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SOL (11-0259)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Tihf . 4 4 a&& BUILDING & SAFETY DEPARTMENT BUILDING PERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 5/18/11 Application Number: "� 11-00000259 Owner: Owner: Property Address: 49342 MONTANA WY KATZ GARY C & JERRIE L - APN: 649-510-013- - 49-342 MONTANA WAY Application description: SOLAR LA. QUINTA,, CA 92253 fin! d Property Zoning:, LOW DENSITY RESIDENTIAL V Application valuation: 40000 j t MAY 1 & 2011 Contractor: Applicant: Architect or Engineer. PROGRESSIVE ENERGY.Sd�i7TI NS CITY OFiAQUIN�TA 12189 7TH STREET S7�E 17-1 FINANCE�:EPT. YUCAIPA, CA 92399 (888)603-4255 Lic. No.: 926487 ------------------ LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Profe one s Code, and my License is in full force and effect.. Licens lass:/C146 License No.:' 926487 ate: �/b � ( ontractor: ,S OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State - License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: ( _) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ' (_) 1, as owner of.the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 1 _ 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: ' LQPERMIT ------------------------------------------------- WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: - _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided' for by Section 3700 of the Labor Code, for the performance of the work for which this permit is, issued. lX I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier STATE FUND Policy Number 1932019-2011 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should be ome subject to the workers' corn . n provisions of Section 3700 of the Labor Co , I all forthwith comply wit provis' S. ate: � V pplicant: WARNING: F�SECU E WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN . SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner; and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above•informati is correct. I agree to comply with all city and county ordinances and state laws relating to building constr ti ,and he authorize representatives of jpis county to enter upon the above-mentioned property for ins c ' n.p9rs. 00 DDate:<o'-/ J/)ignature (Applicant or Agent): Application Number 11-00000259 Permit ELEC-MISCELLANEOUS Additional desc Permit Fee 22.50 Plan Check Fee 5.63, Issue Date . . . Valuation . . . 0 Expiration Date 11/05/11 Qty Unit Charge: Per Extension BASE FEE 15.00 1.00 7.5000 EA ELEC PWR APP >1 TO <=10 7.50 Permit . . . SOLAR.PERMIT Additional desc . Permit Fee 22.50 Plan Check Fee 5.63 Issue Date Valuation 40000 Expiration Date 11/05/1.1 Qty Unit Charge. Per Extension _. BASE FEE 15.00 1.00 4.5000 EA SOLAR COLLECTOR < 1000 4.50 1.00 3.0000 EA SOLAR EQUIP MISCELLANEOUS 3.00 --------------- 7 ---------------------------- 7 Special Notes and Comments -------------- 6.6kW SOLAR ARRAY - (36) 185 WATT PANELS W/ (18),380W ENPRASE MICRO INVERTERS (478SF] 2010 CALIFORNIA ELECTRICAL CODE. May 9, 2.011 10:34:56 AM AORTEGA -------------------_-------------------------------------------------------- Other Fees BLDG STDS ADMIN (SB1473) 2.00 Fee 'summary Charged Paid Credited Due ------------------------------------------- Permit Fee Total 45.00 .00 .00 45.00 Plan Check Total 11.26 .00 .00 11.26 Other Fee Total 2.00 .00 .00 -2.00 Grand Total. 58.26 .00 .00 58.26 LQPERMIT _ Bin # City of La Quinta . Building & Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: 4113 VZ MOn4GI►Q V6 Owner's Name: L4 Zgesj4mcL A. P. Number: Legal Description: Address: 1-l9 3 Y Z /4erl;6rlca City, ST, Zip: L& 9 ZZg' Contractor: t f`O i )e [. eV_Q :::..y}. k:' "'<>''•?4 :>::<.:<>:» ::v •vyv;r.�?;?y.; v4ti.?yiv}?::•y:::: v Telephone:y ' y j' 7 (90-777- Address: 12191 - til SfPP.e,?P Project Description: coaliar 3(o S�iwGp 7C City, ST, Zip: VGGi CF} q2 Tele hone 2 _ �B -Igo P V �� i ;<i r,:•,'Yty; :i:?:i }ilii Y;: iktv:{i{4vLAAw City Lic. #•: 'moi a %Agtl 390 /� w State Lic. # : Z (VC fg 7 Arch., Engr., Designer: MS Gn O� tl�ta s Address:1711%1 Tfh City, ST, Zip: C R Zi Telephone: State Lic. #: CY Z(A Y- / W Mm. ..>:: :.::• ;: :\> ••�:.>" ' 24�k%f,: ;r ; Construction T e•' YP ' S rl Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.: # Stories: # Units: Name of Contact Person: lwits Ick eh q 1 � 1 1 � ' 214'1It Telephone # of Contact Person: Q - I 11 Estimated Value of Project: y 010 00 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Plan Sets Req'd Recd TRA G V JPdi PERMIT FEES Plan Check submitted Item Amount Structural Cales. Reviewed, ready for correctionsPlan Check Deposit 311911411 Truss Cales. Called Contact Person 3 Plan Check Balance. �-- Tithe 24 Cales. Plans picked up M.e� Constructio � ' Pl�- _ `I Plans resubmitted Mechanical S b 22.� Floodplain plan P P Grading plan 2" Review, readyfo orr o srssue IB N Electrical Subcontactor List Called Contact Person Plumbing Grant DeedPl ans picked up S.M.I. ' l \ r+ H.O.A. Approval pp Plans resubmitted Grading IN HOUSE:- Review, ready for correctionsrssue rj !4 1J1 Developer Impact Fee do� Planning Approval Called Contact Person y ' A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees _3�A�"tt - jotpt4 Oft, (%*WD M v6m;!*)_ t4juji'm Project Description: :Array &Ground Info. _ _ - Solar Panel Information: - . 36X185 W Roof Mounted Array Area = 477.36 SF Panel Type= Schuco MPE 185 MS 05 Q.Y � r•� . .: Solar Photovoltaic Modules Arra Slope = 19"` Panel Weight= 33.1 LB _ { Roof Azimuth = 180*Pan?I G�imensione- 62.20"01.81"- ' LOCatI011 Sheet Order:..progressiveenergy 'ProjectPV 1: Site plan, Vicinity Map, Roof Type: S Tile 13.26 SF SOLUTIONS R house photo = Unit Weight Of Panels= 2.5 PSF !� • - P � System kW D S , . . , r st. Attachment Sy ` 12189 7th , - - - -- - PV 2: Partial Roof Plan, 6.66 C TC - POOI Suite 17,18, 19 t partial roof framing plan 5.718 kW AC CEC =sngleie diagram, Yucaipa, CA 92399 PV 3: Electricilina ,� Satellite / ' Notes ' �' Ph: (888) 603-4255 ' ~` Trefiio r Lic # 92648.7 (C-46)- .Q x 6' - - CITY OF LA QUI NTA Contractor ure BUILDING & SAFETY DEPT. 12' 3 # APPROVED 6' FOR CONSTRUCTIO `} " sol m 1 ;1 ®2011 Gocgle—tdaVEateO1O11Googk-TermsotUs ReGcrteGrcblen DATE q 201 By i- - -- 6 Chimney i fUsT .eN Cl) M . T U) CULO 2 VICINITY; MAP . _ .. v N. PV -1 REF. .' SCALE:. N:T.S 5' ;_� _ ,; 1 •CU ^A'` �` _,�+% :`- 'Array 'Location - �� w o CU C � , r Det } "�a.- I ` .'�O W ,*,•/ U �... 00 .., - - ;- J) ate••+ Esga..xs�!-'t"'� ■ ` O O y ? \Y P. - Cl) ni N 't C) C� ,_ ,�•, M CD .t i„. �''' t! ` 'j CU ./!'tel �1J CU !� 5' _ ' a• y , ' it ..i 1+ r1a a an 1 rr� ' r - - s O � ��- 6" . •,Vent Pipes LO•' 9 1 AC Disconnect M ' meq ' ® 200A Mec. Meter m a. �" rt 000 �aDa09709 t t v` s _ 25 3 HOUSE PHOTO -- a? _ 1 Site Plan' With Roof Plan � PV -1 REF.. SCALE: N.T.S, ` = PV' -1• REF.. SCALE: 1" = 20'-0" APV -1 3 - ,.. - - rt.i. .. . • 5 - - - ... eta Solar DC Disconnect 5. Label to be applied on Inverter or applied near 1 Partial Roof Plan the ground fault indicator at visible location. PV -2 REF. WARNING ELECTRIC SHOCK HAZARD ` IF A GROUND FAULT IS INDICATED NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED. ' Applied to Main Panel aw WARNING� INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE progressive energy SOLUTIONS, 12189 7th st., TA T Suite 17, 18, 19 )EPT. Yucaipa, CA 92399 Ph: (888) 603-4255 Lic # 926487 (C-46) Contract ure x7EJ . Chimney E achments CO ner Box U Fr16A CUovcQ�O - o�O o , proposed 36 Schuco O CU 185 W Modules ) 2 � o _ N .=3 00 C CU IN 61V O Rf M CU U) J � Vent Pipes AC Disconnect 200A Mec. Meter p 3/4" EMT Conduit (Attic Run) r- 0 N Ln r M U& ` _ E. . Applied to AC Disconnect Schuco 185W Modules AC Output Current: 36A Match (E) Roof Slope I Operating AC Voltage:.7520 W k Mid Clamp Between - Modules -� OF LA 0 CITY _ BUILDING & SAI _ APPC 1 N FOR CONSTF � bATE (N) Schuco Aluminum (E) Roof Framing (N) Schuco Aluminum EZL Standoff3/4" I , EMT Conduit (Al -� EzRail 1.97"x1.57" Attached - 5/16" x 3 1/2" Lag Screw To EZL Stand Off - Attachments Using EXT -Bolt Min. 2" Penetration Sealed w/ ` - Set Sikaflex 1A Cl) 2 Attachment Detail . A ` Junction box ' PV -2 REF. _ • - Scale 1 1/2" - 1'-01' ,. � -' Placed On AC Disconnect ` Required Signage: 3. The following sign shall be f 1. Provide a place card with placed at every 10 feet on all C . ` Following wording in 1/4" High interior and exterior DC Conduits, High Lettering per NEC 690. raceways, Enclosures, and Cable c ` "Warning" assemblies, At turns and above Electrical Shock Hazard and/or below penetrations, and Do Not Touch Terminal. Terminals On all DC combiners, a.nd junction Both The line and load sides may be boxes in 3/8" HIGH lettering, Arial Energized in the open position. , font (NON BOLD), with capital,, a 8 2. Label For Solar AC Disconnect: letters, white on red background on reflective, weather resistant a. "Solar Ac Disconnect" Plastic Attached with Pop -rivets or screws:. . r� 4. Label for solar DC connect: "Caution: Solar Circuit" Solar DC Disconnect 5. Label to be applied on Inverter or applied near 1 Partial Roof Plan the ground fault indicator at visible location. PV -2 REF. WARNING ELECTRIC SHOCK HAZARD ` IF A GROUND FAULT IS INDICATED NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED. ' Applied to Main Panel aw WARNING� INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE progressive energy SOLUTIONS, 12189 7th st., TA T Suite 17, 18, 19 )EPT. Yucaipa, CA 92399 Ph: (888) 603-4255 Lic # 926487 (C-46) Contract ure x7EJ . Chimney E achments CO ner Box U Fr16A CUovcQ�O - o�O o , proposed 36 Schuco O CU 185 W Modules ) 2 � o _ N .