for higher -power modules Maximizes eflergy production Minimizes impact of shading, dust, and debris SIMPLE No GEC needed for Inicroith ever No DC design or string calculation required Easy installation with Engage Cable RELIABLE - 4th -generation product -More than 1 million hours of testing and millions of units shipped - Industry-leading warranty, up to 25 years Sunmo ulp%Plus I SW 285 MONO PERFORIA UNDER STANDARDTESr CONDITONS(SIE)• AWIm pa,vrr P_ SRS Wp Open tlrtua\onage 1'„ 39.i'J Atavlmumpowrrpolrrt wR9ge 'JT 31.3'J Short (hrWttun[!t 1- 934A Abxrmumpownpalrt rurtmr 4,. 920A Mud,rkrJJlrk.y q„ 170._4 -Sri I— 11,W 21'1: M -, 1) wile p -.j -W 1-+1UV R2ni1di./ TIERMALOiARACMSMCS �� jTl: P+nn Cu,ro Whip Nocr CEC weighted efficiency 4''C 7r_ rcrd wen Yrt q.r�+eln.rrn-ao•crossc __"M V,. !a unlap vial art 1r 1.v WVpin. 1In prmlA,e,. sol., W and ac rtR+.�r nr realm �„a1. �.3nr.e•n.nwvrs wrYw,d r.,er_ Enphas& M250 Micminverter // DATA PERFORMANCE AT800 W/ma, ff0q AM15 AI¢dmum pipwn P— 2131 \':p Open rfrruR r,xfade v,- 514V Max/mum L+Dr,rrLollt wRgae V_n `C7V miortdreulramrt 4 ""A. A dmumpo polltorrnt L,. 74A nn rr.,l,cpor,Ine,duncY'ndn p.GJ bN,.mNnm, rt71"C:al7 (,�/.�) of rl,e sTinflE,enry (loan W ArPj n achk.M. COMPONENTMATERIALS o,18 Xr nu,duk Go 4111ype Mona CIIr aYine Ul/dimrmiom 617 inx6171n IIS�.TxISd 7<mmj Bort rramr 7ernper-d glass (EEI72150) clear annd"¢ed aluminum "ht 3951es (179 rA) SYSTEM INfEGRA ON PARAMETERS MN/mrrms]slrm\of 0,Sc9jJVK 1000V MroTrn ra'rtrsr4vaenrr 2:i. Numb—irD.Wmsdiodo 3 D"r Lode• 1•wvw9syftem 11>p#d•iwnward F4psf 11 and DMgn L.W1. 7lurrmllryrtrm 170yf Juw .J n p,fupward D.19 Leda• rdyr rnor M1.9 3U psrd.,:mwud 301"r upward r►crr r.wnal. sr..nn.r>`,�,arre.� e.wv\e..n a>a d..�r. xc.r.kdwfm ADDIIIONALOATA Po, _drny' -O Wi,/I WV 34rox rc5 Module kds PV ,v 4. pb UL1703 with l l t mnz.(nis Aladuklype Ax rrav 1 Lk, lav, on1 pered xirh AEC VFASION 25 PRAME - CarsPatlbk with both'rap-Ibxn• _ � and BWtons'mourting melllds - carnedk�tnUrarne -dmfnels dthe frame -4lnmticr alongthelength pfthe module in the extended flange( SVl UI -6007 L'S 12 :014 INPUT DATA (DC) M250-60-2LL-S22, M250-60-2LL-S25 Recommended Input power (STC) 210- 310 W Maximum input DCvoltage 48 V Peek power tracking voltage 27V -30V Operating range 16 V - 48 V Min/Max start voltage 22 V 148 V Max DC short circuit current 15A DATA (AC) 0206 VAC 0240 VAC _OUTPUT Peak output pourer 250 W 250 W Rated (continuous) output power 240 W 240 W Nominal output current 1.15 A (A rms at nominal duration) 1.0 A (A rms at nominal duration) Nominal voltage/range 208 V / 183-729 V 240 V / 211-264 V Nominal frequency/range 60.0/57-61 Hz 60.0/57-61 Hz Extended frequency range' 57-62.5 Hz 57-62.5 Hz Power factor >0.95 >0.95 Maximum units per 20 A branch circuit 24 (three phase) 16 (single phase) Maxrmuln output faun currant __ _ 650 mA rms for 6 cycles 650 mA rms for 6 cycles EFFICIENCY CEC weighted efficiency 96.5% Peak Inverter efficiency 96.5% Static MPPT efficiency (weighted, reference EN50530) 99.4% Night time power consumption 65 mw Max MECHANICAL DATA Ambient temperature range -40rC to 65'C Dimensions (WxHxD) 171 mm x 173 mm x 30 mm (without mounting bracket) Weight 1.6 kg (3-4 lbs) Cooling Natural convection - No fans Enclosure environmental rating Outdoor - NEMA 6 Connector type M250-60-2LL-S22: MC4 M250-60-2LL-S25: Amphenol H4 FEATURES Compatibility Compatible with 60 -cell PV modules Communication Power line Integrated ground The DC circuit meets the requirements for ungrounded PV arrays in NEC 690.35. Equipment ground is provided in the Engage Cable. No additional GEC or ground Is required. Ground fault protection (GFP) Is integrated into the microinverter. Monitoring , Enlighten Manager and MyEnlighten monitoring options Compliance UL1741AEEE1547, FCC Pert 15 Class B. CAN/CSA-C22.2 NO. 0-M91, 0.4-04, and 107.1-0t ' Frequeray ranges can be M.11ded beyond nominal t requ'vad by Who utility 1 enphase, [Sp. To learn more about Enphase Microinvertertechnology, (enphaSe' ).. .1 E N E R G Y C us visit Cflt7Wis—.Coit( L "�..= E N E R G Y O?J15 GFiaso Erragy. A'I n6fAs ramrod, Pl ba:hrrvkynG �hL',u:tarr•'lrtsurr,g mod irytFRir ins'reGva lv4,rr. Mr(4 ili'TJ P.cv 1A Product Daia Sheer` DU221 RB Safety Switch . 30A. Non -Fusible. 2 -Pole ®tea L�Y SrMaldar E t a t r List Price 5177.00 USD Availability Stock Item: This Item Is nonnallystocked In our distribution facility. Technical Characteristics Number of Poles 2 -Pole Termlrol Type Lugs Type of Duty General Duty Maximum Voltage Rating 240VAC Woe Size 914 to 98 AWgAVCu) Action Single Throw Ampere Rating 30A Approv- b UL Listed File Number E21175 Enclosure Rating NEMA3R Enclosure Type Rainproof and SleW ce proof (Incloor/Outdoor) Factory Installed Neutral No Dtrmnmed Type Non -Fusible Mounting Type Surface Shipping and Ordering Category 00106 - Safety Switch, General Duty, 30 - 200 Amp, NEMA3R Discount Schedule DE1A GTN 00785901490340 Package Quantity 1 weight 4 62 lbs. Availability Cade Stock Item: Title item Is normally stocked in our distribution facility. Returnability Y Country of Origin MX G=_stz;:,a,-:u-s(r_•.:di::�'.i�.:.z-,1•:;•a:jns <h:^�c :;c�u,�i••�e 1�^:�_. ..�_,._,.�r:rr.ir,-:;.:�,;n of tFr. in!.:s�:r�n 0-: ..�.. .:: c:�eu �v: 02MOSchneider Daetrie. At rWft re,e d Schneider 0E1e c r i r Molded Nonmetallic Junction Boxes 6P Rated It's another first from Carlon' - the fust nonmetallic junction boxes UL Listed with a NEMA 6P rating per Section 314.29, Exception of the National Electrical Code. Manufactured from PVC or PPO thermoplastic molding compound and featuring foam -in-place gasbeted lids attached with stainless steel screvys these rugged enclosures offer all the corrosion resistance and physical properties you need for direct burial applications. Type 61) enclosures are intended for indoor or outdoor use, primarily to provide a degree of protection against contact with enclosed equipment, falling dirt, hose - directed water, entry of water during prolonged submersion at a limited depth, and external ice formation. Except whm rated LM by 4 -All Carlon Junction Boxes are UL Listed and maintain a minimum of a NEMA Type 4/4x Rating. - Parts numbers with an asterisk (_) are UL Listed and maintain a NEMA Type 61) Rating and Type 414X Rating. Pert N0. still in Itldas HxwxD Std. COL Qty. We AT AiL At Wb 8 Will. c Ta I Tclkerar AleMid WC plaint Sld. CUL WL 00 E98M-CAR' 4x4x2 5 311116 3% NIA 2 .160 ASS X DiscourdSchedde 3 E987N-CAR` 4 x 4 x 4 5 31416 3112 NIA 4 .160 .155 X Country oforigin 4 fE989NNR{AR' 4 x 4 x 6 4 311/16 348 NIA 6 .160 200 X Cadaa" .&ale 5 E989PP1{AR' 5 x 5 x 2 4 411/16 41/2 WA 2 .110 .150 G.Mis-Sae x 3 E987R-M' 6 x 6 x 4 2 6 55/6 WA 4 .190 .190 5cdas Fid Mb X 3 E989RRR-UPC' 6 x 6 x 6 8 55/8 53/8 NIA 6 .160 .150 GaeaM®dr X 14 E98914{AR 8 x 8 2 4 1 8 8 WA 4 .183 .190 MdkAWIV% x 2 E989SSCa)Pc 8% 8 x 7 2 721/32 75/16 NIA 1 7 1 .160 .150 A..."11la16 x 6 E989UUN 12 x 12 x 4 1 3 11% 11112 1 111/8 1 4 1 .160 i .150 F60ay.kAW.R.0o&AW-2561% X 12 E989R-UPC I 12 x12 x 6 1 2 1115/16 1 117/8 1 117126 j 6 1 .265 1 .185 9dsr0ic"-6e0ry x 10 180 www.carion.com Gross Automation (677) 2683700 • www.tarlonsafe&cont � safes0grossaulxmaation.cofn P fadtmt data sheet HOM20L125RB Characteristics LD CTR HOM MLO 240V 125A IPH 2OSP NEMA3R Product availability: Stock - Normally stocked in distribution facility Price': 383.00 USD %!";41 6..2/0 AWG copper 6.-.21a AYM aluminium Commercial Status Commercialised Product or component type Range of product Load Center Homeline Load tender type Convertible Maine (tog.) [In) rated current 125 A Number of apaco 23 Shortcircuitcument 10 kA Number oF.mft 20 Numbe of ba.dorn circuitbreakers 0 Nehwnk numbarof phase. 1phase [Ue] rated operational voltage 1210240 V AC AWO gauge 6..2/0 AWG copper 6.-.21a AYM aluminium NEMA degree of prascdon HEMA all Mrloer Cover type Surface cover Device composition Grounding bar (ordered separatety) Electrical connection Lugs Wiring configuration 3 -wire Materiel Enclosure material Tinplated aluminium busber Welded gaNnnneded steel Coverfinish Gray, baked enamel Product certifications UL leafed Ne E-6294 nlju.rb'lj) and, Sill)A1Hr1Q.