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BSOL2016-0127
78-495 CALLE TAMPICO �i{MNW LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 10/13/2016 Application Number: BSOL2016-0127 Owner: Property Address: 78295 WINTER COVE CT GERARDO BENITEZ APN: 770031013 78295 WINTER CAVE Application Description: BENITEZ / 2.5kW PV SYSTEM - (10) 250W PANELS+M215 MICROINVER LA QUINTA, CA 92253 Property Zoning: Carrier: HARTFORD INSURANCE COMPANY OF -HE MIDWEST Policy Number: I hereby affirm under penalty of perjury that I am exempt from the Contractor's State Application Valuation: $6,000.00 I certify that in the performance of the work for which this permit is issued, I Applicant: shall not employ any person in any manner so as to become subject to the workers' Contractor: GREENIFY signed statement that he or she is licensed pursuant to the provisions of the GREENIFY 407 W IMPERIAL HWY STE H-114 407 W IMPERIAL qWY STE H-114_ BREA, CA 92821 _` /0 BREA, CA 92821 (562)922-9361 Llc. No.: 1007894 LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSAT?ON DECLARATION I I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter I hereby affirm under penalty of perjury one of: the following declarations: 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, I have and will maintain a certificate of consent to self -insure for workers' and my License is in full force and effect. compensation, as provided for by Section 3700 of the Labor Code, for the performance License Class: B. C10 License No.: 1007894 of thew rk for which this permit is issued. ��r• �e?' /0 - (� Contractq� ���I-,have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the perfornance of the work for which this permit ` is issued. My workers' compensation insurance carrier and policy number are: OWNER -BUILDER DECLARATION' Carrier: HARTFORD INSURANCE COMPANY OF -HE MIDWEST Policy Number: I hereby affirm under penalty of perjury that I am exempt from the Contractor's State 72WECD16604 License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any I certify that in the performance of the work for which this permit is issued, I city or county that requires a permit to construct, alter, improve, demolish, or repair shall not employ any person in any manner so as to become subject to the workers' any structure, prior to its issuance, also requires the applicant for the permit to file a compensation laws of California, and agree that, if I should become subject to the signed statement that he or she is licensed pursuant to the provisions of the workers' compensation provisions of Section 3:00 of the Labor Code, I shall forthwith Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division comply with those provisions. 3 of the Business and Professions Code) or that he or she is exempt therefrom and the _` /0 basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a Date: Applicant: permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, . (1 I, as owner of the property, or my employees with wages as their sole AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO compensation, will do the work, and the structure is not intended or offered for sale. ONE HUNDRED THOUSAND DOLLARS ($100,00(Q. IN ADDITION TO THE COST OF (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, apply to an owner of property who builds or improves thereon, and who does the work INTEREST, AND ATTORNEY'S FEES. 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 APPLICANT ACKNOWLEDGEMENT within one year of completion, the owner -builder will have the burden of proving that IMPORTANT: Application is hereby made to the Building Official for a permit subject to he or she did not build or improve for the purpose of sale.). the conditions and restrictions set forth on this application. (_) 1, as owner of the property, am exclusively contracting with licensed contractors 1. Each person upon whose behalf this application is made, each person at whose to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' request and for whose benefit work is performed under or pursuant to any permit State License Law does not apply to an owner of property who builds or improves issued as a result of this application , the owner- and the applicant, each agrees to, and thereon, and who contracts for the projects with a contractor(s) licensed pursuant to shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and the Contractors' State License Law.). employees for any act or omission related to the work being performed under or ' (� I am exempt under Sec. . B.&P.C. for this reason 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 Date: Owner: work for 180 days will subject permit to cancellation. 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 Na Lender's Add 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 representati+es of this city to enter upon the above-mentioned property for inspection purposes. Date���S= Signature (Applicant or Agent Date: '10/13/2016 Application Number: BSOL2016-0127 Owner: Property Address: '78295 WINTER COVE CT GERARDO BENITEZ APN: 770031013 78295 WINTER COVE Application Description: BENITEZ / 2.5kW PV SYSTEM - (10) 250W PANELS+M215 MICROINVER LA QUI NTA, CA 92253 Property Zoning: , Application Valuation: $6,000.00 Applicant: Contractor: GREENIFY GREENIFY 407 W IMPERIAL HWY STE H-114 407 W IMPERIAL HWY STE H-114 BREA, CA 92821 BREA, CA 92821 (562)922-9361 Llc. No.: 1007894 4 Detail: 2.5kW SOLAR ARRAY - (10) 250W RENSOLA PANELS+ENPHASE M215-60 MICROINVERTERS (180SF) 2013 CALIFORNIA ELECTRICAL CODE. ' w - i FINANCIAL •• • DESCRIPTION ACCOUNT QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $1.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 DESCRIPTION ACCOUNT QTY AMOUNT PV SYSTEMLESS THAN 10KW 101-0000-42403 0 $25.33 DESCRIPTION ACCOUNT QTY AMOUNT PV SYSTEMLESS THAN 10KW PC 101-0000-42600 0 $25.33 Total Paid for ELECTFICAL:, $50.66 DESCRIPTION ACCOUNT QTY AMOUNT PERMIT ISSUANCE 101-0000-42404 0 $96.27 Total Paid for PERMIT ISSUANCE: $96.27 DESCRIPTION ACCOUNT . QTY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 Bin ✓t ' " • �- . ; fifty of I a 'Quinta Building K Safetybivision ` ` .0 A. - Permit ;; 78-4-95 Caffe Tampico D(� La Quinta, CA 92253- (760) 777-701,2 .. '. Building Permit Applicatidn and Tracking Sheet LProject1Address: --- 2,2rOwner's Name: �t1'C��('i \ • C .. �'Z� Eli. A. P. Number: i '-7-Z 13 �2`l(S 'wlp Address: �t)Q� ` Legal Description ` - L .PCO, ST, Zip: _ z C ctor: Contractor: N i �. 1: Tele h nc: P 0 6 5 b v _ 'Address: �� �� W `� i , Project Description: S . _ C� E..... City, ST, Zip:. Telephone u e t • P o . _ v C S to Lic. # . t V l $ �t C . City Lic. Arch., Engr., Designer: Address: _ y. City, ST, Zip:. Telephone:.' :a Construction Type: O CCllP CY State to Lic. • - Project hDemo P (circle ne • New Add'n Alter Repair 0 Name of Contact Person: -1-- T _ Sq. Ft.: # Stories: # Units: , Telephone # of Contact Person: Iq 5( q g (I �` 'Dsiimated.Value of Project: C) . APPLICANT: DO NOT WRITE BELOW THIS LINE ' # Submittal ' . lteq'd Rcc'd TRACKING . PERMIT FEES , Plan Sets, Plan Check submitted Item Amount .y 'Structural Calcs,' : • t Reviewed, ready for corrections ? Plan Check Deposit Truss Calcs. Called Contact Person , Plan Clieck Balance r Title 24 Calcs. Plans picked up Construction ' Flood plain plan t Plans resubmitted Mechanical Grading plan 2" Review, ready for corrections/issue Electrical - SubcontacforListA. fi Called Contact Person- , Plumbing Gran(. Dced Plans picked up -- S.T4.I. H.O.A. Approval P s resub ted ra 'ng IN ROUSE:- Jrd Ile my, ready for corrections/i Dcvclopc Impact Fee f PlanningApproval I P Cal ed Contact Person'A.I_P.P. Pub. Wks. Appr mit issue •��% School Fees, r ; Total Permit Fees �. . 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(9 D 1 �m0 O X N m�v s:, < O Cin �J D 2c> F m Z4 O m m 1+9 m z y� O �O fpsl D p p� m n 1 O A O r O O w n 0 m p m F- o z � u 18'-0' E o/ o 16' s OWNER/PROJECT NAME: x o m v o o z CL N GERARDO BENITEZ a 8295 WINTER COVE CT < - U IT 53 03'-1 IL,191iLVA 10Pll�IVA111A2 • I: VI I. ►v I:V11.141:V� CO� X n 0 1 'A.�w---m 0 . 0-" O $ O C.vvv C 3on'.— 6 o O r f/1 O im z o`r� 11 r' 0z n k s-.3 > ?�o�m 0 O pi �pD Q c c 3 »o 0 = N pork moa, a m. Pj. =ZO ! � W M CA CA ma CD 5 0 0 V) msS m o ,O 0-0- :3 oQ m^^ ^ pO O J ;3. r -r v m CD n M o Q _N n N O O I; OI I O N IA rN r c) r -t - U) 3 Q Q 0 0 vlm�no 0000m �°o�mm �nrOJ O O p.. A 0 p Ul n 010 m -a 0 3 0 O^ 0 x c'n 1 O Q L4* 1- A � I cn t--22'-3" C (D nn CDLo ,/;1.0 "l 1 ;0 Om v 5— 18'-0' E o/ o 16' s OWNER/PROJECT NAME: x o m v o o z CL N GERARDO BENITEZ a 8295 WINTER COVE CT < - U IT 53 03'-1 IL,191iLVA 10Pll�IVA111A2 • I: VI I. ►v I:V11.141:V� CO� X n 0 1 'A.�w---m 0 . 0-" O $ O C.vvv C 3on'.— 6 o O r f/1 O im z o`r� 11 r' 0z n k s-.3 > ?�o�m 0 O pi �pD Q c c 3 »o 0 = N pork moa, a m. Pj. =ZO ! � W M CA CA ma CD 5 0 0 V) msS m o ,O 0-0- :3 oQ m^^ ^ pO O J ;3. r -r v m CD n M o Q _N n N O O I; OI I O N IA rN r c) r -t - U) 3 Q Q 0 0 vlm�no 0000m �°o�mm �nrOJ O O p.. A 0 p Ul n 010 m -a 0 3 0 O^ 0 x c'n 1 O Q L4* 1- A � y M/ :3 Sl 7-3 t--22'-3" C (D nn CDLo ,/;1.0 "l 1 ;0 Om v 5— A1� 14D- I Revision/Issue batel 'l a�115 Ua• C) (D D N (ji Q z O .r (D co l J 0 0 0 z 0 0 0 l J D c/) ;;u Z7 . 3 `D D (D Q_ (D 0 X ;;u 2.5kW ROOF MOUNT Address: 407 W. IMPERIAL HWY STE. H-114 BREA, CA 92821 SOLAR PV Phone: (714)509-1811 CONTRACTORIINsTAuiR. GREENIFY CSLB LICENCE NUMBER 1 (#1007894) CLASS (BxG10) � c / 0 ^z \ l m 4 y M/ (j m -3- m t--22'-3" I (D M 1 of <► N `� C7 Z 'n O D - C) 'er-0J4 0z C) I ► �- Z M120 co -j o> c0 AMC _ o Zom� C) (D D N (ji Q z O .r (D co l J 0 0 0 z 0 0 0 l J D c/) ;;u Z7 . 3 `D D (D Q_ (D 0 X ;;u 2.5kW ROOF MOUNT Address: 407 W. IMPERIAL HWY STE. H-114 BREA, CA 92821 SOLAR PV Phone: (714)509-1811 CONTRACTORIINsTAuiR. GREENIFY CSLB LICENCE NUMBER 1 (#1007894) CLASS (BxG10) � c / 0 ^z \ l m 4 t - . ^ .- • A :i w - Modules ProSolar TileTrac PV Mount w/ PV flashing i A N (S) TILE Mounting Systems �w co t rnco SINGLE.LAYER ' Rail SINGLE STORY ROOF z 3i W<mC t W hi a ---— — — — — — — — — — — — — — — — — — — — —' o o °� N Prosolar. : 1 o N z TileTrat:PV a 2of 4" RAFTERS@ 24" O.C. Quo E o (1) 5/16 " x 3-1/2" E — z ^ SS Lag Bolt wl 1 11 2.5 " Min. Penetration - _ _ - _ —0 - L No 2 TileTrac PV Attachment w/ Mounting Systems Rail .04 W/ 7''MAX SPAN (FIELD VERIFY) ,k B NTS • O WEIGHT OF MATERIALS x Module Weight: 41.9 LB r Module Area: 17.33 SF ; y Mounting Hardware weight: 10.82 LB/MODULE t y Module Array Area: (519.9) SF - •o s ,a ,,,,11 . . Roof Load (Modulo Welght/ModuleArea): 3.04PSF N MaX UIStaI1Ce tO panel •7.5r� - m MOUNTING SYSTEM r Min. Clearance 3' 1. The mounting structure is an engineered product designed to mount PV modules. 2. For manufactured mounting systems, fill out information on the mounting system below: , a. Mounting System Manufacturer: EVEREST 48-S z b. Total Weight of PV Modules and Rails: 52.72 LB c. Total Number of Attachment Points: 20 d. Weight per Attachment Point (b/c): 0.95 LB F- e. Maximum Spacing Between Attachment Points 48 INCH W U Notes Z 1`14 Q rn r �� r 1. Quickmount PV's to be attached to roof Using 5/16" x 3 1/2" Lag ScrewsZU o 2. L -Foot to be attached to Quickmount using 5/16" x 3 1/2" SS Lag Bolts U W of U 3. Flashing at all roof penetrations and will be sealed with "Geotel 2300" Tripolymer roof sealant caulking , ' M Wbl-Q LO 4. The maximum distance from the panel to the roof is 7.5 inches. zZ 5. The minimum distance between the roof and the panel is 3 inches. CD d - _ �. �� ♦ W LLI o z 0 O Pre;em BENITEZ, G. oem 10/03/16 hem * scale As Noted 1\ DV 2 oe�,•� KIDS♦ _ By F t - . ^ .- • A :i w - Modules ProSolar TileTrac PV Mount w/ PV flashing i A N (S) TILE Mounting Systems �w co t rnco SINGLE.LAYER ' Rail SINGLE STORY ROOF z 3i W<mC t W hi a ---— — — — — — — — — — — — — — — — — — — — —' o o °� N Prosolar. : 1 o N z TileTrat:PV a 2of 4" RAFTERS@ 24" O.C. Quo E o (1) 5/16 " x 3-1/2" E — z ^ SS Lag Bolt wl 1 11 2.5 " Min. Penetration - _ _ - _ —0 - L No 2 TileTrac PV Attachment w/ Mounting Systems Rail .04 W/ 7''MAX SPAN (FIELD VERIFY) ,k B NTS • O WEIGHT OF MATERIALS x Module Weight: 41.9 LB r Module Area: 17.33 SF ; y Mounting Hardware weight: 10.82 LB/MODULE t y Module Array Area: (519.9) SF - •o s ,a ,,,,11 . . Roof Load (Modulo Welght/ModuleArea): 3.04PSF N MaX UIStaI1Ce tO panel •7.5r� - m MOUNTING SYSTEM r Min. Clearance 3' 1. The mounting structure is an engineered product designed to mount PV modules. 2. For manufactured mounting systems, fill out information on the mounting system below: , a. Mounting System Manufacturer: EVEREST 48-S z b. Total Weight of PV Modules and Rails: 52.72 LB c. Total Number of Attachment Points: 20 d. Weight per Attachment Point (b/c): 0.95 LB F- e. Maximum Spacing Between Attachment Points 48 INCH W U Notes Z 1`14 Q rn r �� r 1. Quickmount PV's to be attached to roof Using 5/16" x 3 1/2" Lag ScrewsZU o 2. L -Foot to be attached to Quickmount using 5/16" x 3 1/2" SS Lag Bolts U W of U 3. Flashing at all roof penetrations and will be sealed with "Geotel 2300" Tripolymer roof sealant caulking , ' M Wbl-Q LO 4. The maximum distance from the panel to the roof is 7.5 inches. zZ 5. The minimum distance between the roof and the panel is 3 inches. CD d - _ �. �� ♦ W LLI o z 0 O Pre;em BENITEZ, G. oem 10/03/16 hem * scale As Noted 1\ DV 2 oe�,•� KIDS♦ _ By x 4B�quipm�undbg Conductor mni-I n wish WEEBS - M=rhoriml Grounding Lug Underside of Sole, Panels E4aipmenl Grounding (.16.10) System Grounded as Main SerWce onoleas Panel CWous, Gmand min. Og. to house grounding sys em Note: 13 ndirg Detail Oiegremafic See Electrical Diagram for Aatwl Number of Modules, per String Blow-up Detail for Mechanical Grounding Lug(02.8)(c16.10) ' Croundeg Conductor Stolneas Screw ` Silo of Soler Raili gILSCO Direct -Burial Rated Grounding Lug *.... Stml Throading-Forming Scrow Notes: 1. Each modules and all components shall be grounded and bonded. 2. All solar modules, equipment, and metallic components are to be bonded. 3. Liquid -tight rigid metallic conduit shall be sun light resistant • 4. Conduit to be painted to match structure. 5. PV Breaker to be mounted opposite Main Breaker: 6. Ground wire at panelboard to have irreversible crimp. DC & AC Calculations: Max Voltage 600V Max Fuse Rating 15A Pmax 25OW Voltage @ Pmax 30.1V Current @ Pmax 8.31A Array Information Number of Modules in Series 10 Number of parallel source circuits 1 Total modules = 10 Operating Voltage 37AV x 10 . = 374V Operating Current 8.83A x 1 = 8.83A Maximum System Voltage 374V x 1.14 = 426.36V Short Circuit Current 8.83A x 1.56 = 13.77A Imp = (8.31 A) a (1 String) = 8.31A Isc = (8.83A) a (1 String) = 8.83A A -design = (8.83A) a (1.56) = 13.77 System AC Wiring run (String 1) Pmax=(228.8PTC Rating)'(10 Panels)'(96% Inveff.)