=3 00 C CU IN 61V O Rf M CU U) J � Vent Pipes AC Disconnect 200A Mec. Meter p 3/4" EMT Conduit (Attic Run) r- 0 N Ln r M 11 PV -2 U& ` E. 0 N 06 � c Cl) 11 PV -2 ;Racking & Modules Are Grounded Via A Continuous #8AWG Copper Conductor Connected W/ WEEB Lugs Equipment Is Emphases Trunk CableAssem bly Solar Array (6.660 KW STC) (36) Schuco 185W Modules Total 12 modules connected in series per string, 3 series of strings connected in parallel max series tuse rating - 15A Module: Schuco MPE 185 MS 05 Voc=44.8V ISC=5.47A Vmp=36.5V imp= 5.09A MAX. Series Fuse Rating= 10A 10A is fuse rating of the panel where tring 1-3: 12 Panels 15A fuse is rating of the string Array Tilt: 19* Array Azimuth: 180* All wiring is in Conduit, attic runs are specified on PV -2 Main Panel 240 VAC, 200A #8 Armored copper ground conductor tring is in separate conduit to combiner box Using Microinverters Dc power is converted - to AC power and is then back fed into the grid Amp Buss bar without using a single inverter. Grounding for ACC Combiner Box panels is done using weeb clips and microinverters are grounded using solid copper _15A Breakers # 8 copper ground conductor. Ac Disconnect (3) #8 AWG THWN-2, with #8 grounding in 3/4" EMT _Grounding 40A PV Breaker 1 1 Electric Line Diagram PV -31 REF. . Scale: N.T.S Electrical Notes: 1. PV Array contains 3 series of (12),185W �Q modules using microinverters. 2. PV array Wring from J -Box to combiner is #10 SOLUTenenergy Use-2/RHW-2 W/ factor installed MC connectors to interface W/ Modules. 12189 7th st., Suite 17, 18, 19 3. PV array junction box provides Yucaipa, CA 92399 transition from array wiring to conduit wiring. Ph: (888) 603-4255 4. PV power source disconnect (fused) rated at Lic # 926487 (C-46) 15 amps, 600VDC, NEMA 3R rainproof. 5. Grounding from inverter to existing Contractor S' re main service grounded PER C.E.0 2010. 6. Ground electrode conductor from inverter to x ground electrode to be #8 AWG with a minimum E protection of bare armor sheathed cable. 7. Bonding jumpers used when rails are spliced. a) 8. Connectors shall be polaris IT -4 v� 9. Inverter shall be (18) Enphase D380 Microinverters j CO rated at 380W AC output, see equipment Specs. U N 10. Inverted is listed to UL -1741 "utility interactive" ca 11. AC disconnect is lockable Cfl p Q LO 240Vac,. 60 AMP. o (D � U 0 12. Equipment grounding on AC o -0 C p CU and DC sized according to NEC 2008. a a) 2 c 13. Negative pole of PV array referenced to L Iw CV s ground at the inverter. M ,N M C� o 14. All conductors shall be 600V, 90*C Rated (0 Y M M Standard copper. All conductors in conduit shall be thwn-2. 15. Maximum DC voltage drop shall be 1.5% o 16. All conductors shall be in conduit unless CU otherwise noted. 17. All work to comply with [2008 N.E.C.] 2010 _LO California electric code, 2010 California building code E «� 18. D.0 array conductors are to remain outside a- 2 of building prior to fusible combiner box or o 0 Fusible DC disconnect means. 19. Exact conduit run locations subject to change. — = N 20. 3.0 PSF max dead load contributed from W Z solar array. PV -3 igh-powerecf, aluminum alloy for maximum and power matchedto ensu e for solar endurance in`truaned v.IeathPr cnnsicrPnr nartnrninnrlo hr rI double ozida'tion coating for added fVloreove PV cell features anti-reflec- protectionagainst the elements, individua :oatings, state of =e -art assuring impressive longevity even. checked contacts, and full -coverage under adverse conditions. The micro cry inum back contacts with a load bearing capacity for snow warping. surface field. Our P' cells and wind loads is 50 lbs/sq ft ieticulously manufactured in (2.394 I<N / sq m►. dance with the highest Tical standards, ensuring The modules fully ad'nere to 4i�01{9% N. x_ ,t igh-powerecf, aluminum alloy for maximum and power matchedto ensu e for solar endurance in`truaned v.IeathPr cnnsicrPnr nartnrninnrlo hr rI double ozida'tion coating for added fVloreove PV cell features anti-reflec- protectionagainst the elements, individua :oatings, state of =e -art assuring impressive longevity even. checked contacts, and full -coverage under adverse conditions. The micro cry inum back contacts with a load bearing capacity for snow warping. surface field. Our P' cells and wind loads is 50 lbs/sq ft ieticulously manufactured in (2.394 I<N / sq m►. dance with the highest Tical standards, ensuring The modules fully ad'nere to fence at every stage of theGermany's stringent ISO 9001 ,ction process and .resulting and ISO 1400) quality ancf hlv efficient, lona=life cells: environmental standards The. ,* .' • - .. • 1 '� r ` S i,� ,. a 4 r 1. , a Fdµ • `� ` `Schuco MPE modules in' the' MS 05 series t ^ . Product name MPE 170 MS 05 MPE 175 MS 05 r MPE 180 MS 05 MPE 185 MS 05'� Schuco article number 232 558 232 559 232 560 232 561 ° rLIM==a r. 1w STC Rated output (Pmpp) 170 Wp 175 Wp i ,180 WP r 165 Wp r F s PTC Rated output (Pmpp) ' 153.3 Wp .c , 158.0 Wp y, . F4 1626 Wp r 167.1 W t ' Output tolerance STC (A Pmpp) - F -0/+5 °� , .a - ' 0/+5 % - w y A - 0/+5 %'.' -0/+5 Warranted power output STC (Pmpp min) . 170 Wp 175 Wp �.• : 180 Wp a 185 Wp ' • 'Rated voltage (Vmppl' 1 35.9 -V ° 36.1 V c - 1� ; A• , 1 <36.3 V 36.5 V Rated current Pmpp)' 4.76 A ' , 4.85 AA ' 5.09 A • t44 j ' 1 Open circuit voltage (Voc)' + 44.2 V 44.4 V - 6 V44. 8V L, / _ Short circuit current Qsc) , 5.18 A 4' - ' 5.26 A j 5.35 A .. j ` _ � 5.47A `a i ti t Module efficiency „ . 13.3% 13.7?/0 a 14.1 % - 14.5 °h Temperature coefficient a IPm„I' -0.44 %/C -0.44 %/C � -0.44 %/C -0.44%/C , - Temperature coefficient P (Ix)• +0.030 %/C +0.030 %/C ; q s v,+0.030 %/C %/C ' Temperature coefficient g (Va)• _ -0.33 %/C r, -0.33 %/C -0.33 %/C -+0.030 -0.33 %/C Temperature coefficient S U I' +0.030 %/C_ +0.030 %/C 4,+0.030 %/C +0.030 %/C i Temperature coefficient E (VW)* -0.33%/C :' :, -0.33 %/C =0 33 %/C -0.33 %/C ' Normal Operating Cell Temperature (NOCT)" 113° F (45 Q • r� 113° F (45° C) 113, F (45°C) 113° F (45°C) Maximum system voltage USA NEC � �; { 600 V 600 V 600Y. ' .. 600 V is± , ' Maximum system voltage SCII , ; 600 V 600 V 600 V 600 V K . Max. series fuse rating.- 10 A " k 10 A 10 A . ' ; 10 A c P%Cell type monocrystalline monocrystalline monocrystalline monocrystalline z Number of cells/ cell arrangement 72/6 x 12 72/6 x 12 72/6 x 12 72/6 x 12 - Cell dimension 5". (127 mm) 5" (127 mm) 5" (127 mm) 5" (127 mm) Outer dimensions 62.20 x 31.81 x 1.57 in 62.20 x 31.81 x 1.57 in :62.20 x 31.81 x 1.57 in 62.20 x 31.81 x 1.57 in , = (1580 x BOB x 40 mm) (1580 x 808 x 40 mm) _(1580 x 808 x 40 mm) (1580 x 808 x 40 mm) 1. Frame technology (if applicable) 'Aluminum frame, Black - :, Aluminum frame, Black ; Aluminum frame, Black Aluminum frame, Black . `' ~ Compound q Glass/EVA/Backsheet •. Glass/EVA/Backsheet Glass/EVA/Backsheet Y` Glass/EVA/Backsheet w ' Weight (module only) r ` 33.1 lbs (15 kg) 33.1 lbs (15 kg) •: 33.1 lbs (15 kg) 33.1 lbs (15 kg) Junction Box IP rating r- IP 65 IP 65 IP 65 F V. - IP 65. Cable length/ diameter (if applicable) 4r 40 in 2 in 40 in f 2 in 7; 40 int 2 in' ` ' , -' 40 int 2 in , !+r (1016 mm:i 50.8 mm) (1016 mm t 50.8 mm) (1016 mm t 50.8 mm)' (1016 mm t 50.8 mm) ' Connector type Schuco MC -T4 Schuco MC -T4 Schuco MC -Ti Schuco MC -T4 ; - compatible compatible 4 compatible .compatible �+ Product standard UL 1703 UL 1703 UL 1703 UL 1703 ' ° Extended product warranty t .5 y61m '' 5 years 5 years 5 years N - Output warranty of 90% performance PmPP (STC) 12 years 12 years • ] 11 years ` 12 years V s Output warranty of 80% ' L f performance Pm (STC) 25 years 25 years "25 years 25 years ^ Packing unit 2 modules 2 modules 2 modules 2 modules Weight of packing unit t 68.4 lbs (33 kg) i� � , 68.4 lbs (33 kg) 68.4 lbs (33 kg) 66.4 lbs (33 kg) • A * • Irradiance 1,000 W/mr, air mass index 1.5, cell temperature 25° C 4• •' - , -( " Irradiance 800 W/m2, ambient temperature 20° C, wind speed 1 m/s, air mass index 1.5 , "� + x 4 . r z a1 s - SchOco USA L.P. • SchGco Canada Inc. www.schuco-uia.com www.schuco.ca *4. {.• L 1 •t -' .. ., , pan,. .'. r , " � _. L r : f ,.y �! r . It ' ' k-. t• ,E . dam. , I a. - _ y .. , .