(It Yn IIS 5d-selaa Category 00145- HOM LC&CVR,12A2CKT NEMA3R DiscourdSchedde DE3C OTIN 00785901061267 Nbr, oFunib in pkg. 1 Package weight(Lbs) 2362 Productavailability Stock - Normally etocked in distribution facility Retornablity Y Country oforigin US Conlfamivat wnrrantc Cl AddFIar Period Lifeline Schmtidcr -- Rigid Nonmetallic Conduit Technical Inform.1ti Corrosion Resistance of Carlon Schedule 40 and Schedule 80 PVC Conduit and Fittings Carton Schedule 40 and Schedule 80 are generally chemicals not on this list are manufactured or used because acceptable for use in environments containing the chemicals worier safety requirements dictate that arry air presence or below. These environmental resistance ratings are based splashing be at a very tow level. upon tests where the specimens were placed in complete If there are any questions for specific suitability In a su>bmerge7Fce in the reagent listed. Schedule 40 and given environment prototype samples should be SdIedi11e 80 can be used in marry process areas where tested under actual mndit[ons. A.k M1020% F1arj Aaohd Floe tie -Vitt 11—Rs& sal -Ass* AskAdfla,M IFagl Flod MY*.G -bf Lamy Setas lima AakAM20411% 0011- MW to kW Mfb.l 90M Sod-Ro.laa.► AmkAWOM WO&AM FI I AM .. — ololk 5d-selaa MKkkil-aaal 4x1®Was k-W&hY& W.W els Socks liFYft, ArAcAddU*. 011asQ'Ia.s 5.*AM tapr,d. sola lblY Au11&s Quas Olen fist. Iblal Ods& sodas a*" WAW uuas ObM Cl AddFIar FEss sm.s add& Alan ausslhod/. rd -Cala O.. inkkKA"&- 3oiss Q.& AhOi-Oktlr Cadaa" .&ale tis-Wassiprd FMkAW20% sm"i- ao Afad®f.ib Old -1016 6..-1Ysd"4 1akkArM4/% soddfdcy.16 ,tmnas.erdem Ckh.Was G.Mis-Sae lowkM60% Sodas r.m Al.W-00hld, Qft*A l6sob.-Albs! laudis®. Sodas FIwAb AiLean Nt16 Oslo, ixsib C_Wd Oma Mbas&d& 5cdas Fid Mb AM— Oda Darla -Apes- QA•rb(6Aa•0 abasif" $.&- Fiadkrs A®OO C. Sola. OFrd ai.-Fis0d. D.T7pd sod..Fr.r Aassdaral-W GaeaM®dr Op kAtM CbkAW Ssdw Fie* kmsas.Caluaa a" Polak 6a.L4WFVffad.*h 0,WAW Sodas Wits k -isOo " 0-k SW% lavas MdkAWIV% slue Sdsa Am k.ffy&Wb2R Okrs kAdO . Isen Fad FkAW lHf Sodas WIN, Aonsd.nllrapAagtss oket*** R*b. kkM20% R.Adedods, AhdlMiantl, Scaanliseei woo A..."11la16 ok&a tis PA 4A."Add/%-25% 0krgs, Gs sdetc06W A®�.Aaatl16tike t0 s Gees bk Ds%-% FlFda... M 41 It AW -025% S.-cidm. k_.A r_*ss-*all OWnyur F60ay.kAW.R.0o&AW-2561% %.kkki A.aseVS." Ola.udsk leu Fh�C..* Ah.apMaA!!-ss6% salt. 4m. W�ft 0- At. AFlddlast kmIt% fdsksh 9dsr0ic"-6e0ry Aea.JiTlbgsi16 Osskkill0% WkilaodldrAM r."Wdos 91b'TrW► AWAkdd o *kM3O% FOdgwn iho0ldds Posd-lltaae.a 5d1sk/dd-0-70% AdargeYsr Oas&AW40% H,dgreSAa-Ory Aeras Wmla Ssible1d1-14-75% MlaapdisdbkAM aunk"50% Bdzps 9i&- Woe 416 SrH.AW-2560% AWmigWi Ale atkM1 Aw-SAM. No k. bed& SWI -AW A NAQW OLl& kJdtopBas W.sisso b sla W kAW A -*Ada 0% am -tuna& IAdsyMas alas Misses Odula Us"Was. kylaf.*AW ow%.t& ills AAslmr ms.& TrakAdl WasomaU cma maria ren. %adan clanti, r*ias5satal& Bas.GWA G* .WW L.*Add21% s Masts, O&as T&Isslani sarxAdota oras w01 task Add Wo. link W-ArlF%pss ta_9" Gapk Ad 9% L_4 011ila R . I.1ay,.& Fsde.l ow Or`sdl& 0.601-Sse L.0 "a M..h-tied& Tspd- Ils WtiIsrG.&rll-bast t dAase kssissiiI - uss .mh.Sdskktl Tt% Dsb-f dVIOW Is. 90r k.aoaa Elsa WW 8-*kH biro Fad*AW Aesdasam16 %%%b a..b Crbr Oats. Histol M.'s Rrdla* oft64.r0.0s1." Bhdti#sltp.laYs71 ov Ml btkasq Ob Wadslam- 10% Was 0hsh-12S%kb0, pizza•. f*•q+16 F&p.h c b.0 Atsdas 1'.." alar Obla a- f"Akdd M%psd®Old& Festa. Alas ZkKGIM s M&kM Fd0& *.I 111110.sl-Ho-is Pq_ 2i.MAa 016 P"Aft V.W.A. "Wb FtVpAAk.W Musa lisdr Rios -tilt Pot F.k Clio" Irpes. Swab SLkAdd Is. Sobs OakAdd Wk 1411116 Wlik AM 2. Qad& Oslo-y&s. Fsrk swm WkAdl 9 -MM Mss Fs G&A& AlaoakOad& 9s Farm bicho Macias I -bila Maack Lyd& 506 -Ansa 1se www.carIon.com Gross Automation (677) 26&3700 • www.fartonldales.can - satm(Ogroswutomatfal.com Suggested Format for Specifying Carlon Nonmetallic Conduit, Conduit Fittings and Junction Boxes A The Carlon rigid nonmetaPlc conduit system shall be installed as indicated on the drawings and as specified herein. L All wiring shall be installed in Carlon rigid nonmetallic a mikk All corduutshall be seared by means of proper fittings. All fiifirgs shall be Caron. C Carlon outlet bare; fitter and junction boxes shall be used for all outlet; pull bares and junction points (lighting fixtures shall not be supported or hung from PVC junction boxes but be supported in position by other means) M Exposed candults shall be momted securely by suitable hangers or straps with the rmximunt spacing of points of supports not greater than Indicated by Section 35230 of dile NEC. E Except where embedded in concrete or direct buried, Carlon conduit shall be supported to permit adequate heal pavement to allow for expansion and contraction of conduit due to telrperawre change E For aboveground installations where tenperabxe change in excess of 14°C (251) is anticipated, expansion joints shall be installed. See Table 352.44(A) NEC for expansion characteristics. G. Proper care shall be taken when field bending is enplapd to maintain the Internal diameter and wall thickness of the conduit www.carlon corn 189 Gross Automation (9'77) 266-9700 - www.corkwtsales.com - sales@grossautomation.com CROSSRAIL MOUNTING SYSTEM EVALUATION Feb 20, 2015 •PAGE 2 OF 3 ftr;;p�_r' ;;13:111 and wind load determination. Seismic criteria were considered per provisions of ASCE 7-10 Chapter 13 with parameters specified below. While seismic effects did not appear to govern the capacity of this system, applicable seismic detailing requirements should be satisfied when installed per the manufacturer instructions and additional installation notes specified herein. Loading Parameters: o Ground snow load: Varies o Ultimate 3 -second gust wind speed (V):110-170 mph o Building roof mean height: 30 fk or less o Roof wind pressure region: Zone 1- Zone 3 o Structural risk category: 11 o Wind exposure: B, C, D o Seismic site class: D o Seismic design category: A through E o 0.2s MCER ground motion parameter (Ss): Not to exceed 2.000 o 1s MCEaR ground motion parameter (Si): Not to exceed 1.250 c Component importance factor (Fp): 1.0 o Component acceleration factor, (ap):1.0 o Component response modification factor (RP):1.5 o Panel orientation: Portrait or Landscape o Panel installation angle: Flush with roofslope o Roofslope(0):0-7',>7-27',>27-45' Design Results The allowable span lengths of the system are principally controlled by applicable wind and snow loads to the structure. Refer to the CrossRad span tables in the appendix to this document for recommended rail configurations based on combinations of these loading parameters Note that reaction loads provided in the attached tables are only applicable when used with the corresponding span length recommendations provided therein. These reactions may be scaled linearly when shorter spans are used. Installation Notes The following guidelines apply to all installations using the CrossRail product line: • Tables assume two independent support rails per row with either panel orientation. • Maximum end cantilever of aluminum support rail shall not exceed one-third (1/3) of allowable span in the roof wind pressure zone of the cantilever. • Rails shall be continuous (not spliced) over a minimum of two supports. • Installation over roof overhangs or within 10" of any roof edge is not advised. • Observe all local jurisdictional requirements regarding roof setback requirements. • Ensure that actual span length does not exceed capacity ofroofattachmenI. February 20, 2015 Everest Solar Systems, LLC 3809 Ocean Ranch Blvd. Suite 111 Oceanside, CA 92056 Attn: Andy Neshat RE- CrosrRail PV Panel Mounting Syston Evalraa6m To whom it may concern: CR150220CAt3:112 moment ENGINEERING+ DESIGN WWW.MSFGLLC.COM Per your request Moment Engineering + Design has performed a comprehensive structural analysis of the Everest Solar CrossRail Solar PV Mounting System for typical installations in the State of alifomia. When installed per the conditions and design criteria described herein, the CrossRail Solar PV Mounting System