=2196.48Wac Imp=(2196.48 Wac)/(240Vac)=9.15A Inverter Maximum Output Current = 15A B -design = -.(9.15A)' (1.25) =11.44A # 10THWN-2 (20A C/B) System AC Wiring run (10 MODULE) Pmax=(228.8PTC Rating)'(10 Panels)"(96% Inveff.)=2196.48Wac I mp=(2196.48 Wac)/(24OVac)=9.15A Inverter Maximum Output Current = 15A B -design = (9.15A)' (1.25) =11.44A # 10 THWN-2 (20A C/B) CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY " - I Note: Grounding of panels is done with WEEBS Max. OCPD: (125 Bus)' (1:2)= 150A Max Rating (120% of Bus) (10) Renesola JC250M-24/Bb 250 Waft Solar Panels PV Backfeed (20A) + Main Breaker (100A) = (120A) 5 150A w/ (10) ENPHASE M215-60-2LL-S2X (215V) MICRO Inverter See 690.64 (B)(2) of 2013 CEC Strict 1: 10 Modules Terminator Capfnstaffed String /CT end of Cable 125A Rated Buy J 010Tf-fl' U-2 PV VWRE 100A Main 6 BARE GROUND COPPER TOP FED Main Service Panel M "NO CENTER MAIN BREAKER" AC Disconnect 30A/240V (Non Fusable) Eaton# DG221URB NOTE: ALL EQUIPMENT ENCLOSURES WILL (Signage 4, PV4) If the existing Main Service Panel CONTAIN BONDING BUSHINGS (j� r does not have verifiable ground L - - - - - - - - - - - - ! - - - - J ,l� electrode. It is the PV contractors AC 20A res onsibilit to install a 0))110 (012,,Neutraf) THWN-2 Conductors (S a Amp. Calc. #1) & 1 #6AWG Ground in 3/4" EMT Conduit min: (See 2013 CEC Table 250.122) Ampacity Calculations ^ r • woe Ampacity . LEGEND UB JUNCTION BOX AC AC Disconnect 30A/240V (Non Fusable) 010 USE -2, 90 degrees C Eaton# DG221URB Signage 4 PV4 Mp 100A Main/ 125A Bus '(0.82) Main panel & Utility Electrical Service (40 Amos), 10.821' (080) = 32.&4 > PV Idesidn 03.77M (Signage 1,3,7,8 on PV4) INV (10) ENPHASE M215-60-2LL-S2X(215V) MICRO INVERTER Note: Grounding of panels is done with WEEBS Max. OCPD: (125 Bus)' (1:2)= 150A Max Rating (120% of Bus) (10) Renesola JC250M-24/Bb 250 Waft Solar Panels PV Backfeed (20A) + Main Breaker (100A) = (120A) 5 150A w/ (10) ENPHASE M215-60-2LL-S2X (215V) MICRO Inverter See 690.64 (B)(2) of 2013 CEC Strict 1: 10 Modules Terminator Capfnstaffed String /CT end of Cable 125A Rated Buy J 010Tf-fl' U-2 PV VWRE 100A Main 6 BARE GROUND COPPER TOP FED Main Service Panel M "NO CENTER MAIN BREAKER" AC Disconnect 30A/240V (Non Fusable) Eaton# DG221URB NOTE: ALL EQUIPMENT ENCLOSURES WILL (Signage 4, PV4) If the existing Main Service Panel CONTAIN BONDING BUSHINGS (j� r does not have verifiable ground L - - - - - - - - - - - - ! - - - - J ,l� electrode. It is the PV contractors AC 20A res onsibilit to install a 0))110 (012,,Neutraf) THWN-2 Conductors (S a Amp. Calc. #1) & 1 #6AWG Ground in 3/4" EMT Conduit min: (See 2013 CEC Table 250.122) Ampacity Calculations ^ r • woe Ampacity Thermal Defate FGCW Number of Conductors 2011 NEC (310.16) (NEC 310.16) NEC310.15(B)(2Xe) 010 USE -2, 90 degrees C 50 deg C (3) Malt - (40 Amps) '(0.82) -(1.00) (40 Amos), 10.821' (080) = 32.&4 > PV Idesidn 03.77M TeAm(laaty Tlran 11 Derete:)8d r NufrmadCandt- 2011 NEC 131018) (NEC 310.16) NEC 310.16(Bx2Xe) 0 8 THWN-2, 90 degrees C s0 de�aev c (3) Max (55Amps) '(0.82) -(1.00) 155Amos1' (0.821, (1.001= 45.' > PV Id lsiun (30A) P Y tt� OCP DJ supplemental grounding electrode A Tie to existing Ground Rod or LIFER (3)#10(11,,L2, Neutral) THWN-2 Conductors as applicable. ' (See Amp. Calc. #1) & 0 ' #6 AWG Ground in 3/4" I If no access to either, installer shall EMT Conduit min. supply new ground rod and tie to (See 2013 CEC Table 250.122) _I GEC (Refer to grounding notes) General Notes: 1: (10) ReneSola JC250M-24/Bb 250 Watt Modules wired and listed to UL1703 standards 2. (10) ENPHASE M215.60-2LL-S2X (215V) MICRO Inverter Attached with system electrical specifications and ground fault protected & listed to UL1741 standards. ' 3. Photovoltaic system ground will be tied into existing ground at main service from DC Disconnect/Inverter as per CEC Sec. 250.166(8). 'The Grounding Electrode Conductor shell not be smaller than the largest conductor supplied by the system and not smaller than #8AWG." 4. Equipment operating 150 volts or -greater shall only be serviced or replaced by qualified personnel. Field protection may be in the form of conduit, closed cabinet or an enclosure which requires use of tools to open. 5. Solar Photovoltaic System equipment will be installed in accordance with requirements of Art. 690 of the 2013 CEC. 6.Minimum height of conduit above roof to match temperature derating factor. (Refer to ampacity calculation A) 7.Photovollaic do conductors entering the building shall be installed in metal conduit AND THE CONDUIT SHALL BE LABELED "CAUTION DC CONDUIT" OR EQUIVALENT EVERY 10 FT. 8. System Grounding Electrode conductor for PV system to be sized to meet the requirements of both 250.66 (AC) and 250.66 (DC), 690.47(C) not smaller than #8 CU AWG. 9. If the existing mein service panel does not have a ground rod or ufer, it is the pv contractors responsibility install one 4 AC Disconnect is lockable and has visible blades. 11. System has Arc -Fault Inverter installed per CEC 690.11. W WN >z 00g Pro)ecl BENITEZ, G. Dam 10/03/16 sheat Smle AS Noted PV rawn J D By KDS p U Cf) Q NLILI LO W i IN 1T Z I-- Q rn ro H Z U Q t;p W mw U -� Lo �Z Z o CD � �Lf) d W WN >z 00g Pro)ecl BENITEZ, G. Dam 10/03/16 sheat Smle AS Noted PV rawn J D By KDS p (10) Micro Inverter 9-011 f Main Panel A C Disconnect Working Space Clearance per NEC 110.26(A)(1) & 110.26(A)(2) & 110.26(A)(3) Junction Box i H \ \ ,�� (3)-#10 (L1,L2y Neutral) THWN-2 r Conductors (See Amp. Calc. #1) & ('I) #6 AW ` G Ground in 3/4" EMT Conduit mina (See 2013 CEC Table 250.122) PANEL DETAILS: 41.91-13S SIZE: 1.6" X 39.1 11 X 64.611 (10) ReneSola 250 Watt Modules w/ (10) EN PHASE M215-60-2LL-S2X (215V) MICROInverter Flush Mount system E B E N I T ®F�QU°NTA LDING & SAFETY DEPT. -- APPROVED Farnil yFOR CONSTRUCTION . esidence I a U N W in U 0 �o�a 1- U Z U Q U �4 wLU MUJ J N �Q a rn o ��z Z96a Ljj 0'a 0 0 g w N ' Q� Sheet owe 10/03/16 As Noted PV4 By KIDS �z � o O2 LL N O !� 0 U. rn Z a o oN s# w U N W in Z �o�a 1- U Z U Q U �4 wLU MUJ o00z Ir ��z W z 0'a 0 0 g O Pnlem BENITEZ, G. Sheet owe 10/03/16 As Noted PV4 By KIDS �m Ma c 11 L _ - Typical`; Caution .Signage per . CEC Article 690 Requirements a WARNING WARNING PANEL CONTAINS D.C. SOLAR POWER DUAL POWER SOURCES: SECOND SOURCE . , SYSTEM DISCONNECT MAY NOTE TM a IS PHOTO -VOLTAIC SYSTEM DE -ENERGIZE ALL POWER SOURCES TSI n and • Markings Format: 1. Install on main service - 2. Install on DC disconnect - - l t - White Jettering on red background (2) Minimum, 3/8 r, letter height *� .. '(3) All letters to be capitalized CAUTION: PHOTOVOLTIAC AC DISCONNECT ^ (4) Arial Or iSimiliar font,non bold -- r • _ .PHOTOVOLTAIC SYSTEM'. ` . � CIRCUIT BREAKER IS BACKFED _ ;r (5) Signage — `Permanent reflective Weather . ` 3. Install on back -fed breaker , . , .. 4. Install on AC disconnect LL r� '_ �- . - ,-,,,resistant�� �- fO r ' th a , e n V i ro me nt "' • ' - Y a .,,.� material suitable _ ?WARNING ELECTRICAL SHOCK HAZARD ,Ati f — _ J , Z a DO NOT TOUCH TERMINALS. TERMINALS ON WARNING: PHOTOVOLTAIC POWER SOURCE v co C BOTH LINE AND LOAD SIDES MAY BEy - ' ENERGIZED IN THE OPEN POSITION ' S. Install on all disconnects. on all interior and exterior DC conduits, - • , • - - ` + s ,^ L -'-.. „ • -+ ' ` raceways, enclosures, and cable assemblies, at turns, above and - - ' ' - - , , , ,1 •+IR ,� . • - - ', - /or below penetrations; all DC combiners, and junction boxes: COL WARNING G -._ WARNIN :.. —Y , • z - ., - s . , , , I s RN OFF'PHOTOVOLTAIC AC DISCONNECT "'�j INVERTER OUTPUT CONNECTION. DO NOT. - • 'L ` PRIOR TO WORKING:INSIDE PANEL RELOCATE THIS OVERCURRENT DEVICE ' -" LA � - 7. Install on' A/C'service section and all A/C sub -panels s 8. Install at Inverter(s) output connection CAR'D' ' " ,`,_ OC r^� 4 3 a s WARNING: ELECTRICAL SHOCK HAZARD r r r r v - ' -` 0 O o� m x ' IF AGROUND FAULT RI INDICATED, NORMALLY ~ - - �+ OPEPAT CUIVE rt� . r <" �= — — — — -- -- — — — - —' — — — — — — — — j GROUNDED CONDUCTORS MAYBE OP0ATM VOLTAGE_374V- MA)MWMSY5TFMVOLTAD@_428.36Y - F O CZ U. Z ' UNGROUNDED AND ENERGIZED S}IDRrORCU CLIFJRENr:_13.T7A` B ' • , g " 9. Install on inverters) ,. - t. X10. Install on DC Disconnect- , 8 t i r r^ . ' EE W ui 8 " DO NOT STERON SOLAR PANELS " °- -POWER TO THIS- BUILDING IS ALSO SUPPLIED y �•+' E 11, Install on Main Panel - .. 5•. a y _ - , �k. y " FROM THE FOLLOWING SOURCES WITH l ° DISCONNECTS LOCATED AS SHOWN: () P • �' _ r:y� Micro Ld sw I nverter �c Z Uj Cn y w O • O , 6 O 4 ; - , r a , �. ,,.. � +r �. .w ,r 'fir � _ � c.: • �y,„:. ;. , .- ... �o _ ti' � '!tYy .0.. �T, ,. r. • t � x ' W > N -. ` �" .,.,� A" •: - t r i ~-f t ' - r,:q - r'' - ar - M K ti ( �.. to 0) O f • .. Y'. a j ,nom = !» -• . P. - Z a. r ti .' • a _ .. • - a - •'b' W COW Q 150 ` •R r f ��'", �° `�-� �•� - k ,I!' - r s • j :f`. • . , - _oaf - a Z t�D Wf Co Ur , Ln r .A Dis nnect i Z .. . 3 ds • , e w _ _ _ _ ° ----------- _ _ -i oil-_ P.j." BENITEZ, G. 10/03/16 sheet •• Date . - i �r yc .:"1 r. ..�� `v". a - .�:: '_� 1 ♦, ...r • r - scale As Noted P V - . .. � -R• 'qty a.' ,g Solar PV Standard Plan — Simplified Central/String Inverter Systems for One- and Two -Family Dwellings Markings CEC Articles 690 and 705 and CRC Section R331 require the following labels or markings be installed at these components of•the photovoltaic system: WARNING INVERTER OUTPUT CONNECTION; DO NOT RELOCATE THIS O.VERCURRENTDEVICE CEC 705.12(D)(7) [Not required if panelboard is rated not less than sum of ampere ratings of all overcurrent devices supplying iti WARNING . ELECTRIC:SHOCK HAZARD. THE:DC > -CONDUCTORS OF THIS: PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY .."".""'' BE ENERGIZED v cEc 69o.3s�F) INVERTER [Only required for ungrounded systems[ c ,:,P 'OTOVOLTA WARIVINC 11 'IC :.............. 'POWERD (� 0 CRC R331.2 and CFC 605.11.1 [Marked on junction/combiner boxes and conduit every 10'[ i J/BOx PV SYSTEM;AC D16CONNECT A RATED AC OUTPUT CURRENT - AMPS'` C AC NORMAL OPERATING VOLTAGE _VOLTS:'. CEC 690.54 Code Abbreviations: California Electrical Code (CEC) California Residential Code (CRC) California Fire Code (CFC) CEC 6410.5(C) [Normally already pres-nt on listed inverters] PV SYSTEM DCDISr ONNECT; ' RATED MAX POWER=POINT CURRENT- M RATEDMAX` POWER-POINT_VOLTAGE- POWER DUAL POWER 0URCES SOURCES SHORT.`CIRCUIT-CURRENT- ADC: SECOND SOURCE 7S PHO OVOLTAIC SYSTEM VDC' ..:.:.RATED AC OUTPUT CURRENT,, , . AMPS: AC NORMAL OPERATING VOLTAGE _VOLTS . CEC 690.54 & CEC 705.12(D)(4) WARNING . ELECTRIC:SHOCK HAZARD. THE:DC > -CONDUCTORS OF THIS: PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY .."".""'' BE ENERGIZED v cEc 69o.3s�F) INVERTER [Only required for ungrounded systems[ c ,:,P 'OTOVOLTA WARIVINC 11 'IC :.............. 'POWERD (� 0 CRC R331.2 and CFC 605.11.1 [Marked on junction/combiner boxes and conduit every 10'[ i J/BOx PV SYSTEM;AC D16CONNECT A RATED AC OUTPUT CURRENT - AMPS'` C AC NORMAL OPERATING VOLTAGE _VOLTS:'. CEC 690.54 Code Abbreviations: California Electrical Code (CEC) California Residential Code (CRC) California Fire Code (CFC) CEC 6410.5(C) [Normally already pres-nt on listed inverters] PV SYSTEM DCDISr ONNECT; ' RATED MAX POWER=POINT CURRENT- ADC:' RATEDMAX` POWER-POINT_VOLTAGE- V.D.C.: SHORT.`CIRCUIT-CURRENT- ADC: MAXIMUM SYSTEM VOLTAGE- VDC' Informational note: ANSI Z535.4 provides guidelines for the design of! plaque with contrasting colors between the text and background would specified, but 20 point (3/8") should be considered the minimum. CEC 705.12 requires a permanent plaque or directory denoting all electric CEC 690.531 CITY OF LA QUINTA BUILDING & SAFETY DEPT. signs an a ts. A phe of the inte a Fod r type siz is FOR CONSTRUCTION rces on or in LI, !fit- �"-•- •. ,• 's - " r^ ry t. � i f - # �� � rte. . � � • � ;� � r enphase, t r E E R4G Y� ^ rd X ` s � �. � � j +�++RR �++�MM..�...-��r r'�.�•,,, y,�-.ww.�raa��.YMr�.YYb`-_N_ *. s .. s • .z.��.�. ��I rr����'YyTwii' '•y ! } :L.'t .�. f.",Y .�yi • - . �r, / Maximum energy production The Enphase Energy Microinverter P R•O D U CT I V E - Resilient to dust, debris and shading - Performance. monitoring per module' System improves energy harvest, t s increases reliability, and dramatically _ - System availability greater simplifies design, installation and R E L I AIB L E than 99.8% -. - No single potent of system failure management of solar power systems. + The Enphase System includes the ; Quick and simple design, installation SMART and management microinverter, the Envoy Communications - 24/7 monitoring and analysis ; -Gateway, and Enlighten, Enphase's _ 07. monitoring and analysis. software. - Low voltage DC SAFE _ Reduced fire, risk + cc S Wt Y. +M21'5 M I'CROI NVERTER TECHNICAL DATA "'. „. InO .0 . .0 Recommended input power (STC) 190 - 260W Maximum input DC voltage 45V Peak" power, tracking voltage ; � y " 22V - 36V Operating range ' 16V -36V Min./Max. start voltage ,22V/45V ;,: " # Max. DC short circuit current 15A Max. input current 10.5A Output D.ta (AQ @208 Vac @240 Vac Maximum output power 215W 215W Nominal output current', - . 1.OA;(arms at nominal duration) 0.9A (arms at nominal duration) Nominal voltage/range: R 208W183 -229V S 24OV/211-264V Extended voltage/range _ 208W179 -232V 24 OV/206-269V ` Nominal frequency/range 60.0/59.3-60.5 Hz ` 60.0/59.3-60.5 Hz = " . • Extended frequency range 60.0/59.2-60.6 Hz' 60.0/59.2-60.6 Hi a � Power Factor ' >0.95 - >0.95 Maximum units per 20A branch circuit 25 (three phase) ' ` 17 (single phase) Maximum output fault current 1.05 Arms, over 3 cycles; 25.2 Apeak, 1.74ms duration, + ancy Efficiie CEC weighted,efficienry. 96.096 Peak inverter efficiency c . • 96.396. 1 Static MPPT efficiency (weighted, reference EN50530)", 99.6% p ,Dynamic MPPT efficiency (fast irradiation changes, reference EN50530) ` 99.3°,6 V ' -Night time power consumption 46mW Mechanical Data Ambient temperature range x -40°C to + 65°C Operating temperature range (internal) -40°C to + 85°C ' Dimensions (WxHxD): r, 17.3 cm x 16.4 cm x 2.5 cm (6.8" x 6.45" x 1.0')*. Weight cr y ;' 1.6 kg (3.5 lbs) �`1 �.,, r •• . _ •• �Y Cooling' r . , Natural'' convection - No fans r' Enclosure environmental rating 4. Outdoor - NEMA 6 * without mounfing bracket Features Compatibility Pairs with most 60 -cell PV modules ' Communication +' _ Power line ` •'� s w Warranty 25 -year limited warranty Monitoring "" C:, _ Free lifetime monitoring via Enlighten software Compliance -. UL1741/IEEE1547, FCC Part 15 Class B'+. _ t *w; ' CAN/CSA-C22.2 NO. 0-M91, 0.4-04, and 107,.1-01 Enphase.Energy, Inc. �F r: 201 1st Street F _' Petaluma, CA 94952 `" ' ` s - 4 " Phone: 877-797-4743 Fax: 707-763-0784 info®enphaseenergy.comr.