• • i, • Y - • ' i. ` P 3464/05.10/Primed in Germany - z, ENPHASE MICR®INVERTER . D 3 8 0 The Enphase Energy Microinverter System improves energy harvest, increases reliability, and dramatically simplifies design, installation and management of solar power systems. The Enphase System includes the microinverter, the Envoy Communications Gateway, and the web -based Enlighten monitoring and analysis website. - Maximum energy production PRODUCTIVE - Resilient to dust, debris and shading - Performance monitoring per module - System availability greater than 99.8% R E L i A B ` E _ No single point of system failure , MART - Quick & simple design, installation and management - 24/7 monitoring and analysis SAFE Low voltage'DC . - Reduced fire risk A pry. MICROINVERTER"7ECHNICAL DATA _' f s„ ,The D380 "Twin Pack" microinverters contain 2 independent DC inputs. The Input Data (DC) values below apply to both DC Inputs A and B individually ' 4 nput Data (DC) D380-72-2LL-512/3 and D380-72-2LL S12/3 -NA` Recommended input power (STC) ;°' - 230W Maximum -input DC voltage 56V Peak power tracking voltage +" ; *�- 22V — 40V Min./Max. start voltage 28V/54V } • . y i r - - \ Max. DC short circuit curs nt`, 12A , Max. input current "� 10A _ 1 _ . - • . 'fir 1 .5`. ,. f .. 4. '' ,, ` ,. ` Output Data (AC) @208 Vac "+ @240 Vac Maximum output poWer, r , ; �ti ,: 380W - 380W ,., Nominal output current ,� 1.8A 1.bA - " , b: Nominal voltage/range 208V/183V-229V' 240W211 V -264V Extended voltage/range ' 208V/179V-232V ; ". ' 240W206V-269V - F .* �;.� Nominal frequency/range ; 60.0/59.3-60.5 60.0/59.3-60.5 Extended frequency/range - 60.0/59.2-60.6 60.0/59.2-60.6 , Power factor ', >0.95 >0.95 x" - Maximum units per 20A branch, _ i .15' '''10o Efficiency Peak inverter efficiency " "°r 95.5% =r' �: ' , CEC weighted'efficiency •_ `' 95.0% Nominal MPP tracking R •.. ; 99.6% 'Mechanical Data •' w {• v i! • * - `.w,. ., " ' /range to ., ` Operating temperature fr -40°C to +65°C' ' Night time power consumption '�, 50mW " Dimensions (WxHxD)12.25" x 6.00" x 1.33 ±' ✓ Weight .6.25 lbs' ,t S. Cooling ' ` • ' ;.Y ':`' , Natural Convection — No Fans, + " •:, ..Enclosure environmental rating, ; �. Outdoor — NEMA 6 Features, ~' Communication Powerlme Warranty` `� �. 15 Years Compliance.. , . , ` ,' UL1741/IEEE1547, FCC Part 15'Class B ` t Enphase Energy, ,Inc: �`:�' ti 142-00007 REV 05 ' 201 1st Street, Suite 300, Petaluma,. CA 94952 T `. . • ;877 797 4743 ..enphaseenergycom _ t r 4 �' r {y ®Printed on 700 percent recycled paper. SCHUCO a .J i to - ` } r, '^- > is -�.f `+� ". `r ^ I S•t1�''r,,+. �' t.r � - ezAnchor S -Tile , . :. On -Roof Installation .Tile. Roof _ ."� 4t' f i• f ,?�-P't' ']w. �'..r�..d• n�`��rrt:4 `�"1� r}°H � . i , _ , , � k - e v . '_ � }.E •�y�,f4...t'4+y Q4Y +� f r`.}+�._ s F ' E. • f • ,•� r �. !✓G ' � c i, Cy F ir' �.M,�� ! ".'yR y • . ;� �.tx , • • t L - � � r � � :�� •�?+4 ,•..tTt�� to � at•`6� � �i s , + ' . - 'j' : F . s`b•s�'•�,�..•,'u(.rt'�Jwit..�.FLJ'.iT�"....Z .. ii F ' r r k . ,t '• +s 'x fl ! 5 1 .., i 1 •max ... �� f � i , �y.J 4.0 0 SCHUCO Required Materials ezRail ' cut to desired length ezAnchor S -Tile see table for quantities required ' x (232 064) ezT-Bolt Set - quantity equals quantity of ezL Stand -Offs (232 027) 'The ezRail WS is used throughout this manual exemplary. ezRail WS 135 (232 038) ezRail WS 240 (232 037) Depending on load factors the ezRail W and ezRail WS+ may be used: ezRail W 135 (232 036) ezRail WS+ 135 (232 040) - ezRail W 240 (232 035) ezRail WS+ 240 (232 039) 4.1 232 101- Version 07 03.2008 SCHUCO 0 System Overview: Horizontal ezRails Using ezAnchor S -Tile 2b o 0 (2) Fixing points / Roof attachments 0a ezT-Bolt Materials to be provided by installer: (2)b ezAnchor S-TileScrews for mounting ezL Stand -Off to roof / rafter sealant. ' General installation / assembly material ezRail for heating and roofing. ® Hexagon head wood screw / lag bolt 41 03.200e 232101 -Version 07 4.2' ISCHUCd Horizontal installation of ezRails on ezAnchor S -Tile 0 01 Locate exact position of rafter! Start at lower edge of roof. as Make pre -drill marks at the middle of the rafter! Pre -drill centrically, in order to prevent damage of the rafter. 7 A A - g' r Right 1 "..` I Wrong I I�1-1 G'na�s a� Sep- Ar �, •; 4.3 232 101 -Version 07 03.2008 FS C H 0" C 0 I== �1� Horizontal Installation Of ezRails On ezAnchors S -Tile Option A M N ezT-Bolt Screw 90* clockwise to secure ❑Turn connection to ezRail! Pinhf I TIP Use a cord again and measure diagonally starling at one end of the ezRail. Note N ezRail may also be attached to the other side IF of the ezL Stand -Off. attached dl d2 03.2008 232 101 - Version 07 4.4 �SCHU"""COI=-'RIaU1, Horizontal Installation Of ezRails On ezAnchors S -Tile Option B (optional ezAngles needed) y J1 Turn ezT-Bolt Screw 90° clockwise to secure connection to ezRail! I TI Use a cord again and measure diagonally ; starting at one end of the, ezRail. \ _ f1 4.5 232101 -Version 07 03.2008 t Solar Systems Installation / Operating Manual SolarEZTM MountieJ • System-. { . 3 Vii . ��7t �i�e'/• x �„�`+.`...•.,)'! � k•^*:Ft � _S_ `• - 1y. .� '+.a �'�."' :� ) ♦ - �{' .tip �+ ��'/ � �4r.+ r? �.t �„st .rc _ �.-sn+i-= i�•, y A:"t a �.... } SCHUCO a ... SCHUCO Preface / Installer Responsibilities Thank you for choosing Schuco Solar products. Should these installation and operating instructions not answer all your questions, please contact your Schuco specialist. This manual provides installation instructions for Schuco SolarEZTM mounting system as well as supporting documentation for building permit applications. PLEASE REVIEW THIS MANUAL THOROUGHLY BEFORE INSTALLATION. YOU, THE INSTALLER, ASSUME COMPLETE AND ABSOLUTE LIABILITY AND RESPONSIBILITY FOR FOLLOWING THE SPECIFIC PROCEDURES SET FORTH IN THIS INSTALLATION MANUAL. MAKE SURE YOU UTILIZE ALL NECESSARY SAFETY EQUIPMENT, AS REQUIRED BY APPLICABLE RULES AND REGULATIONS, OR AS REQUIRED BY COMMON SENSE. Schuco is not responsible for your failure to follow these approved procedures, or to use professional standards of care and common sense in handling Schuco products or following these procedures. Schuco is not responsible for any unauthorized changes, additions or alterations you make to the design of a product or to the installation method for any product, or the results from such unauthorized changes. Incorrect usage can result in serious injury or death to the user or a third - party and damage the product. Schuco shall not be liable for any damage arising from incorrect usage. Any work you perform must be adapted to suit conditions on site and must be in accordance with technical and local regulations, as well as all applicable state and federal laws and regulations. Installation must be carried out only by technically qualified and authorized professional personnel who possesses the required licensing, if applicable. Be advised that the installation of solar units may require increased rain resistance measures with regard to skylights, walls and sealing technology and this must be taken into account accordingly. When installing PV modules on SolarEZT"' please note: - Solar modules are live electrical power sources when ex- posed to light. - Arrays of many modules can cause lethal shock and burn hazards. - Solar modules should be covered with an opaque material during installation to avoid shocks or burns. - Do not touch live terminals with bare hands. - Use insulated tools for electrical connections. SolarEZT"" been designed as a fixing system for PV modules and solar thermal collectors and must only be used in accordance with its stated structural capability. They are designed for roofs with inclines from 14° to 65°. The dimensions and data specified can vary depending on the solar unit selected, therefore on-site checking is required. Inappropriate use of the design and changes that are not permitted for the installation will invalidate all liability claims. Code -compliance and installer responsibility SCHUCOs SolarEZTA° mounting system will be structurally adequate and will meet the International Building Code (IBC), 2003 2003 California Building Code when installed in accordance with this document.. This document may be amended at any time by SCHUCO. Please check with us on a regular basis for any updates or amendments to this document. The installer is solely. responsible for: • Complying with all applicable local or national building codes, including any that may supersede this manual • Ensuring that SolarEZT" and other products are appropriate for the particular installations and are designed for the installatiorrenvironment • Ensuring that the roof, its rafters, connections, and other structural support members can support the array under live load conditions • Ensuring that lag screws have adequate pullout strength and shear capacities • Maintaining the waterproof integrity of the roof including selection of appropriate flashing • Ensuring safe installation of all electrical aspects of the PV array or all plumbing aspects of the solar thermal system You should be familiar with construction standards established by the This document may be amended at any time by SCHUCO. Occupational Safety and Health Administration (OSHA). Please check with us on a