is compliant with the sections of the design reference documents noted below. Design ReferenceDocumenta 0 2013 7Wennial Edition of7Ttle24, California Code of Regulations Based on 2012 International Building Code &2012Inter-national Residential Cade o ASCE/SEI 7-10 - Minim um Design LoadsforBuildings and Other Structures c, 2010 Aluminum Design Manual, by the Aluminum Association o Section and materials data provided by Everest Solar Systems • Rail section properties appear in the appendix to this report Overview The CrossRail FV -panel roof mounting system consists of extruded aluminum support rails spanning between points of attachment on an odstingroof structure. This analysis is limited to capacity of the CrossRail only. Attachment of the CrossRail Mounting System to the existing roof structure shall be the responsibility of the installer, and should be analyzed by a registered design professional where required by the local authority having jurisdiction. Methods & Design Parameters Applicable combinations of dead, wind, snow, and seismic loads were evaluated in accordance with current code requirements to determine allowable rail span lengths, based on assumptions of single -span conditions and allowable deflection of L/60. Design wind pressures were determined using Components and Cladding calculations in Chapter 26-30 of ASCE 740, using the loading parameters listed below. Configurations not conforming to these parameters will require additional analysis. Calculation of applicable roof snow load should be based upon ground snow load maps and equations and factors of ASCE 7-10, Chapter 7 and applicable sections of the 2013 CBG For designated Case Study areas noted in the 2013 Triennial Edition of Title 24, California Code of Regulations, refer to local jurisdiction requirements for snow moment ENGINMUNG+DESIGN 10530 Warwick Ave, Suite CS • Fairfax, VA 22030 • Pbonr. 703-990-2350• Web: wwwa.rsegUM mm CROSSRAIL MOUNTING SYSTEM EVALUATION Feb 20, 20I5 • PAGE 3 OF 3 ILI Summary This assessment has provided design validation for code -compliant installations of the CrossRail PJ Mounting System in the State of California. For the configurations and design loadings noted previously, the attached span tables represent maximum span lengths based on allowable stresses and deflection criteria. For all other configurations, refer to Everest Solar Systems for engineering support This report does not provide analysis of roof attachment hardware, nor of any existing structures, as may be required by the local authorityhaving jurisdiction. We appreciate the opportunity to have assisted you with this project. Should you have any further questions regarding this analysis, please feel free to contact us by phone or email. Best Regards, Shawn P. Kelley, P.E. Principal moment ENGINEERING + DESIGN sa 1_lle4 usegl)scom moment ENGINEERING +DESIGN moment ENGINET:IUNG+ DESIGN 10530 Warwick Ave, Suite CS 0 Fairfax, VA 22030 0 Phone: 703998-23508 Web: wwwao•egllccom 10530 Warwick Ave, Suite CS • Fairfax, VA 22030 • Phone.. 703-998-2350• Web: wwwmseglc.com CROSSRAIL MOUNTING SVS EM EVALUATION APPENDIX:PAGESOF37 CROSSRAILMOUNTINGSMEM EVALUATION APPENDIX: PAGE 6 OF 37 CRI50220112W Feb 20, 2015 CR150220112w Feb 20, 2015 moment ENGINEERING+ DESIGN 10530 WarwlckAvgSuRe rS - Fairfax, VA 72090- Pbnne: 70 -9 -998 -?350 - Web: wwwmsegllrrnm CROSSRAIL MOUNTING SMEM EVALUATION CR150220112w rabla 5: Nlaainn- Sp.. 1 -yo lin.) -wird Eaporarr CCundhim CCorWkTGn Exposure 4male Wind ulun%re Wind Wind Rad Snow load IDs1I Roof Snow load IPd) Rod Snow load IPS) C C Speed.V WIIType WIIType Imohl 0 0 30 20 30 40 50 110 XfO 110 1180 128 118 108 99 87 7B X48 361 337 X48 94 a8 81 72 63 56 115- %60 -X48-- 178 I1& 10899 47_2_ 87 78 84 942 X48 -385 -371 -339 -301 92 as 81 72 63 56 120 =1211 _ _Ila 1D8__ 99_ 87 70 120 X48 309 ro, -372 -330 %48 .89 88 81 72 83 5S •639 S -543 .475 X80 123 117 107 99 87 78 439 -392 343 130 .._ x49 84 84 _ _ 60 72 63 56 501 7iW 397 ]]5- 106 99 1•18 -510 5110 ` _ 454 -402 362 140 _ X48 _117 79 79 71.1 _ 71 _87 63 _78 56 3 150 ss0 _ x80 109 114 104 97 _ 87 _ 78 419 " X80 -870 760E 75 75 75 69 6 56 X80 102 102 102 96 87 78 -527 380 30 53 74 88 160 - ...__._....-_.___-.. X48 70 70 _. __j6 70 .. 68 _ 62 56 170 X80 96 96 96 94 86 76 -544 170 X48 65 66 66 66 61 56 110 X80 -768 -768 -716 _ 659 _ -577 -520 X43 5 24 X48 323 323 110 476 115 115 -- 11)8 _ _ 99 87 79 -787 -724 634 -571 224 315 79 74 72 63 56 331 351 -523 459 412 17e 110 108 99 97 78 -843 -793 694 115 YAS 75 75 75 72 63 56 OF SOS -451 300 Xea 106 105 105 99 87 78 p P 0130 120 X43 72 72 72 72 63 56 130 %80 97 97 _ _97 97 87 78 _ _ -"1 - 461 0 F _-.__.. ... 7(46 ](415 X48 65 66 66 66 63 56 cc a x8D 140 X80 9D 90 90 90 87 78 150 X48 - -72.7 -7n US 61 61 61 61 61 56 69 -1139 -1139 -1139 X80 84 84 84 84 84 78 477 71139 -777 -777 ISO X48 57 57 57 57 57 56 -1232 •1212 -1212 160 X80 78 M 78 78 78 78 -627 -av 437 627 X44., 54 54 54 54 sr, 54 170 x230 M 74 74 74 74 14 -954 -954 -9S4 _M •798 237 x43 50 `.o 50 50 `:1 `.7 .--_ 640 376 6 76 47 67 %80 -999 -999 -999 _199 An -875 110 no 110X86 -.US - 93 _r. 93 93 93 87 78 5 %80 -1044 -1044 -1044. 1044 64 64 64 63 56 a _ X80_ 89 89 89 E9 87 78 4390 7S_ X80 -1135 _- 4135 X48 61 61 61 61 61 s6 243 X43 -775 -775 M ss 85 85 85 65_ 78 XSO •1724 -1726 120 - X48 s8 _ 58 58 _ s8 56 S6 -836 $36 _-1324 936 -135 336 $36 769 942 _ 35 s0 X80 •1314 -1314 •1314 -1314 x48 54 54 54 54 54 S4 140 X80 X48 73 50 73 50 73 s0 n 50 73 50 73 50 •1404 -1404 -1404 •1404 M X80 68 69 68 68 69 69 -950 -_1404 -958 -968 ]50 MA 46 _ 46 46 46 46 46 -1494 150 - X48 X80 Fri 64 64 6i1 �44 4W -1019 -IG" 160 160 -� _ 43 - -43 _ - _ ..43 _ 4i 4i __ Ci. 170 X80 - 60 ___60 -41 - -_ 60 -41 - 60 -41 60 60 443 524 )w 282 324 X48 41 41 41 moment ENGINEERING+ DESIGN 10530 WarwlckAvgSuRe rS - Fairfax, VA 72090- Pbnne: 70 -9 -998 -?350 - Web: wwwmsegllrrnm CROSSRAIL MOUNTING SMEM EVALUATION CR150220112w moment ENGINEERING+ DESIGN 10530 WarwlrkAve,Suf a CS - Fairfax, VA 22030 - Pbnne_ 703-990-2350 - Web: wwwxnseg8rrom APPENODL• PAGE 7 OF 37 CROSSRAIL MOUNTING SYSTEM EVALUATION Feb 20, 2015 CR150Z20112w Tab to 6: Maximum OPM lHLI-wind Ennmar CCorWkTGn Eupaaure 4male Wind fxposwre Wind Rad Snow load IDs1I Raaf Snow load (0)Wind Rod Snow load IPS) C C Sp zd- V Wil Type WIIType Imohl 0 10 20 30 40 50 110 XfO " _ 349 11 -378 -331 -298 942 X48 361 337 308 -273 -239 -215 115 X80 -539 495 353 316 365 328 47_2_ 616 742 84 942 X48 -385 -371 -339 -301 -263 -237 461 933 _8_ 6L2 X89 391 -542 -496 -157 400 -360 6M_ 942 120 X48 309 306 -372 -330 -289 -260 353 461 535 XBif -675 •639 386 -543 .475 428 374 484 130 X48 359 359 439 -392 343 -309 X48 ao 750 -737 679 -M 1557 501 7t8O 397 508 649 140 1•18 -510 5110 609 _ 454 -402 362 ISO X80 .817 -812 -776 -724 4" 380 150 X46 X80 X45 •555 -555 -555 315 465 419 " X80 -870 .870 -970 .916 -738 564 619 _ 680 X80 160 X48 -594 -594 -594 -579 -527 380 30 53 74 88 XSD -526 -926 -926 •909 -827 753 680 4 170 x48 _ 633 633 633 633 -588 -544 170 X48 309 355 467 580 644 591 110 X80 -768 -768 -716 _ 659 _ -577 -520 X43 5 24 X48 323 323 323 476 417 375 742 X90 >!z -W5 -787 -724 634 -571 224 315 449 536 115 X48 -551 331 351 -523 459 412 OF w K80 -843 _W -843 -793 694 625 p 431 120 X48 •577 -577 u'77 -573 SOS -451 300 X80 -917 -917 -917___-917 942 -820 -738 an P 0130 205 130 %48 627 627 627 627 •592 -533 Cr a 140 xBD •991 "1 -991 _ _ -"1 -957 461 34 48 F _-.__.. ... 7(46 ](415 677 677 377 {i77 677 62x 2 18 31 45 x8D -1D6s •SOES -1 1)83_ -1065 -1065 -992 81 $ 150 X48 - -72.7 -7n -727 -727 727 -717 686 X80 -1139 69 -1139 -1139 -1139 -1134 541 76 828 942 160 x48 477 71139 -777 -777 -777 -777 -777 170 X80 -1212 -127.7 -1212 -1232 •1212 -1212 333 397 531 665 800 X48 -W -927 -627 -av 437 627 271 363 454 546 646 170 X80 347 399 54 b51 778 5X14 X80 -959 -954 -954 -9S4 _M •798 237 272 110 --._.. X46 _ 652 - -1 552 _ __.- 652 ----. 352 .--_ 640 376 6 76 47 67 %80 -999 -999 -999 _199 An -875 110 no 115 _ X48 683 -03 _ 693 383 683 632 5 %80 -1044 -1044 -1044. 1044 -1044 -955 680 y 4 a 120 X48 -713 713 7i3 _ _ _ •71.3 •713 4390 7S_ X80 -1135 _- 4135 4135 -1136 -1115 vww. .. 