` httpW"w.enphase.com • 142-00010 Rev 03 • `� -{ `� � y ' `.gyp ti ,� z -i .� r •'` �. ata •' � � i ,• s .. ' �t7. •-• Y "ty eS*.Ia 250ly W, 255W, 260iN Effidenq High Module Conversion Efficiencies • , .' - - `�' eary$qulck E4 Easy Installation and Handling Mechanical load Capability of up to 5400 Pa Conforms with IEC 61215:2005, �- ,E� $ O IEC 61730: 2004, UL 1703 PV Standards CBNra aUon 1509001, OHSAS18001, IS014061 Certified - • �" '` , GuQ10n- ... _ ^t— ,.r.•. .._ ,. .., .. r, _ _ . � _ _ � 3 ., . _ „, Y a y 100%1 +! rf ° __ ___ _1 • f h ! y F - 3 ••r' Amaterlai& ! rn 90% _ ddL-d i/�ue + wonYmansh)p ii i 8596 80% - a o% Ifnearpower 0.1 5 10 is 20 r 25 ' output ., YEAR •, APPROV r ED PRODUCT r CQus : r t , '.'t PV CYCLE ' w LISTED 4 Fntertek NOV • • r +• • - _.ItlliullllV[ullltlllll [[II[ul[fll[fIl[HIM IUIIllIIIIIIUIM11111 [HIIHIHIIIHItulful I[IIMIIIII[IIIIIIIH Efficiency IS.B%-•.+-�Y6.2%.-" 16.2% = .16:1%*^^►' -16.0% - Electrical Characteristics STC MIM11ullull[[I[u1 [uIM11111ILIII1111HI u[I[ufI[[IMIIHI[[II �IHIIMIHIIHIIHIIHI MINITIMP VIIHl a.zsxzs - t000W/m' - • ► ?• -y luxnlox eox �o•ax lou ' + - - � � � , S M a•IE 800W/ml + a ` y ,. ...t 600W/m' 5.. 400W/m' _ 7 [. 0 9N i rf •. 3 0 S "` 10 *13 2C 25 15 40' IxsrulwG xcu r r V41tS� (V) Isaxss • es 3} Irrodiana �„200W/mi-. 400W/-'1,.600W/W,800W/m' 'SOOOW/m';,.. r ' - - • Drawing Only for Reference Efficiency IS.B%-•.+-�Y6.2%.-" 16.2% = .16:1%*^^►' -16.0% - Electrical Characteristics STC 1 / 1 Maximum Power (Pmax) - • - ,r - 250 W 255 W - 260 W ' • - Power Tolerance - }^" - 0-+5W - w 0 -*SW F 0 -+SW ,� - Module Efficiency - • t n t - .• 15.4% 15.7% -16.0% • Maximum Power Current (Imp) - ^ - e 8.31 A 899A' - - 8.53 A Maximum Power Voltage (Vmp) a -_ 30.1 V� s 30.4 V ' .t '•, 30.5 V f K' r Short Circuit Current(Isc) 8.83A 8.86A 8.95A Open Circuit Voltage (Voc) C r 37.4 V 37.S V� •y 37.6 V - , ' +' t - • ' Values at Standa rd Test Conditions STC (Air Mass AMI .5, Irradia nce 1000W/mi, Cell Temperatu re 25°C), x• - �' '- .• Electrical Characteristics NOCT JC250PA-24/Bb1 ,�. Maximum Power (Pmax) '` ✓ - 185 W - 189 W `- - ,' , y 193 W - Maximum Power Current (imp) • 1 6.57 A 6.63 A f - _ 6.74 A - Maximum Power Voltage (Vmp) • • 1 r 28.2 V ` - 28.5 V' i 28.6 V' •x • - . • _ - Short Circuit Current (Isc) +; 7.12A 7.20A 7.27A t'�Y. • Open Circuit Voltage (Voc) Y' ' ' • - 35.0 V _ i. 35.1 V •, - , 35.2•V ; f r-2 - t Values at Normal Operating Cell Temperature, Irradiance of 800 W/mr, spectrum AM 1.5, ambient temperature 20°C, wind speed 1 m/s - Cell Type'156 x156 mm Polycrystalline, 606x10 ( ) pa in series 1 Temperature Coefficient of Voc c ' _ .�-0.30%/°C - Glass - High Transmission, Low iron, Tempered Glass , Temperature Coefficient of Isc 0.04%/°C ' • Frame *, Anodized Aluminum Alloy _ - Temperature Coefficient of Pmax „ - .°t - -0.40%/°C ' ' • Junction Box - IP6S/IP67 rated, with bypass diodes ' Nominal Operating Cell Temperature (NOCT) -, -' 45°C+2°C' 'It�' Dimension *„ •1640 x 992 x40 mm y , ` Output Cable a f ,`. 4 mm' (EU)/12 AWG (US), 1000 mm_ a a t••.. � - S ' ; , �! 'Weight .,19 KH , •. R+. 1 - 1 °y • " _ ,. Installation Hole Location j... See Drawing Above. •'{ - aiiirnu- Container 20'GP 40'GP. 40'HQ Operating Temperature 40°C-+85°C,+- ., ' „ Pallets per Container 12 28 .28 z Maximum System Voltage - 1000VDC (EU) / 600VOC (US) •.F~:1- - r - Pieces per Container 300 700 770 - ' Maximum Series Fuse Rating a . ' ZIA (EU) / ISA (US) Ilov No:K/IGSno. d6 'Cenuc[Renesd, b, We 'bution "f r; ' —11: NI nEhu reserved DeF-d pelf— bl mZn wftb 1pwnotce.' --77- c. C/Lope Gomez de Marzoa - FEUGA 12 - 15705 - Santiago de Composteli7 Spain. 'Phone: 0034 981595856 L• Email: info@sfe-solar.com ' www.sfe-solar.com .� ReneSola.com' r tJxnard, VA Y3V33 View more info on our website at: www.prosolar.com . Iac ` T11 ® • U12703 r Patent #5,76;029 ` GMII� Tile Roof Structural Attachment c, The patented TileTrac® attachment allows for a structural roof rafter. connection with o timal attachment stud location ad•ustabili ftntertek P I !Y• 4007217- Design results in the best looking systems in.the industr✓. " TideTrae ° for = TileTrac °for" s -curve concrete tik flue concrete file (6" Tall ?breaded Stud) (4" Tall Threaded Stud) , Part#Tf 18•T6 Part#TP8•T4 Wa• «.. ,.,•- - � � _ :tea•-« w z ,,.: ' Benefits -of McTrac® • Easiest and lowest cost waterproof tile roof • Includes'Stainless Steel file flashing .attachment and lag bolt .. • Over 15years of industry preferred single' Aluminum and Stainless Steel exposed - vlag bolt designs _ r - components for-maximu_m corrosion . rd party lab waterproof and load tested .`resistance -and strength.- Compression sealed at u6derlayme'nt and top Large roof surface contact area evenly'' of the - distributesload s; Includes alumin"um subflashing for.double Raihing ' Used with ProSol;O'Roof7roc® rail The TikTrac -Design Structurally attaches to roof rafter and allows the ProSolar® RoofTrac® rail attachment stud to'be located at the strongest area of the the (the crown area) where water does not flow. Without TileTrae With TileTrac® water Flow= Crown area Sealed at top of Mile —� in the Valley of the Tile of the Tile / Sealeal - ..nderlayment i►:?' � 1! / _Ar I► `" J J the rcfter 'As load tested_with.ProSolarO.Roofrrac®!System, Karrer attached to the rafterRafter a"ach; to Installation'steps for both s -curve and flan concrete OW', .,!Per, U 1703 reference installation STEP 1: Select a the in the area of the roof rafter. STEP 2: Remove the file by pushing and pulling. It is usual held in place by a smal nail. STEP 3: Us in an electronic stud finder Step 4:.Seal the initial file nail hole. Using (recommended, or other means, locate the a 3/16° drill bit and drill guide (FJ -Drill), rafter center. Mark a reference paint on the drill pilot hale along the rafter center file above. J , ase O cordless apw wrench) Step 5: Insert the lag bolt and washer • Step 6: Fasten lag screw until seated. Do not Step I: After bolting the base to the roof, slide Step 8: Install subflashing and seal as needed through the TileTra& and apply fresh overfighten. The sealant should flow outward the upper audage into the correct position 4 if double flash is desiret compatible sealant to the base. sealing any hales. under the crown of the file. For flat file, slide ` I; the upper cordage near the middle of the tile. Step 9: Replace the file by lining up the Step 10: Using a 1/2° carbide drill bit and Step 11: Insert threaded stud through file Step 12: Unbind nuts and remove from snap lines and mark the drill location ROTARY HAMMER DRILL in hammer made, and handaighten to engage with base. - stud. Apply sealant around stud at the accordingly. , drill through the file. See online video at Bind two 3/8° nuts (included) using 9/16° opening and compress with Stainless Steel www.prosofar.corn for details. wrenches and lighten. : flashing (included) until seated. 1, . j Step 13: Fasten rail with lower and upper "Not recommended for clay or slate tiles. TileTrac® tested and approved for use only with the ProSolar® 3/8" nuts/washers as shown. Roofirac® rail mounting system. ©Professional Solar Products, Inc. May. 2015. TileTrac is a registered trademark and covered under Pat. #5,746,029 - ASSW'BLY INSTRUCTIONS RESIDENTIAL;RObF'S®LUTI;ON.S ` 'CROSSRAlL SYSTE.IIiI LISTED UL 2103 Listed System U SA. r IIIIIIIIII-11H ,. TABLE OF'CONTENTS - Y ' - - TABLE OF CONTENTS k, ♦ 2 . ;: � J . ^ - . � SAFETY REGULATIONS .. 3 MATERIALS REQUIRED ' 4: 'BONDING AND GROUNDING' . 6 r �. •. _ � • J � • FIRE RATING •Z r` F . - . • ASSEMBLY 8 TERMS AND CONDITIONS 4" ,11 f :ENGINEERING �STR'ENGTH IS�AT;OUR;CORE` f With sophisticatk product innovations and a deep customer.focus, Everest Solas is.the engineering`leader tQr all your mounting � y ;s stem needs.We.are the US�division of K2, S'stems one of Euro e's-market leaders.vvith.more"t'han 3.0 GW<installed.. We offer proven product solutions and innovative designs. Wind tunnel testing along with advanced`structdal and electrical `validation to facilitate pe"rmitti6 - design and installation Our�designs result in cost_ competitive racking"sys<ems with dedicated, , support that will position you to win more projects.` We partner:with our -•customers and suppliers for the long term. High`quality materials and cutting edge designs provide a' . �Y ;yit. functional system Our product line'is comprised of a few, coordinated components IQ lower he cost of ma•terials,. ' rdurable sand simplify installation, saving you time and money. All backed KGerman engineering a long track reco�d'of quality and a company that is he"re to stay: ,. ♦ _ ` Thank yoii`for choosing EverestSolar Systems for your; Solar PV Protect: `GENERAL SAFETY "INSTRUCTIONS Everest Solar Systems'. General Assembly Instructions. must be.followed to maintain.the.exclusive, limited pr¢duct.warranty. ' You can access these instructions at Everest Technical' Info Page hiip://ww,W.eve`rest-solarsystems.com/us/downloads%fechnical=information.html or by contactinc us directly, In general,- the following applies: ` - Systems should be installed by experienced contractors licensed and quahfiedao perform the work with professional• workman- ship and quality: Before installation, Contactor must verify that the system meets all applicable laws,' regulations, ordinanbs, and codes. Contrac=' for shall verify that the roof or other,structures to which the system is being atiached are capable of carry ng thesystem loads. r. ` Contractor is solely responsible for work safety and accident prevention regulations and corresponding standards and regulations of the applicable occupational safety and health agency are followed, including:' Safety clothing is:wom such as safety helmets; work shoes, and gloves. = ' Where required, the contractor should use fall protection, scaffolding with arrestor equipment and other approved methods' for worker safety. , 'Contractor shall verify that it is using the most current instructions by downloading the latest version from our website or contac r ting our office directly. ' Module manufacturer installation guides must be followed. Please use approved electrical bondirig andBounding components, .A that are required by the local or national codes and AHJ. ' A copy.of these instructions m`ust.be on site,:and;read and unde�stood.by all workers during m"`stallation 1 _. ,'In the'eventourgeneral installation and assembly instructions are not followed,`or that not all systemconponentssnd assem - ,. - blies are:used according to these instructions, or that components are -used which were,not obtained frori us, EverestSolar7.7, jSystems'is not liable'for. any`resulting defectsand damages; and the exr lusive, limned watranty will be vod;., The exclusive, limited product'warranty sfiall apply only rf all instrucfiorjs are strictly adhered to and the system istcorrectly ., t stalled. Everest Solar Systems disclaims any andell warranties, express or implied including without lin�iitation any warranties, ;of merchantability and Fitness for'a•particular purpose otherthan as set forth in the exclusive limited warahty ih. the terms and conditions of sale, which can be viewed "under on our website; http7lwww everest-solarsystems cool%usldownloads/ ,technical=informatio ;htinl The dismantling of.the system should be in reverse order of these assemblyins_ uctions .:' t ; • ` � , .tet • - - • i Mounting.systems'for solar. technology, ;' �{ '. - .� � ° �:.r , ; , , •' - � ,•solar "ssystem , 4 �r Cro snail for Pitched Roof: ti• High:qualify, Germari,engineering. UL.2703 Listed for bo;iding and fire t } .. r - Fast, simple installatiwi �- No drilling, no bonding jumpgri, i Pre-assembled;dan�s ,nth integrated bonditi ., ! _ 9 . g Robust bonding rail splices ' a Low part count. UL 2703 LISTED COMPONENTS ., All components evaluated under UL 2703 and encompassed within Everest'5olar System's UL 2703 Listing shown below uO CrossRail 48/48-S%80 Burndy WEEB Lug 8.0 +'Hardware_ Material: aluminum Weeb Lug 8.0 Material: tin plated copper „ �V,,Finish: mill, dark anodized _ Hardware: stainless steel Standard length: 164", custom'. ',r k Rail Cdnnector'Set' L -Foot -W /.Hardware'' Wi Material aluminum , PAetenal. aluminum Finish: mill .dark anodized finish mill .dark an�liied Hardware: stainless steel 7 r; ' Hardware: sfainless zteel i - _. Bonding Mid Clamp Set' ' ; ;�� Q� � Optional: Mlcrc.Inverter,Mounting KIt'- Material: stainless steel. .fvlatenal: stainless feel r ° AI tntsly silver dark' ' Bonding Erid Clamp Set, opiio.nal: Climber S'ef2 - Material: stainless steel ;� Nlaterial: aluminum • is Finish: silver, dark, " Finish; mill, dark anodized: Hardware: stainless steel. ' Dark anodized rail `must use Bonding T -Bolt and Bonaing iMK3 hardware. Slotted version may only be'used on arrays t,vith a tilt angle less than 45 degrees, relative to ground:, �Tlie inverter harda:,are kit is not intended.o replacehe micro inverter gidund and has only been evaluated to attach to the rail- t .Use standard OF= ivith 3rd party roof,attachments and, EverFlash L -Foot vith'EverFlash Comp Flashing: . r Materials Required>, a,) ii ' • t NON -UL LISTED COMPONENTS ` Components in this section were not evaluated 'by UL for bonding Y . ` -,Module End Clamp Set Maternal aluminum f Finish: mill, dark anodized Hardware': 'stainless. steel Module Middle Clamp Set Material: aluminum Finish: mill; dark'anodized Hardware: stainless steel' (iptionaL End Up.for CrmRail 48/80 Material: glass fibre reinforced polymid e _ `= Optional External omega cable clip Material`. polyamid, black- Optional: lack Optional: HEYClip SunRunner Cable Clip'SS, S6404 Maserial: stainless steel EverFl8h Comp.Kit Material: aluminum { Finish: mill, dark anodized t - u4_ . .. Hardware' lag bolt (not�indutled) ; , :' •4 4 ,LSmoREQi. _ TOOUIRED-, TORQUE•SPECIFICATIONS' . a Torque wrench'(0 50 Ib f0, M10 T -Bolts: 25.8 lb -ft (35 Nm) a= �'• e - • ♦ i. Cordless Dnll'(non-impact)M8 T -Bolts: 10 lb -ft (115Nm)' • - � G 13mm Deep°Socket - M8 Allen Bolts:.10.3,lb-ft (14 Nm) l 15mm Deep Socket, ' ' 1/2" Socket (for lag bolt)' Measuring Tae ` it Siring Line'., > . Tools and materials fog the installation of,third party items such as roof attachment products, roof covering and 'sealing'products or items used for bonding and grounding are not listed here. Please refer to the instructions of those third party products' ' Materials Required 5 I i i BONDING AND GROUNDING: . Appropriate means of bonding and grounding are required by regulation. The information provided in this manual shall always be verified with local and national building codes. Everest'Solar Systems has obtained a UL 2703 system listing from Underwriter's Laboratories (UL). , A sample bonding path diagram is,shown in Figure 1 below: Your specific installation may vary, based upon siteconditio_ ns,and your. AHJ's requirements. V Each electrical connection has been evaluated to a maximum fuse rating of 30A. At least one''round lug must :)e used to ground all strings within each sub-array, although additional may be used for redundancy. When installed per these installation instructions, all connections meet the requirements of NEC 690.43: Everest CrossRail system was tested'With the SolarWorld, Sunmodule family of modules. , PlusSW200-300Mono (including black) z PlusSW200-280Poly (including black) ; This, racking system may be used to ground and%or mount a PV module complying with UL 1703 "only when the specific module has 'been evaluated for grounding and/or mounting in compliance with the included instructions. a CROSSRAIL FIRE RATING: `' •' ' ' F c + The CrossRail 48/48-S,system hfastindergone fireperformance testing per UL 1703 Section 16, -Fire Performa tE. , • ' A System Class A fire fating-is-achieved when using'CrossRaif48/48-5 under.the following conditions: r, ' • , , , Roof 2/12.1nch linear foot slope of rise per or greater. ` .Used in combination'with a UL 1703 Listed module with a fire. performance rating "of Type, IV Type.2'.