regular basis for any updates or The following is a partial list of relevant national codes. Schuco makes amendments to this document. no warranty as to the completeness of this list: - 2001 Code of Federal Regulations, Chapter 29, Part 1926: Safety and Health Regulations for Construction. U.S. Department of Labor / OSHA, www.osha.gov The OSHA rules most relevant to solar installations include: Subpart D Occupational Health and Environmental Controls Subpart E Personal Protective and Life Saving Equipment Subpart P Tools, Hand, and Portable Power Tools Subpart Q Welding, Cutting, Brazing In addition the solar installer should have knowledge of national codes related to solar system installation. Various codes that are used throughout the United States are: - 2003 International Plumbing Code International Code Council Inc., www.iccsafe.org - 2003 Uniform Plumbing Code International Association of Plumbing & Mechanical Officials (IAPMO), www.iapmo.org - 2000 Uniform Solar Energy Code International Association of Plumbing & Mechanical Officials (IAPMO), www.iapmo.org - 2002 National Electrical Code, NFPA 70 or 2002 National Electrical Code Handbook National Fire Protection Association, www.nfpa.org - The NRCA Roofing and Waterproofing Manual, 5th Edition National Roofing Contractors Association, www.nrca.org 03.2008 232 101 -Version 07 1.1 ' `•3' , ,FK• t tiif _ sic f'' , OWN General Information, Hazard Warnings And Safety Advices• First steps: - Check delivery immediately for transport damages,' ,C .. - Check for completeness! If incomplete, please call: 1-8774.SCHUCO ' If necessary, protect delivery against weather influences. '• Use caution when unpacking - Carry carefully . •.. r - ,: As you work, be constantly alert for circumstances that may cause an accident. Wear protective gloves ' �0 Wear safety glasses at Wear Hardhat ,ti a ' s+c • 1. Follow the protection regulations by the Occupational •, J Safety and Health Administration (OSHA). ` ' 2. Pay attention to safety precautions.. 3. Wear proper clothing• 4. Use shoes with soft rubber soles and toe 'protection. ., 5. Wear eye protection. 6. Wear a hardhat. f ... ? r 7. Do not concentrate heavy'loads in one area of .the roof,-"- spread oof,- spread them out. The deck could give way 'under the load. y •' 8. Roofs with a greater than 4:12 slope that are 16 feet or more above the ground should have a catch platform at the edge . t + of the roof while working. • 9. Some roof conditions require that the installer wears a harness , and lifeline to protect against falls: €: .10. Ladder safety: r ..Make sure you are awarev of all OSHA ' requirements. Always check the ladder for defects; never use a damaged ladder. The feet of the ladder must be on a firm, non -slippery surface. On soft +0.' earth, place 3/4 -inch plywood squares below each leg. If neccessary, nail pieces of wood onto ground, behind ladder, to keep from slipping. Use fiberglass ladders; ladders made of wood deteriorate with age. r , s An aluminium ladder is dangerous if used around electric extension + Dispose all packaging in an `cords or overhead wiring. + . « . l environmentally sound manner! 1.2 w r ' :232 101 - Version 07 F £. 03.2008 .: _ � fi SCHUC:O General Information, Hazard Warnings And Safety Advices tl• ��'> �f Section -off sit and secure against falling parts. i - i i i ti Apply safety guard strap t �T \ � { Do not attach safety guard strap to mounting system Iy J• 1 1 Keep First Aid Box ready and place in range. r . i r. 1 03.2008 232 101 -Version 07 1.3 SCHl .UCO - o Table Of Contents i•\F. 1 e J , 1.1 , Preface / Installer Responsibilities 1.2-1.3 ,._ General Information, Hazard Warnings And Safety Advices 1.5 O Explanation Of Symbols Used 1.6 O Overview: SolarEZTM Mounting System 1.7 Tools Required 2.0 Rail Span Charts 3.0 On -Roof Installation "Composite Shingle" 4.0 On -Roof Installation "S -Tile 5.0 On -Roof Installation "Mission -Tile" 6.0 Installation Of ezSplice Oil 6.1 Possible Collectors And PV -Modules To Be Installed On 611iSolarEZTA° Mounting System .,. 7.0 O Engineering Certificates 1.4 232 101 - Version 07 03.2008 SCH `UCO a� Explanation Of Symbols Used See page (232 000) 6 -figure numbers in brackets are always Sch0co article numbers Warning: Danger to life, environment and product Connection Flush Important note Parallel Materials to be provided by installer I F Drill /Pre -drill lbs Weight /Total weight (lbs) Pressure (psi) Hand -tight Tighten firmly Optional system o 03.2008 232 101 -Version 07 1.5 , SCHUCO Overview: SolarEZTM Mounting System ezRail W 135 / 240 cut to desired length (232 036 / 232 035) ezRail WS 135 / 240 cut to desired length (232 038 / 232 037) ezRail WS+ 135 / 240 cut to desired length (232 040 / 232 039) ezL Stand -Off Set use load table for quantities (232 114 / 232 061) ezAnchor S -Tile use load table for quantities ti ; (232 064) ezAnchor Mission use load table for quantities (232 066) ezAngle-AI use in connection with ezL Stand -Off to top -mount ezRails (232 026) ezAngle use in connection with ezAnchors to top -mount ezRails (232124) ezUniversal Screw , (232028) ezAnchor-Block (232 062) ezT-Bolt Set (232 027) ezSplop (232 ce (232 041 / 232 059) ezCross use to cross -mount ezRails r (232 042) SolarEZT"" Mounting System (232 101) Also required needed Use locally required and approved screws for installation! Hexagon head wood screw / lag bolt r 1.6 232 101 - Version 07 03.2008 SCHUCO - Tools Required: HammerA Sealant (paste) ' Bitumen roofing felt Pencil / Chalk Tar pasteboard Folding rule /Tape measure Spirit level. Wrench ?. Electric Screwdriver/ drill and bit Hexhead Screwdriver Torque wrench • ti 03.2008' 232 101 -Version 07 1.7 SCHUCO SolarEZTA° Installation, Code -Compliant (IBC & California) Rail Span Charts How to use these tables: 1. Determine the basic wind speed and wind exposure for your site. " The IBC and CBC define wind exposure as follows: Exposure B: Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single-family dwellings or larger. Has terrain with buildings, forests or surface irregularities, covering at least 20 percent of the ground level area extending 1 miles (1.61 km) or more from the site. Exposure C: Open terrain with scattered obstructions, including surface undulation or other irregularities, having heights generally less that 30 feet (9144 mm) extending more that 1,500 feet (457.2 m) from the building site in any quadrant, including flat open country, grasslands and shorelines in hurricane -prone regions. Exposure D*: Flat, unobstructed areas exposed to wind flowing over open water (excluding shorelines in hurricane -prone regions) for a distance of at least 1 mile (1.61 km). Shorelines in Exposure D include inland waterways, the Great Lakes and costal areas of California, Oregon, Washington, and Alaska. Exposure D extends inland from the shoreline a distance of 1,500 feet (457.2 m) or 10 times the height of the building, whichever is greater. *Note: Charts in this manual may be used for exposure categories B and C. Consult an engineer for exposure category D installations. 2. Determine the roof snow load for your site. Consult your local building department or a local engineer for roof snow load requirements. 3. Determine the arrangement of the panels and span direction of the rail supports (as shown on the Collector/Modules requirements of page 2.1 of this manual) and determine the length (in inches) of the solar panel that is perpendicular to the rail layout, noted 'P' in the drawings. 4.. Locate the applicable span chart for your application and locate the correct table for the rail profile (ezRail W, ezRail WS or ezRail WS+). International Building Code (IBC) California Building Code (CBC) Wind/Snow 0 psf 20 psf 85 mph pg 2.3 pg 2.11 90 mph pg 2.4 pg 2.6 pg 2.10 100 mph pg 2.5 pg 2.7 110 mph pg 2.8 120 mph pg 2.9 California Building Code (CBC) Wind/Snow 0 psf 20 psf 30 psf All pg 2.11 pg 2.12 pg 2.13 r Wind/Snow 0 psf 25 psf 30 psf 50 psf Tableversion 1.0.0 Tableversion 1.0.0 5. On the chart, locate the correct panel dimension 'P' and scan horizontally to the correct roof pitch (for IBC) or correct wind speed (for CBC). 6. Once under the correct roof pitch (IBC) or wind speed (CBC), find the correct mean roof height (in feet) to determine the correct rail span measurement. The measurement shown is the maximum distance between supports (shown as 'X' on page 2.0) in feet — inches 2.0 232 101 -Version 07 SCHUCO SolarEZTM Installation, Code -Compliant (IBC & California) Example: Code: IBC Loads: Wind = 90 mph, exp C, Snow = 30 psi Number of collectors/modules: 9 Arrangement: Portrait/Adjacent Panel Dimensions: P = 56.10 in x B = 25.67 in Selection of Profile: ezRail WS Cutting length: 239.73 in (6088.mm) = 2 profiles Pitch: 5:12 = 22.6° Installation height: —40 ft. Max. fixing distance: X = 50 in. _ _ez Rail WS: Maximum Rail,Fixing Distance "X" (in) Panel Panel Slope and Mean Roof Height (ft) Width 'P' 0-10 degrees 15-25 degrees 30-45 degrees (inches) 30 60 300 30 60 300 30 60 300 24 910 ` ; 89 86 80 ` ' 79 77, 68 67 66 ' 30 83, °82' 80 .72 71 69 * 61 ,60 9-36 36 78 -.78. l h.: 75 ' .65 65 63 55 55 .59- ':;54 4274 :.73V:: 69 60 60 58 51 51 50 48 69 '':68 65 56. 