3 X80 243 X43 -775 -775 -775 -775 -775 -775 5 21 37 54 XSO •1724 -1726 234 •1724 -1224 -1214 _ 680 _ _14 140 Xin -836 $36 _-1324 936 -135 336 $36 769 942 _ 35 s0 X80 •1314 -1314 •1314 -1314 -1314 -1314 407 y$ 2f 150 X48 -897 477 -897 -697 4W -897 448_ - X80 •1404 •1404 -1404 -1404 •1404 M 1&9 220 306 1 60 X48 -958 -958 -950 -_1404 -958 -968 •958 170 X80 '1494 -149+1 -1498-1494 82D -1494 -1494 150 - X48 178----220 X48 -1019 -1019 -}019 _ 1019 -1019 -IG" moment ENGINEERING+ DESIGN 10530 WarwlrkAve,Suf a CS - Fairfax, VA 22030 - Pbnne_ 703-990-2350 - Web: wwwxnseg8rrom APPENODL• PAGE 7 OF 37 CROSSRAIL MOUNTING SYSTEM EVALUATION Feb 20, 2015 CR150Z20112w moment ENGINEERING+ DESIGN 10530 Warwick Ave, Suite CS- Falrfhx� VA 22030- Phone: 703-996-2350- Web: wwwmsegDccom APPENDDL• PAGE 8 OF 37 Feb 20, 2015 Tabu 7: Maximum DowuOurm [16) - Wird Exposure C condition Eupaaure 4male Wind mate Rad Snow load IDs1I Raaf Snow load (0)Wind C Speed,V R211TW. Speed,V WIIType Imohl 0 10 20 30 40 50 110 XW 0 M _ _616 742 848 942 X48 X4S 269 353 461 536 612 680 115 7x0 9 36 365 47_2_ 616 742 84 942 X48 6 11570)0 -X48 .. 261 - -353 461 933 _8_ 6L2 so. _ 59 _ 78 _ X60 365 472 GIs 742 6M_ 942 W 6 27 44 56 120 X48 253 353 461 535 - 612 680 _ _99 12 X80 374 484 X48 750 30 44 56 64 71 140 130 X48 254 348 _627 _ 470 542- ___942_ 612 689 .. 7t8O 397 508 649 778 848 94I 64 71 140-%48--- X83 --270 352 486 555 612 660 150 X46 X80 418 519 674 796 857 942 " X80 150 X48 286 355 483 556 619 _ 680 X80 434 517 692 614 881_ 9942 X80 p 30 53 74 88 160 X48 297 354 473 578 632 680 4 'M 453 520 684 832 905 957 170 X48 309 355 467 580 644 591 36 _ 59 711 89 99 X43 5 24 43 56 64 110 X80 3_29 463 616 742 Ms 942 X43 224 315 449 536 612 610 115 XBO 314_ 442 616 742 848 942 p X43 215 302 431 535 612 680 0 n 30 54 76 X80 300 422 603 742 848 942 $ X48 4 120 X48 205 389 412 536 612 680 X80 6 28 49 71 89 294 403 S69 735 848 942 0 19 34 48 130 _-.__.. ... 7(46 201 ...... 277 5 369 502 612 660 0 W 2 18 31 45 XW 306 398 552 705 848 947 81 99 140 - x48 209 -272 377 482 600 686 29 42 $ 69 170 X&O 3211 397_ 541 76 828 942 g 150 _ X48 _ 219 271 369 __684 467 SGS 680' 160 X80 333 397 531 665 800 942 X48 227 271 363 454 546 646 170 X80 347 399 54 b51 778 5X14 X48 237 272 358 445 531 617 120 XBO 6 76 47 67 88 99 X46 110 no 2,F)6 374 934 699 848 942 130 XBO 5 24 43 61 1,82 256 365 478 612 680 X48 4 254 358 510 668 848 943 _5 _ 22 _ 40_ 57 _ 7S_ 92 115)w _ x18 173 _ 244 _ _ 3Cy 456._ vww. .. 3 X80 243 342 489 640 835 942 X80 5 21 37 54 120 x48 166 234 334 437 _ 570 _ 680 _ _14 N 46 _ 59 X80 239 461_ 596 769 942 _ 35 s0 S al _ 130 X48 16.3 _326 223 315 407 525 648 45 Ss 140 _X80 _ _248_ _ 323 448_ - -_ 573 _713 980 76 M 1&9 220 306 391 467 601. 3 X80 260____323_ 439 5% 672 82D 150 - X48 178----220 300 379 _ 459 _ so ' 160 _ X811 -X48 ni 327 ...220 431 541 _ 650 _ _ 768 195 294 369 443 524 )w 282 324 427 529 170 X:E 193 221 291 361 _63.2 431 _734 5D1 moment ENGINEERING+ DESIGN 10530 Warwick Ave, Suite CS- Falrfhx� VA 22030- Phone: 703-996-2350- Web: wwwmsegDccom APPENDDL• PAGE 8 OF 37 Feb 20, 2015 moment ENGINEERING+ DESIGN 10530 War JckAve, Suite CS - Falrlax VA 22030- Phone: 703-990-2350 - Web: wwwmsgIIc com Tablo s: Ms mum Shaer (lb.) - Wi d Expos -C Condltlon up— mate Raaf Snow load (0)Wind C Speed,V WIIType Imohl 0 10 20 30 40 50 111) XW 0 36 59 76 89 99 X48 6 27 44 56 64 71 115 7x0 9 36 59 78 89 99 X48 6 27 44 56 64 71 120 X80 9 _ 36 _ 59 _ 78 _ 89 99 W 6 27 44 56 64 71 130 _ X80 _ 8: _ 36_ s9_ 7_8 89 _ _ _99 12 X48 6 26 44 56 64 71 140 xeR 8 - 35_ --_58 - 78 _ .. 89 X48 5 24 43 _% 64 71 X83 7 34 57 77 89 150 X46 5 23 _ 41 5S 64 71 160 X80 7 31 _56 _ _ 7&_ _ _ 89 _ 99 X48 5 21 33 54 64 71 170 X80 6 30 53 74 88 99 X48 4 20 36 52 63 71 110 X50 8 36 _ 59 711 89 99 X43 5 24 43 56 64 71 115 XFQ 7 _ 34 59_ -78 89 99 �r•:8 5 23 41 56 64 71 120 x90 7 32 58 78 89 99 p X48 5 22 39 56 64 73 %6O 7 30 54 76 89 99 N O 130 X48 4 20 _ 96 52 64 71 140 X80 6 28 49 71 89 99 M 4 19 34 48 63 71 X80 6 26 46 66 86 99 150 X48 4 18 31 45 59 71 160 X80 5 24 43 62 81 99 X48 4 16 29 42 55 69 170 - XBO 5 23 40 s8 76 93 X48 3 16 28 40 5. e4 110 X80 6 29 _ 51 701 X48 4 35 50 64 71 115 - XSO 6 .4._ 27 --15-- - 49 - --- 89 - 1[48 33 48 63 71 120 XBO 6 76 47 67 88 99 X46 d 18 32 46 60 71 130 XBO 5 24 43 61 81 99 X48 4 17 29 42 55 68 140 X80 _5 _ 22 _ 40_ 57 _ 7S_ 92 X48 3 15 27 39 51 63 X80 5 21 37 54 70 84 Ts 8 150 W _ 3 _ _ _14 25 37 46 _ 59 160 X811 _4 _--- 20 _ 35 s0 115 ____ al _ X48 3 33 24 34 45 Ss X80 4 18 33 47 62 76 170 X48 3 13 27 32 42 .52 moment ENGINEERING+ DESIGN 10530 War JckAve, Suite CS - Falrlax VA 22030- Phone: 703-990-2350 - Web: wwwmsgIIc com CROSSRAIL MOUNTING SYSTEM EVALUATION APPENDDO PAGE 17 OF 37 CROSSRAIL MOUNTING SYSTEM EVALUATION APPENODL PAGE 10 OF 37 CR150220112w Feb 20, 2015 CR150220112W Feb 20, 2015 moment ENGINEERING + DESIGN 10530 W W W kkMe, Safle CS - Fairfax, VA 22030- Phone: 703-996-2350 - Web: www.msegik.com CROSSRAIL MOUNTING SYSTEM EVALUATION CR15022OI12w Table 17; 6A.%ie4fnn &posure C h ]n -Wlqd Fal um C Condition Rall Type Snow load IPd) Exposure C Wixmate Wind Speed, V RaIlType Raaf Snow load (pd) R all Type 10 20 Rod Snow lead (Psf) 40 50 0 10 20 30 40 50 532 424 569 466 110 X80127 k48. 95 118 ii- 97 _7i 81 -6s 71 58 64 52 115 X80 X48 124 83 117 88 97 76 81 66 71 SA 64 52 142 - 412 170 Xao X48 122 91 116 87 97 75 81 66 71 58 64 52 -331 3a9 -270 -231 130 XRD X48 118 86 113 85 % 74 $1 65 71 58 64 52 -273 S 140 x80 X44 114 8z 111 82 93 n 81 64 71 58 64 52 -295 150 X80 %48 111 73 108 78 91 70 80 62 71 57 64 52 -342 160 __X80 .. X48 105 73 105 73 89 69 79 61 71 56 fi4 52 -386 -366 170 xw X48 99 68 99 68 57 66 78 60 70 55 64 51. -"2 -568 475 105 -355 -320 110 130 X43 -033 425 -369 110 X80 .I a 116_ BO _ 116 80 97 n 81 66 71 58 _ 64 52 OF N -415 115 x80 X48 111 77 111 77 97 76 81 _ 66 '71 58 64 52 481 12a Xao 106 106 97 81 71 __ X48 73 73 73 66 58 64 _ 52 130 - )w 98 _ _ _ 98 95 $1 _ 71 X46 68 68 68 63 _ 64 140 )w91 - B. KA ... 63 91 ___0 . 91 _ _ . _63 a1 63 71 58 - 64 _.. 52 _ - ¢ _ 461 317 602 414 150 x80 7x48 85 58 85 58 85 58 8a 58 71 57 64 52 160 xw 160 __ �___. x48 __ o 6s __�.__, 55 _ � Ss 79 _ 55 __ .71__ 55 __ 66 52 170 X80 X48 75 51 75 51 75 51 75 51 70 51 64 51 334 403 170 X80 873 873 -771 685 623 363 71 126 181 110 - X811 - X48 95 66 95 66 95 66 81 66 71 Be 64 52 115 %80 x4s 9191 _0 _ 63 91 e3 at — 63 _71 ss 64 5z 120 %80 XA8 8787 _ 60 ._.. 60 . 87 -60 81 _ ..� 71 .. _58 . 64 52. 313 ___._.—__.. 149 dao X48 130 %80 X48 81 55 81 55 - _ 55 81 55 71 55 64 _ 52 140 X80 x48 75 _ S1 _ 75 51 75 51 75 SI 71 51 64 51 144 t: 150 x806 x4a 70 43 70 48 70 4a 70 42 70 48 64 4a 461 } -363 O 160 X80 X48 65 45 65_ _ 45 65 45 w 45 65 45 64 45 770 XBO YAS 62 42 62 42 62 42 62 62 62 42 62 47 -504 142 moment ENGINEERING + DESIGN 10530 W W W kkMe, Safle CS - Fairfax, VA 22030- Phone: 703-996-2350 - Web: www.msegik.com CROSSRAIL MOUNTING SYSTEM EVALUATION CR15022OI12w moment ENGINEERING + DESIGN 10530 Warwick Ave, Suite C5 - Fairfax, VA 22030- Phone: 703-998-2350- Web: Www.mseglkxom APPEND13C PAGE 19 0E 37 CROSSRAIL MOUNTING SYSTEM EVALUATION Feb 20,2015 CR15022OI12w Tabk 111: Maximum Uplift (Ib. -Wind Exposurr C Gandhian CCendNbn &posure C ExposureU ti-tc nr,uxe lyl� Speed,V Rall Type Snow load IPd) Roof Snow load (psi) Wind R all Type 10 20 Rod Snow lead (Psf) 40 50 30 C Speed, %6U X48 379 284 455 349 532 424 569 466 626 512 695 569 257 719 305 250 F -M0 - %B(1 %J8 401_ _ 300 10 20 30 40 SO 120 %BO X48 110 X"° 142 - 412 -338 -282 __-247 -222 _ 267. 219 a' 9 130X48 X43 -331 3a9 -270 -231 -202 -182 140 x60 -479 ASI 374 312 -273 -246 3? _ 23 It _ _214 165 g 115 X48 -359 -330 -295 ,255 -224 -7131 31 22 - %80 -516 489 -408 -342 -299 -269 _751 •-- 593 775 630 XBO X48 ro, 120 X48 -386 -366 -319 -280 -245 -220 128 88 _ 200 _ 152 256_ 197 XBO -"2 -568 475 105 -355 -320 110 130 X43 -033 425 -369 -326 -291 -262 x80 x48 X80 672 663 347 -476 -415 375 334 178 120 x80 X48 357 253 140 X48 -481 481 422 -375 -340 -307 ISO X80 -753 -734 618 •544 491 +45 X80 x48 - _ 461 317 602 414 660 511 X48 -S17 -527 375 -024 -396 354 160 xw 817 616 693 813 -550 195 339 278 160 X80 X48 453 311 475 325 X48 364 -564 329 -075 334 403 170 X80 873 873 -771 685 623 363 71 126 181 736 z76 X48 602 602 -585 -528 385 3.51 -- �0 x4a M 196 375 258 $22 360 569 461 626 512 695 569 X80 294 110 %80 - .._- _ -734 __..... -734 615 .......... 