•.Consuitthe module ��: ` manufacturer for specific fire performance rating information -.:CrossRail may be mounted using any stand off Height to rnaintain the-ClassNfir6ranng Always consult the module manufactu're`r s installation instructions to'ensure yourinstallation is in compliance with their UL 1703 listing.` The results of the racking system do not improve a roof covering Class rating. .a . ' +• ?' All documentation can be found on UL's Online Database as well as Everest Solar System's website. 1 ' s ^ 7 ' �:.� 'fir• +. - r a, �1, Fire Ratiri I t 4 .g J ASSEMBLY: STEP BY STEP v , PREP ROOF FOR'EVERFLASH COMP.SHhNGLE FLASHING.' Locate the rafters and snap ho`riiontal and vertical lines to: mark the installation position for each EverFlash flashing. Drill a pilot hole (1/4'' diameter).for the'lag bolt. Backfill with appropriate sealant: Always consult a pnfessional roofer to ensue .integrity is maintained. Materials required: Tape measure','string fine, drill. ` INSERT. EVERFLASH FLASHING Insert the flashing so'the •top part is under the next rove o, shingles and pushed far enough up slope to prevent water infiltration through ver5cal joint in shingles. The ` leading edge of flashing must butt against'upper row of mails to prevent tuning when tourqued. + , (Materials required: E erFlash:flashing.. ., ATTACH EVERFLASH L -FOOT - Line up pilot hole with the EverFlash flashing hole. Insert :he lag bolt through the EPDM bonded washer, the L-Foot,'the gasketed hole in the flashing -and into -the rafter. Torque: The range is between 8.3 - 11:6 Ib -ft depending on the type of wood and time of year. The visual, indicator for: proper torque is when thei EPDM on the underside of the•bonded washer begins to push out the sides as the washer compresses. if.using an • - impact wrench to install the'fasteners becarefuf notto'o rertorque the fastener. You may need to stop'and use a ratchet to finish:the install. Materials required: Bolt, EverFlash L,Foot and hardware, -orque vvrench with 1/2'"• , socket: r r INSTALL CROSSRAIL, Insert the T-, Bolt through the. L -Foot slot and into 'the :side channel -of CrossRail. . i Turn the T -Bolt clockwise ensuring that the mark at the eid of the shaft is "vertical, m'd'iceting proper alignment. Attach the M10 Serrated H©t Nut and tighten"to 25.8 Iti-ft (3s Nm). Make sure that the top oftheCrossRail is'ocated above th'e top'of the . L -Foot. Double check thatthe alignment marking on the end of'the T -Bolt shaft is vertical,'to ensure it s;properly engaged. Due to thermal expansion, we'recommend placing a gap,"of 1:25" 2 00" (3 -54. ; cm) every 65 ft (20 m) between rails. Maximum allowable spacirig'between thermal expansion gaps shall not &Eeed 80 ft'(24.4 rn). Materials required: CrossRail,•M 10 T-Bolt.(iise Bonding T -Bolt with dark rail), 1%r110. t serrated heir nut.' Instalhtion of CrossRail System 4 Locate the rafters and snap ho`riiontal and vertical lines to: mark the installation position for each EverFlash flashing. Drill a pilot hole (1/4'' diameter).for the'lag bolt. Backfill with appropriate sealant: Always consult a pnfessional roofer to ensue .integrity is maintained. Materials required: Tape measure','string fine, drill. ` INSERT. EVERFLASH FLASHING Insert the flashing so'the •top part is under the next rove o, shingles and pushed far enough up slope to prevent water infiltration through ver5cal joint in shingles. The ` leading edge of flashing must butt against'upper row of mails to prevent tuning when tourqued. + , (Materials required: E erFlash:flashing.. ., ATTACH EVERFLASH L -FOOT - Line up pilot hole with the EverFlash flashing hole. Insert :he lag bolt through the EPDM bonded washer, the L-Foot,'the gasketed hole in the flashing -and into -the rafter. Torque: The range is between 8.3 - 11:6 Ib -ft depending on the type of wood and time of year. The visual, indicator for: proper torque is when thei EPDM on the underside of the•bonded washer begins to push out the sides as the washer compresses. if.using an • - impact wrench to install the'fasteners becarefuf notto'o rertorque the fastener. You may need to stop'and use a ratchet to finish:the install. Materials required: Bolt, EverFlash L,Foot and hardware, -orque vvrench with 1/2'"• , socket: r r INSTALL CROSSRAIL, Insert the T-, Bolt through the. L -Foot slot and into 'the :side channel -of CrossRail. . i Turn the T -Bolt clockwise ensuring that the mark at the eid of the shaft is "vertical, m'd'iceting proper alignment. Attach the M10 Serrated H©t Nut and tighten"to 25.8 Iti-ft (3s Nm). Make sure that the top oftheCrossRail is'ocated above th'e top'of the . L -Foot. Double check thatthe alignment marking on the end of'the T -Bolt shaft is vertical,'to ensure it s;properly engaged. Due to thermal expansion, we'recommend placing a gap,"of 1:25" 2 00" (3 -54. ; cm) every 65 ft (20 m) between rails. Maximum allowable spacirig'between thermal expansion gaps shall not &Eeed 80 ft'(24.4 rn). Materials required: CrossRail,•M 10 T-Bolt.(iise Bonding T -Bolt with dark rail), 1%r110. t serrated heir nut.' Instalhtion of CrossRail System ' RAIL CON N'ECTOR'INSTALL'ATIOPJ ALIGN RAILS ' t Align the two rail ends next.to each:other.• , , • SLIDE RAIL CONNECTOR r , Slide the rail connector from below the rails, centering the connectorbetween the two Y _ rail ends. Ensure the rail connector doe3 not interfere witan L Foot or roof attachment. Note: the rail connector for Crossftail 48=S contains mating features, thus must be inserfed prior to aligning rails together (Step 5 above). r CONNECT RAILS r t — Attach the rail connector using two M10 t -bolts (use bonding t -bolts with'dark rail)' and hex nuts pet side (4 totalj. Ensure that the 'slot on the bottom of the t -bolt is ;, `; _ ®• vertical, indicating that the t - bolt head is properly ehgaged in the:rail channel. Torque M10 serrated hex nuts to 25.8. Ib -ft (35 Nm). 4 ° OPTIONAL:, ATTACH MICRO'INVERTERS OR POWER OPTIMIZERS ' - Using the Micro Inverter Mounting Kit Hardware from EvE rest Solar Systems, attach your, chosen_device to the top channel of,CrossRail.-Torque M8 Allen Bolt to 10.3 Ib -ft (14 Nm). Tightenirig tor4ue:10.3 lb -ft (14.Nrn). - Materials required: Micro Inverter Mounting Kit includes:.v18x20mm Allen'Bolt; M8 lock washer, M8'flat washer, MK2 (MK3 if using dark'rails) ° ;ATTACH ENIJ'CLAMPS' �r Insert the MK2 slot nut"of the pre assembled end clamps into the top channel'on CrossRail..While slightly lifting the plastic tabs, rotate 90 4egrees"Clockwise to engage', A !: t4e"MK2 into the channel. f 'Attach the end clamps to the module at the specified locations per the PV module;-, manufacturer's installation instructions: Torque the M8 belt to 10.3 Ib ft Ensure the clamp sits flush against the frame of the PV module, the X18. j° \` 1f Rt Never mount end clamps directly over;a rail connector or at the end of the rail: Ensure , minimum gap of 1 " (20mm) "exists from the end of the ail to ttie clamp. Tightening torque .10.3 Ib -ft (14 Nm). ~ ' Important: Verify module manufacturers recommended ta-que specification to ensure . .,,. . _ , . ' clamps are compatible. �• ' Waterials required: End Clam) Set . . Illl. 'iKy Y'S HFW� '�� yaL lfi Installation of CrossRail System'. • '9 ] 1! 5 ATTACHyMIDrCLAMPS. a "�; Insert the MK2,slot nutof the pre assembled mid clamps into the top channel on . CrossRail. While slightly Ilfting'the plastic tabs, rotate 90 degrees clockwise to engage the'MK2 into the channel: Attach the mid clamps to the module at the specified loeaions per the PV module" manufacturer's installation instructions. Torque ihe`M8 belt`to 10.3 Ib -ft. Emure'the 7 ,. w 1�s •' modules are'flush againstthe clamp, and torque. F • k important: Verify module manufacturers recommended to iaue `specification to ensure clamps are compatible. _ iNIaterials required: Mid Clamp Set k OPTIONAL: ATTACH END,CAPS w' Push the pins.of the appropriate end cap into, end of, the mil. i Materials- required: End cap SYSTEM'GROUNDING • CrossRail components are required to be electrically, bondad to ground via Burndy s a WEEB,Lug 8 O'Assembly (Burndy PIN 181810537572) anc the use of either #6 or #8, — AWG solid copper wire. i A minimum of one WEEB Lug 8-0 is required per each independentrow of module`s. The lug must be attached to the side channel of CrossReil. as shown: - . .7 r To attach the.WEEB l`ug 8 0, insert the M8 fi8olt�into fhe'sitle slot on CrossRail°andj rotate clockwise 90;degrees Attaih the renriam irig, cbrii ponents, as shown,.tightening the M8 sotrated ho'i nut to 10 Ib -ft (13:5 N m). --- Once the lug.hasbeen installed, a:#,G or -N8 AWG solid copper wire from a DC ground ~ ' location external to the ;array must be inserted in the equipment ground conductor location on the lug. Tor'Ue,the bolt to 51b=ft (6.7 N -m). , x Mounting systems for solar .technology.. } solar system' THANK YOU FOR CHOOSING AN EVE -REST SOLA:R'SYSTEMS MOUNTING SYSTEM-. _ � ► . Systems fromesSolar Systems are fast and simple to install. Please contact us if you have;any questions or ` suggestions for improvements. Weare looking forroard to,rreceive:your call-on;our; r •Service-Hotl1ne:+1760.301.5300 P = `- . A TERMS", N0 CONDITIONS r ' Product images are '—"fo�,illustratiVe purposes only. Specifications are subject to change without notice All sales of otir products shalClie subject to Everest Solar Systems terms and conditions, including the ezcluswe (imitetl warranty set forth th_erem The terms_and condiEfons car `be found at' htfpil/wwvu:ever'est-solarsystems.coinl'usldowriloads/'technical information:_html;; t • ' _., • - . 4 '- i NeuLg. J t rg O+k•noVnl(aU.9 ll�Ut/�Oi IS� S' _ -Everest Solar Systems,, LLC'K2 Systems International . '•lltn.LI.�1Y.,.. r: • UirJiw.uahi avr�stb7,YiM. r . •,.'• , 3809 Ocean Ranch Bhid: b?rorld headquarters, '.Suite '1 11. K2 Systems GmbH; Gepnaii - Oceanside, CA 92056 ±. K2 Systems SARI L,'.France ;� ; Tel x-1:,76,0.301.5300 0 Systems SRL;-Italy inG&Ve"rest-solarsysteills. com X2. Solar'hilounting,Solutiob Ltd:;, U1: `. hl+4MA+.e�%e��es.t-solarsystenls.com! ', - - � - --C E `R TIF FC,�1 t 7� 1. �1 ¢�� n L ✓�14 Certi-f c ate Number X20150626 Ea `Report Reference E46;772420 v o� atl�sue Dat�2,'C 5-dUNE-' stl r. � e r Jr j ,;lssuedjto. Everest Sola R 1 1,� �• t �� ��l�l'',,',� � - SteAA 1 3809 Ocean, `O'ceariside NC °������, n vil � Tnis isp certifyti,at $MOUNTIN`'G 11 Ott a Nt ft#1 s v6�• J�f�A�� ,1 t,l ;1'( 1'1.1 4 Y IT1-.. 1 ;1.t.,i1 t1'] J'Lr j M-PI-MRCE t,( J ► MOUNTINGtDEUICES.1 ^ ' 13 n�tn7i�n♦�I tr.ln l I I♦[+E� r/1I'1 I rc.r s.. ff N �fi 37 1!. ": 1#�/ 1.1 r . � •. :1 N 9 � w � � � w �.� {n' fir} h �L1J y{I� 7e7r1y � e �4wonly,those products bearing the,UL.Ce, ifcation•Markshould,be considered as be)ng°covered°by UL's' Cert6c`ationl4FolloO p Service. Look for the�UL Gem ncation MarK,Sprinduct. ; fj( , , f�� ►�;� quo' r f ti. l�i� ���� �.r F�,�y�r li°i,� �{.������i���i tlll� �°�� �. ���,�,� � 5��,� n) -� � ff�i?. �R� �'♦ `S °t �� � f�1d ,l� t' l,-) 1,�t . �i� r ► '� 1 •� , k �`, r .,.1 Brtutce MahrCnholL, Olreelor Norlh Amedean Cedilieoflon ProBrom UL LLC Any IntormeJlon and documentatlun Involving U,L Mark eervirea ore provided on behall of UL LLC (UL) or nny puthorizad Ilcenaee:ot UL. For queitioda, pleaso _ - - -- ` contact a Ioeal UL CuotomerSarvleo Repieaentallvo at httalAll com/ahaututnoca ons ,+' �� - -%— r-• q ",j Page 1••of 1t I U .. C V. , +" � y..: , r, Ftz c�" '� f'ze ��:.� � ■ '�,' rr • 'F ` , f J� • • _. • - .,,-}. ate.>,q,-e "` •�•� - F :;i ; •"' �- � S _. a... .. - ' .� ' Washer E ectrecal."'Equipment��jBo �d .. , ' a., --� w1r. ,,A-,- �-'--O, 'ER'. • INSTALLATION ANSTRUCTIONS .'For Ever ti`S®lar C " §R0 36Crossl4aa/ 4 .aria Cr®ssl4ail 80 IVlountr�ysterr�s ��iOy . a 'Btiffi4 L -LC recommends tliat the sufficient details of the.installation be submitted to'the AHJ for approval before.any work is stated. ,..ter e ,. '•®,+ � _ Off. h � ;� + • ' t . r ♦ }' . }. ,{ , f• Y ., ♦ • •,.+ _,� ®,• a i' y • r. .. i,.• - °' i i ProdLkfs we'tested to UL 467;..CAN/CSA=C22.Z1'No ;41 c us ,y ! ^• "�, Vw US/, Canadian standards'for safety grounding`a'n-d.bonding equipment.. , .nerk F 4 3 400,4:1,8$ , + y Document Number 50015303.Rev H_ "` •, . ©2014 BURNDY LLC. 6f 6 Page 1 iT f — ye ! PLEASE READ CAREFULLY ,, f3EFOFtE' INSTALLING e ,. '•®,+ � _ Off. h � ;� + • ' t . r ♦ }' . }. ,{ , f• Y ., ♦ • •,.+ _,� ®,• a i' y • r. .. i,.