56 ,: 55 48. _ 47 47 •- 54 65 62 59. 56. 54 52 '64 61 58 55 53 51- 61 53 54 ' 58 50 50 49 ;. ''S5 r ,48 '- 46 53 ` 46:. 46 44 :. .`51 44 44 43 48-- 42 42 41 ; 45 43 4.1- _ 3.9 37 36 45 - 42 40 39. 37. 36 44 42 '40 - 38 36 35 ' 60 66 72 78 85 Tableversion 1.0.0 General Notes 1. Rail spans have been designed for worst case combination of wind pressures and roof snow loads designated on each chart. 2. Assumptions include: a. Importance factor: I = 1.0 b. Wind exposure: exp = C C. Deflection limit: D = L/200 d. Pressure coefficient: Cq = 1.3 3. Limitations: a. These charts are applicable only to locations which site on hills where the maximum average slope of the hill is less than 10 percent. b. Rail spans were determined using a 3 -span condition. Allowable rail spans/maximum fixing distance shall be multiplied by 0.8 for 1- or 2- span conditions. C. Maximum spans for wind speeds, building heights, roof pitch or panel length 'P' not specifically shown shall be determined using the next most conservative value for that value. 03.2008 232 101 - Version 07 2.1 SCHUCC! inch SolarEZTM Installation, Code -Compliant (IBC & California) Fixing distances of substructure �, P = Panel dimension perpendicular to base rail (in.) Collector / Module requirements B = Panel dimension parallel to base rail (in.) a) Landscape / One above the other b.) Landscape /Adjacent L = Length of mounting rail Mounting rails: vertical Mounting rails: horizontal = Maximum fixing distance (ft. - in.) '/4 P P '/4 P _ LB - (max) (max) X B a - E E M C m a X It Ll 1 41 cc c) Portrait / One above the other Mounting rails: vertical E (max) P/max N C OR O m d.) Portrait /Adjacent Mounting rails: horizontal LB E E a v X E E .. - o III Cq N 2.2 232 101 - Version 07 . SCHUCO •..ez Rail WS:'"Maximum�Rail fain Distance :7F'" in :• :-]Jlnc,�. 30 0-10 degrees 60 300 Panel Slope and Mean Roof Height ft 10-27 degrees 30 60 300 30 27-45 degrees 60 300 24 134'.;,- � 125:';..132. ._162 _ .109 1091-2- 141--- ....195 IBC: Win =:8b mp R Snow _.p:ps -� . 123--, � :112° ':•75:-.. ::124.''x;' _.:118 97: ;.�. 108 ..91�"" :_' :...151`: • ` •_..:144 •126: •' .329 36 112.: 102 '.. ° - 69A--.:98,' ,t: 89J - ' .:.138132.' ,.:94" ez Rail W: Maximum�Rail Fixin Distance;"X" 'in ., ,� ,- • . � � 104°*. " 94 ' 64' Panel 91' : 87'.',: --''77' Panel Slope and Mean Roof Height ft .,-.g7 --88;.' .'59 Width 'p 0-10 degrees 10-27 degrees 27-45 degrees inches 30 60 300 30 60 3� 30 60 300 ,;85. 24 •146"133 54 :90 .-121.��: � °.121•�,:.. .111 104 ., 104: -�- 97 4: »'88 •_ `.72� � 30 ::...131 :68 - 80:'�- ..' . -112: 11--"t- •-100:.: • 96. 94:`'`- 69- � •:76 ..+r ,.7364 36 119: 509. •#73: � :" ' ..105:::: .'':101. .,91-.: x '89 86:g �-4.- . 72` . ..69 42 110 101 72 `97k.-".93.• f82.° ` •.80,.. .73":` 78 98 ` 48 •103 : .94- .: � 63- • .' 91 ..; `_87' : s'.;;,•7.g:F .. ':77 : •::':' 75'''" 66 56 ."51 54 °'97 " 89- '60 86 , `82: -74 73" j30' 64 60 ..` 92 84'- .5778 4.70 .,. :. 6,9"` ": 67,. . , a;61... 66 ` 88: 80 '-78" .74' >67. .66- -:6+11 ``58 72 �84, •»' °g2: X64.:, `.63 '61.`" 56{ 78 81- 74• ' :50. 62: ':60 -,58 "`54.• ? . 85 77'. '71•_..4T. _684'`;�Y" ,66. 59,E=..,.. .,58 ":' *Chart values are for 3 -span condition on rails (minimum of 4 supports per rail). Multiply span by 0.8 for other span conditions. - •..ez Rail WS:'"Maximum�Rail fain Distance :7F'" in :• Panel; Width inch 30 0-10 degrees 60 300 Panel Slope and Mean Roof Height ft 10-27 degrees 30 60 300 30 27-45 degrees 60 300 24 134'.;,- � 125:';..132. ._162 _ .109 1091-2- 141--- ....195 30 123--, � :112° ':•75:-.. ::124.''x;' _.:118 97: ;.�. 108 ..91�"" :_' :...151`: • ` •_..:144 •126: •' .329 36 112.: 102 '.. ° - 69A--.:98,' ,t: 89J - ' .:.138132.' ,.:94" .: ` y • � 83 42 104°*. " 94 ' 64' .`: : 105. sz 100 '",82'• 91' : 87'.',: --''77' 48 .,-.g7 --88;.' .'59 a:_9&.93: -.77, ,;85. 8:1`:.' 54 _-:91.` .83-;.'•.•-:.93t_ :,;;107- 94.' � 4: »'88 •_ `.72� � .80 7.7 :68 - 60 87.' 79 88..:`:: • '83. Y - 69- � •:76 ..+r ,.7364 107 - 66 -83 75 .• :' . - 51:79 : '87.1 . .:65 . 72` . ..69 102 72 79,V,. 72 .48.'. 80:76•639-66'S9:7876:69::,477..7360676485 ` 83,..,': "; 80: 78 98 ` 90 •: '60 - -.94:.:.,'89 �'7 � , .77 ,70, ,.. '73": 66 56 ."51 - •..ez Rail WS:'"Maximum�Rail fain Distance :7F'" in :• Panel; Width inch 30 0-10 degrees 60 300 Panel Slope and Mean Roof Height ft 10-27 degrees 30 60 300 30 27-45 degrees 60 300 24 134'.;,- � 125:';..132. ._162 _ .109 1091-2- 141--- ....195 30 123--, � :112° ':•75:-.. ::124.''x;' _.:118 97: ;.�. 108 ..91�"" :_' :...151`: • ` •_..:144 •126: •' .329 36 112.: 102 '.. ° - 69A--.:98,' ,t: 89J - ' .:.138132.' ,.:94" .: ` y • � 83 42 104°*. " 94 ' 64' .`: : 105. sz 100 '",82'• 91' : 87'.',: --''77' 48 .,-.g7 --88;.' .'59 a:_9&.93: -.77, ,;85. 8:1`:.' 54 _-:91.` .83-;.'•.•-:.93t_ :,;;107- 94.' � 4: »'88 •_ `.72� � .80 7.7 :68 - 60 87.' 79 88..:`:: • '83. Y - 69- � •:76 ..+r ,.7364 107 - 66 -83 75 .• :' . - 51:79 : '87.1 . .:65 . 72` . ..69 102 72 79,V,. 72 .48.'. 80:76•639-66'S9:7876:69::,477..7360676485 ` 83,..,': "; 80: 78 98 ` 90 •: '60 - -.94:.:.,'89 �'7 � , .77 ,70, ,.. '73": 66 ..45.4'X70 .. S7 . 6,4 -61-. ='S4} • - 3 03.2008 232 101 -Version 07 2.3 n ::�ez.Rail°1N8+:;Maximtam°^Ral�Fniin `Distance'.'X''' in)-'- :• Panel Pane Width 'p (inches) 30 0-10 degrees 60 300 Panel Slope and Mean Roof Height (ft) 10-27 degrees 30 60 3� 30 27-45 degrees 60 300 24 .:178• a, ._162 _ .109 :._..:,169 ` :,, ": 161 141--- ....195 --145 139:'126'- ; 30 ='.159 ..° -145:98= :_' :...151`: • ` •_..:144 •126: •' .329 124,:113- ' 36 -: '145= "'132- ,t: 89J - ' .:.138132.' 115 .:, , � '118 •.' '•;'.114"` + '. ':f03.: . 42 :134 122 • . 82 ....122. '406- •�; . AM, I05 � = .: ° 95'.. 48 `.126 >'..114 ;77 ••._ 119 ..' . '114•,.' '.. 99 ,.i:102'=`'' : 98 54 '- 118' :. 108,113 :,;;107- 94.' � 96 93A': ,. 84�,-:,. 60 112.,.,.. . '102%, 69'. •"107 �. ,:;102 ":89. -:..-91,` - -; 88:,_' 66 107 - 98. ; ' '66: «! . ''102 •� 97' 85 � :: ` : '87.1 . 84'`-76' ' 72 102 ` '93= • 63 97s93 81 ` 83,..,': "; 80: 78 98 ` 90 •: '60 - -.94:.:.,'89 7880 � , .77 ,70, ,.. 85 94 8b • 58 •. - :90 85 ' : 75 - '•. - .7.7 ` " 74,, , • • ; ` :67.: - 03.2008 232 101 -Version 07 2.3 ... �SCHUCOI =H inrt - .IBC: Win =;BS mp Snow =:20 psV,,% .'ez Rail W:;Maximum RailTikin Distance "X°; .in r -", Panel Width 'P` inches Panel Sloe and Mean Roof Height ft 0 -10 -degrees 10-27 degrees 27-45 degrees 30 60 300 30 60 300 30 60 300 24 114','' "413,x- •. 9 0 r,- 84'6';, . ;x,84- 83 ;' t "'70 ;s. T _ 69 • s;''68r�:; 30 105: `; :'103 .r -;7.5 �'^84,:�t � ,.84°' 82 "Y 7;1 7- R71.-�� r 69:a.• 1 .: W .,80 ` . `.� X7.51::,1 x.75`: 36 . :93" 492'" : 73 $ . ' r r':69= `�n:68' ' _` 67 x;"57 ; • ` _ T 57.. 56 G': 42 86 i '.85. ' c68 yt^ ;? 64,:r-: �sz•K63 r. 62 B ` t53" r 'S2c�` , 52 .�.� 48 80 K: 79,1 ?"63'x. C „59° 'F'59,t .,:.58 ; "�49 , ,!49y* .x'48.9 54 -76-°', 75 t " -60 � r 56" " i i .56 ti y: 55 . - .'� 46.k ; 46 i' �'� P4 .i 60 x'`72, "`" ��71 z" :; 57.;, 53 .t i 53� ' p' 52i. ` z.° _44" 't 44 -;, tr • 43 =:if ` 66 r68 :68t; -,'F54=_ "t" 51.a1 .z�50i ..:50 .�.4.2r - 2� - 4 41 72 ;65x`.651 4 52r :48 ^; `48 z"}48_; 40 40j:"": I- 39::`' 78 ,.63, �,� =62 1 f'S0' : x •f 46 ; , :46 �` 46..' • �' 39 �'38`� .-38:.�"_ 85 `: < 60 =.+ 60 -'Y47r t% '7 444 4.4 .: w 37 %m '-371:.` ,36 ` 'i' *Chart values are for 3 -span condition on rails (minimum of 4 supports per rail). Multiply span by 0.8 for other span conditions. 2.4 232 101 - Version 07 03.2008 ;xez,RaihWS:aMaximum.Rail'Fain-Distance''X, Panel Width 'P` inches Panel Sloe and Mean Roof Height.(ft 0-10 degree 10-27 degrees 27-45 degrees 30 60 300 30 60 300 30 60 300 24�92_�° 27-45 degrees 60 300 30 105: `; :'103 .r -;7.5 �'^84,:�t � ,.84°' 82 "Y 7;1 7- R71.-�� r 69:a.• 36 r ;96'.� .•, :,, x.94 7--,69-.-- P 77.' k ,�.. x.77;: ",` X75 :ti -1-0'65 0- r-,-164, 42 r. _88 o", 64' �,, X71=�;a : ',r 71 7� --%-70;• t� F 60 t L 60�' 48 z83 , z `81 }'591..-z.. '-FV 6T.7,�six.':66' , ,s,'65, '456 --Ir 56 w_.' 54 5663�t�-.. z, .53, 51 ' `..'53' F 1"-77': :120= _ : ; 59 �50.. r 50 "4960 7.4' _73 i53' 4:560. a'r:�-"' 66 "70�:= ., 169` -,51- y 571_ '`56 55 <'P X48 �.; ,'47.x'-' r x.46 L 72 67� .:66,_. 53 78 s. 65 � P M1a; °, 64 '.''. ,: •:►i 47'. , �r� �; 52► . �',•e`�.:52 • t t ":u 51 - x�r;• 44-: ''': _�. 44 t"'�. ti •a;..43 }_ 85 - 62s:' - 61x,3 # ':45,,:� X50:`:e Z 50 t., �. _49:` �'g,.:91" *Chart values are for 3 -span condition on rails (minimum of 4 supports per rail). Multiply span by 0.8 for other span conditions. 2.4 232 101 - Version 07 03.2008 :ez.RailMS+:•Maximum'Rail -Fixing!-Dista nce.'')(!'(in) Panel Width 'P` (inches) 30 Panel Slope and Mean Roof Height (ft) 0-10 degrees 10-27 degrees 60 300 30 60 300 30 27-45 degrees 60 300 24 4,-147--- :14fi " ':,, 1091 =113: x : --;o 112L ; `110'- 94` _x .94.:':'"` 5 ;92''` 30 131'„ ;; 130'::T ; 98 . ' °"''r „101.' % �---' 100 - 1r:: y� 99: `: � : s '- x''84, . `:.84 36 :120= _ `� 119 • = 89; 92 4 76,_i.