313 ___._.—__.. 149 dao X48 202 258 X48 -506 -506 d91 -020 -368 -331 XBO X48 302 209 771 471 475 _w 493 144 t: 130 N 319 719 115X80 X48 -533 -533 -532 461 -404 -363 O 336 231 120 x80 B -8w -736 615 339 _496 A 354 243 384 253 1x46 -558 -558 -558 -504 142 -398 130xw X48 _w88l 607 607 852 607 -727 584 636 321 373 -469 to 39_2 269 0X80 _494_ 338 589 404 _ 685_ -469 954 -954 -%4 -849 -743 669 tr 12 140 X46 f37 -657 657 357 607 346_ x )wX49 -1027 -1027 -1x27 ala -ash -n 1 8 ss0 -706 -706 a05 -706 hes 631 XBO -1D99 --1099 -1090 480 160 _ X4a -755 -755 _-1099 -755 -755 -9978 -755 -716 xw -1171 -1111 -1171 -1171 -1101 -996 170 x48 4103 ,Bbl' -803 -803 -803 -797 110 )M0 -909 .909 'W9 -772 -676 -609 X48 -6626 626 326 326 -553 4% 115 %BO -953 -953 -953 -845 440 366 X48 656 -656 _656- {66 -G& 345 120 7150 997 997 -997 _ -M_ .- 808 _ -728 X48 686 686 605 686 662 -5% >° )w-1065 -1085 •1065 -453 _M 130 X44 _ -745 -745 =1085 -745 -745 -745 -703 %BO -1173 -1173 -1173 -1173 -1110 4000 c 140 x48 805 80S _W5 4ZS 005 •805 x80 -1261 -1161 -1251 •1-161 -1261 -1151 8 150 x4a -364 854 864 864 4864 $64 160 %8a •1348 -1318 - -1348 -1348 -1348 -1312 X45 723 -923 -923 fi23 _9B -923 170 xw -1435 -1435 -1435 -1435 -1435 -1435 YAS -982 -982 -482 932 -962 -M moment ENGINEERING + DESIGN 10530 Warwick Ave, Suite C5 - Fairfax, VA 22030- Phone: 703-998-2350- Web: Www.mseglkxom APPEND13C PAGE 19 0E 37 CROSSRAIL MOUNTING SYSTEM EVALUATION Feb 20,2015 CR15022OI12w moment ENGINEERING + DESIGN 10530 WarwickAve, Suite CS- Falrfm VA22030- Phone: 703-996-2350- Web: www.msegRcrom APPENDDL•PAGE20OF37 Feb 20, 2015 Table 19: Maximum Dowrxfam (Ib. - VArd 6xPosam a C4 ndidon CCendNbn &posure C WindRaaf nd Speed, V Rall Type nr,uxe lyl� Speed,V Rall Type Snow load IPd) Roof Snow load (psi) 0 10 20 30 40 50 30 40 110 %6U X48 379 284 455 349 532 424 569 466 626 512 695 569 257 719 305 250 115 - %B(1 %J8 401_ _ 300 481 360 _ _549 _ 432 _ 583 477 626e95 512 559 120 %BO X48 462 316 4% 371 _ 564 440 597 489 632 518 6% 569 SA_9 _ 112 r° _ 267. 219 a' 9 130X48 .)w 467_ 342 _ 578 a% 589 457 627 504 659 $39 645 569 140 7(80 X45 $14 368 552_ ;15 _ 515 _ 475 660 520 658 562 718 588 3? _ 23 It _ _214 165 g ]50 XHD_ x4s _ 563 _ 394 594 427 642 493 689 536 718 577 745 620 31 22 - _li9 100 160 _ 1f8I1 X48 598 413 _ -626 433 _ 670 _ 511 7L5 _ 553 _751 •-- 593 775 630 XBO X48 30 30 _ 21 170 XBO X48 629 434 639 441 701) 531 742 572 783 610 8W 646 128 88 _ 200 _ 152 256_ 197 _304 23fi _339_ 271 110 %80 xA8 346 239 456 314 532 424 569 466 626 512 695 569 115 x80 x48 357 247 455 315 549 _ 432 583_ 477 ISM _ 512 695 569 N O 334 178 120 x80 X48 357 253 495 314 564 4213 597 489 632 $Is 695 569 130 - - X" _ 3R8 267 457 315 589 426 627 SO4 659 539 695 569 to 306 750 140 X80 x48 - 41i9 787 - 461 317 602 414 660 511 688 562 718 58° C _ 339 278 150 _x80 _ X48 431 _ 296 457 321 _598 411 689_ 502 _ 718 _ 577 _745 610 265 193 305 245 339 278 160 X80 X48 453 311 475 325 598 411 715_ 495 751 580 775 630 130 x80 7x49 477 378 485 333 601 412 717 4n _783 572 807 S45 me 16 71 126 181 736 z76 170 x80 7(48 21 is 97 66 172 118 248 IV 110 -- �0 x4a M 196 375 258 $22 360 569 461 626 512 695 569 X80 294 375 516 583 626 695 115 -- X80 X48 26 38 X48 202 258 355 452 512 569 in 120 XBO X48 302 209 374 257 509 350 597 443 632 518 695 569 t: 130 x80 x48 319 719 376 254 SOD 344 625 429 659 515 MS 569 140 X80 XA8 336 231 379 260 495 340 611 An 680 495 718 578 339 273 150 70x7 X46 354 243 384 253 492 337 600 412 708 435 _745 560 160 7(80 X48 373 255 390 263 492 337 533 406 6% 476 775 545 x80 X48 19 13 170 X80 X48 39_2 269 399 773 _494_ 338 589 404 _ 685_ -469 7_80_ 534 eD 54 142 __ 97 moment ENGINEERING + DESIGN 10530 WarwickAve, Suite CS- Falrfm VA22030- Phone: 703-996-2350- Web: www.msegRcrom APPENDDL•PAGE20OF37 Feb 20, 2015 moment ENGINEERING + DESIGN 10530 WWwkkAvc, Suite C5 - Fairfax, VA 22030- Phone: 703-998-2350 - Web: www.mseglk-com Table 20: A4e3dmonr 51*4r W) - Wind Expmuo CCendNbn Exposure C nr,uxe lyl� Speed,V Rall Type Roof Snow load (psi) Impti 0 10 20 30 40 50 110 X80 _ X48 _ 36 27 _ 152 114 223 178 257 719 305 250 339 278 115 -_ X80 35 _ 26 151 . _. 113 _223 175 267 __._ w 30 5 _. 250 339 _ ... ,... 278 120 X48 35 26 SA_9 _ 112 722 173 _ 267. 219 _305_ 250 339_ 278 4 130 XBO x4824 _ 33 _ _ 146 _ 109 _218 _ 169 767_ 215 305_ 750 33_9 _ 278 140 x60_ X48 3? _ 23 _143 106 _ _214 165 267 2717 305 249 339 278 150 X80 X46 31 22 - _li9 100 _ M9 161 265 206 306 245 339 278 160 XBO X48 30 30 _ 21 _ 115 _ 94 205 156 261 202 306 241 339 276 170 XBO XA8 25 19 128 88 _ 200 _ 152 256_ 197 _304 23fi _339_ 271 110 1180 X48 _ 33 23 149 103 223 178 267 219 305 250 334 178 115 %130 X49 31 22 M3 99 an 175 267 119 305 250 339 278 n O0 jr A O 0 n ]�0 X80 %48 30 21 137 95 222 168 267 219 306 750 339 278 XBO n 526 216 267 305 130 X48 19 87 155 215 250 339 278 140 X80 X48 26 18 117 81 709 144 257 207 305 249 339 278 O0 150 X80 X48 24 17 110 75 195 134 265 193 305 245 339 278 X911 23 IS 183 251 305 339 me 16 71 126 181 736 z76 170 x80 7(48 21 is 97 66 172 118 248 IV 30d 222 339 271 110 �0 27 - 123 219 267_ 305 KAN 19 85 151 217 250 339 278 115 -- X80 X48 26 38 _118 al 209 144 267 207 305 250 339 278 in x60 X48 25 17 _ 113 77 2D1 138 267 196 305 250 339 278 130 x80 X48 23 16 104 71 185 127 266 183 305 239 339 278 140 7811 X48 21 is 97 66 _ 172 118 247 170 305 211 339 273 150 �0 X4a 14 9tl 62 160 _ 110 _731 _ 159 301 206 339 255 160 x80 X48 19 13 84 58 150 10.3 216 148 _282 193 339 _ p 9 17a —YM X48 _ 17_ _ 12 eD 54 142 __ 97 204 139 _ XG I82 32B _ 22A moment ENGINEERING + DESIGN 10530 WWwkkAvc, Suite C5 - Fairfax, VA 22030- Phone: 703-998-2350 - Web: www.mseglk-com CROSSRAIL MOUNTING SYSTEM EVALUATION CR150220112w APPENDIX: PAGE 29 OF 37 Feb 20, 2015 Moment ENGINEERING + DESIGN 10530 Warwkk Ave, Suile CS - Falrfmr, VA 22030- Phone: 703-9962350 - Web: wwwmsegllccom CROSSRAIL MOUNTING SYSTEM EVALUATION CR150220112w CROSSRAIL MOUNTING SYSTEM EVALUATION CR350220112w APPENDDC PAGE 30 OF 37 Feb 20, 2015 Tab(429: Maximum Span Length •WL/ Expostift CCmWkhFh Exposure Emp— Uromare Wind Fxposure C tndmate Wind Speed,V Roof snow load (psi) Roof snow Ioatl IP¢I C C Speed,V 51—d, V Rall Type 0 10 20 30 40 50 1-1,1 0 0 10. 20 30 40 50 331 274 110 I= X50 115 308 90 T7 67 60 420 359 110 110 X48 _ 86 84 _ 71 63 57 52 X90 -482 454 X80 113 106 89 77 67 60 170 129 257 201 115 ml4 85 82 70 62 57 17 F 378 303.. x80 X80 111 104 AS 77 67 5:3 12 120 120 X48 83 80 69 62 56 130 X80 -593 -559 x80 107 101 95 75 67 60 X80 130 130 X48 80 77 67 60 55 51 X80 670 -632 X80 103. 97 E3 74 67 60 _ 110 140 X48 77 73 65 58 54 50 X80 08 150 150 x80 lOD 94 81 72 66_ W 120 150 x48 xa 72 70 63 57 53 49 x80 432 160 x80 97 -_ 91 _ 79 71 65 60 X48 X48 68 67 61 55 51 48 X0 4W 170 %80 92 88 77 69 64 59 313 246 372 296 X48 X48 6S 65 S9 54 50 47 418 334 110 R80 -530 115 IG9 353 77 67 60 359 282 110 110x80 . X48 I1-.- 84 _ . 71.— _ _..63 ._ 57 52 X80 -569 -536 %80 113 111% 89 77 67 60 331 270 i15 115 X48 15 82 70 62 $7 $2 X80 £12 120 x80 131 UM 88 77 67 60 X80 YAR 120 x48 X48 83 80 69 62 56 52 C •7W {661 X30 107 101 85 75 67 60 130 130 -515 - 79 77 67 60 55 5I AX48 - --557 -743 X80103 -564 97 83 74 67 ` _ 140 140 ---_.... ._ Xd8 _._ ._— 73 73 -.. SS -- $8 - 54 -. 50 x90 - -as -828 X80 98 94 U 72 W 60 150 _ }148 68 68 -B3 _ 57 _ 53 49 - - -930 -442 -915 -7-% 92 91 79 71 65 6D__ 160 160 X48 _ 64 E4 _- ,•. 