• - °' i i ProdLkfs we'tested to UL 467;..CAN/CSA=C22.Z1'No ;41 c us ,y ! ^• "�, Vw US/, Canadian standards'for safety grounding`a'n-d.bonding equipment.. , .nerk F 4 3 400,4:1,8$ , + y Document Number 50015303.Rev H_ "` •, . ©2014 BURNDY LLC. 6f 6 Page 1 iT f — KMC C:0`MPAT1-BJL1TY The WEEBO washe'rJamily of products can be''usbd to bonaluminum, ,q, anodized aluminp. - g vaniied steel, .steel and other electrically condOctive metal structures. A.K.install6tidrisshall-be in accordance with NEC ! requirements in.the ,US'A'and with CSXQ22.1 in Canada.The WEE81" washers are for use with modules that have, a maximum fuse rating of legs than 25A. Certain.module. frames do not have enough o.ugh structural strength to withstand the force requirqd.to embed a WEEBP washer. The'seftaines Will deform, and!therefore':no't allow, suffidieht penetration of the WEEBO Waghdr-teeth. The geh-eral requirements for minim6m1.,rhbdul6 frame thickness of "boxed" type module frames es are illustrateftelow. ror more informatioh regarding: module compatibility, *please see the.te-chnidal documents section of our website. M8, 'Socket Cap Screw Everest Solar M8 Serrated Mid'Clamp Belleville .Washer Fr: Anodized aluminum- PV lumindn-PV module frame WEEB-KMC Everest Sola - M,K2 Slot Nut :with t-li'o. Note: Compression. Spring NO LESS THAN 3:00mm_ NO GREATER THAN. 6.50 1 mm 1% NO THINNER, THAN 1.50mm IL 01 1 'Inspect each module fram6:used with a WEEB® device t& - ensure that ftbottorr mounting face of the frarrie is flat, and.that there are no hindrances to embedding WEEB® washer teeth. Qo not use a module with a frame that prevents washer teeth from,embOdding fully. Document Number 5001530.3 Rev H, 2014 - RURLNDY LLC. BURNDY- 'Page 2 of.6 SYSTEM'-OVERVI�EW,'O�F",EV:E,R Lk EST SO Rz s 1Nhen.position:6f solar•rhod6les " is finalised, torque fasteners to ®.' 'lift -lb'/ 14.91N m using'Penetrox-A ' on threads: r ars , ♦ i. r i. . , � _ _ , - °Impo ant_'notes ' '1., se ge i64p.urpose anti -seize. compound'on fastener,threads�when instating x . ' - .,_ � _ ,. ..•.. _. , E �WEEB�® washers 2`.7he RISC section 690 43 statesr`•`Exposed non current car`,rymg metal parts s tKm d616, k' frames; equipment,and conductor enclosures shall be grounded m accorilancewiritfi' " .250.134 or 50' 36(A) of voltage". ; Document Number. 5001'5303,R6 H r i9q, 3 2014 BURNDY LLC: BURN® 'Page 4,'of 6 , - SYSTEM,OVERVIEW f®F ,'8,V ��i so , SYSTEWUS CR., 'jL 8 } r1Nhen . position of solar nodules is finalized, torque faste:iers to' �r' lift=lb / 14.91N-4n:using Penetrox-A' ` on threads. ' .. ' • is . .• A -. a I .x•` � - . Ia ftipoilant�'t10t@s: ` A 1 Use general anti-seize c_ ompound'on `fastener threads when insta0ing; ,purpose WEE131"ma'shers. 2..The:NEC section-690:43 states;r,Exposed non=current carrying metal partsDf module' frame`s, equipment, ,and conductor enclosures shall be grounded iri'acco�tlance with •. -:2 501.1341or 250.136(A)•regardless,of voltage". ppf_pDku n6nt'Number 50015303 Rev H � '©2014 OM J BURNDY LLC. SURNOT ' k' Page 5 ,of 6 XI -DENOTES PLACES TO INSTALL WEEB-KMC } :CXR=4X1 ,WEEB-KMC NEEDED =CXR 4 X 1 = 4 ODD NUMBER .OF MODULES IN ROW X DENOTES PLACES TO INSTALL ° WEEB=KMC' CXR=5X`I WEEB-KMC _NEEDED = y[C +11 X R = [5+1] X1 "6" t Note: ` 'When replacing a single faulty module, Also rernove the adjacent module which:contacts -- the sameWEEB° washers as the faulty ,•module. This will ensure thatthere. are Heyer 'ungrounded modules m the array. Document Number 50015303 Rev.H V 20.14 BURNDY LLC: Page 6 of 6 — June 23, 2015 'Everest Solar Systems, LLC 3309 Ocean Ranch Blvd, Suite I I l Oceanside, CA 92056 Attn: Andy Neshat RE: CrossRrril PV Paurel Moturting.Systenr Evnlrratiore To whom it may concern: -'R 150G23CA 13:112 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 California. When installed per the conditions;and design criteria described krein, tj e CrossRail Solar PV Mounting System is compliant with the sections of the design reference documents noted below. Design Reference Documents 0 2013 Triennial Cdition of Title 2.4; California Code. of Regulations Based on 2012 International Building. Code & 2012 International ResidentidtCode o ASCE/SEI 7-10 - Minimum Design Loads for Buildings and OtlrerStructeres 6 2010 Aluminum Design Manual,'by the Aluminum Association o Section.and materials data provided by Everest Sglar Systems Rail section -properties appear i'n.the appendixto this report Overview 'The CrossRail PV -panel roof mounting system;consists,of extruded aluminum support rails spanning between points of attachment on an existing roof structure: This analysis'is limited to capacity of the, CrossRail only: Attachment of the CrossRail.Mounting System to the exiisting roof structure shall.be the responsibility of the installer,:and should be'analyzed bya,regislered'design professional "where required bythe local authority having jurisdiction. Methods &Design Parameters Applicable combinations of dead, wind, snow, and seismic loads were evaluated in ac.ordance with. ,current code "requirements to. determine allowable rail span lengths, based on iassumptions of single -span conditions and allowable deflection of L/60. -Design wind pressures were -.determined, using Components and .Cladding,calculaficns in Chapter 26-30 of -ASCE 7-10; using the.loading parameters listed below. Configurations not _onforming 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: 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 Im`oiment ENGINEERING + DESIGN 16530 Warwick Ave, Suite CS a Fairfax, VA 2.2030 0 Phone: 703-998-23500 Web: www.msE.gIIc.com CROSSRAIL MOUNTING S,YSTEM,EVALUATION dune 23_2015 0 PAGE 2 OF 3 CI21'50623CA 13:112 and wind load determination., Seismic criteria were considered, per provisions. cf ASCE 7-10. Chapter 13 with parameters specified below. While seismic effects did not appear togovern the capacity of this system; applicable seismic detailing requirements:should be satisfied ,%•hen 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): 110-200 mph o Building roof mean height: 30 ft. or less o Roof wind pressure, region: Zone 1- Zone 3 ` o Structural risk category: II o Wind exposure: B, C,'D o Seismic site class: D' o Seismic design category: A through E 0 0.2s MCER ground motion parameter (Ss): Notto exceed 2.000 o 1SACER ground -motion parameter (51): Not to exceed 1.250 ` o Component importance factor (1p):1.0 o, Component acceleration factor, (x1,):1.0 o Component response modification factor (9p): 1.5, o Panel orientation:• Portrait or Landscape o Panel installation angle Flush with roof slope' o Roof slope (8)': 0-7"; >7-27 >27-45 ' besignAesults The allowable span lengths of the system are principallycontrolled by applicable v<ind and_snow.:. _ ._ load`s- to the structure. Refer_ to„th"e CrossRail span tables �in the appendix to :thi§,document for recommended rail configurations based on combinations of,these, loading, parameters. `Note: that reaction Aciads provided 'in the, attached tables are only applicable when, used with the tcorresponding s-oliiri length re,"corbft endations provided therein. These reactions clay be. scaled �'linearly.when.shorier spans are used. Installation Notes The following guidelines apply to all installations usingahe Ce--ossRail product line:. o Tables assume two independent support railsper row with.either panel orientation. • Maximum' end cantilever' o_f aluminum 'support rail shall not exceed one= -third. (113) of allowable span in the roof wind pressur-e,ione ofthe cantilever. • Rails shall be continuous (not spliced) over a minimum -of two supports. -o Installation over roof overhangs or.within W' of any'roof edge isnot-advised.: o 0bserve.all local jurisdictional requirements regarding.roof setback requirements. o 'Ensure that actual span length does not exceed capacity of roof attachment. n om'gnt ENGINEERING + DESIGN 10530 Warwick Ave, Suite C5,0 Fairfax, VA 22030 o Phone: 703-998-23500 Web: %vMv.mseg11c.com I ,CROSSRAIL MOUNTING SYSTEM EVALUATION, lune 23, 2015 0 PAGE 3 OF 3 CRI' 06__13CA1::11' Summary :This assessment has provided design'vandation for'code=comphaiit insfallations.of the CrossRail PV Mounting System in. the State of'California fpi ;the configuiatio- -and design loadings noted _ i x !previously; the attached spah tables'representmaximum span lengths based on allouvalile stresses " and deflection criteria:. For all Other configurati0ris; refer�to Everest Solar Systems foi engineering i support. TJ This 'report, does not provide analysis of r; #tachmegtPardware; nor of any existing structures, as maybe required by the local author ity having:juris. ��_dlction._ y We appi eciate the opportunity to have assr.sted you with this project; Should you haw any further �I questions regarding this analysis, please feel;free to contact .us by phone or email. j Best Rani ir,r FSSJnti,l r • �;! n l T i t o: C 0695 Exo. 12-31'4 � to t ; 'FUF�AI�F�. . Shawn P. Kelley.,P.E. Principal: moment ENGINEERING +-DESIGN -. - i Splcelley msegllecom - �. l a ,r Q mOmeht ENGINEERING + DESIGN 10530 Warwick Ave, Suit -e C5 o Fairfax, VA 22030 o'Phone: 703-998=23SOo Web: %Ar%vW.msegllc.com a 1111 - CROSSRAIL MOUNTING SYSTEM EVALUATION' APPENDIX L• PAGES OF 36 CRIS0623112 June 23, 2015 'Table 1:5:'Maziinum Span-Lengtfi':(in:),c.lNind Exposure C Condition. Exposure _ Roof Wind Pressure-Zone:1' "- Roof.Wind Pressure Zone 2. Roof Wind Pressure,2one3. - Roof Snow Load(psf) .. Roof Snow:Load (psf) Roof Snow Load (psf) . - •C Ultimate Wind Rail Type 30K 40 A5� c 10 30 _ 40- 50 Speed ,V.(mph) 0.: s'lU' . ,20 w 30 _ ,.r,�40;F` r,..0,. ° 10�-'.20 ,- s: :10.. .20 :, t X128 118" 108 99, 87 78' 1`15' 115 108 + 99l 87� X78 93 r _ $93 93 93�Y r87 78 110 `"X48 �! .'"99*88 � . ,2• . 81•,ti 7,2 t 63� ?56 79 i , 79 a 79iK 72 - ° 63+ 56 ' 64 : 64 H 64- . 64 ' ^63 ,56 wN _. 48-S 9.0, 'f85 73 63 _ ;:55.. , ,50 ' .71; 71 7.1�._, , ,63 55 ,-, 50 - , si7 57;__ .:57: _ 57 55.. 50 }-} - X80 128 118' 108` 99 87 "j 78 116 f 108 , 99r ' ;�81, 78- X89 -.. - 89 ` ` 89 ` 89 �.-.T 87 78 r►, f --- ... 92 - ��`88`_ 7 X81:` 72- 63 Ei56 S 7 T .; _110 75 �.�.� i,75 r �... 72:, 1111 63_.`.. 56 ✓ : 61 '61= ,'r61 61 ;_:61 ., 56 ILI_,! _ '487S 87 ' .85: 73 63 55'.r, .� 50 =. 67- _ 67:. 67-•_ „• 63,11 55 .., -,50-:,-.- 55 55. 55 _ 55 55.., 50- i a X80 '128 .172tr 118 ,- -- 108 ` r g� 999' ,�-sr,_, 87;- -r X78 105 •,- E 105' ►'--•-;# 105 •: --• 99' ' 87 ,' ` 78 W -,r --r - -r, � ' , 85 _ •58 Z8 - X48. 89 - 88;'� 81 72 63 .. 56 63 56 r 58 58 r ;58 . , 58 55: ,�487S 85 85 73 -63 _, 55;4. ' .50r r 65 -e 65.�_ -;.65-: "� ,63,.,,- 55 .. 50 --: ,:;w52y 52 ;52 _52: a _52'- , :50._ ., Y X80, `123 117 107 4 `99 87 i 78 97 �T 97 - r r 97 ` ` 97 87 78 • ' 79 v T 79 ' 79 " - 79 - 79 r 78 i 1 130 X4884'80 `t72, 63 56 66 . 66 t 66 .T.66 63 - 56 : S4 54 i 54 ~ 54 .54 54 _ 48 5` 7,8. .117 78.1s_ •_7.3 x593'.: 59,_.. , °591st a g59j,855� i50 r ,'48_ �7�48, `73 ,. ° X80 11$ — 1106 _ = `99 �71. 87 -63rk _ r,78 90 ' _ •90 ' +r 90 90: 87 78 ., _ . 73 =73'. 73 "73 73 _ - -- 0. •' 140_ x_86 X48 • ., 79'.` 79.� 56 6L. r- 61 61-_: 61 61 �n 56 .50 i S0+ 50 so-,,_ 50 S0 k485 _ 72._ 72t_ 71 631 55 50,i* 55 (° : I� 55 u 55 t ' N t 55 (w r, SSi ,. 50 t45 x ,_ 45 _ I" i 4S . . `45r� X45-45 h, X80 109 11U4 .` 97 87 78 84 'i " 84 ;.N84`4 84. 78 681i - p _109 ,5.. 69 X63,=56 57:; �84 57 57� 57 57 '" _ 56 46 j 46 46 46 46._f i '75 • e 46 -' _ 48-5 671. 67:. ,67 ,- 61�_x 55h 50'k i 51 z` 51"=, . (51, cL51(. ,Sltr I~. 50 ;i 42- ► r;-42, ic.42 y 42 n 3421 -142�� X80 X48 102 70• . 102' 70 ' 102" X70 .� 96 -` + 68. -, g7 6256 Y 78 -� `78-' ' 54. ° 78 i j 54 ! 78 ` +� 8 _ `54 + •F 78' �. 5t. 78 Y ' .54, -� 78 -•rK.f— 54 r' 64 it 43 E - 64 +64 -. 43, '6 4 43 _ 43 43 _ - 43 48-5. 63 " 63: _ t.63.' _ si60`. . ;i55:t...50 •» ± 48 ,'I .:- 4.8'., ,i48es • G48•�+, x,48;.. _ ,48 ,f ` c39 ._ :...39- -L-3 . X80 96 _ j 961 µ 9�6_ i( 66 i 94 66. 86 7 61 78 56 74 50: 74 ,+66 50 fl74� X74 50 74 :. 50, 5 74 50 , 60t ~a 41 � 60 .41 , 60 ` • '41 60 41 X60 �60 ."48,5" t 59 59.. 59;*.. _'-59'.:� i54_- , <50 .: ..45;. ',45_, . +'45ir 45:,; 45;: „45! ..:37 A. -'37,.'-37 :.w :37:.r:_'. 37_ X80 91 91'' 91 fr 91 84 78 70 ` 70 ' 70 70 i 70 ' 70 S7 ♦� 5757 +vs• + 57 —Y b7 _ +. * 57 4 w, y = X48 ' 62 .x,62 •i . , 62 :� f 62 ., _ 60 . 56 a 47i 1 , 47 r� ...Vw. , 47 r y�+w ` 47 , r^ •�+.... 47, .. F k— .�. _v 47.3` .,.. 1:n . 39 ". ter•., , - 39 . • ... . .39 _- 39, J9 39, _ 55 55...:. 55 . 55, ,, - .53f 49. ', 1, 0, "- , .43; _ 43 .43 ,.:. _ 43 ,;., . •. 43> c �. 35 . _ 3%.,.- , _ 351. } :; 35.° ei I.; 35 48-5' X80' 81 81' 8 81 �+-81-- 76 62`- 62 r62 `L62, ` 62_ r 62 X43 _51 r X51 X51 '51 `51 51 r X48, ,ft 5 g 5 x,55 • '55 55li 54.: 43;y_� . 43 4�3 ' .43 43 a 35 - r,35. ,. 48-S 50' 50 • 50 50, -50' 48 38 . 38 38 38 38 38 31 31 31 31 31 31 - `IllOill'llelllt ENGINEERING;,+ DESIGN , 10530 Warwick Ave, Suite C5 - Fairfax, VA 22030 - Phone: 703-998-2350 Web: www.niseglic.com CROSSRAIL- MOU_ NTING SYSTEM EVALUATION_ CR150623112 ' ' APPENDIX.1: PAGE 6 OF 36 June 23, 2015 _.Table 1:6:•Maximum Uplift (Ib.) = Wind Exposure C:Condition: Exposure_.:._ Roof Wind Pressure Zone 1.., _ ' ` ' - ` ' ' Roof Wind Pressure Zone 2 Roof Wind Pressure Zone 3 Ultimate Wind R60 1' - -Roof Snow Load:(pif) _ Roof Snow Load (psf) Roof Snow Load (psf) -rt < _... 20�_ SOY 0; ., 30t 40 `.� _ 50 �• '� -10 �40, 50 l .0 Speed V (mph) Type • . 0, .. % r 30 _ 40 ,i d10 � , �2Q tea, . _=0 :_, £l ,20 t-.30 X80 X48 '-489 3618 1 ._e:- t -378 -273, -331 t1s"-716:,Wil ,239: _ 298 215 •' -768' ` -523 - 768 523 :: is 716 L 659 -47,6 577 : -417 -520' -375'-652' -954, -954 -652 _ =954 1 Y -652, -. -954 ;652 '-886 r.8110 -640, 798_` -57648-5- 344 0;1, 1-- ;-341`- .:-2112 .r-190_ -4711 -471 :.-4713,•-420- •:-368 .i : -33 L; t-584. x.=584-;,� 58.4,: =S84:' , =565;' _.-509- ;)7L X80 '"539 3, x-416 ;-365 328 -805 805 , ' 40 724 x-634 -571'; =999r =999 =999 =999' X972 , 475-, X48. ,'-385,_9 , =301 -263 237 - -552 ' =551, -551.* =523 ' ;.-458 -412 : =683 r-=68383 =683�. 48-5 -367". . -358 .;39, -265 x232;,,:;-209 ,,-493, ,r X93,„? _-493-i. ,;,461, ..404 rr-364 ,,":6111,; -611>, _ -611,.,-;611. ,;-611_ 557- '•'' Y X80` -591 Vin. -.a 5429_6 r+r _ "-457 �-- -- -400- - 36U . r--:sa"' -843.1. F, ...-..+..� 843' ..+-.. q' 843 ? �.,.s 793 :..�.z�.. .�. 694 -625;1 .. .---• -1044+ ,.:_q -1044 -10441 .1044 -1044 -955'' 120'•;+ r X48 =409 '-406- -372 -330 -289 =260 577 i 577 57!7."1 . 573- ..-SUl -451•+ -713 =713 =713 t -713. -713 ,690 t -.48-5 _ =390 ; -390,. :..338- 291. _.255„1 , _-229;..516,,. ,� 516: 516 j s,505Tj ,r.; 442 _ ,E -398”, ;h 63%a '09,:, -639 _ -- 639;, ..-639 , _ =608: s._ __j_ - - -X80 -.-.._. 675 ----•.--..... 639 .-- --••-• 5'86 -r.�ra'--�- 543 •ter- -475 415- .. -428 917' 917 fi 917 -917:, _820 -738 --533 =1135` ;1135 "-1135 1135 1135 1126' i = 130 , , -•, �..,. X48 '-459 }='459 -439; -392 -343 _ .may-. 309 r... -627 -627 ' 627 627 592 -775 =775 n5 775 `•-775 -77S +48-S, -427 , .,� 427, , --398_'1. � r3,46 303 -272 , �470,t• ;!'