�, 1: 75,%` 42 ::':111_ •;k110" :. ' =, 69, -w -: 82: _, 85 v-' ;"'`'85-.", :x;83.71W ° X71= =� ��,�. 48 .,,104,., 't-.,103 7.7 :` :.09 ' f .79. : 78: ' . i`. =66,.'., ". 66',.; 54 a 98'- -97- '73 t '75-,-,-. ,74.: - 73'.x:." r -',63...x: :,62 60 -93 _92 ='*- 69 : � :71 ' r 71 , :70'' L''S9' : ,59:r' , = ' 58r '' 66 88. _88 "66 'k68=67',:66; _:57, �� '` 56. .. '55s 72 .85 " 84 .63 ;' t . a ,-ri:65 Y iW 64.; _. 5 c. 63' " 54 54 78 81 81 x:60 ` 62 :62 . y 61„ ,t-+52 , . 52 `W 51 � 85 78 jr59" ' S8. A, 501 �Z49 *Chart values are for 3 -span condition on rails (minimum of 4 supports per rail). Multiply span by 0.8 for other span conditions. 2.4 232 101 - Version 07 03.2008 SCHUCO , ez Rail:V►lS:Maicimum Rail Fain Distance "X": :in :.' -' - . Panel Width 'P'0-10 P' inches 30 degrees 60 300 Panel Slope and Mean Roof Height ft 10-27 degrees 30 60 300 30 27-45 degrees 60 300 24 ° �-'128, "; •. 117. 79 .>--134'_; � 124:,.. 102: " ::..116 i.1,1,_. IBC: Wm =;90 mp 'Snow'= O psf 30 114.„ ,104... :71 - 119: ..111 .. 91• -; '104 99' '85,'-;- 36 _ .104:; 95 -65. . ..:109 • �.. '10Z", 83 : -95 90'.78::.. ez'RaiI�W: Maximum Rail Fain Qistancetx": in 42 96 .- ._ • 88' _. 60 . Panel 77. 88 Panel Slope and Mean Roof Height ft 48 90 Width 'P' 0-10 de rees 10-27 degrees 27-45 degrees inches 30 60 300 30 60 300 30 60 300 . ' S6 �; • 94.. - :: • 88-- 24 '136 124`- 84 •. 121 • -120:.107- 104,. , 103 ..: 94 89 - • '.83-- 68:. • : 30 -122 `111 `75,- ; ..112 = '. :107'. .1 96.- 9.5 92 .. 64 , 73 � 70., 36 '-111 101 69'-. --402 ... i.1-98:: '87-.- X87 ti .84: e . `. "•.76.x; , 72 72 42 103 •. 94 . , 64-94..`90 58`. 81. 80 . 78 _ 71 . . 71 •:: : • . `64 .:. 48 96 '88 .: 59 88. • ' `- :; 84 76 75,: 73. :66``, 71',-7,776-6-7 . '" 54 54 '.. 90- 83 .56 -.. , . ,=.83'' _:", •� .,80 •` _ `71: 71` .. -:68`•62 :,.. 60 -:86, _ 78= • _• 53 79X75- .... ; 68 -67 ' .65 59 66 •82: 75 _ 51 •' � .75`. -,72.- 64 .64. 62 , ." w 72 .;. 78-'-, 72-; 48, -. 72, 69 ;62• _61 54 .; 78 75 69 = 47`',.;69' , ., •:66 . ,.59 59 . ; " • :57 52 85 -7266. .. , ; , -45 "•" _ , 6663--57.,_ ., '.:56' - •-: ..54 50,1 ' , ez Rail:V►lS:Maicimum Rail Fain Distance "X": :in :.' -' - . Panel Width 'P'0-10 P' inches 30 degrees 60 300 Panel Slope and Mean Roof Height ft 10-27 degrees 30 60 300 30 27-45 degrees 60 300 24 ° �-'128, "; •. 117. 79 .>--134'_; � 124:,.. 102: " ::..116 i.1,1,_. g6.: . 30 114.„ ,104... :71 - 119: ..111 .. 91• -; '104 99' '85,'-;- 36 _ .104:; 95 -65. . ..:109 • �.. '10Z", 83 : -95 90'.78::.. . 125. 42 96 .- ._ • 88' _. 60 . � � • :101 ..�� -'-,,94, 77. 88 84`= 72 48 90 82 . ' S6 �; • 94.. - :: • 88-- j.72 82. 78 :.. ,.. ".67„': 54 -85 ° : 78 ---53, 89 - • '.83-- 68:. • : - 77"- '74, :64-' `. 60 81 74 _50 84 79 ..•::; .. 64 , 73 � 70., %601 66 77 . 70 "AS',; .. :•80` ` ' •. �75, , 61 ,,,---,70- . ..67:: 72 72 731-' ,•67. .-.*'45:. ,-..94 89.. :t.�_:77 58`. 67,... ..:64: '-`55` 78.84 78 71 •:: : • . `64 .:. 44: 74- ;..-• ' ' -69, ,. 56 "fi4� - .61 '53 -._:: 85 :. 68 ° ;. .62 1. 71',-7,776-6-7 . '" 54 62 59751.' '71 " ' , ez Rail:V►lS:Maicimum Rail Fain Distance "X": :in :.' -' - . Panel Width 'P'0-10 P' inches 30 degrees 60 300 Panel Slope and Mean Roof Height ft 10-27 degrees 30 60 300 30 27-45 degrees 60 300 24 ° �-'128, "; •. 117. 79 .>--134'_; � 124:,.. 102: " ::..116 i.1,1,_. g6.: . 30 114.„ ,104... :71 - 119: ..111 .. 91• -; '104 99' '85,'-;- 36 _ .104:; 95 -65. . ..:109 • �.. '10Z", 83 : -95 90'.78::.. . 125. 42 96 .- ._ • 88' _. 60 . � � • :101 ..�� -'-,,94, 77. 88 84`= 72 48 90 82 . ' S6 �; • 94.. - :: • 88-- j.72 82. 78 :.. ,.. ".67„': 54 -85 ° : 78 ---53, 89 - • '.83-- 68:. • : - 77"- '74, :64-' `. 60 81 74 _50 84 79 ..•::; .. 64 , 73 � 70., %601 66 77 . 70 "AS',; .. :•80` ` ' •. �75, , 61 ,,,---,70- . ..67:: 72 72 731-' ,•67. .-.*'45:. ,-..94 89.. :t.�_:77 58`. 67,... ..:64: '-`55` 78.84 78 71 •:: : • . `64 .:. 44: 74- ;..-• ' ' -69, ,. 56 "fi4� - .61 '53 -._:: 85 :. 68 ° ;. .62 1. 71',-7,776-6-7 . '" 54 62 59751.' '71 " *Chart values are for 3 -span condition on rails (minimum of 4 supports per rail). Multiply span by 0.8 for other span conditions. • = '. ez Rail`WS+:•Maximum`Rail'Fixing .Distance ")('' in Pane Width 'P' (inches) 30 0-10 degrees 60 Panel Slope and Mean Roof Height (ft) 10-27 degrees 300 30 60 300 30 27-45 degrees 60 300 24 .:165 - - 151 " 103`x'163 � =.155'. •132,-:140,; 135 121°. 30 ..'148 , '135 92- 146:139 118 126. -120 ,:`108.: 36 i35° ' ..-123 • ._'84 '127- 407 .,.' :115 . •i10'. 42 . 125. -114 • ` _ 77' ,123 117 99: _ 106 102 91`': 48 ` r117 . x:::107 72 ' _ -";115::. -110 93 - .99 95' _ +86" .. 54 110'..:._ 101 ' 68_` : 108 : .;.:103 93 -'-90 , 81 60 -104 95 7,e65 _ 103 ; 98, .f .83 - � - '89 85 . 77 66 '99 ` .. 91 98,:= ' 93 79'=...a.:84. 81• -, • 73..:; . 72 95 _. 87 59;_ . ,-..94 89.. 76 � 81- 78, 70; 78.84 : 57 � -90'. : ;86 .. 73 . 78 •75 85 88 - =:80 : 54 -86 82" . 70, 74 .- '71 " : %.:64 03.2008 232 101 -Version 07 2.5 Wff �SCHU"Cd I , ,hi^ch�� - 11BCrWm = 90-mp Snow= 20:p *Chart values are for 3 -span condition on rails (minimum of 4 supports per rail). Multiply span by 0.8 for other span conditions. 2.6 232 101 -Version 07 03.2008 ez RaiLW:':Maximum,Rail Fixing. Dlstance"%-!',_ in '.% Panel Width 'P' inches 30 0-10 degrees 60 Panel Sloe and Mean Roof Height 10-27 degrees 300 30 60 300 ft 30 27-45 degrees 60 300 24 113, .. Al2 �. -'�84'. :. ' •' _SC 83; � :.'.., 82-.,-, _,.,- 70.` 69 ;6g 30 101 • 100'. -75,: , 75'.' : :: 75 ; .. 74;. - 62 62'.'; ' 6k- 36 92 :.._ 91, 7,6' ' 75 r:68, `: ` ' 68` , ,. . 67` , ` 57 56 , , -.55, 42 85 84-, 64 • " ;r 63 63 62. _. .'- 52. 52 , . 51 48 80 79 :. 59" Sg :; .. , 59 58 49 54 77:.. 54 75 .. 74.. -:56' -56 -''S5 55 w = :46 . 46-`; `. 45 60 71. " 71 ' 53 x.53, . 53 . 1- �52 •44 44 _ 1- , c43. - .. 66 68" 67, • - :51 ?" 50 '50 49 - 42 67. _ .:: .65, 72 65 . - 64'-,, ;.:48- «:48 .. '' X48. = 4 .. '47 40-A0:'-,` :-` 64-%-.-, , r' . r 39': 78 • 62`, 62'- 47 `• .`46 46 �. x .45- 38 - 38 85 60, , 59 45 ' 44;"�: U ,_, t'44 44 -;' . 37 . 37' 36 • ;; *Chart values are for 3 -span condition on rails (minimum of 4 supports per rail). Multiply span by 0.8 for other span conditions. 2.6 232 101 -Version 07 03.2008 ez Rail. -WS: Maximum Ra il.-Fb(ing Distance`'X": in ';'Distance-'-hC" in:' a.. Panel Width 'P' inches 30 0-10 degrees 60 300 Panel Sloe and Mean Roof Height ft 10-27 degrees 30 60 300 30 27-45 degrees 60 300 24 116.-,,,11-f 379 .:194 -`:'., • .9 ..'::a°` 92 .: : ' 79 .' _ 78 77 30 _'; :103`-. '_•s'�102-, • .71` ."�a84 .` ` ,`.' ..83 ` , 82, 71. 70'= 68 36 . 9+',93,-. . ` 65„ 77,_-: 7,6' ' 75 65. 76: _--74 42 87" , $6`''60 77:.., >;` 71 ` ;"'; ' .. '70 69 " 60 59,:' = 58 - 48 82 ., 80, _ 56 , ;.:"'.66�_ `.:. .66 65 '� 56 55.,:,.F -.54 54 77:.. m..76' .'53 - 62 ; . -..:,,6Z: - 6r_ ,' -.53'. -.52 .:;. °- 51 60 73 71 - ...50 ': " 59"w': 59 " _, 58 = 50: 49 ; -.: , x'48' 66 ,'70`.`68:'--48:156:_ .87 62' . . 56 55',:,- 48 47, :. 72 72 67. _ .:: .65, 1 1.:45..' .54..:: , '59 : 53 ' ;:: `45.. -_45_`7' 44-. _ 78 :-` 64-%-.-, !3 .`63 -uw44 52 r: ` ' ?- 52• 51- 44 43;" 42 .' 85 *� 61� ',_,-,.,60 , , 42; w 50: ' ` 49 48` 42 41'< *Chart values are for 3 -span condition on rails (minimum of 4 supports per rail). Multiply span by 0.8 for other span conditions. 2.6 232 101 -Version 07 03.2008 -:ez Rail-WS+:'Maximum_Raif.Fixin ';'Distance-'-hC" in:' Panel Width T1 (inches) 0-10 degrees 30 60 300 Panel Slope and Mean Roof Height (ft) 10-27 degrees 30 60 300 30 27-45 degrees 60 300 24 `146:• - "145s 103 -`112 :- " ' 111 " . °: , 110.. -. 94 93 a '.. 91'.' , 30 13fi 129. 92`. = "100" 98- "S4' 83:1 36 119 118 ` :84 91.:._89., '. 76'-:: 76: _--74 42r ' 109 77:.., 85 , .' ' - ; `84 _. , 83" 71 70; "69; 48 103 102 .. 72` 79,• 79 x 77 ,;._ .66 66 64:; 54 97 -96 °68 75,4 - 74 '. 73,-, 62 62 61= 60 92_. :91. - :,'65 ` 71' - . r. < : 70 69 .59 . ,. 59,1 57 66 "',,88 .87 62' . ' " ,67' ',,4:67 . .1%,,66 •56 ;56 "55:` 72 84 83 _59",1- 65 .64" T . 63- . ; ' 54'. ` •.53, . 52' ' 78 81. 80- ' S7` 62 ', 62 61 " ... 52 51 7-49 50. 85 `77 '. 77- . 54,' S9 .:` ".< :'S9 58 "" ' S0 ,, .,: Q .. *Chart values are for 3 -span condition on rails (minimum of 4 supports per rail). Multiply span by 0.8 for other span conditions. 2.6 232 101 -Version 07 03.2008 ISCH "" J COI I -fir' �ir,�hr IBC: Wm -;90 mp_ ;:Snow;=. 30 p ' ez Rai11NS:,Maximum:'Rail Fnciri ;Distance '7C':' in ez Rail UU:Maximum'Rail=Fain `Distance("; Panel Panel Panel Sloe and Mean Roof Height ft Panel Sloe and Mean Roof Hei ht ft Width 'p Width 'P' inches 30 0-10 degrees 60 10-27 degrees 27-45 degrees 300 30 60 300 30 60 300 24 96, 96 :: • ; ..84: ' .. 71 <: ` ..71 ' 2499"Y, 30 86 `: ' .. �.: 86, ." ' 75.. h _64 ' 64°; t 63 , :. 53. -:: 53 ;:: -52`; 36 78'� �69' �'S8 58>> " �;" -' 58 48 48 48 42 72` ` ,72. 64 S4. 54 -: 53. 45 45 44., _ 48 `68' �� '°:;�68 � 5.9.��. ris'S0 ..: ; '50' 50. , '� .42: k 42 :_ > 41 54 64 48 56 47 :47 '..'. ; :39 r 39 56:� _ s 56,- 56`: , 56 .°.48. 48. 54 53?'. 45 , 45 r ° a 44. , 4 ; 3.7: k: ° , 37, :`- . `37,r` 66 58 = . _X58 . 