61 _ 55 _ 51 48 1 X30 -992 •W2 %86 87 87 77 69 64 59 170 170 1'48 150 6O S9 54 SO 47 110 ]26 %80 115 108 90 77 67 60 110 110 M 86 84 71 63 _ 57 52 )w -569 •536 X80 113 106 89 77 67 60 115 115 X48 85 82 70 62 57 52 e X80 X80 111 104 98 77 67 60 120 120 X48 83 80 69 62 56 52 )w .7pc -661 )w 494 101 5[L 75 61 60 1.30 130 -_167 ff+lb 75 77 _ _85 67 60 55 51 X80 _ -7W -743 ]30 103 97 83 74 67 60 140 140 - K48 ._ 7 73 _ _ 6`i S8 rd 50 X80 -866 -M -714 98 94 81 72 66 60 xx80 IS 1i0 X48 68 68 63 57 53 49 x80 •930 _ •915 x80 92 91 19 71 65 60 160 160 X48 64 64 61 55 51 _ 48 71A0 A92 -992 %8Q 87 87 77 fig 64 59 170 x48 60 So 59 54 50 47 Moment ENGINEERING + DESIGN 10530 Warwkk Ave, Suile CS - Falrfmr, VA 22030- Phone: 703-9962350 - Web: wwwmsegllccom CROSSRAIL MOUNTING SYSTEM EVALUATION CR150220112w CROSSRAIL MOUNTING SYSTEM EVALUATION CR350220112w APPENDDC PAGE 30 OF 37 Feb 20, 2015 moment ENGINEERING +DESIGN 10530 WarwkkAve, Suite C5 - Fofrfmr, VA 22030- Phone: 703-9962350- Web: wwwmseglkcom APPENDOL--PAGE 31 OF 37 CROSSRAIL MOUNFING SYSTEM EVALUATION Feb 20, 2015 CR150220112w Table AM Ift um U RFt I" - W ild Ex Psuro C Condition ExpomauCCoamilklon F posure Exposure 0 Wind Fxposure C tndmate Wind Speed,V Roof snow load (psi) C C Speed,V Rall Type 0 10 20 30 40 50 0 16 20 30 4G 50 260 215 331 274 110 I= AMR -17.0 -349 _ •29g -261 •235 379 321 420 359 110 X48 -335 -326 -278 -246 773 -Wo LIS X90 -482 454 378 328 •287 -258 826 649 40 30 170 129 257 201 x68 -361 350 3W .267 •743 720 _2W314 194. F 378 303.. x80 -518 -489 409 359 -314 -283 X37 X48 12 120 948 -388 -375 -323 7;9 -263 ,241 130 X80 -593 -559 474 118 -372 335 684 701 170 X80 130 X48 -444 425 -371 -333 -305 -293 140 X80 670 -632 34D -490 436 392 728 P 72 110 X48 499 476 420 480 -349 -325 115 X80 08 150 x80-750 767 7b5 4= 343 494 453 120 150 x48 342 S27 459 425 394 368 160 x80 432 -779 577 4X6 -556 -51S _795 _420 355 X48 385 379 -519 475 .540 412. 170 X0 4W -MI •747 -674 -6613 -575 831 _ 856 244 186 313 246 372 296 X48 •627 327 -568 -522 4S6 -457 366 269 418 334 110 R80 -530 7497 412 353 -309 -278 300 233 359 282 110 %48 397 -385 329 191 -2&3 -237 _ 43 _ 32 X80 -569 -536 447 3S7 445 -30.5 518 539 - 331 270 i15 M 426 113 -354 -315 _339 -287 460 120 X80 £12 -577_ AM 42_4 -371 -334 530 F 130 X80 YAR 120 x48 459 443 -382 -341 •311 -285 130 x80 •7W {661 -559 494 140 -396 Sc 568 3 130 X48 -515 -502 438 -394 -360 -334 140 X80-788 - --557 -743 635 -564 412 - 461 - 561 592 ` _ 140 w 690 357 493 446 410 48.2 x90 - -as -828 -714 -637 -581 532 583 613 3 948 -6w 300 351 -501 463 432 160X80 - - -930 -442 -915 -7-% •714 -653 306 606 634 a: 160 %48 798 _ 642 {Gm -558 317 -484 170 X30 -992 •W2 -878 •791 .725 -675 629 657 170 %4A 344 -594 -869 -534 571 •536 110 ]26 -530 197 -412 -353 -309 -278 110 X48 397 -385 -329 -291 -263 -237 )w -569 •536 447 -387 -339 305 518 539 115 X48 426 413 -354 -315_ 787 -260 e X80 612 -577 484 424 -371 -334 ek 120 - -._ - X48 459 .-..._ 443 --.. -382 _ ..-_. -361 ._ ._ -311 -285 130 )w .7pc -661 -559 494 440 5[L 540 568 1.30 x48-515 630 -502 43A -394 -360 334 140 X80 _ -7W -743 35 3_ 364 _ -512 161 %1 592 s 140 X48 557 •SS7 •493 44 6 410 382 150 X80 -866 -M -714 S37-581 519 432 503 613 W -6W -6W 351 -501 463 432 160 x80 •930 _ •915 -796 -714__ 4E53 -606 606 _782 634 160 X48 -642 4542 -610 SSA -517 484 170 71A0 A92 -992 $78 -791 -726 •675 629 657 M S84 -694 -s63 114 -571 -536 moment ENGINEERING +DESIGN 10530 WarwkkAve, Suite C5 - Fofrfmr, VA 22030- Phone: 703-9962350- Web: wwwmseglkcom APPENDOL--PAGE 31 OF 37 CROSSRAIL MOUNFING SYSTEM EVALUATION Feb 20, 2015 CR150220112w moment ENGINEERING + DESIGN 10530 Watwkk Ave, Suite CS - Fairfar, VA 22030- Phone: 703-9962350 - Web: www.mseil APPENDDG PAGE 32 OF 37 Feb 20, 2015 Table 31: Masknum Dvwrrlorm 16. - Wind bT5wun C Conihiap ExpomauCCoamilklon F posure aurc Wind Fxposure C tndmate Wind Speed,V Roof Snow load (Psf) C Speed, V Rall Type 0 10 20 30 40 50 0 10 20 30 40 50 260 215 331 274 379 323 X80 503 521 559 586 608 637 379 321 420 359 110 X48 377 404 445 484 _ 518 539 331_ 267 -379 - 317 115 x80 534 541 S!6 607 826 649 40 30 170 129 257 201 X46 400 417 457 495 530 553 _2W314 194. _ _253 378 303.. X80 555 561 593 628 645 665 X37 X48 37 27 120 X48 423 430 469 505 540 568 153 IIA - 237 ]E2. _ 306 — 239 10➢D 630 601 630 662 684 701 170 X80 130 _ X48 472 457 493 528 561 592 S X48 xeD .109 658 668 697 728 741 110 %80 x48 _698 5 14 — -----.. 496 5..i4 i4 _ _ 552 _ 581 _ 613 115 X80 08 47 31 %9E3 767 331 M 706 737 M 120 150 X48 554 _771 S90 545 576 .760 _ 60 _ 634 160 X8D_ _ 840 795 746_ 769 _795 _420 355 X48 590 584 571 601 629 657 420 349 170 X80 _ 898 _ 851 -- - 787 808 831 _ 856 244 186 313 246 372 296 X48 627 627 SQ3 627 654 680 366 269 418 334 e: 170 %Sfl X48 32 22 147 101 231 ]i6 300 233 359 282 110 Xse 503 521 559 586 6% 632 _ 43 _ 32 183 141 269 215 X48 377 404 445 484 518 539 266 in 331 270 115 X8p 53d 541 $76 _ 607 _ 626 649 7480 X48 41 31 Im 135 X48 400 47.7 457 495 530 553 130 X80 YAR 120 M5175 257 201 561 593 628 615 666 140 X80 X43 X48 423 430 469 SOS Sc 568 3 130 X80 630 601 630 662 684 701 X48 464 457 493 528 561 592 ` 170 140 X80 690 658 658 697 728 741 X48 494 494 519 552 583 613 3 X80 754 721 706_ 732 760 782 8 150 X48 522 522 545 576 606 634 a: 160 X80 _ 798 _ _785 746 769 795 822 X48 .551 5S1 571 601 629 657 170 X80 844 844 _ 787 840 _ 831 9S6 X49 532 582 549 537 654 630 110 X80 503 521 559 596 608 632 X4B 377 404 445 484 518 539 115 ._ X80 534 541 576 607 626 649 X48 400 417 457 495 530 553 ek XW 565 551 593 628 545 666 i5 170 MR 423 430 469 5[L 540 568 1.30 X80 630 601 630 662 684 701 X48 464 457 493 528 %1 592 s 140 x80 698 658 668 647 728 ?Al X48 494 434 519 552 503 613 xW 754 721 706 732 760 150 X46 522 522 545 576 606 _782 634 160 xeD 7% 785 746 M&9 795 822 X48 551 551 571 W1 629 657 7030 844 787 808 831 856 170 X48 582 _844 _ 582 599 627 654 680 moment ENGINEERING + DESIGN 10530 Watwkk Ave, Suite CS - Fairfar, VA 22030- Phone: 703-9962350 - Web: www.mseil APPENDDG PAGE 32 OF 37 Feb 20, 2015 moment ENGINEERING + DESIGN 10530 Wa wkkAve, Suite CS - Fairfax, VA22030- Phone: 703-999-2350 - Web: vm w.mseglkmm Table 32 h6mdmsrm Shur Ib. - WhW ExpomauCCoamilklon Fxposure C tndmate Wind Speed,V Rall Type Roof Snow toad(pd) 0 10 20 30 40 50 110 7� X48 43 32 183 141 260 215 331 274 379 323 420 359 115 xty) X48 42 31 179 138 266 211 331 270 379 321 420 359 _ 120 X80 X48 41 31 176 135 263 208 331_ 267 -379 - 317 420 359 130 X80 X48 40 30 170 129 257 201 326 _ 26D 379 310 - 420 355 140 x80 %48 38 78 164 VA _2W314 194. _ _253 378 303.. 420 348 . c 150 X37 X48 37 27 159 119 244 188 313 246 372 296 470 341 160 X80 X48 36 25 153 IIA - 237 ]E2. _ 306 — 239 _ 366 _ 784 418 _ _334 . a 170 X80 34 148 231 300 359 412 X48 24 .109 176 233 782 327 110 %80 x48 43 32 U0 141 269 275 331 274 379_ 323 420_ 359 115 X80 08 47 31 179 7.38 266 211 331 M 379 321 427 359 120 1[9[1 X48 41 31 176 135 263 208 331 267 379 _ 317 _ 420 359 130 X80 X48 40 29 170 129 257 201 326 260 379 _ 310 _420 355 140 x80 X49 38 27 164 In 250 194 319 753 378 303 420 349 �+ 150 )(90 X48 37 25 159 115 244 186 313 246 372 296 420 341 160 x80 X" 34 7A 153 208 237 182 306 239 366 269 418 334 e: 170 %Sfl X48 32 22 147 101 231 ]i6 300 233 359 282 417 317 110 X80 X48 _ 43 _ 32 183 141 269 215 331 274 379 323 420 359 115 MCI X48 _42 31 _179 139 266 in 331 270 379 321 420 359 120 7480 X48 41 31 Im 135 263 208 331 257 379 317 420 359 ZI 130 X80 YAR 40 29 170 129 257 201 326 260 379 310 420 355 140 X80 X43 38 27 164 in 250_ 1134 _379 _ is3 378_ 30 _ 420 343 3 150 1�0 X48 37 25 159 115 244 186 313 246 � 372 '296 420 341 160 )80 X4A 34 24 153 109 237 ]82 306 239 366 789 418 334 170 -_ X48 32 22 _ 147 _ 101 _23_1 176 _ _300_359 233 282 412 327 moment ENGINEERING + DESIGN 10530 Wa wkkAve, Suite CS - Fairfax, VA22030- Phone: 703-999-2350 - Web: vm w.mseglkmm CROSSRAIL MOUNTING SYSTEM EVALUATION APPENDDG PAGE 37 OF 37 C11150220I619112 Feb 20 2015 TKISOIarCA 13:112 Tabl• 37: CrouRall S•Rbn Propardn X48 )!Bo Juno) Crass 5ecdonal Area 01 0.7130 0.7770 (InA2) Mmlentsof inwrla: V3sum_. =110-170 mph pt 0-50 psf prindp•1(1■) 02518 0.8000 (InM) s—clary 00 02308 0.1970 [In -4) sectrm Medium: Cl: 1.0 S,52.000, Prindpal(Sit) 0.2457 05290 (rnA3) 5ecordaly n) 0.29M 02514 (103) Material: ALEN AW 6063766 IP 1.0 AL 6005A -T61 ap: 1.0 AL 6005 T5 Al, 6061-T6 Note: Material selection Is room dependent. Analysts based on w tK . moment ENGINEERING + DESIGN 10530 WarwickAw, 5ufte CS - Fairfat, VA 22030- Phone: 703-998-2350 -Web: wwwmse60c com TILT