-694 ;,=6942, -694 - ,z,,694L, E 694.E P�._694, X80' X750 737 6 9 -636 557 ` r 50 991 991 ' 1 491; '457 ` 461' -1224 1224 ► 1224 4224 =1224 :1224 O • 140 ' X48 .'':510 -510 , =509 =454 - -402 -362 677 677 }991 ry 677 j . -677 677, -622 !l _-836' . -836 ,836 -8336 836 -836 o , . 5.-=462 , 462-, =456;- +402}y s 355ds 319 , 6074, ss� 607; ,, 607�r6Q7'� ;'`607,' ,�549749� ,749,1 _ 749z7,49z q-749 Fr� r 749-� V7 X80 :-812 -812 17767 1 -724 ' 644 580 _ -1065 _ 1065 { 1065% ff-t�r `�"e -1065' =1065 -992= -13141 `-1314 v-1314,.- 41314 1314 -..� �-. (. X48. ...+—.vr..� ''-555 , ,^--rte.. `=555' 55„ f.--�. l S15 .Y. -sir.` =465 trR. -919 .,-- -727' r ,.-.,.. -727 i °727. ,., yr.. '. 727' �.r 727 -717 -897), =897 -897 i =897 -897 897 O O ; . 48x5 w. 497; c497x 497:a t 456''t t -4.16 �Sr`3694 jI 65i; , k 651' - ,i , 651 'ic 651 l 651 E� '�'-632 r.-804 a ;804 �. ��-.- r 804 ,t 3804 - =,804 . >. „ 804; ' X80 -870` �- '-. 870 j"r-�--'^ =870 arcr� + -816M r -•+. °738 ^-tda..= 7664 `;tin 1139 - '-1139=' +-,--.�1 1139 *t.-:., 1139` h-sK1-r `-1139` =11345 - .-„...ss, -1404 =1404 "2404 f.� -1904 - -. X1404 ri 4404 1..v -•-.5 r �] X48 • . 594, '=594 , -594: ' -579,, j_-'527 ,-480 777 l 777`(_ 777.x, - 777 777..! Lain : -7771' �-958 � l -=958 _=95$ '48-5, -532 =532 ' -532 ''=513` . -467: =423.; a'=6963. '=696,- _'-696'1! .r-696;(;.'696.,, _6961 :`859':' :8592, '.-:859 r 8592 i+-859' S-859 X80 -926 "926 X926 -9U9 837_ X753 1212'„t1212” 1~12_12_! III'. 1212? X 212, -1494” X1494_X1494 _1494 14941-1494 Xr48 .• -633__=633 ° "-633, =633 " -588 t-544 _. -827 I -827?+ 1827 ; .. =827_ �-827. 827 -1019 -1019: ,`:1019 t =1019.; =1019 =10191 a^ 48 5 -567 =567. -567' � c5.67:'. 521t':', ?. =480;-1 "','=741",',-7_41, �t 741;7; ,t, 741?' ; 741?, ,.. 741 q x913 K-913, , ':: =913)' ` X80 X48' , 984 =672" 984 .4 x.«.+ -.r : -672 ; 984 ,.i..�.�... ^' 672; 984 t�-��-,. -672_ 917 '•t'-+ ". -652 ?=848 Sy' .605 1285 r-+, -877' 1285; ^1 =a4_' ?877,11 '-1285' ( 877. " 1285. '-w..� . ^ ..877' -1285 L',._' , 7 . 8.7„7 : =1285 - ; -877. -1583 801 -1080 =1583 .-1080: i-1583 t ,1583 1583 +.-:...�.1 `1583 ` ..rc- -1080 =1080 ..-1080 , -1080 ► ; .'48-5. -:-602 -1-602' _-601 7602 -578 _ .-536 -786 ; ;786, A 786„ ;, 786 y; ;_ 786 , 7,86: ,-=96$;� �_=968 a-968 :. X968 � 968 968• X80, -1098' 1098 1098 1098 =1098 `1028 1431 1431 ' 1431'1431 -1431. X1431; -17624 -1763 y=1762+ -1762 1762 1762” rte, . .»i._•-•--' =749, .—., -749 ..--- -749 t �.---- -749 ---�:-- �.-749 tom•- tr- =730 _ _�-_ .:976. . -976'. '=976 97,6 976';' ._ 9761: -- -1202 =.1202 t -1202 -1202? =3202 = '202_? 48-5` -671 •-671? -671 -671 '.-671 -647 -875.: --875 -875. =875. -875 -875` -1077 .-1077 -1077 '-1077:.-1077 1 -1077. 1tIl6meni ENGINEERING + DESIGN j 10530 Warwick Ave, Suite CS -.Fairfax, VA 22030 - Phone: 703-998-2350 -Web: www.msegllc.com CROSSRAIL MOUNTING SYSTEM EVALUATION CR150623112 - APPENDIX 1: PAGE 7 OF 3.6 June 23 2015 'Table 1.7: Maximum Downforce;(Ib.) - Wind Exposure C.Condition. Exposure. `Roof Wind Pressure. Zone 1 _ Roof Wind Pressure Zone 2 - Roof Wind Pressure Zone:3 i Ultimate Wind Rail ITYpe, Roof Snow Load (psf)' "tz(P� Roof Snow Load s Roof Snow Load (psf) 0 30 _ _ ,, 20 30: 40 [ ~504 i0'-.,. ,- 10 �} E t: 20 _ i� x r: _ • 30 t 40 SO ., -; 0. _. 10 x,. r , 20 ;b 30 X40 z 50 V Speed; V,(mPh) 110 X80 `L36 -, X48.. 472 ' , :353 U• - 616 461 74t248 53 942. 680 _ • 329 - 224- 463. 315 616 t, +_ 3 449,x'" 742 536, - 848 • r. 612 942 680: 266 182 )' ', 374 ,256, ? 534 365 699 .478 x,'848 612'48-5. 942 341: 420,. 47 ;.x600 ;201_. 283..._405. � •,473`...'S40i: _600:x.163,_. ,229.E 2 .327_; 428. _-:-540-.: A.. 600 X80 472" 616 X74 942 314µr442 616 ,f 742 - 8 942 254 ` 358 . '510 668 848 9 �_X48r.x353 461. 53! 680 , 215 .15 302 ' s431 536 .612 ,,._680 173,1 244 349 - 456 596 680 48-S 249 ,j 341 420 , 473_ 540, '. 600 ' ,: 192+ 'W 271,;.: ,386: a .x.,473., _,540._; .:x,600 „i �-,155i ,.•, 219 , .1312 , ' 409„, , 534. ,1,_ .00 X80. 365- 472 448 422 . ” 603' l� 742 '848'' 942 243 342 ; "489 a 640 835 '942'j ^ 120 apt; _X.48,. ;253.' 353,- .461 536 ..� 612 -.289 •` �,� 412, G . iso.., ; 536 Zq._, 612•. _ „ 680 - 166 234_, .334 437 570 68U. 48-5 ` .241r 3391 420 •;, 473 , 540. t68 '; 259,_'. _3369, •+_473_., !, 540; :606 ? :149 ' ,� 209 z, /_ 299's -392 - 511 a ;,1.600 - • 1 X80 374 484 - 627' - + 156 848 ` 403 " ik 569 ' 735" 848 : ` `942'' ti , 239 " 326. �130 1 461 :596 1691 942 I '-': X48'. .254 .ter.-� 348 -rz^ -•' ,470- s._... '542• ��-_.. 612 ! 275 389 502 612 '-680 1631 223 315 407 525 648 `448-5'_ .236 . 323_ r 425o., x'478-: x540_ F6001;u180'> 246 348 tat_450 • I , :„540_ x x600 r �146v ,;200r..,282,,:,.-,�36, 4 ° - X80 397 508. _ '649 778 - 848 ,942 306 398 ; '!,,-552 - ”` 705 ' 848 • 942 ,' 248 323- -449 ' '513 .713 880 391 487 601 .' .O > 146• '� X48 270 5•352 .486 r '555 612 1686 20.9 272:. 377 482 600 680 169 ' 220 306: C 48..5 , 245s 318„ k 436 a 491* .'540 , 600,E u 187Jy 243E : y, 338 •: 432 '1538 + 4 ,600 :,152' 3 197 r _ 274 ,�„ 3S0,� 436 X80, 418' 'S19t 674 796 T857 y9 320ri .39 ( 541 684 828 323439 556 672 820. _459 560 i' 0 > • X48 1286 355 1483 r 566 619 680.. 219 271 ,369 467 565 _942 680 , c260J 178 220 3b6- _U. '3.79. x,.48=5,. 1TT„256 `• ..:318; .1432,, 15.028-, ti546;�t 600,'�e ' 19.6. ,i�2434: X331 lq'41914'• ,506.E ;.6001 L 159 197E �;268�a j 340�i 411 [ _502'• 0 � t X80 _ 434 _51 1692 814 884'_ X94#2 ; 333 N X397 T 531665 :800 942 r `-271 t. 322 +431 X541 X48 29,7._ 354 423 ! • 57.8 632 •680 227 s 27 , b 271. u363 :.454 546.: " 646 ,r - 185 a' 220 294 } :369 443-.—S2 4 48-5 __ _266 317 424: 512,_ 5.60; 600„ s 204-`. : 243 . - �325s ;14407;u !489' 578?�) _ 4+'166 i x,.'197. ,1`1264 :331 t 1 397 .,4 70, - X80 X48 y� 453 309: — 520 .355 -- 684. 467• 832� 580• - 905 : 644. 957 691 - 347,E 2371 399: 272,► 525 X358"1 &61�1 778 531 904 ,617 282 193 " 324 221 ' 427 ' '291 X529 361 632734 431 501, c N 48=5 277.. 1318. .419: 519. , .570. • = 610• : 213: s v 244 -; ; 321 •;., .. 398 476 . --;553;,L 173; ..:198 a .261 _ 323 , . ',386, , 949, _X80 472 --•. - 524 -X679" .� 834 923 198.6 363= 402' �- _ a #i 521 " Y641 -�-� 760 t 879_ - , 295 - 327 7' 424 521 - 617 714 -- X48 f'?323 _ 358r. 464 57U ; 656, jam- 704' : • 247 275 �� 356: .43,7,. -I 518 600 J, 201u1 .223: 289 355 + # 421 487, r 3,48;5„ r 289: ;;321 416'_ 5301__;;:,SSlk m'623'a.L33 222 246 c: 319,' '392.'...465 .,537,, rt180•_' "200r •'.25%� 31. _-37x7_„ ,437_: T675954 1024 412 '.' 519 626T ; 733 84035 . 422 509 596 msµ X48 349 t.._ 461' + •556 651 • 727 -281.1 354° •. -' 4271+ 500, • 573 :. 218' .229' ` 288 .347 407 466,. 48-5 313 , 328 413! "498 ` 583' . • 645 - 241 ' ' 252 .317 383: 448 514 .196 • 205 x258 ` . 311 365 °418-. mdment-ENGINEERING + DESI6N 10530 Warwick Ave; Suite C5 -.Fairfax, VA 22030 - Phone: 703-998-2350 - Web: www.m§egllc.com - G CROSSRAIL MOUNTING SYSTEM -EVALUATION APPENDIX 1: PAGE'8'017 36 CR150623112 June 23, 2015 _ _ Table.l.8:,Maximum,Shear(lb.) -Wind; Exposure C_Condition Exposure Roof Wind Pressure Zone 1 Roof Wind Pressure Zone 2 .Roof Wind Pressure Zone:3 Ultimate Wind Rail Roof Snow Load(Pso Roof Snow Load (psf) Roof Snow load (psf) �„10; -, kf T- 20 � 30 , .,. 40: ” 50I ti Q } ,10 , z , 20 ', 30 40 ,. # S0 , 0 .: (- '30_� - -20 30 •, .40 • 50 ty�X80 F 9 36' S9'" ^r44i 78 89 99 8 - 36!! 59 78° X56 89 99 E 6` ' 29 - ` '51 74 +89 110 y ! X48 t 6�.• 127' 56 4Z , 71, 4 5 '_,24=" -_ • 64 �• 71 f 4 r. 20 3S-,. 50 w ;64 71 48-S 6 ._ .26 40 SO-- S7 `. 63 I ;5 2239_ ..50 57 63 r' -4, _ 18 31 '45'_ _ -57 63 X80 " ' 9- 36�t 59' • 78 89 ` _99� 7 34-- ` 59 78' 89 99 . - 6 27 t 49 '70.'-'. 89 99 X48 s 115 '+ Y r 6 .t27 44w 56.� . 64 711~ 5� z.23 "� }41 56 64 = X71 .. 4 ) ;19 3348 tiiT ,, 63 71 _ _ 48-S. 6 26 40 - 50 457• = 63,.. _ S. a 21 . t 37*, , 50 ,,157 63 _,4 17-'1_30 43 56 63- '; '' r z X80 m9 36 "27:a 59 44 78 89 ` 99 7 32 'H 58 ' 781 89 996 li 26 --'47 67 a88 99 120 r it :X48 6 . 56 • 64 71 5 22 39 56 64 71 4 38 f : 32 $6 60 7,11 � .6._ _ 26 _ - .2'40 .. 50'. ._.57 'i ' 63,,..; _.4�" ' 20_.,, X35 i .:Ari50, ;. =' S7 .....:63„a u4- 16 .! 29w_ — 5 X80` iii 8 36 t 59• 78 ` 89 - 99 - 7” 30� '' S3 76' _.89_ 99 -5. °- 24 "43 62 $1 99! 130` X48 r I h6 , 26 X44" '. 56 fi4 , ry71 4 20 t, X36 2 64 J�71 i 4 y 17,- , ..29 - 42 ! 55 68, a - 48-S _ 5 :_. 24 40 '_; 50 -; 57, 63; - 4 - 18.. ; 33 ,: „_ 47; ,:.,57 ; 63.:! ; 3 x,15 58-- 78 89 r 6 '28, ' 49 8999 5 22 -40 � 57 75 92 140 `X4848 5 , ;24 " o-_ 43 56 , 64 r _99 " 71' 4 t 9 '� +34 -- rt7` AM . ter" " 631 71 3 + 15 . 2 _ °39 49'..' �- _. 51 �_.63 t = -.48-S ,;5. _ ; 22 _ .39 . _ 49.- . P59.. �'63. 4,a: '•,,17 _'• 30; r F"; 4311` ,,. 57 t63.4 ; 3, _ a14_ HX80` LL . 7 _ .� 34 - 57 n 77 ,,89 99r' 6 26 46 66 86 ' 99 5 21 !37 54 - 70 86 ' pO ` 7' ! X4i- .. 5 y'5'-� X 23 "' FR ^� 41 ! 1F t 55 .., .y 64 71 v �.... , .4 ...�.f b 18 +. y X31 ! ,� = _45 rT.- �'t. 59 '^�L3'�. r71 ,. .iR f 3 ,a ♦ 14 ---•..... 25 It-� 37 48 .�.i`a.. '^i S9 8 .5 ,21 . 37^. _ 8E - sL40,:, 3s _ , . ig3 ��is 53,4 , 80' 7- ��'Y 31.'•` 56 rr•.-.� 38 76 89_ ` 64 w 99 ' S 24S' ? 43 f 62 11 81 , 99 4 7 LL20 35 "5_0 —65 "':81 L X48'_1 21 5,4 .71 4 : 16 9 �y 42 ^ i, SS r , 68 °i 3 ,:13 24 34 45 55 48=S, W4. ..._ 19` . 434: ',-48,. X56 -1 _ 63. ':3.:. ::�15`?- '..26,1; .r38�+' s. 49„ ;61✓.: ,.3 ::-12 ;1 ,,21,_ r. 31.r� _ _4.0f.. x,:_49, X80 30 a 5 74 88 x,58 r6� 18 3ii:,_ A6_2 76 �.---,---.a. j u4 -_ - . 2__ K 36 _ 52 - 63 71 ' L3. ,15 . 28 r 40 f; `. 52 . 64 _ _4 . 3 I . 13.. 22 �47 32 42 52 48-S' 4. 18 32._ 46. 56.,:.. 63. . ' .3..'. 141 25 :a46 :,, 2 20 38 46.; X80 6 y r 2 h71� 87 99 5 21 ' 38 ' S5i ' 71 _.=57 88 4 _11 '`�17 31 :29�, 45 X58 72_ f • '' " X48 4': k 19 X50 49 62 = Zl' 3' +`15��.-26.1 37 49,ti 112 _ f 49 ~n Y .34tH' __ . _ .i_ 60.x,' ., 3 - 21, 30, 40 485S .._4 - 17 30 . '44._, a.,.,55.. 63. .3,_.r _.',13.. ' 23',i •,;33.-.., ..44. _ 54�a i2_.., _. 11 . _ '19 -27f r`36 , : -44 _ < X80"`` ` 4'� X45 - b4 84 97 4 ,e �. ' 3 •- 49{` ry=64 ,3 16 28'Wk 452 _ i ,X48 17 30 44� . 57__69,j3" :;13 f}i 23 34 -n 44` 54 r 2 11 Y19. 27 3644 t 48-S 3. 15..: 27 1. 39 -51 61- -. 3' 12 21 30 39 48 Y 10 .17' 24'- ' 32 39 •. II$ome'nt ENGINEERING + DESIGN: 10530 Warwick,Ave'. Suite CS -'Fairfax, VA 22030 - Phone: 703-998-2350 - Web: www.msegllc.com ' 4 • i CROSSRAIL MOUNTING SYSTEM EVALUATION APPENDIX I: PAGE 17 OF 36 CRlS0623112. June.23,.2015 • t _ Jable,1:17:: Maximum Span Length,(in.) - Wind Exposure,C•Condition �.. Exposure; C5P - - Ultimate Wind eed,'V (mph)'Type. Rail Roof Wind Pressure Zoned Roof Wind Pressure'Zone2 Roof Wind. Pressure Zone 3" Roof Snow Load (pso Roof Snow.Load (psf) - -- Roof Snow Load (psf) 0 - -.r `30 40. _ .t 50 O.t .:i n.«£- = 10 . (e,20 ' r� -;-s ., • s 30 40- - 50 _0. 0,. -- _ �- 10 y'_. 120y 30, : _ 40 _.t 5p r �.3'." :.z 110 I X80' b••-•-,{�-16 1 X48 1-127 `-,�.,. - 95 `118 ' r-,r»� ' 88 _ 98 tr;... 77r .58_.. 71 ....--•. �,�+y; Y52 180 ' i 1180 • l 77 : i_ 66'. a S8. , 52 • ' ". 66. 95 1; 95 • 66 95 951, '66 r T 81 .66 • 71 �,,Sg 64 52 t48 5 91 81, 67. P_'66 ` 49 .. 44' 72 72 67"' 56. 49 44 S9 59 59 .56 49, '44 r • 120; }' ` ( •- ': 124 to 93 11T 87 a 98 , 77; 71 "_ 58: 64 52 111 77 111', "77 ! 98 . ' 77. ;° 81 ` <' 66; 71 r .58 , ^ ' 6-4 , 53 +, 91 . 63 91 63 "9 I63 =`X80 :81 ;63 . -71X48 .58, 48-5 X80 'X48 90 - '122 )+ 91 80" 116: 87 ` ' 66 97'' 7,6; 56 t 81 66 T _, 49 ._ . 71 58 - 44 "64 52 ' 68=- 106 73 68; =106 73 66 �' 97'5 73 .56_ '4 81 _. 66 49 _ 71 58' ' 44 , 64,. u52 1' 56 _ 87 t► 60 .56 81 60 ,, 56 .87 1 , 60 56 t31 - b0 49 )71 X58 44 52 4.8,S 8Z :78. 65 _ 'S6" . __49t __44 - _. _66 ;x66=,.' ;_.,65_„ x.56, .. '3,49-.:: _44 _A41.1-_,54 ._ ,_:.54 - -54 _ X49•, _= F_44,, ��,� +... (: •', X80 118 113 i85'' 95'- •.7,4 81 .' "•" 65. 71 ':r^T X58 641-' 52 ? 98 68 ' 98' '"- '•.,,_�. '68` i-95 68 81"`' 65f '71 -- -+.r-. 58` � 64 52 81 i 55 F �81 55 �•81,.i d'S5 r H 81 _55 'Z1 X55 - 64 48-5 ..80, 76_, _ 64 564, •'49,:�r 44. 60l"1k,601,_r_ 60 ,+56,x: ,'49 -, 44�; GSO_:-::_,50ry, ;`50„j, .x.50 Ev49._��_44r'. 140 X80 ~ X48 114 . 82T 111 ` 82� 93 ; 72 81 64 71 58; 64� - 52 91 63 91 _ 63 4` 91' ,63 8_1V'71° __634_;;, 58 64 52 75 51 aL 75 -51 75 151 75 51 71 51 64 51 48-5' 74 ,. 73 : 62,% , 55: ® 49 J t 44 ; 56 i; ' S6 `", , 56, A ' � 55 i r. ,_ 49 ,. i w 44 '+ � 46 46 � 46 i _ <46+ Y 46 � : _44;-_ n i' 0: 0: _ X48 485 111 109 ..78 . 69, 92 7.0 r 61... 81 i .62 _ 54 ; 71 ,5T' `- 49_ 64 S2 71 �r 44,a - $5_ S8 52�� r 85 58'' 5 2: 85 S'8 a �,, 52 �. 81 % 58i 4,_44- 5 2 � ' Zl ST t'- Y 49- , � _ 64 ^ 52 i : 44 X70 " 48 - .i � �_-43 70 _:48 ..�� 43 " 70 r f 48 43 � _ .70 _ :'48 43 1 '� 70 .48 43 - 64.,j _ ii�4� c69:.. 48i 43• �_ t X80 ..r . 105 �t .. 73'F 105`* 73 0 s . .168- 79 +61,. 71 r• ->n , 56 64 r «rr 52 , 80 �; 55. 55 _ 4,"80 f" 55 t 7911 , �. 55; "' 71? ` E .`. 55 4 6r . _ 52 '. _ 6666 45-q 66 45 66 _ _ 45. _ ^ X66 _ 45 �64s .-, 45. S 48.5 65.,: 65 59 _., ; 53 48 . 44 _1 , 49. 49,- ,t_,',49- ' .0 49 48, ' o r 44 - 40 r 40 w ;.40 x .,40 _40,.7 ' . _40; - XSUy X4868, ' 99 _99.'� z 68 , r f$8' , 66 t 78 60 ' 71 ., 55 r5 64 X51+ . 51' 75* Sl . ;7�5 YS.F; i5"1 - # i}..51f ii• 71, 51 n.r 51 ? 62 42 62„1 -. 42 _ r 62 42 .. 62 42' ; 52 .' 42 _ _.62 .i 42 :x485: '_ 61 61 58 -52r...• 47._ 44._- 46 1, r 46 : 0 46, r,; 46 d:_ : •46_, :_•44�;t38 a x._381 .:38 , .38�',?.38, .38a;, ;. `t ,F >e • r> X80 .X48,., 93 4*64 93 .64 G86 a _., 64 77 59. 7,0 - 54 : 64� .5 SU R _ 71 ^,, - 49° 71 , .;«.« 49. 71 ' " 49 ti _ 71 , „ 49;x" r 70 . ' ., r4 ;. 49,E, 64 - .49, a _ S$ '' . 40 r. 58 40 `'S8 t 4 .-. _ 40, r 58 40 58 40 _ 58 '40,..' 5 48Ir 58 58 56. • 51.._ , .47. 43 r , t . 43, r 431 _ ,43 : , 43 . 43, 43 36 36 f 36 . :36,:,_, 36 '.36 84} 83p� 8 74 _ = •56' fib S2,. ' 63 49 64"64 •44 64 ; i rJ4q : .�, »y .: 44 .44 �63' 44�. .� 5 36 1 52 i j5252 36 ..36'36 52 36_ i= _ ;- 36 52 : 52. 49 45 ' 42-, 39 39, 39 39 39 _ 39 32 32' 32 32 • 32 32: ii 6mI ent'ENGINEERING + DESIGN' ' 10530 Warwick AverSuite C5 - Fair fax,.VA 22030 Phones 703=998-2350 -Web: www.msegllc.com CROSSRAIL MOUNTING,'SYSTEM'EV_ALUATION, APPENDIX 1: PAGE 18 OF 36 CR150623112. )une:23, 2015 4 ' ITable118::Maximum,Uplift (IbJ - Wind Exposure C Condition. Exposure = - ""' RoofPressure Zone 1.. - Roof Wind Pressure.Zone 2 Roof Wind Pressure Zone 3 Roof Show Load (psf) - now Roof Snow Load (psf)' Roof Snow -Load (psf). . - Ultimate Wind Rail - Speed V'(rriP.h) = - TYRe e 0 1Q "1 r ^ - .z.0..: 30 . , 40 50; O;i rr a10 l t 20 7A x �. ss 30 �_ . •40 50 ;..� 0 t ,_. - {;10 r 20 �_ ! . 30._. y. e40' 50 X80 X48, I` 441' -330.1 412 F. .308 341- ^� 270 _ -284 .. -^c'- 231 -249 ., .203 224L-73 f _-S,g+i-•-"•.,.4w -182 ' 735 : _ 506' r -619 t '{�-b- -491 ` 517' '^'1 A��s7 1-431:. '-452 !".•'w7p`-'�",1- r 368 ' . -407;; _t -3321' -909 } -626-` -909 =626 -909 =626 1 -777 X681 613 _=626. 