5,1zfl : ::43- . 43' 42... t 36 72 55 ,- : 55 .: 48 r' .. ...:41r . ' :: 41.:-` 41 : ; ; 34; , 34 78 _ 53:, :53 . ., i' 47::"` 33 :^' ..32 85 5,1": `51 ...• ` 38" ' ez Rai11NS:,Maximum:'Rail Fnciri ;Distance '7C':' in Panel Panel Sloe and Mean Roof Height ft Width 'p 0-10 degrees 10-27 degrees 27-45 degrees inches 30 60 300 30 60 300 30 60 300 2499"Y, 300 30 60 300 30 60 300 24 30 '89: 89 } . 71x J1 :71: 71 80 36 81 r ' 81 65°° x`-65 55 .�: 54„ 42 7S: 75 6U,6U 'SO:;'` 48 X70`'=`70 . 56:� _ s 56,- 56`: , 56 .°.48. 48. 54 66 ` :: ` 66 ., `' .. 53; ; -_ ' _53 -; 53 - . 53.. ; , . `..95 : _:' . 45 44 60 62 : 62 :: ; 50'.. 43.. ' : '`: 42 „'S0 r.43 66 ;64;x; 60 , 48 48 48' ^Z.,47. _ ;'41, 41 `. =40 72 57 . 57 46 `39 39 , g_3g 78 .4,::55: -'55"-_ ' ? .�44; _ r_44 _44' . . F'.1f ,44 85 w_'52' .. . x;:52._.;':42". = 42.. X42 ., :' _ 42 y` :36 ;: 36; :;' 4 ',;35 _, J .: ' •ez�RaiI�WS+.,Maximum�Rail;Fixin ;-Distance "X a in' - _ .� Panel Panel Slope and Mean Roof Height (ft) Width 'P' 0-10 degrees 10-27 degrees 27-45 degrees (inches) 30 60 300 30 60 300 30 60 300 24 124'J ' : :- 124: : ;103' : 95 , : 95 94 : - . , :: `85 80 . 80 30 �< .928 ;85 84, -,72 i 71 70<.: 36x:...101�:` 77 ,�'� �;65- 65, xr64 :: 42 94 :: 94 `:: ,. Y.. 77 ~ x'.,72. :; -7:2 .. " , 71', 60. , -:x;59 48 88: 88.. 72`" ': 67.x, a : ' 67 67i :'57 56 ='55 = 54 83 83 68;, 63., 63 53 53 ., 60 78` .78 60.:_ 59 5U 66 75: -. 75 d;62 , ;, ;' S7 5'7 , 57 48 48 _ 47 72 .72: 72, ` : 59' S5 54'.46 78 69.:: .. _; 52 -'; -44 .. 44 .;.:. :43_."; , 85 66' :.=66 50.: 42 42.'_ 42. = ,. *Chart values are for 3 -span condition on rails (minimum of 4 supports per rail). Multiply span Dy vx ror ower span conoaons. 03.2008 232 101 -Version 07 2.7 SCHUC OT . .;;7 I I-, loci,w ez;RailW Maximurn, Rail. Fb(ing Distance`;x" in ti_" Panel Panel Slope and Mean Roof Height ft Width Ty 0-10 degrees -27 degrees 27-45 degrees (inches) 30 60 300 30 60 300 30 60 300 24 _1:161.,�3 30 i 68 68 r- -, r�45V 4��,4*%,,514,r-' 43 36 i,.v,,62, n,", 624 71- -62;5-1.-. 1% 4�_ 46 �0 1; r' 42 0:58 e58 7;' 58,s s43 .-.7;Z.43 A6 :T-; 48 54'- 54 '-40, v -e,40. ;,j Lt. �5C 40 - 34*.,�; t 34 33 54 J: - 51 ';51.: .w--.,38' 3 8 ;-_�,38 - 11_1�_-32,�P ,32? �.;.='31.Km. ;V I i '!:-% : 36 !-��3671`1, ;t':30 ti, 3 0.-,,!. 60 48," -48 81-,,4, 6,vn,�, 't 4 3 rev.30r 66 46,&,' mF,�,46 4?,� &0 6f 34'1'4,w 72 44,1- -t 44 *�.i 32 ..7_� 2 T, 27 ._,,,,�i,2TY�'J 6-1 .--,-26 78 42 2t 1.42,X4.z, r --Y�3 1: 3I-' ----3 1*% 2 t� e LL26 85 "0 i .40 *1' 40 t`30- Ii.�rve001t .1 -1 -�.IQ5*z�J-,�25-7. 25"'' Rail inoDistance !X' ez Rail WS:'.'Maxirnurn_ wft. 17 Panel Panel Slope and Mean Roof Heicaht ft Width 'P` 0-10 degree -27 degrees 27-45 degrees (inches) 30 60 300 30 60 300 30 60 300 24 7 9 i'79 iyL,, xA��79 _A� !�ai64� ::%, -1155 1:�s�541 30 1 7 1 - *,,z _4v�48 36 �64. 64, t, Y- �rtf �_T,. .-? 't x" A4 �.,.N 5 e52:r '45'�4_' 45- 42 Irt. e. 60� -,*.,601— z .+,48f-�,,4,I A&;-. AV� 41' 48 :4,' 1 56 .,�hZ56t k'Zi! 39,,_ i_'1-39:�* 3,;:t.38 54 4t�-52 52,,' .-4,4 2'.k. 42-�.,%' 36."' 60 ,50,'1-,',: ;-50; �50i'_'t��: V�,�AW.I._ ;40 �"'I' 21�.z 31,47. 66 4T "AT-. Tt�4T�. 72 t,,.'�4 5 78 44i'i tt t�13;440A;� 85 42: L., 42 Iv -4 -29, ,ez-'Rail:,WS+:,Maximdrh'.Rail;Fixing'�Distatic6.'�',X�',`(in)e Panel Panel Slope and Mean Roof Height (ft) Width 'P` 0-10 degrees 10-27 degrees 27-45 degrees (inches) 30 60 300 30 60 300 30 60 300 24 99 99. -99, 76 76 -65,- 6 5 30 89,- �,,!_89 1!�,.09 58 57i,; t 36 1711-81' 8 S:--Z'z 62 ��%;,62 ��A, 42 75 7 5 75 �.qr ;,!�',�57 .; -5 9 !�7 �z 48 :70•-:. v;3770T,-, -30;�;' `53_��-�Z 3, ", -53 4- 1 45,- .745 1` 5' I.,., I - 1!'n5o_ -,1-50 e- iwL�-43' -.k 43 rt:-fQk-,� 54 66 --66 `66, 60 62 "I' I, , '!-48!:-.' 1 141 `JF %L� 62",-�I :A8 '48, 66 4.60:, 60,'4" 45 5 45 A39.,, 44, 37. 72 "1 57, 57 57'�P, "'.4t 44% 144', 78 `55'..r,� 42, .92" _A 2 ;36 36 7 ni 354-" x`40 85 52 i, --52C' 34w* 34' -'34 *Chart values are for 3 -span condition on rails (minimum of 4 supports per rail). Multiply span by 0.8 for other span conditions. 2.8 232 101 - Version 07 03.2008 SCI...1 `UCC!;_ - ' • ' erRail WS:,:Maximum Rail:FainDistance :')C" in •. Panel 30 inch Panel Slope and Mean Roof Height ft 300 24 Width 'P' _133 0-10 degrees '152",, '; - ` '142- • " 117..` 10-27 degrees "126, -- IBC: Win = 100'Mph Snow`= O:p inches 30 60 300 30 60 300 30 60 300 24 ,112: • • "' 103 �.7:1: ' :- `, 90,109-.103`':..85' ez Rail W: Maximum Rail'Fain 'Distance :'x" .in .b - - 30 .:100: 92 � Panel x:107 .98,80 x 97 .92 Panel Slope and Mean Roof Height ft ,92. .'"'.84 > 'S7::� - . Width 'P' 0 -10 10-27 degrees 27-45 degrees -degrees inches 30 60 300 30 60 300 30 60 300 .:84_69�" 24 120 ' 110 a 75 _"117 .;. j'112 .96 ' ' `_`101 -,:,97: `.. -..:82 - - 78_" �: � 94' • , 78'� 30 107 X98 » : °67 105: � 100- 86 ~.90. ; .. .87,' - _`'79' 54 75. 36 98 , , 89- . ;:61 ; • 96a . 91 -,-78, 82 79` >: ..72.- . „7.1� • .65 42 90 83 ' .57 84. '•7-2 . 76 - 73 • 66� •62 : - 42< 48 .. 84- .77 53 83 79 68 ' 7.1.'`: '369, 62-. Al `:69; - 54 ;80 .7.3 :50,. - 78. ' 74 __64• '67:.� ' 65 58 ' - .. _ . 39 - .66 _ 60 75 ,.:69, -. ,47,74 `71 `.60::64' " -. 61:.` � `:. 55- 63 ; ;581 ,:'ti •. _. 48 66 "72-" -•, 66 - 45.'.:x.67 58"_ fill .. `:.58 ,; 2 ;,, " 72 -69',°. 63- 43 : ;67: `64' 55 58 55 � 51. , 78'66 61. 41 _ ; _ 65- . , :; 62 85 63 5-8-.- 40 ` .... • 62 ". � ',159. *Chart values are for 3 -span condition on rails (minimum of 4 supports per rail). Multiply span by 0.8 for other span conditions. - - ' • ' erRail WS:,:Maximum Rail:FainDistance :')C" in •. Panel 30 0-10 degrees 60 Panel Slope and Mean Roof Height ft 300 24 Width 'P' _133 0-10 degrees '152",, '; - ` '142- • " 117..` 10-27 degrees "126, -- 27-45 degrees inches 30 60 300 30 60 300 30 60 300 24 ,112: • • "' 103 �.7:1: .120°110,.:. :- `, 90,109-.103`':..85' . '108. 30 .:100: 92 � ; 63- x:107 .98,80 x 97 .92 76 36 ,92. .'"'.84 > 'S7::� - . 98 ;:•' .89. 73,.:89-,:, 94 .:84_69�" =82 42 . 85;- •; "7& .'53 . 90'- :: • '; 831 ...68'; . `.. -..:82 - - 78_" �: � 94' • , 78'� 48 "• 79,.73, 50.:. .,`84'::: --,77--,, . 64`• ,,,77.-, = _33-e_ _ 96 '. 54 75. � 681 47 - 80, •; .` .73 � - ;;,60 :.. --72, ' 68. -- - 60 „7.1� • .65 44 � 75 .; :.' � :69, :.. . 57 • -',68 a 65. , -- --:_,53- 66 : .67 •62 : - 42< '' 72. .,`, '66, •-` `66. , .54 65 62' _ 51. 72 - -65 • • > .59-" Al `:69; - ..., :63't'.,: .52:_�62 - 48 59: = ' .- .,49• 78 62 -. •57 •. , _ . 39 - .66 _ � r ;61 {:. • 50,, . 60 _:. , •57: '_. _ � 47 ., 85 .: '59 . ^ ` .• 54 :. '37, .. ; 63 ; ;581 ,:'ti •. _. 48 57 • . ` 54 -'45:. ' ..: -51 ,. - - ' • ' erRail WS:,:Maximum Rail:FainDistance :')C" in •. Panel 30 0-10 degrees 60 Panel Slope and Mean Roof Height ft 300 24 Width 'P' _133 0-10 degrees '152",, '; - ` '142- • " 117..` 10-27 degrees "126, -- 27-45 degrees inches 30 60 300 30 60 300 30 60 300 24 ,112: • • "' 103 �.7:1: .120°110,.:. :- `, 90,109-.103`':..85' . '108. 30 .:100: 92 � ; 63- x:107 .98,80 x 97 .92 76 36 ,92. .'"'.84 > 'S7::� - . 98 ;:•' .89. 73,.:89-,:, 94 .:84_69�" =82 42 . 85;- •; "7& .'53 . 90'- :: • '; 831 ...68'; . `.. -..:82 - - 78_" �: � 94' • , 78'� 48 "• 79,.73, 50.:. .,`84'::: --,77--,, . 64`• ,,,77.-, = _33-e_ _ 96 '. 54 75. � 681 47 - 80, •; .` .73 � - ;;,60 :.. --72, ' 68. -- - 60 „7.1� • .65 44 � 75 .; :.' � :69, :.. . 57 • -',68 a 65. , -- --:_,53- 66 : .67 •62 : - 42< '' 72. .,`, '66, •-` `66. , .54 65 62' _ 51. 72 - -65 • • > .59-" Al `:69; - ..., :63't'.,: .52:_�62 - 48 59: = ' .- .,49• 78 62 -. •57 •. , _ . 39 - .66 _ � r ;61 {:. • 50,, . 60 _:. , •57: '_. _ � 47 ., 85 .: '59 . ^ ` .• 54 :. '37, .. ; 63 ; ;581 ,:'ti •. _. 48 57 • . ` 54 -'45:. ' - - ez :Rail WS+; Maxirnum;Rail'Fizin °:Distance"')C" .in Pane Width 'p (inches) 30 0-10 degrees 60 300 Panel Slope and Mean Roof Height (ft) 10-27 degrees 27-45 degrees 30 60 300 30 60 300 24 145 - _133 91_ '152",, '; - ` '142- • " 117..` x'132" .: "126, -- 110" 30 130 � 119. 8T • ' '.136.1_27 -104:- 113 98 ' 36 119 • : 109 ."75 ,-124x116.-,95" . '108. 103 42 :110 _ :101 _ • 69"-.'..107 .;' '•: " 88 100 • : , 9583, . 48 : 103. ' ..:: 94 _ 64. '..:107`',_. =82 93. 89 .78.,-- 54 54 . • -97 - 89 ' 61 101:, �: � 94' • , 78'� 88 ' •. 84. - 73. . 60 92 - 84 `58 _ 96 '. ;9Q 7.4 : ,,. 83 . 80 66 ,87 ' . 80 • 55 .. 91_' 85 x..70_ 72 -' 84 ::. .. • 77 ::53 87..:. `. ` 82 : -67 :76 , 73- 63y.:- 78 80 - � : 74 ' • 50 84 78' -'• 64` 73' 70 61,. 85 •. 77. 71 - 48 75 ' -620 ±: 67 : -,58: ; ,. 03.2008 232 101 -Version 07 2.9 SCHUCO� inch 'IB C:"wIna'=-,I00 mpSnoW,= 20p_ ez:Rail.W:t,M6xiiiidm-Rail','Fi-xirig;Di§ta(ncip,',%!'(jn)�' Panel Panel Slope and Mean Roof Height Width 'P` 0-10 degrees 10-27 degrees 27-45 degrees (inches) 30 60 300 30 60 300 30 60 300 xz, A'_ 24 11,110 t - `67 ► 30 .98's -.1 :--eJ,67- 1",74�.�, 74, 66n 36 '6 1.7. .6 42 57-i 1�63�, A- �'-!61 5 2 52 5 11 �84j� 48 77. �58 571 i ,- •.49.4a -, _48- -47 54 _74,!-_* 73 55, 54- 60 t-70 69.', A7 $--*52' i 42, 66 �t'Ikt.67,1:-T 4 5 7�'� 4 '5 t�X'50 0, 9A 72 64 1_ t' 63 4. 434,�c_:- AT -:I 40,r' 39 v- -#-38, t4� 78 7,-,.�A62,*','�6li,.��,,,11-,k,-41i,.t V.%A6.'O" 30"' 85 z f58.