UP KPT MOUNTING SYSTEM EVALUATION Ian. 7, 2015 *PAGE 2 OF 3 'iii:I<� 13)11": L ;U, provisions of ASCE 7-10, Chapter 13. Seismic effects did not appear to govern the capacity of this system. Note that configurations not conforming to these parameters will require additional analysis. Loading Parameters: General Wind 511M Seismic risk category:11 V3sum_. =110-170 mph pt 0-50 psf Site class D Roafineanheigbt530ft Expovue: B,C C:10 Design kategmyAE Roof slope: 0-7-,7-27-,2745- Pressure2mes: 1 and 2 Cl: 1.0 S,52.000, Panel slope: 7 to 15' (from roof) C. Varies S,!51.250 Panel orientation: Portrait 1:1.0 IP 1.0 ap: 1.0 Pv:1.5 Design Results The allowable span lengths of the system are principally controlled by applicable wind (speed, exposure, pressure zone) and snow loads to the structure. Refer to the Tilt Up Kit span tables in the appendix to this document for recommended rail configurations based on combinations of these loading parameters. Note that reaction loads provided in the attached tables are only applicable when used with the span length recommendations provided herein. Reaction loads shown are based on worst case of front and rear mounting brackets. These reactions may be staled linearly where shorter spans are used. installation & Configuration Notes The following guidelines apply to all installations using the Tilt Up Kit product lime: • Refer to Tilt Up Kit allowable geometry and installation guidelines by Everest Solar Systems. • All fasteners and connective hardware shall be installed per manufacturer specifications. • This analysis is limited to installations south of any roof ridge, if present On pitched roofs, the northernmost row of panels should be located between 3' and 12' from the ridge. • Span tables assume two independent horizontal support rails per panel. Rails shall be located no further than 8" from cut end of diagonal member (refer to Appendix If: Figure 1). • high edge of panel not to exceed 24" from roof surface. • Maximum end cantilever of horizontal support rail shall not exceed one-third (1/3) of allowable span in the roof wind pressure zone of the cantilever. • Rails shall be continuous (not spliced) over a minimum oftwo supports • Installations over roof overhangs or within 10" of any roof edge is not advised. • Ohnerve all local jurisdictional requirements regarding roofsetback requirement;. MOMent ENGINEEIUNG +DESIGN 10530 Warwick Ave, Suite CS 0 Falr, u1", VA22030 0 Phone: 703998-2350* Web: www.maegile.com Ian 7, 2015 Everest Solar Systems, I,i.0 3809 Ocean Ranch Blvd, Suite 11 I Oceanside, CA 92056 Attn: Andy Neshat RE: Tilt Up %it PVPane1 Moun ing 4stwn Evaluation To whom it may concern: moment ENGINEERING +DESIGN WWW,MBEGLLC.COM Peryour request, Moment Engineering + Design hasperfarmed a comprehensive structural analysis of the Everest Solar 771t Up Kit Solar PV Mounting System for typical installations in the State of California, When installed per the conditions and design criteria described herein, the Tilt Up ICIt Solar PV Mounting System is compliant With the sections of the design reference documents noted below. Design Reference Documents 0 20137Yiennial Edition ofTitle24,CalilbmiaCode ofRegulations Based on 2012 International Building Code & 2011 International Residential Code o ASCE/SEI 7-10 - Minimum Design Loads for Buildings and Other Structures 0 2010 Aluminum Design Manual, by the Aluminum Association o Section and materials data provided by Everest Solar Systems • Rail section properties appear in Table A2.1 of this report Overview The Tilt Up Kit PV -panel roof mounting system consists of extruded aluminum support rails, module clamp; attachments, and fasteners spanning between points of attachment on an existing roofstructure. Attachment of the Tilt Up Kit Mounting System to the existing roof structure shall be the responsibility of the installer, and should be analyzed by a registered design professional where required by the local authority having jurisdiction. Methods & Design Parameters Applicable combinations of dead, wind, snow, and seismic loads were evaluated in accordance with current code requirements to determine allowable rail span lengths, based on assumptions of single -span conditions and allowable deflection of L/120. Design Wind pressures were determined using Components and Cladding calculations in Chapter 26-30 of ASCE 7-10, using the loading parameters listed below. Calculation of applicable roof snow load should be based upon ground snow load maps and equations and factors of ASCE 7-10, Chapter 7 and applicable sections of the 2013 CBC. For designated Case Study areas noted in the 2013 Triennial Edition of Title 24, California Code of Regulations, refer to local jurisdiction requirements for snow and wind load determination. Seismic criteria were considered per moment ENGINEERING + DSSIGN 10530 Warwick Ave, Surte CS • Fairim VA 22030 • Phone. 703990-2350• Web: wvrw.mae�lr_com u1—H=—'^tA :q—JVk OOSEZ-866-£OL:318a4da0£OZZ VA'ra}+Iad• 53 47I11S'"V0E50i 1,19IS30 + ONnL93Nvwsi jllaluottf NDISRO + S M1133NIJN3;uamoul 18CIPul.rd 1"l i r, --aspreBaN lsajl •Ilema ao auogd Aq sn aoeauoo of aa.y laal aseald's)sXleue sigl Sulpae8aa suo)isanb .iagj.ity AUL aaeq noA ptnogS •jlalad s)yj gjlm noA pals(sse aneq of A]lurgaodd0 agj ajeuaidde aM uo.plpaunl8ulneq Aluoglne )enol agj Aq pa ilnbaa aq Seto ce 'sairgimis Hiipslxa Aue to sisAleue aputoid jou saop jaodaa slgy ,4aoddns 8uuaaul8ua sol swajsAS ae(oS jsa.rang of aa)a.1 'suoijernSguo:3 aagio (le and •epa:ipo uogoayap pue sassaals algemope uo paseq s1(j8ual ueds tuntuixetu luasaidw salgei weds pagarile ag1'Aisnn)Aaad pajou s8ulpeol u3isap pue suopean2yuo3 aqj aoq '¢i 6_55 Ig atij al ulalsAs 8ullunOw Ad 318 do mu aiii jo suoyegejsul jue)ldmD3-*poo .io) uoneP1IEA U81sap papinoad seq juatussasse slgy A.remmnS :I I i :l �kal Ili lYl. E AO E 3siVd • sioZ 'L'ueI NOLLV07VA3 MI SAS ONJIN13OW ITH do 17LL TILT UP KIT MOUNTING SYSTEM EVALUATION TK150107A710 APPENDIX 1: PAGE 5 OF 24 jam 7, 2015 Note: Reaction loads shown are based on maximum allowable span lengths. moment ENGINEERING + DESIGN .www.msegllcxom TILT UP KIT MOUNTING SYSTEM EVALUATION TK150107A710 APPENDIX 1: PAGE 7 OF 24 JIM 7, 2015 Table ALS : Maximum Span Len In. Maximum Downforoe Ib Par el Pitch: Fsn»I Pitch: r to 15' Exposure C V ult (.Ph) Rail Type 0 10 Roof Snow Load (psf) 20 30 40 50 50 110 110 %BG X48 110 75 110 75 99 67 84 60 74_ 55 66 51 936 657 115 X80_ X48 107 73 107 73 98 67 84 60 74 55 66 51 936 657 120 120 X80 X48 1+1 _0 70 104 — 70 97 66 84 60 74 55 66 51 130 - X80 X48 98 66 98 _ 66 96 65 84 60 74 55 66 _ 51 936 657 140 140 X80 X48 93 63 93 63 93 63 - 84 59 74 55 — 66 51 936 657 150 ISO X80 X48 88 60 88 60 88 60 84 58 74 55 66 51 936 160 a 160 X80 X48 84 57 84 57 84 57 84 57 74 54 66 51 — X80 X48 O 456 311 170 X80 X48 81 55 81 55 81 55 81 55 74 54 66 51 180 X80 X48 78 53 78 53 78 _ 53 — 78 53 74 53 66 50 O O200 _X80 X48 43_5 — 296 X80 X48 G5 •19 65 49 65_ 49 65 49 65 49 65 +19 440 333 459 348 601 437 744 527 840 _ 616 _ 933 705 L6200 656 446 O 633 431 110 X80 92 92 92 84 74 66 698 475 696 473 110 X80 X48 X48 62 62 62 60 55 51 115 X80 X49 89 60 89 60 89 60 84 60 74 55 _ 841 571 936 657 505 90S 120 120 X80 86 86 86 84 74 66 X80 X48 266 181 _ 361 246 X48 59 59 59 59 55 51 X80 X48 283 193 130 X80 X48 82 55 82 55 82 55 82 55 74 55 66 51 140 X80 X48 77 53 77 53 77 53 77 53 74 53 66 51 945 751 160 _X80 X48 276 220 150 X80 X48 69 50 69 50 69 50 69 50 69 50 66 50 160 X80 X48 60 48 60 48 _ 60 48 _ 60 48 60 48 60 48 X80 X48 —X80 X48 234 267 170 X80 X48 53 46 53 46 53 46 53 46 S3 46 53 46 443 355 180 X80 X48 48 44 48_ 44 48 44 _ 48 44 48 44 48 44 X80 X48 200 X80 X48 38 38 38 38 38 38 38 38 38 38 38 38 Note: Reaction loads shown are based on maximum allowable span lengths. moment ENGINEERING + DESIGN .www.msegllcxom TILT UP KIT MOUNTING SYSTEM EVALUATION TK150107A710 APPENDIX 1: PAGE 7 OF 24 JIM 7, 2015 Note: Reaction loads shown are based on maximum allowable span lengths. TILT UP KIT MOUNTING SYSTEM EVALUATION TK150107A710 APPENDIX 1: PAGE 6 O 24 jam 7, 2015 Table A1.6: Maximum U3 lift ib