9.110 i 554, r48 5 -319 -282 .-233' _=197, 172%. � =155 , -454. -423 , 357 �, •. 313 ' �-282 ' -560 =560 560 =538 471 .424 =450'J` -376 -314 275` -247�T 72,+ 680 y 567 :'-496,7,;..,953` s-953 l �95� l=_851 745� ::4 6 i �_X80' : T•^=• ^' -�-.�4+79 zr• "'x}+ +w); -` :^: 1 ;'•` n [' - - 224•; "a_ 0 202 .k -5337 } 'Y 532 + 462 - r-404•. -354' =656 =656 =656, . {� 607 ` =5471 48-5. -346 306 -=25.4 -257 „ 190 p --171`1: _ -476:.: -476'., : -459 L]_-3921. 343 -309!q -586. _ -586. =586 , =586,1,_-516 -464 9 X80 515 7W8 X 10 _ 344_ 3031' t x27'1 809 '809 ' + 740 it 20�'. • 543489 } F-997: .- 997 - 930 '- 120,: 365 • =319 r,' -28U =245 -2-21 -559 559,7 -559 505 - -,442 " 398 ' _-686 -686 -686 i =686 663 __-597 n ► 't 48 S =368:, x330 • -2Z5 238 x 208,0: X187.; y 499,_ „�-499„t 1 496ay r 429ai , 376 , 338,;, •c61.3,, ;,,-613 613 , - 613 -$63 .. -507 T X80 " X80, =591 =478' =408 -357 323 { -881 -881 856 ` 7328 -641 ` 577 ' -1085i -1085 "-3085 i -1085 =960 -864 130 X48 w+-- f 433 s-ti567 ,f+':_:.y-^ ;425 , '=i-tt.'r 'r ,369,: -H_ -.:- -326 ' -�. f�yx.-a -291 -r.-3,;`J 262 . - .5 ., -607 .: ..yy rrTi^ 607 +( -- _ 607 =585 _ 522 - -470 -745 -745 =745 r -745-U5.-704_ }o ':148=5 402+, r '379; .' 319: _9_ 281 .' 247ai z-223 , 543 ` 5431% ^ , 543 'n�503s '443 399 gi667� 667 =667 ;667L -'664r 598'- , v�- 549 - -479 4i9, -•-. 377 ' a - 955 �,� .. 955 ` ., 5 ,. t 955 -854 748 - 673' =1174 -1174 A -117-4- 1174 1118 1007 " ' + 140 fi `X48 -481 =4817 -422 +-375 341 -308 657 -657' -657, -657 608`. 549 805 805 =805 -805, -805 805 �r_-, �^ �", 3 '48-5 -437 ; , =430 -366. 323; • _ 290 , 261; 58-7,_ � 50 ,z SSM U 577 „t 518 ,� �; 66 ; 720 , =720 =7f20692 r f _, }� . /�' .. XSO ...__ 752 .- 736 - 621- 547 484 -436` Ar. 3027' 1027y li j. 1027 975''} y 862 ..•, 776' w- +-! -.tw. -1261 `1261 y-1261 `Y• 1261 l 1261 --T"• .1_159 '. rte-: . X48r -.+�.a.� r-527 -.. -527 . .i• --4a. -475 1 ^xt^- ,=424 -387 SX-- x'355' =706 P .T-'� 1 7061' 706 t _ 706. .....- 689 _ 632 y y -864 =864 'l =864 =864 864 864 -', d 01 11321=7 X48=5 -470• _-47.0 412; 366:> 333 301'.. , 631',., r-631 .t 631 �; 631. •` f 593,E ar. 537 R ,i 774 ,. -774 -774 '774 _7x74 '-� -817 ` -;6 9- -616 ` -554 -499. 1100 '1100 1100. -1095" 985 ; -8867 • -1348 -k1348 .. n. tl 1348,) ,. ,F -1348. =1348 , - Vii.• = JI ® X48 -..�...E _564) ... =564 44+... r 530 _. -475 -tL577 -435. ? •: �¢... -403 . ...y 7557:ti y1 *x^ 755 l ! 75$ 755 r, r{"•=- 755 717 923, =923 -923 7923 =923 I 923 48-5 504 -504 -460: r 41.1: _ 375w 34 675:_' itAM.. 675; 1 666 ' � 613 t :'� 826y -;826 -=826, =826 -826 =826',x " r _ X80 873 n, -873 % 774 688 4' ' 626 _ * 156Z;� - _ 1171 1171' _ 4 1171 S 1171 1107 _r_. -_1003 _ -1435.'=1435' 1435 =1435 :;14351 =14351 f- X48 ,602,02 586 -528. 485 • X51: 804' - 804` 1 804 A 804' -804 ° 798 .982 =982 ' -982 =982 -982 _ -982_+ 48 5 -538 -538 -509 -458' 419 ' 389.; r 719: 719 •, : 7191' , 719,,; ,; 719,y 68TH E 880;? =880=880 880 -880 _-880.' + ;. X80 928 928 852 �L._f-re_'x 761 694 f 638 - 1244 "'� 1244` X42: 124'4' '1244 1227' 4128 1522 =1522` 1522 -1522 ..ti. 1522 55229 „•' + i X48 `.. t =639.+.-639. '^`•-•.�-y` r ',639 : ..-.�... , :-581 --..-'�Y.-"". -536 =499 'KI -853> t -853: t 853 71`iT',•�:'#_ 853' < 853 t - 853 =1041 "-1041 s -1041 =1041 1041 -1041 48 5 =571 57T -559_ -504- -463, t 431 -763' : -763 '' + -763-ri 7.63 a Z63.v 7,62 c 932, , .932_ =932 F =932! ;:=932 .g.: X80 -1099 =1039 '301A- „ f913 ' 838: 1387 ' '"-1387: ' 1382 1387 '1370 •-1695 j �_ -1695 ,,,, ` 1695' - 3695X =1695 ____. riI69 cwt a• _ - r: w�-�-r..ra X48 "R f"7,1'4 .-..-.-�-• .714 1 -t,x.z. 714 -, .--r 692, ^"�-i -. 642-; ,779 {t ,pe, -601 .a ..<-�; 949 x1387! ._r- - . =949 -a* ." :949" '[' a; - I' -9499_,8 .cri'tr ...._-,_..'q... ...-949 -11597 ,�-1159 =1159' =1y 159) _=1154 =1159 d +* X48 -S -639 -639. -639, 602 =556 -520 -850 -850 850 850 850 -850 '=1038 1038 -1038'' -1038 -1038 .-1038 - ` moment ENGINEERING + DESIGN 105,30' Warwick Ave; Suite C5 - Fairfax, VA 22030 -Phone: 703-998-2350 -Web: www.mseglic.com' , V - t • i CROSSRAIL MOUNTING SYSTEM EVALUATION APPENDIX I:'PAGE 19.OF 36 f CR150623112• 'June 23, 2015 i r _ Table.1.19:.Maxiinum Dowriforce;(lb.):-,Wind Exposure{ Condition Exposure Roof WindP.ressure'Zone:1. Roof Wind Pressure Zone 2 Roof Wind Pressure Zone 3 C Ultimate Wind Rail t - Roof Snow Load (psf) r_, __ Roof Snow s (psf),, Roof Snow load (psf) 0.10,-20v p W - �SflA tSO 20 ,. 40 - a, 10 8 I Speed,. V (mph) TYPe .` , - 3,0 40 ,� �: .10' ; -t 30 X60 1::0�.. ,20 30 _ 40 u50" _) �r TN - X80 ter" `379 , * w �_. 467 w �. -539 !�.' T.."� 576 •T: -_ .-• 635 ' �.'?T�. •�- 706' �, SSl' 347 1 4581 w ` 539 ip} "� .576 .• •... _ALF... 63S .. a.•"• " 706; a, -if' k 286 -rti ' 377 .r ., r 526 �,+,•i "576 :w. -_r. 635 . w _ _ 706 r .�..-� �^ 110 _ #X48' f284 350 ' 427 i .470 518 575 239 t 316 427 -+ f470 518._- .. 575 r 7197H 260- 362 465, _ 518 48-5 , .274 ,. ;320 r ..368 r; 399 :`"'440: 488_; .. 215;x• . 283'..._.,368 x.; 399.;;, c 440 , 488, 176 t. - 232,._ ,:,;324 -, _ .399 `- 44Q ._, ,. 4 488, 115,• 1 f X80 _X48 401' 300 482 361: 556 435 _591 481 '635 518 706' 575° 358 248 458'' 317 - ' 556 "` .; 435 -591--1 481 ` 635 518' `-106 575 294. 203 :� 377 ' 259 519 .357 591 455. 635 518 706 575 , 4875 290. _328 375,-...-,409' ;.A40..; 488,,1;rj67 .- 283 375 (y, 409 .440 ;,_488- :.-181'g 232 319 <407 _440. 488 , '. • X80• 42Z 49_7- 570 - _ 605 ' 641 - 706E 457 °n 570 v605, 6,41. 706 _. '302 1 376 ' 605 X641 706' i ! 120, X48° :}316 `373;'. 1443 493 522 ; b7S 316..-'6'430.�r, :493 - • .522- x_5,75 208A •259 X512 352 446 e.522 57.5_ j '•x>% �p 48=S 302. 337 382 418- 443 , 488, :, 1 282;.ti 382 :418, a. 443: _488 _:186. .,231 ,:315 .399 443:488X80- 468 530 595 635 - 668 ! 706 459 595 635 668 706 320 377 >'S03 T X48' 342 5397 460. .-...�'130 508 544 575 316 '422 508-' 544, 575" 219 '259 r 345 432 518 575 , °� t __ _ 48_5.. 318. ,.354:. _397-, 437,;' . 462 d , 488 r 239,1-. dr 283 ` `377. 437np 1.462}3• r 488 119,6-,Lx_232 309 x.,386 462, I .488:=. ^, N_° i • X80 - 515^ 564' - 621 l 668 - 696 727 410 463 605 �c:._r-�. - 668 �7f''." 696 727 337 381 497 ,, 614 696 727. 3 f �`. � ' 140 -« X48 w368 r.nn 416 t*K'ax 477 - 524 ,,..tq .... 566 ♦ -�}. 593, 282 ' •"`.'+r -` 318 ', 416 514..,. .566 593 T5'ri 231 ..��._.r w261 341 431 502. .582 ' k 48.5 ; , 334;. 372 413,+ 451;_ 482 .i .t 503:_ , 2525 285 85,_51j' `i--4821J� ,:503Q �_207L { .334.1 �305L_ `377 x449 -,:L ^503 iNK7'' X80 563 599' 648 697 727 432 46? 469 r 601 697 727 755 355i 385 -- 495 �"�._'�' 604 713 Z55 Vir ue X48.. _' - ,.394 '•„LT -:::,. , 428:.495 nts- .-. 540 {..�� n 581 _755 7 .� 615 297 .•. 322 413' _ 505 }.r;, 581 '- •615 .. _243, ,264 339 ! T'ar'T� 934 488 _ 563 . 352' 382.;. 430:_ :466x« 501F t 523�g 265'f ,� 288. �370.J: , '451ij. ,f501: - ` _523 :A33 ::_'r;b_ ,x303 y y370 437y �' • X80 599 629 676 722 ' ~ 760 785" 45'_4 ~ 476 i 601 72.1 166 785 ' ^ 392 -368 494 596 699 T 785_. _,414 i 434 F 14 i 7_ f 55 5 9 �63 5 312 327: , - X498 583 fi35 1 338t' -408 478 S48 370. 388° 446 482,. :515 .' S43', 279' . 293• _1+.412 369 >_ ex 445 s - : 515 543 k` s ,x-240 y •303 366 428 r s , 491 ` 630, 1642 705 749 792 817 478 486 60472 792 817 ; .. 400 496 5'92 689 785 - � P48 435 ,�y442: as X534:. -.r -;... 5ZS 614' ...�. 650-' 328 ,334° x414. ``494' 575` �•„ .650 �Y 274 340 - .471 537. ' 406 -S '_,'388 395 .464 498 - _ 530 560. 293,x., t 299 :370,.;; ;�, 442Sx X514; , f,56.0,:.i • 241_: ,:245' 304_ ; 363 r� ' ,'*2.2 � , 481 , r 851 t SbO __`5001 607 _141 817' '851 X12 _817 412 + "499 590 681 X466 '.772 f ' > • X48, '66 X455 . , 4 455 k i, 552 593 631 666 343.: 343 1416^ : _ y 493 567 643 ir' 282 282.,_ ._341 ''404 1 S28 :f'', 48-S. ,407.' -407 :482.- ;.514 )545.x:575.....307.', 307, . _ :372, 440,x;,, X508 ti t 575„? ...252.1 -442_ ,:_-306 } +5361 :;417 ; - s,a X80 '722 ' 122 X96_ 833 _ 870 90T 548 ' S4�8 j 619,. 718 SSSw; ; 907 ” .450 `450 ` ` 509 ;591 673 _7,54 X48 i' n496 J_406 561 631 .. +666; 7.00. 375. ' ' 375, t 434' L .: X492 560r !� 628 .308 308 348 _404 - 460,,_" ,516 . 48-5 444 444 502: 549 57;7 665 336 336 379 %440- 501 562 216' 216 312 362 412 462 • moment ENGINEERING +DESIGN, " 10530 Warwick Ave, Suite C5 - Fairfax, VA 22030 - Phone: 703-998-2350 -Web: www,mseglic.coni CROSSRAIL MOUNTING SYSTEM EVALUATION APPENDIX (:.PAGE 20 OF 36 CR150623112 June 23, 2015 _ Tattle 1.20:, Maximum Shear. (lb.) -Wind Exposure,C Condition Exposure:Roof Wind'Pressure Zone,1 Roof Wind Pressure Zone 2 Roof.Wind Pressure Zone 3. C Ultimat-e Winn 'Rail,. Roof Snow Load (psf) 'Roof Snow load (psf) Roof Snow Load (psf) 0l0,ia _. 20 30' - i 4401.., 50N . „0' 10 fic20 '.i 30d : ,40,:� --- U. r :'10. _ .20i �..3P...40 50 Speed, V (mph) Type. X80` _ �•. "' 35 - 147 ' ' 216 259 '296 329 32 �..--... 144"' �-- ' 216 % 259 296: .r-^�: + 329,* �:�.: ..... _26 _ ..� 119 • 211 , 259 _,.,-.:.�_ ...._,-_._., 296 329 1'10 X48 ' ,,^�-�. 26°�. •110; , _;172_ t 211', 241 :268 '. . 22,. Z , ,99 .' `17,2, ; ;211 ' 241 ' 268: 18 1 {82 145 209 241 .268 48-5.. 25: .1101.. 148,E .180. 205; ' _ ,228 _ 20i: 89 . 148 , . 180::: .:205 _228': . -16 73 . - 13Q ; .180-, -.205- 228 34 145•`+ 216 259' 296 329 30 138 ' ` 216 , --259 296'329 - 25 ? ` 113 I 202 X259 329° 115; ti ,X481; 25 109.4r :, 169 241 , , 268 21 ' �e95 h 1 9 211 2 17 t 78-_ .139'. 200 _296 241` .268 48-S ' 25 -_ '99 146 ,_ ,180= _205,,_2 228 ., 19 ';, _ 85 .. 146 180 ,, x, ZOS : , 228 _ 15 .70 T24 , - 179 205 238. - ` "X80 - 33 144 2�lSr� 259' 296 ` �,- 329 29 132' 215 259' 296 329 ' ` + 24 y 109 + _ 193 259 296 _ 329 120 ; - X4&4r 25 108;-,- • 167 ` 211 241 268 .20 . 91 k2r,t 211 241 t 2468 16 75 .133 .191 241 268 4 ° _ 48.5 24. 97, _ 144_ 180,-� 205 228„� F 18 81. 144 °d 180 as 205 . ”- 228 - 15 67 F119 a '171 " x,;205 iL ;228Y f J _ _ X80' �- - 32 - ` 141`' 211` ' 259 J 296 t3 329 27 -- , 122 f' 211 , ` +max X299 i 296 329 , ' 22 f ' 100 •' 179 .257 296 1.30 X48 .:R Fv1U5'.,, 163 2U7 n 241 268 18 , --i3 84 150" trw ^'207 241 268 15 ;69 123 a _176 230 268 ^; F x. 48x5_ • 22 . ..94 141; ,178 -, 205:' } 228 �a , _Ail__; ,, 75 .; =,,134. y $7178 ', A_ 26 ,X;228 %14_._ 1 62 510 x:158 r � 205 228�a +'N �, "X80 "M'•i4a•'_" 31_- `138° 207 259, -. '296" 329 ' 25 .a A 113 ` 1'+ 202 159 :' 296" 329 20 "r '.a 93 i 166 ;338 ;796 - [.329` F -. .-X48 X' }1 22 --y.�.. 102 'r+'tY_'c -- 159 ,. 1203, - S-.,. 241 . _ 268 .,-'+rte - 17 .. :...t..i 78.' K.F._ r:w. 1 39: ..L«.i fi. 200: ;—'^•_X..- . • 241, ,.r_yZc..+.� 2468 -�. .. 14 .raw_+•-.�. 64 .-rw�t. 114 ' 164Fla 213 -9 moi 263 _.. I,^ - }i' 4&S 20._ 91 "„ ,138 . 175' 205 ; a.228 i' X 515 `. , 70 124~', 1175 ('_ 205,s . 228+� .� ,13 °57 102 ..196 c 191 228; n __ ,X80 _- _- 30 - X135 - 203 — 257 296 T 329 - 23 106 188+' -• 257 296- 329 19 87 155, Y °222 290 329 106 153 199 245 nLLr A >' X48_ 31 .-_,97 155 (199 237. 268 16 73 '129• 186 :237'.,_ 268 13 60 C 48-5 19,.. x 86;. 134.; ! 172:,-, 204, 228 14 , X65 �•• 116 :1661 ,2048 1,228=12 �53 ��95}. 1361' 11r78�' t220.'- ,¢ ' � i. . X80 I .,-;�.�. —25) .� .-.--r 131 r`.�'..' 198 ` F`�- i 253' -• 296 F ---r 329 - -t� 22 99 6176 ' ` 253 � �a:3 296 ----i 329 a r, 18 81 " 145" .;.-�`*—Fr 209 272 i 6 320 , ' d �j X48 jt2C;_ i90r rr 153. 195, 233 ;; -266 � �15 � � 68 u �' 17,4 y 2a27t -•_ 266 • .. 12 x,56 •94. 143 _ x.186 23U• a 48-5; _ 18 ` X81 131.= . 168.E 20F .228 + 13' ,� 61' 4108 156 c 201 228 ' 11.. 50 " : ,,89� 128 X196 h 1'67 .-206 ' X80 27 123 194 3 24_8 _ - 295 i329&� 21 93 1",A16_6 - X230 , 295 x;329 , r 17 , .'77 1317,' ,256 316; y.216' `X48' 19. (_�8"i _593 147 191,: Z2$ 262': 14 r 64�r �' P114'. 164+. : 214a . .262+" 12 . 52- 134. 175 48-5.' 11 16 -. 128 ' 165; 147, 226- - 13 , 57., . 102,,, � _ 147 :, ..191 226 _ 10 47 , 84 120 _157 f.194 :. X80 , 26 s 116 190 [ 244 _ 290 329, 19 88 157 225 " _ 290 i 329 16 a 72 ' 129 185 Z43 2.98' X48k 18 1„80 1,43_• .186_ 224 258 _ 13 .60 ,107 ;(155"3, 1-202! 249 Q _ =11 - 50 m88 127 A66_,.204- 1 ., . 48 -S' 48-5' 16 72 125 162,. 194,._ 222 ; _ 12� _. 54 _ _ 96 ,. 138„ .:..180 .• ,222 10 .44 •79 '1.14 148 .183•.. ,• , 1. X80 23 105 X182 ' 235 28Z 323 17 79 ; 4: X141 " '` 203 s' 265 323 14 116 ” 167 218 269 ". 72 ` • . 138.. 178; _si 216 = Mrd" , , 249 rK _ 12. •' ,; 54 arv• y " • 97 . f 3k �X 139 6 181' . a� 224 10- �+ X65 n 45 99 114 ; ..149 184 ii 48 !64 124 162 S 14 .. 114 155 ;.187,. 215: 11. 49 8T 200 9 40 71 102 133 164 !mdi lent ENGINEERING + DESIGN _ 10530 Warwick Ave„ Suite C5� Fairfax; VA -22030 - Phone: 703 -998 -2350, -Web: www.niseglic.coni u r CROSSRAIL,MO.UNTING SYSTEM EVALUATION APPENDIX 1: PAGE 29 OF 36 CR150623112 June 23,:2015 Jable,1:M Maximum3pan Length„(in.).- Wind Exposure C Condition, Exposure- Roof Wind Pressure Zone 1', _ :. - Roof Wind Pressure Zone 2 Roof.Wind Pressure'Zone 3 C Ultimate" Wind .Rail Roof Snow load (psf) �. • , Roof Snow Load (psf) Roof Snow.Load (psf) -,� ; • t ��.. _ 30 40 ( 50 0 30 40 - 50, Speed V (mph) Type, - _ 0 a,lt%�� 20 30, 40 . 50. Or , .�iQ.;,-20 t Lk10 z r X20 .� X80' i 115 108 `90, 77 67 _ 115 108 N 90 77 67 60 115 108• '901 77 '467 60 .i 110 X48 i. 86'• o . �84 , 7,1.. "6�3.,, 57 �'"601 .52 86 .! _ 84: ,_, 7.1 i^ ' 63 .i ':: 57'- 52: 86 ~ _ 84 :: _ 71 '' ' _637 52 48-S . 83 72° ' 61 54 48 - 43 ,. 83.r-...72 61 54 48 43 . 83-- 72 61 5'4 _ . 48, 43 r' X80 113 106 + '89 f 77 67 ' 60 113 106 89 .� 77 67 60 113 306 189, t 77 ,67 6U • ` 82 t. 57, 'B5 i7,0..' 115' • ; X48' • 57 52 85 70_ 62a,' 52, :. -82 62 *57 .52 -ru"" f = 48-5, 81 71 60- .53 � ' . 487-1- 43_ .79.;x- 60,`.• 53_,. _ 48- _ ,43=, 79_, - 71 60 53 48 43' X80 104' 88 77 60 111 4 88 77) 67 60 111' 104 ` 88 i 77 120 ,X48' ri11 . y... 83 SO r, 469 ., 62 X67 '56' X52 83 , i...r_..p. 69 1 L . 62• a 56 52 s 7 - 83 80 169 .62 56 _ 52, °. 48 5 _ 78 . 69 .59.: _'53 '48' r ' 43 . _ ,76,' , _ y 59:, 531, ,48 . z r43 : ,..w76 ......69. ; X59 53:.. 48_ ::. 43; 7 101 ' + 85 75 M67 ` 60 107 ''1 ; i, 85'75n ' 67 60 '' 167 ` 101 'ta85 �75 (55 .t„r ..r-, X51 . K,•�..� 55 517660 55 80 7T 6Z 60 79 •r67 60", . _548.5 t_73 , ,'67 ..58.43,„� [71 ,e_ 58-';70 y ,y 67;58 t,, , Slr_x, 47 140 X80103 X48, 79 97 73_ _ 83 X65 _ r Z4 58 67 54.;. 60 .. 50 103 .�} .., a.. 73 , ` -'"83 ,- ? 65 r 741 e58 r 67 54 66 .50 . 103 73 :,-97 73 `83 r, 65 74 58 67i 54'5048-5 .68„ 64 ._ ;. '56., 50.. :.46: w 43_. 65=. .'. „ ?6xW .r 50:,� , 46-. it 43 _,f .,65 :. a 64 z 'S6. ,!<t50,_� `__.46 ; : "43'., 100 94 "81: r 72' 66 60 984 li " ” r 72 66 60- y 98 . X94 81 71 ^_57 .66 X48 -!. -...X��,ps•--••..,a 7,2+. u 70. •63 57 53 X49 68 8 ; r.y-..«.. ! 63 .. '. 57)`.: 53• 49•_ f 68 1 68 . , `=,63 .53 h 48=5 64.._r 61-, _.54; _49,.: 45;; .x;4'2- .. 61F,.z 61 .' S4 c- - 97 --- 91�` y 79 71 65 60 92 91 79 71 " _ 65 60 - 92 F -^ 91 79 71 65 X60; :X80 X48; 68 n 67 "61 - 55 51,. 