Table AL7: Maximum Downforoe Ib PaneE prlrjl: Fsn»I Pitch: 7' to 15' r to 15' Exposure C V ult (mph) Rail Type 0 10 Roof Snow Load (psf) 20 30 40 50 110 X80 X48 110 X80 X48 278 189 428 292 564 384 704 479 841 571 936 657 115 115 Xb0 X48 288 196 428 292 571 389 704 479 841 571 936 657 120 X80 X48 296 201 428 291 580 395 704 479 _841 571 936 657 130 X80 X48 130 X80 X48 318 216 433 294 599 408 710 483 841 571 936 657 140 X80 X48 140 X80 X48 338 230 438 299 606 413 727 495 841 571 936 657 150 X80 X48 150 706 480 363 448 608 747 848 936 160 a —X80 X48 247 304 413 508 577 657 160 — X80 X48 386 262 456 311 610 415 _764 _ 520 86_6 590 936 657 840_ 571 818 556 170 X80 X48 409 279 468 318 616 419 762_ 519 886 603 955 666 O 945_ 715 180 _X80 X48 43_5 — 296 481 328 623 424 765 5711 906 617 984 579 215 147 X80 X48 440 333 459 348 601 437 744 527 840 _ 616 _ 933 705 L6200 656 446 656 446 633 431 580 394 524 367 115 X80 X48 698 475 O 698 475 696 473 110 X80 X48 232 158 356 242 _538 368 70_4 479 841 571 936 657 742 697 115 X80 X48 240 162 356__ 242 535_ 364 7_04 479 _ 841 571 936 657 505 90S 120 X80 X48 246 168 356 243 519 354 686 469 841 571 936 657 130 X80 X48 266 181 _ 361 246 509 347 677 469 841 571 936 657 X80 X48 919 625 140 X80 X48 283 193 366 249 507 345 670 455 804 560 936 657 150 X80 X48 150 X80 X48 294--.-. 207 351 255 497 346 643 437 774 560 885 643 X80 X48 945 751 160 _X80 X48 276 220 355 260 494 347 634 434 774 542 _ 85_9 643 280 190 170 170 945 815 276 348 478 607 739 859 180 X80 X48 —X80 X48 234 267 351 435 520 641 180 X80 X48 270 248 329 274 443 355 558 _ 436 6_73 _ 516 809. 617 _ _945 229 210 229 210 229 210 200 X80 X48 260 259 297 271 390 _ 342 482 424 575 506 6_67 587 Note: Reaction loads shown are based on maximum allowable span lengths. TILT UP KIT MOUNTING SYSTEM EVALUATION TK150107A710 APPENDIX 1: PAGE 6 O 24 jam 7, 2015 Note: Reaction loads shown are based on maximum allowable span lengths. moment ENGINEERING + DESIGN www.mseglk,com TILT UP ITT MOUNTING SYSTEM EVALUATION 11f150107A710 APPENDIX 1: PAGES OF 24 Jam 7, 2015 Table A1.6: Maximum U3 lift ib Ib PaneE Pitch: PaneE prlrjl: r to 15' 7' to 15' Exposure C V-ult (mph) Rail Type 0 10 Roof Snow Load (psf) 20 30 40 50 so 110 X80 X48 308 453 308 _407 277 363 _ 248 333 226 301 211 341 260 378 297 115 X80 X48 483 329 483 329 444 303 400 273 367 250 331 232 120 X80 X48 513 349 513 349 483 329 439 298 402 273 363 255 130 X80 X48 576 392 576 392 565 385 519 353 478 324 431 303 378 297 140 X80 X48 641 436 641 436 641 436 602 410 560 390 506 354 _ 378_ 150 X80 X48 706 480 706 480 706 480 686 — 467 644 438 585 411 216 260 160 X80 X48 772 526 772 526 772 526 772 526 730 497 670 470 297 341 O X48 102 102 163 216 260 170 X80 X48 840 571 840 571 840 571 840_ 571 818 556 759 529 180 — X80 909 909 909909 909 -- — ----- ---- -- — - X48 619 619 619 619 619 854 — --.. 590 O LL200 X80 X48 1_73 117 _X80 X48 945 715 945_ 715 945 715 _ 945 715 945 715 945 _ 715 180 X80_ X48 1_87 127 _ 187_ 127 215 147 297 208 341 256 378 297 O 110 X80 X48 656 446 656 446 656 446 633 431 580 394 524 367 115 X80 X48 698 475 698 475 698 475 696 473 433 576 404 110 120 x80 742 742 742 742 697 630 115 X80_ X48 149 100 149 100 247 167 X48 505 505 90S 505_ 474 442 156 106 156 106 130 X80 X48 829 564 829 564 829 564 829 564 823 560 744 522 170_ 116 170 116 140 X80 X48 919 625 625 G25 625 625 609 189 129 189 129 215297 •-._.-_-_-_----------------- 145 150 X80 X48 945 687 945 687 94.5 687 945 687 945 687 945 687 208 142 160 X80 X48 945 751 945 751 945 751 945 751 945 751 945 751 228 155 228 155 228 155 280 190 170 X80 X48 945 815 945 815 945 815 945 815 945 815 945 815 229 168 180 X80 X48 945 881 945 881 945 881 945 881 9_45 881 945 881 X80 X48 229 182 200 X80 945 945 945 945 _ 945 _ _945 229 210 229 210 229 210 _233_ 215 _ 287 264 X48 945 945 945 945 945 945 Note: Reaction loads shown are based on maximum allowable span lengths. moment ENGINEERING + DESIGN www.mseglk,com TILT UP ITT MOUNTING SYSTEM EVALUATION 11f150107A710 APPENDIX 1: PAGES OF 24 Jam 7, 2015 Note: Reaction loads shown are based on maximum allowable span lengths. moment ENGINEERING+ DESIGN moment ENGINEERING+ DESIGN www.mseglk. rn www.mseglk.com Table A1.8: Maximum Shear Ib PaneE prlrjl: 7' to 15' Exposure C V-ult (mph) Rail Type 0 10 Roof Snow Load (psf) 20 30 40 so 110 X80 X48 112 76 163 112 248 170 297 216 341 260 378 297 115 X80 X48 116 79 162 109 248 170 297 216 341 260 378 297 120 X80 X48 121 83 161 109 248 170 297 216 341 260 378 297 130 X80 X48 130 88 153 103 247 167 297 216 341 260 378 297 140 X80_ _ 141 144 _243 _ 297 _341 _ 378_ X48 95 99 166 216 260 297 150 X80 151 151 239 297 341 378 X48 102 102 163 216 260 297 160 X80_ X48 161 110 161 110 234 158 297 213 341 260 _ 378 297 170 X80 X48 1_73 117 173 117 224 152 297 211 341 258 378 297 O 180 X80_ X48 1_87 127 _ 187_ 127 215 147 297 208 341 256 378 297 o L6 200 X80 X48 217 148 -- 217 148 217 148 288 ~ - - 197 341 251 378 295 O 110 X80 X48 142 96 143 98 248 170 297 216 341 260 __378 297 115 X80_ X48 149 100 149 100 247 167 297 _ 216 260 341 378 297 120 _X80_ X48 156 106 156 106 238 162 297 216 341 260 378 297 130 - N80 X48 170_ 116 170 116 _225 153 297 216 341 260 378 297 140 X80 •---------•----------------- X48 189 129 189 129 215297 •-._.-_-_-_----------------- 145 210 341 260 378 297 150 X80 X48 208 - 142 208 142 - 208 _ 142 _ 293 199 341 260 _ 378 297 160 X80 X48 228 155 228 155 228 155 280 190 341 248 _ 378 297 170 X80 X48 229 168 229 168 229 168 249 184 326 239 378 296 180 X80 X48 229 182 229 182 229 182 _ _229 _ _ 182 289 229 357 283 200 X80 X48 229 210 229 210 229 210 229 210 _233_ 215 _ 287 264 Note: Reaction loads shown are based on maximum allowable span lengths. moment ENGINEERING+ DESIGN moment ENGINEERING+ DESIGN www.mseglk. rn www.mseglk.com TILT UP HUT MOUNTING SYSTEM EYAWATION APPENDIXII: PAGE 1 OF 1 TKNICi'T.". jm7,2015 Table A2.1: LrossRati Section Properties l- 4�iOVt�r�TCY, sdM1YWM� X49 x80 unit Cross Seenona[ Area (A) 0.7130 0.7770 (rnA2) Mornents of interia: Principal OX) 0,2518 0.8000 (inA4) Secondary (IV) 0,2306 0.1970 (inA4) section Modulli: Principal (Sx) 0.2457 0S490 (lnA3) secondary (Sy) 0.2966 02514 (inA3) Material: AL EN AW 6063-T66 AL 6D05A T61 AL 6005 -TS AL 6061-T6 Note: Material selection is region dependent Analysis based on worst-case. s' 15 -DEGREE SLOPE SHOWN, ALLOWABLE COWWRA7M: 7 TO 15 DEGREE PANEL s'(MA)q 15 -DEG UPLIFT PL1F f (PERPENDICULAR SHEAR LOAD IpERPENA TO ROOF ELOPE) (PARALLEL TO TO ROOF SLOP SHEARLOAD % NOT TO SCALE SL 1 0 (PARALLEL TO DOWNFORCE :(PEWPE RPE)(PERPENDICWIRTO ROOF SLOPE)ROOF SLOPE) Figure A2.1: Tilt Up IGt Reference Geometry & Reaction Load Orientation m oment ENGINEERING DESIGM 10530 Warwldc Ave, Sulb• CS • Fairfax, YA22030 9Phone:-103-998-23S" Web: www.nrsegliccom CERTIFICATE OF COMPLIANCE Certificate Number 2015-28-04-E467724 Report Reference E467724-20150108 Issue Date 2015-28-04 Issued to: Everest Saler Systems Ste 111 3809 Ocean Ranch Blvd Oceanside CA 92056 ThisistocerfIIythat MOUNTING SYSTEMS, MOUNTING DEVICES, representative samples of CLAMPING DEVICES AND GROUND LUGS FOR USE WITH PHOTOVOLTAIC MODULES AND PANELS USL— Mounting for use with Photovoltaic Modules: Everest Crossrail System, utilizing Crossrail 48 rails for Fire and Banding USL — Mounting for use with Photovoltaic Modules: Everest Crossrail System, utilizing Crossrail 80 rails for Bonding Have been investigated by UL in accordance With the Standard(s) indicated on this Certificate. Standard(s) for Safety: UL 2703 OUTLINE OF INVESTIGATION FOR MOUNTING SYSTEMS, MOUNTING DEVICES, CLAMPINGJRETENTION DEVICES, AND GROUND LUGS FOR USE WITH FLAT -PLATE PHOTOVOLTAIC MODULES AND PANELS Additional information: See the UL Online CertificationsDirectoryat Mo.ul.com/database for additional information Only those products bearing the L1L Certification Mark should be considered as being covered by UL's Certification and FoNow4 Jp Service. Look for the UL Certification Mark on the product. ZT, At ids l- 4�iOVt�r�TCY, sdM1YWM� A Y• LLl1C _ J a j Yr��LL �in��:n WrLL�1tWr1Y�Y�a�s�.IlLrrw��N� __ Pape 1 or 1