48 _ •64� r 64i 1 X61 155+ 51 • 48 64 . 6A 61 SS 48x5` 61' .. 59 --52'. 48 -= , 44 41<;_ 57'-, ST,. X752,_^ 48.i„ 44,-. _ 41 _.571_ Jti 57 48sa 177._ 69 64 - 59 87 87, 77 .l 69 ;; 64s 59 _87�' X87 77 ' 69� { 64 r _59 _ X48 r. , .65 65 ' J! 59,. 54f 50w 47, .�... 60 ..60 . 59 .' " , 54,5: � .50,'" 4, 60 r .:; 60 .r . ^59 ,, , . ..54 ; _ 50 _ _ 47 48-5 57 - 57' 51 _ 46 43; ' 40_r 54. _ , '54-,, ;51`., a 46.., :. 43 ,; _ 40 :t :+_ 54.>: ' i54}. ->51 :+ : 46 F . 43`_. 40.. -X80 -r 8 a 88 lf8' - 85 r-,-' X75` ''iii 78i' 68 62- '�58 � , 82 f75 -- 68' 62 58� 82 �I '82 756862 ,X48 58 �- .61�� 61 57, _ S2 49•• 46 , 57 - . a 52' 4946 57 ti 57�465_. _ _ 55. .55 ` ' 49,. 45-' ,- _42._ ', _: ,39'...; 51 _,. 49 .• .:. <45'? 42, . 39: , . ,� 51 ., , - 51:. '49 45, ;r: 42 . 39X 80 80 7971 65 60 56 74 d,45 '71 r 65 60 " 56 7474 71 X65 60X48 49; • 46 44' _' 51- a 51 49� ";- 46 44 S 1 `51 51 t. 49 x`46 448=5' . 49 49: 46 -' 43 _ 40' 38. 4545 .43 40 38 45 . 45 45 43 40 38, � m6meli ENGINEERING + DESIGN y 10530'Warwick M6,'Suite CS - Fairfax, VA -22030 - Phone: 703-998-2350 - Web: www.inseglic.coni l CROSSRAIL MOUNTINCSYSTEWEVALUATION APPENDIX 1:. PAGE 30 OF 36 . CR150623112 - June 23; 2015 i t - :Table'1430: Maximum,Uplift,(Ib.) -,Wind Exposure C Condition Exposure,_ , Roof Wind Peessure Zone l "'r Roof Wind Pressure Zone 2 Roof Wind Preiiure Zone3 C Ultimate`•Wfnd _ Rail =Type, _ -Roof Snow Load (p;f) _ „_ ., ... _, � __ Roof Snow Load (psf) _ Roof Snow Load (psf) _,0..__ •'10 t ' 20. A304050�,r 0_r f lOt�_:�_20 .i,. -,r- 30 t :, 405 r<_U. X10 -a 20 i�: X30, 40 - 50 _-. _ Speed, V,(roPh) a -- A X80 '=448 420 ` r 34 r -298! M 26 I*. -530j; 530? i 497i _; 309x -278 ---530 lj x.jra3 09 C-27-8 110 X48 . 78 -246• .3 97 385 2^ -263. . 237' ? - -397, ..=497. :=3, .- -329 ,-291- -263 -223200. 48-5 , -324 c281' -238 =210' .-=186,_ -167., .,-382, -333: =.281 ..-248. .-220 _-198,: -382, , -333 ,-281" . -248: _ 220.. -198 a .. X80 l =482 -454 378 ' _ -328 : Y--"287 358 -569!+ 536 � 447 387 * 339 305. -569-` x.536 , ; '447 < =387 '-339 : =305 , 115., , .X48' -361 =350 ; 300 .. } =267 .. 243 '. 220. _-426, -413. ` .354 315 , ; 287 ;i -260 -,4261 .=413 =354 , -_ -315 -287 `=260 1 � 48=5 -344 -303 -257 _'=228 ' , .-204 -1.84 -401:; -357' . -364."' : -269._ -241, c.._ -217 -401., ' -357 ._-304.:- =269 � -241,' -. =217 '•_ y� _ �,: , � X80' 518 -489 -409 359 314: 283 612 577" '� 484 2437 a el_ 334 -612 .-577 +=484 _414.111371 =334 i 4) 120.�N [X48 -388 -,3ZS;a -323 -289, -263 241 . -459 >=443;: �3 382••, a 34I_-31-1'=2851: :-459- -443 : -<382. -341. -311 . -285s ( X48-5.,_ -364 =325 ,-278'. x246 224'_., -202-,: "-421 _i-384•" 328x. x.291.,' �;= 264�.� a =238 _ _ -42.1 - ;.;;384 ; �; -328. .-•_=291 e�:-2.6C., �-238.. X80 593 - _ 559 474 ` -418 ,_ 372 - 335 , 700 ` i;: -661 -'559 + -494 `440 -396 -700 =661,, rf'=559 =4942 x-440 -396 t 130 X_ 48 . f'-444 -425. 371. -333 305 =283 r -515'' -502' `-438 394 360, :r-334 ;515 , s ,-502 .=438 -394 , =360 =334_ i ,'48 5 ,:.-404- ' -369,_. 319' t 285: } .260;;' _239.;. ,, 459t' P1 436_ - _. ;w 37x7. . 'x'_337,;1' .143075 .-2823 _ i 459 436�a a377� , 337 _c307� -282,,. o i ` -140 X80 X48 -670 -499.. 32 -476 - 54 }420 .-480 -380 `-436 -349 392 =325 7,88 -557 . 743 -_ +-. -557 -. 635 -493 564 =446 N1 5121 410 -461 -382 r=7881 -557r k�431 . _=557 L6354 =493 -564' 446`; J - 2A ` =410.'" �-461i '-382 a48-5 -;443.,-=R15,:: 362 325,,E 2981 277 3 497�i ; f 48> _ 426 383,;# !_ 350; ,{ `-3251 ; 49,7 , -4$8,� ..�-426Y x383 _ _ :350 n 325 - X80` 750-1 F1.705� 527;469 -b08 543A =426 -4941 -394 A-453 '-368 )r-866cy -600. i` 828 ': -600: ' a 714 9 3 51 .. 637 501 y 581 463. -532 ' x-432 *=866 460'1 x-828 x600, : -714 551_ 637 1503_ 581 `463 ' 532 =432 i 48 5 . a:=368: 482 -460 -406.; -367. 337.x. .3Y4nj 5375 a 53S� ;i 476 ;'s 431; x`3961. ,,-368 ; -535 - '=535,q -: 476i 431w `396 c X8_0L`,�'&17 779 + -677 =608.". 556' ! X515 9H6�-M4: 915 y 796 714 653 -606;-930 =79 -714 ! ! 653 rrt606 - X48. + 579 '.519"ZS -440. , •-412 -642 610: � 558 F 517 -484 s -6421 610 -558 =517 -484 r ..48-5 _. =506. •-450:] '=409 b -377 -,,=352x` 5Z4.; „'-5291 .',1496] +443 _414, _ =574. -642 =574 , ' -529 " ;480 493.` r -414,- X80 -"'898 k747 b74 618 "878 - 791 726 -675 =992_992 s878� '791 '675' �-851a j -627, ' ,. `-568: r-.» 522 -486` x575 �,457 .668 -614 , 57,1 -536 q 684 -684 , -668 =61448-5i ,726 .-e -551 , 494.-1,451 : 418 391 ''..61191.4 X80 �.._. X48 962 -.. 669., X926 4 669,,. X819. , ... -619 '� 742 -572 683 -534 :63 503 1054'. Z26 . 1054' _-726 9F 62 s 726, 8�1 F ..� 6,72+ 802 62Z 748n 591 -1054 =726 =1054 --- =726 5 96 726 . -8_71 -672. *"-802 -627 -591' '148-5 =597 .+-597_` . =538'x- 494,r AS `.=431:-i 649 - -649. .;4 633 � ',5813F, .5,4.0 i. 5075- „ 649. 540 M`X80 1085 1074; `963 '-881 8 6A__-,7�6 1178} 1178 11307 ,'1033; 958 ` ;897 X1178 '=1178' x'1130; 103348" 747.# "'-7.47 720671 -631.-810 , =810;i =810~-810 '-81048-S . ' -668 , ' -668'. -628' _,=582. .-545 � -725. ' x725 725 683, 640 604 . -725 -725 -725 683. , -640 604 - S moment ENGINEERING;+.DESIGN 10530 Warwick Ave, Smite CS_.- Fairfax, VAS 22030 - Phone: 703.998-2350 - Web: www:nlsegllc.com r CROSSRAIL' MOUNTING SYSTEM EVALUATION APPENDIX I:PAGE 31 OF 36 i CR150,623112 June 23, 2015 ' Table 1.31: -Maximum Oownforce (lb.) -Wind Exposure C Condition Exposures _, . Roof Wind Pressure Zone.1 - _. Roof Wind Pressure Zone 2 Roof Wind Pressure Zone`3 ;Roof Snow Load (psf) Roof Snow Load (psf) Roof Snow Load (psf) Ultimate Wind, Rail + R SOr, ; :� �30L 40 p 0'- _ ` 30,' 4 5 Speed V(mph) Toe 40 10ir': * =10. .:,.x(._ �r ._� .i ,20,-t 'L XSO y ;.'503 521 55999 % 586 V, 6081 X632 50033 '' 521'' ` 559- --586, -63? 503..' 521-' P,559� 11586 + 60 �<632 ' 110 X48 377a_,:i--404 445 484 '518' 539 377 , 404_.' 445,,;' _484 :_539a ' 377i _.404, 484 518 539, .i 48-5 364. '349 381' - "1412„ .- _433;; _ _ -451' 363;. :.349::_ :. 381 412::_x L43 451:• _ ;363: ; ,3495 ;381 r,:,412,t. .,, 433. 451 i- i' XSU X534 1 576 607; 626y X649°`i 534 , 5411 576 ' .607^649 ' `534 X54 576 + �61 X649, r 12s �• X48 ; 400 f417`; 457,. 495. 530 _ +55. 400 417''' 457. .,493 's SSjv .4008 .417, 457," 495 530 553 :.48-5 .381.- _:361;-, .392 _ 422 , __446_.° 463':. 4 376, ; .i .361; , :_.391 _ :I,423:+, .i446 - ,,:463_4 °. 376 ,,.361', � 392':� _T422,± '. 446,' ,•. 463=, , . r i; -r K• X80 565 561 li iF 628 645. ts'6tf 593' 628 645 ` 666 565' S61r . v 59 628 645 666 120 Mr. k 8 a4 3. #430 _1593 ' 469 505 540 `568 • : 469' .505 540, __ 568 423 430 469 505 .540'.568.x" jj•.: 48=5: 397 ;.373'. ', 402. -2431:. 459 _ 474;_, 4&x: _ 431 _ 459, .I-4.74: ,'., 388 ,373, ,402= r -431,-, 459 , F; 474, ''630 601 630 662: 684 ;. 701,'i 630 j `' 662 " 684 701 ` '630 " 601 630 662 684 701X86 130", "472457 493, 528 561 592+ 493. 528, .561 ,592` .464' 457 493 528 561 592 X48 29u 397 a.^•424: 452, 478: ,� 500 a 41�3,,4 424 'i, 452yeN 478 Y: 5001 La4.13 a y 397 424 452, f _478. :;500, .; ' - X80 - ' 698 658 697 � > x x728 f 741' 698 • ,?;41_ `658, 668 ° 69 r is 728} . 741 698 658 ri�t6,686697JJ _ ,-- 728 -' 140 X48 •'519 ' .496" 51.9 552 583 613 494 494 f 519 552... 583 . ;;613 `494 ! 494. -,519: 552. 583 613 q _ 461- 432::x; 448, 47.3`?` r„498„"532 441'x`. X432 = : 448,6yt47�3 '498,? rf522,a„ 1441_ ,1,4,32, &X_44 X473}} a '�498� X522_ X80 r .X48 r 4,767 } 554 721 ..540 ? »706 544 2 732 576 760 11.�a 606. #782 634. X754 -'-- 522 ti721"-3','706 522 `? .545 ;732 _576, I`760`; 1. -.,= 606;. 782 t 48 .634 r pe7S4 522 x721 .ka, 522 706 545 v 732 '576. 760 • 606 782 ` 634 t:, 48=S' ' ' 493 , ?, 47.1.- ' � 471-, _ . 495: _ .: 5181, � .541 J; 466 ? t , 466,. i 471 �' !b�495� ! �'�518, ; ;�=_541 � 466d ��466 � u 471 , 495'_547;., c X80 840 �785m T46'µ I 769 _ 795: '822 # 1 785.1 J� 746'x' 769' 795 �--,-., 822`! _ "798 � -�'�---•_ ` 785 ' -'-�•.- • t. J46T}'a769r e-'---�°3• _:..,.. X7958222, ,--'”---• - `,_ 584,1 571: .`-_.69 ( 601' -"'--v -w . 629 --".�r_^' 657. --- ' ' .551. - •"`�-•` 551,1 TM's'----• S71,k -��.t, y} 601:' 629' l " ` 657 i 551? 551 _ X571• , 601 . 629 16$7 48-5_ „525 , _--511, 495.;' 517,: -540:! w+561' -i 492 .1492 •• .•495 s ;} 517,1," - ... z 540,' x561, $92.., _,492^ ; x'495 , <.517_ 5 J 540;,., rX8Q., r X481 898 r 62'7 851yY� 627 X787, € 599` x 808 �f627• 831 654.., 856` ` 680'.; 844'" 582. r 844 er582 787 599,;' 808 ` 627"+ 831r' 654; g 856 680 844 582.: 844 582'.1.599 , .787 :80B 627 831 654 856 48-5. 558.. 551:- . 520. .541 : '562 --583 520.'_' a 520:_ -'5,20 E, x,541';,. b 562•r,i. 583!:; �520.�;.520,:'1 S20 s '"'541; X80 951' 916 829 ' C 847 868' 891? lIj 888 m 888; ,'829 '{`: l��'' Y 847 "r „•{• 868 ` .�-'--t re 891 ° ^ 888 .` -•-]- '`888 j 829 847 ^868 T "891 1 = X48, • .,662. t�662 • 626 ,I ,653; 678- r 1704; . 612.- "612 626.,. ^ 653 +.. ,678 _704 k 612s _,612 ;_.626 1653 0 :678 '704 i ;5148 5 ,590'..; ,..`590-: �i545w 56,4'_ :- 584 ,604.; 547:. 547 '` •_545't: 564;. ,584, ; 604, F �s547 1 -;547„i ,,.'545 ,',56,4„ x:5_.84 x6644 X8_0_ r r T X48 + =1059 729 1 1048' 729; , y940 702 928 r 707, _94-5-79 730i: 754” _ 980 f 67,4•r 980 _:674 94U� 67.4 , 928` ,: 707`y. _ X945 . 730 +. 964' 754 „ 980 674 - .980 _ .674 X940 , 1C 674: ,;928 ; .707 945 730 'z964 48-5 -:.652 .' 65Z- ,613:^, 614 -631), '649 603 ;603 603 614 631 649 603'' 603 603 j 614 631` 649, • IhlOmellt ENGINEERING+ DESIGN 16530 Warwick Ave,'Suite:CS - Fairfax; VA 22030 --Phone: 703-998-2350 - Web: www.msegllc.com CROSSRAIL MOUNTING SYSTEM EVALUATION APPENDIX 1: PAGE 32 OF 36 r CR15062ML June.23, 2015 t •Table 1 32:.Maximum Shear;(Ib:) -Wind Exposure C,Condition ' ' Exposure ' -'Roof Wind Pressure2ooe 1 .- 'Roof Wind Pressure Zone -2 . Roof Wind Pressure Zone 3 7- Roof Snow Load (psf) - _- Roof Snow Load (psf) .Roof Snow Load (psf) Ultimate'Wind Speed, Rail;,, .10 - r 30j,..:40 0. 10 30 f 40 50 V (mph) Type . 0 s '20.^t 30 _t.i _. alff ,. ; _ 1 ."_ X20= �._ _` t I X80 ... `X481 43 r _--••�-� 183'" .�-+r�•'�` + '269. �.•Y_C-_•-. 331 --•--+ `379 •+�_+-.-+-• 420' Y-^e`..;.C" - 43 '• rr__"^^^. •183''" „'r-�-:" 269,^� -.."_his" ' 331' 27.4 i'ak323' 379 ;-'1`"7 ;,420:r43X1831` 359 '; 269 ` _.... X331 : 274, �37,9c 323, X420 1..359_,' 110: 32.' iti=141 ,1215 274 323- .° .359 32. ,'x141° n415'„ - , :141. ., .215 48=5. '_.31 "i122i .3.184.. :233;' 270: X300' ., - 3i;g'. : ;122_, x,184 ;, !L 233, 770!, ,t_390_,. 122•' _,184 _,233;, ,:270 _ , :300..ly r' 179 266 331'-' r379 .:420 42 ; 179- r 266 331x: + 379 +: 420266�331a , 179 379' y by.. �,X48; -- 'r�420, r42� ^ $1r 9138'' 211 270 "331 359 .: 31" ,138 211 _i , 270 321' .359:138°. , .211. 2Z0 321 359120 181:. 5 230" 270.q.3Q0,�� :, '29 i 120 6- u 181' 230 .: 270 +.300, 120 rj 181. :'.23.0 ` ! 270: 300:. 176 " 263i 33Tii79 i 1420 ' 41 ' 176�e' 263 3311" ' 379420 ;:�41 ` r• 176 2631'331 267 -79 430: 120 X981.31,E 5 Z08 ° 26Z 317 , 359 31 135 208 267,1, 31T 359 : ; - 31 _135 208 317 359_ ( 48'5., 29..• . 117°. _:178e •220. 270' .:300. 28 .117, , _ x_178!,' ;, ;228:,' 27,,0 ., 300,E •.28., . s 117 3 .r 17,8, 228,27U , •; 300_ - h 7(80_ 40- A-',-70 737 - 326 379 ` - 420 ; 40 170 257, -' 326: 379 ' , 420 ' 40 t` 170 257 { �..,...-_--.� ,=326 855 ; ... X48 .r n,�,,_� r20ir ...-.- a 260 .�...• ., 350+ ,.,.z� . 355 - _.. 29. w �, is '.129 ` r-t-2.•� 201:: -• ,y. 260': .`-`-• ' 310 .355 ' ...., .... 29 '. _� .129 _ 201 260 310 148=S ,n 27,. .,112 173_` 222 X264'..-,300 , ,26 .:, _•112;_ � 173 ` s222+4 �'.i4 _.- �.300,?r , : 26,.-; s,112s� � 17,3, � t 222LL_ � 264 • •- 300 , 140 X80 X48 38" 8'� ib4` 2 ` 250 194 319 _ X253 378- 303 420 ' r�x 348_ 38 " 27. +Y 164 123 t; i 250 1,194 319. 3- 378 303L. 420'. -348 .' - 38., _ ~27. R164� 1231 L:350 i !r194� =1319 _ 253 tr378 • 303r •:4'20 _ X348_ ___25:..:108' „ 4168... 217;.,-; 259x, 296" ,. 24 t'_, , a 108 �+: 168,.,1 ,,,217';. ,, u259,_ j �296La X80 :X482 37' 27;� 159 t-119° 244 188 ' 313 ' ,246 372 296: X420 •}341 37M 25 -• 159 115,.( T 244 ` ! 188 , 3131; . 246. 372. 296 } 420 ' ^ ,341" 37 ' 25 159r + 244 ; 188 w313 246 �,�372 • w 296 , x420; _341.', 115,. ® a;48.-5• 24=' _;10,4 f' _,163,:x• 211 ,. 254;; X29,1': -e I .2"31 T ' 103p, 163 z i( 211( i��254aj;, - 291y , -±23u } s,103,� _ 163 E414 T r, 0 X80 __T, 36 153 237 306'_ 366' `4Y8 �, 34' 153,f237�! 306 366 418 34 153 .237 1;306 356r X418 t' X48 . 25 • . 114 * 182 239 289. 334 24 ,108 162...p •4234; 289+ r 334. J4,1 I 108. , .:182 239. 289' .3_34 , "`'.48=5 . 23 100 1581 206 2485; - 286 T; .21 r _, ,96`e r•,f58 ;,,206,.,tt -_248,, 5 ^:286;, k21-_ t 96_-_ __x158 s'"j66' ;248u :.,286 X80h � 14$ �231„ 300 3S 41{2" 32 147 231 X300 µ359F •_ 412 X32 X147 1231 t _300 ••359 +412 1 t X48 # 24 '109 .!'176 233 ,. 282 327 22 r =101'r + 176'~' g 233" 282A1 327.-� . 22 *f ., 101 376 233 = 282 327 48-S 21 A-3;143 96 153. 225 201- 293 241, -280> 405 20.: 30 . •90_" 139 153.1 225' ,-,201,,. 293; =x243_! 280,.: ,20 _; 30 ,, 9.0 =: 1395 ' 153,, _ 201-r -293 `:243, 352 ;.280:: 405 F X80 , i X35 rt �i r �r352 ;405 i� ' F X48, 23; , 1103' 170 226 27,6 320:,x' „21 1 . 96. C 170_ -�i�226 a +�276;:i ,320 __ 21 c1 k96 17T0 326 ' ,__276. _ 320 237,,, •275.:, ., 19 :85. :. 148;x:. ! 196::' 237 ;_ 275si, ; E19• - , ,;_ t85 :� x' 1'48 +?; , il%, `; `.d,2377, ._ -&275,. :_'48-5 :.30-: �_,92 _ t 148•' '' 196�d X80 30 134 "213` y�281-, '"339•x. 392 27_ 1255 2 :1 X281" I 339�i 393" 27' ?125 X213 ;281 z 339 r -! 9,2 t t X48 t 20, 93 r. } 1$9 . 214: 263 ' 7 306', 19 n_ 86 153.- 2141 ,I 262.': 306 ,. 19 _1 ` 86 .153 214: 262 306. i -'48-S -'. 18 , -83' 139 _ 186r. 227 r 264, 17, 77 137 186. 227 264 17 77. 137 386 227 264 moment ENGINEERING + DESIGN 10530 Warwick Ave,' Suite C51 -Fairfax, VA 22030, Phone: 703-998-2350 - Web: www.mseglic.com .. _ .�..�, .i+w,►f.r....i�.yy�.'-, .i•� .. t. .• � 1, r 5., �R �� ,C •.r .. .. �..4 r `+ ^' n CROSSRAIL MOUNTING SYSTEM EVALUATION ' _ ' APPENDIX II: PAGE 1 OF 1". CR150623[X k �_ 1. ' June 23, 2015: • �...` � � .,. 'mac` .. � ..!. i � Table 2.1: 60ss6il Section Properties. r• 48=S. ...X80• • (unit), �gC�oss Sectional Area('A)���,�Of5433� ��0 7�130Oi�n�7,01 •� a((fn^2) Moments -of lnteria VeFtical�(Ix),.,� rs�s.Ot2813 �1(0:2518�'._,�0180001 �(In^4)� Horizontal (ly)'" 0 161;4w '.0 23060:1970 (m^4' ; Section Modulii:.. r Vertical (Sx) •_ '> 0122291 012,457! OY5290)' (In^3) Horizontal (Sy) 0:1910 0.2966 A-:2514. *` iA Material: AL EN.AW 6063-766 AL.6005A-761 AL 6005A -T5'` 1 AL' 6005-T5 4'r AL 6061-T6 rote: Material sele0on i'sregion dependent:,, - Analysis based on worst-case.. 4 .♦ its - - F i. Y .. ... . a- YY • J. rilOmerii ENGINEERING +DESIGN �. • 1'053 '� � ',- � ,,_ 0 Wei wick As1e, Suite CS = �airfas, VA 22030 _ • . ;� Phone: 703-998-850 - Web w4,%v.rnse;Ilc.com 1 • = •,:