__ 40 L,,-%361. -ek '_59 F4�447r,,-114t Panel Panel Slope and Mean Roof Height Width 'Fy 0-10 degrees -27 degrees 27-45 clegtees (inches) 30 60 300 30 60 300 30 60 300 24 �'931 ��-_92--`,v 30 100.1 4�,,92, '-,"8O6T:: P, 70,'-,;-,6-_4 * 36 9 2 _.i=847:' ,f-57-_751�-JY rAIIT73al. 64* 42 :::'185!.:Z'j 4: si:.153', 58_, 48 .,--733 �,6 ',:�.50'�66, 11�z 55- -e 55- 54 1,75 68 5 rt-, 60 `!717';,, -�3%65, 59 -14.58'�, 57+rJ,= ' .��14,��49 'At, I 449�--Y,�_z';47r, I 6-.� 66 _',V'62, V.,i.55, Ttv s'_TA -54 �I* k, W-47-tx- 46-u=. ..3a45 �. A .IJf4+. ''.43 -1 72 59 1- 72 78 ji,6_,;62�,`,-,' 85 '�-,,49:' 4 8,L' +1 4 -6z'Rall' Panel Panel Slope and Mean Roof Height (ft) Width 'P` 0-10 degrees 10-27 degrees 27-45 degrees (inches) 30 60 300 30 60 300 30 60 300 - 133'-, 104.'_ 1081�41 93' 92 24 --.144�j. "A" '90 30 1,29 •:-119- 99't-.�v' 99 97 83--,,e- 36 .,7-117-�-109t. 75,,- 4'1757!�x "2'e-'73, -82 -;�7 42 109: 10 1: 69tiQl 0" 48 !"1021 54 '89 6116 !*7-4 60,z 60 191'; 841: 70 Z 684,4, ;.,t'-58': 58 _--�'5,6 66 . OT' -!'Z 80 'r, 55", 65, 55 54, 1 72 _,`83': 77 64- j; 4,63 L-;. 62;• N53'` 51 53' WI - 78 '4 iv'� 74, "r 50':-4, '61 51---49'4 85 76 .71 4.49'�' .49er:' *Chart values are for 3 -span condition on rails (minimum of 4 supports per rail). Multiply span by 0.8 for other span conditions. 2.10 232 101 -Version 07 03.2008 ISCHU""col I inch - . : BC: ind.= 100`,mP ' ..Sinow_ ,,30.p �. _ *Chart values are for 3 -span condition on rails (minimum of 4 supports per rail). Multiply span by 0.8 for other span conditions. 03.2008 232 101 -Version 07 2.11 - _ e2`RaifWS:..Maximum:Rail<Fain ez "Rail W:` Maximum Rail Fbcin :Distance" x,. in " .Y Panel Width 'P' inches 30 Panel Sloe and Mean Roof Height ft 0 -10 -degrees 10-27 degrees 60 300 30 60 300 27-45 degrees 30 60 300 24 96 96.-,:' : t,. 75 " ,. 75 !i., - '',71-- - :: Y 70', r 59 " .:59 - - _% 30 86?: ; . ',. 85 67 -,64s:63` . ; < ,.. 63 :' 53 �°. 52.' : .:'S2 36 78 : ` -:78 61 w .. 58 :... , " 58 • :57 " , ; 48 - ., - .4.8:: .47 42 72: 72` - , 57': 54•: 53'. •`53 ' 45 :. 44, .. 48 _68 . ° : ' -67°50 `59 ..:> . , 51 _ ..50- 49 ::. 42 - -' n .. 41' 69 54 - ." .64 " , ; ;. 64 > , -SO w 47. `-' ;" > 47 `.< 47 .::,. ;--39- 54 39' : " 65 . ' 60 -60 60,,- 471` ; , '45 '.' 4'5: : `44 <' _.: `37 �`, 37• .: 36 66 �58 ° 57 °:45, 43". "43 42 ' ''35 35 . 35 72 55: 55 43:• 41 .-' 4L: 40_ " 34 34" `: 33 78 53 �� ' ' 'S3 4,1` 39 ° " X39' 39` 33 " . 32.: s32 - 85 51 � 51. ",A0 X38» 37-• 37;'_ 31, 3.1 30 *Chart values are for 3 -span condition on rails (minimum of 4 supports per rail). Multiply span by 0.8 for other span conditions. 03.2008 232 101 -Version 07 2.11 - _ e2`RaifWS:..Maximum:Rail<Fain ;Distance " .Y Panel Width 'P' inches 30 0-10 degrees 60 300 Panel Sloe and Mean Roof Height 10-27 degrees 30 60 300 ft 30 27-45 degrees 60 300 24 99;=,`, Me". 71= -,80 . 79,` 78 67 :, 29 30 '•89: 88 -63 f ° "71. 71. 70. 6;0. ,60 58 36 81':: .. ''80 -57 .. .65 _ : '65a . 64 r " :=55 .55 :T53' <; 42 75 ` ;. 70 .. `,: . :53- ,., ';60: ,. -,,-60,, `59 ..:> . , 51 _ ..50- ._ ::�49 `' '• 48 70,': 69 .50 ..` 1.4't,56, .'S6 . 5- ' S5: 48 AT -z- .. =-46 :.:. 54 66 : " 65 . ' 47r.. , . " ::' : 53.:: '53: 52 r . f45- 59 ; : .: 60 621 62 -' 44 ` �.50'> • ; =':'`50r 49 ' • . ` =42 -'. .42 ` ' " ' 41 66 --60', 59 ' ::. 42 . _ ::.48. 48; 47 `''.:. . 40 40 . , 39 ,: 72 57' =, 56, `• :'° ' 4'1' . =°46 *. ' `46°. " 45 ::' .. .39 38 °:38: , .. 78 S5. "._ : w54 : 39 44. 44 43:.: : • :37 37 ,; ;:- ,--36,,,, 85 �52'. 52 ' 37` 4 42� ,, ..42: ' 4"1, "35'_��*. *Chart values are for 3 -span condition on rails (minimum of 4 supports per rail). Multiply span by 0.8 for other span conditions. 03.2008 232 101 -Version 07 2.11 RaillNS+.;'Maximum Raif'Fain =Distance''X": in " .Y Panel Width 'P' (inches) 30 0-10 degrees 60 300 Panel Slope and Mean Roof Height (ft) 10-27 degrees 30 60 300 30 27-45 degrees 60 300 24 124 _ , ...124-.:, 91:.,,,%. 95 = `"95* -�'. 93 _� �.:..80 :, 29 30 :111 - : 11-1.,, 82:._ ":: 85 :'' ' ;85= , " 83, .:: 71 , 71. 69.; .`. 36 101 ... ; ...101,'p, 75` 78. 77 176::. 65 r::63 42 94 93,' .72 7.:2." . ` ;. 70 .. `,: . «. 60 ; `. 60' 48 W 88 . '87 :" 64': ': "67 _. 677: .: 66: ''' :_,56 56 54 83 82 , = , :61- :' :63 63.. " :: 62 • :' 53 : 53 �. `. ,:` 52. 60 ` ' 78 :' 78 • 58> _. w 60 :: `; 6U'.`... 59 ; : .: -50 66 75 74 55.'.. , 57 ' .:' S7. 4' S6';'" ._ ,:...:48 ... 48 47::.,` 72 72' 7.1. , 53 ; .. ,55..- . 55" 54 `46 ' .45 •;.' �� 45t. 78 .69-` .::. 68" -50' 53 ", :, ,,52 . ` :;' 52 -' 44-; ,.. 44 -' ' _'43:: 85 66` 65 , 48 : 50 -.. , ,50' _F -. ,49 •'.,' 42 ._" - .:42 *Chart values are for 3 -span condition on rails (minimum of 4 supports per rail). Multiply span by 0.8 for other span conditions. 03.2008 232 101 -Version 07 2.11 S C H U C, _ 'ezRaiIWS:°Maiimum�Rail,Fixin "Distance :'SC"� to �. Pane Width 'p inches 30 0-10 degrees 60 Panel Slope and Mean Roof Height ft 10-27 degrees 300 30 60 300 30 27-45 degrees 60 300 24 100' ,-':;92' 81 :IBC: Wm :=.=110; mph;Snow = 0 p : _ 30 --90: 82 5T`.0'- =116..123*•,.•:1,13 r82�-,:� tit,68. 36 $2`�. _9-75 • " >- ez:RaiI:VU:�MaximutnRail Fain' :.Distance.''X" 'in , : , ' ' ;,, ` �76'�. 70 Panel Panel Slope and Mean Roof Height ft 70_,.` 48`65:;`w .< 9fi.79 . ,. Width 'P' 0-10 degrees 10-27 degrees 27-45 degrees inches 30 60 300 30 60 300 30 60 300 '65 ' � '.54 . 24 JOT:- 68'' %:-'.110 -."_ ._109 869.6 � ,92"� • ; •.=°81 ""-, 54 ::•8.6 30 "96w .88 " ,61' .99' ` ':93 77.E '86 82:-�' Y73,: ." `63.; `'.'.58.' � ; =`40: •;'� 67.; 62 36 •��87."80: 55: �90 ".78 75;" i'466 "60 5559 r`53` 42 7.9,.__. 65..': - '-7 2, 69 X58;:; • 83 ' «76 ',63,:,,.- 75- • 48 47.�.'° ,:'58 :69 . 48=: ; '_78, •;': : •74`, ,: • 61 •: 68 • ' 165 5 80.., 7.3 60.._72, 85 54 56; 52, 43 65 45;`:73^'69, 54 !76',- •_ . 10,,'.,'[ "58�.r. - LL52•:36_ 60 ,"'67 62% 43`� .470;,• '- <66' ` 54.: s61 58.:" .66 ':-..`63.: 66 ;'`64 :59} ;,-'41. 66�: ..� .=63 v -k .-58 55, 4g - 72 61"-: _ 57 .- •39�:, 34� 53 ' x.47. 78 : 59'-:,%' • 54" ' 37:� 45 85 , r• -x57' "'52 0.8 for conditions. *Chart values are for 3 -span condition on rails (minimum of 4 supports per rail). Multiply span by other span _ 'ezRaiIWS:°Maiimum�Rail,Fixin "Distance :'SC"� to �. Pane Width 'p inches 30 0-10 degrees 60 Panel Slope and Mean Roof Height ft 10-27 degrees 300 30 60 300 30 27-45 degrees 60 300 24 100' ,-':;92' 81 100" ' 52,` +:76. ~ 30 --90: 82 5T`.0'- =116..123*•,.•:1,13 r82�-,:� tit,68. 36 $2`�. _9-75 87'..�82 36 : :.106_ `62 42 �76'�. 70 81t :j . '��•74':'76F. 42 70_,.` 48`65:;`w .< 9fi.79 . ,. ,..:94 _"45; 569. '5T.:' 48 '65 ' � '.54 . 54 _67 : .''• 61'..4:2:.,:67 84' �. 54 ::•8.6 :.79_ 60 `63.; `'.'.58.' � ; =`40: •;'� 67.; 62 • ; ;.;66 60 58:' 48 66 "60 5559 r`53` 60r 55, ;46 72 X58;:; • 83 ' «76 ',63,:,,.- 75- • ";37> 61j 56 47.�.'° ,:'58 72 78 -'55= .�.::."51:54. • 45 471 80.., 7.3 60.._72, 85 56; 52, 43 '53,' 49 ? 40 ::.. • . 46 !76',- •_ . 10,,'.,'[ "58�.r. - LL52•:36_ -" 58 -:`� .`55 85 ; � 69:` 49x:43. ,'.44'67 0.8 for conditions. *Chart values are for 3 -span condition on rails (minimum of 4 supports per rail). Multiply span by other span _ 'ezRaiIWS:°Maiimum�Rail,Fixin "Distance :'SC"� to �. Pane Width 'p inches 30 0-10 degrees 60 Panel Slope and Mean Roof Height ft 10-27 degrees 300 30 60 300 30 27-45 degrees 60 300 24 100' ,-':;92' 81 100" ' 52,` +:76. ~ 30 --90: 82 5T`.0'- =116..123*•,.•:1,13 r82�-,:� tit,68. 36 $2`�. _9-75 87'..�82 36 : :.106_ `62 42 �76'�. 70 81t :j . '��•74':'76F. 42 70_,.` 48`65:;`w .< 9fi.79 . ,. ,..:94 _"45; 569. '5T.:' 48 '65 ' � '.54 . 54 _67 : .''• 61'..4:2:.,:67 84' �. 54 ::•8.6 :.79_ 60 `63.; `'.'.58.' � ; =`40: •;'� 67.; 62 • ; ;.;66 60 58:' 48 66 "60 5559 r`53` 60r 55, ;46 72 X58;:; • 83 ' «76 ',63,:,,.- 75- • ";37> 61j 56 47.�.'° ,:'58 72 78 -'55= .�.::."51:54. • 45 471 80.., 7.3 60.._72, 85 56; 52, 43 '53,' 49 ? 40 0.8 for conditions. *Chart values are for 3 -span condition on rails (minimum of 4 supports per rail). Multiply span by other span _ `:ger`Rail?,WS+:�:Mazimtim�RailFain Pane Width 'P' (inches) 30 0-10 degrees 60 300 Panel Slope and Mean Roof Height (ft) 10-27 degrees 30 60 300 30 27-45 degrees 60 300 24 .130 .. � 119:; 82° .; i`138,. .127 ..� J05:' . 1,25', , 99 30 =116..123*•,.•:1,13 94.=106. 36 : :.106_ X9.97'�w- g 67�U �102 - .97_: 42 98.,,10.4 .< 9fi.79 . ,. ,..:94 ti .90` 75' " 48 92 84 ,`58''90' 74 84' �. 54 ::•8.6 :.79_ .:<55` •.. 92 �>' .:�84:, .. :;;•70• _ .'83. ..:: 79;, • ; ;.;66 60 ''82 �:•.757-�' < "-52,-" '80 66 ''.:Z9..„ 66 .��78; : 72' . �-50- • 83 ' «76 ',63,:,,.- 75- • � 7,1 i 59 72 � `75 •69 471 80.., 7.3 60.._72, 78 66 ::.. • . 46 !76',- •_ . 10,,'.,'[ "58�.r. - 69-:,'� =�55 ."`. 85 ; � 69:` ' ;.63 ,'.44'67 .66 ':-..`63.: . : :52h.. 2.12 232 101 -Version 07 03.2008 SCHUCO M ' " -ez Rail W5: °Maximum Rail'Fain Distance '7C', in -, . ; • ' 1 Panel Pane Panel Slope and Mean Roof Height ft Panel Slope and Mean Roof Height (ft) Width 'P' 0-10 degrees degrees IBC: in ,_ '110 mp _ / Snow:= 20 p . 27-45 de rees 27-45 degrees inches 30 60 300 30 60 300 30 ' • 300 ez Rail 1N: Maximum Rail Fixing Distance 'x'.' in _ 92., 91• 81 " f .7.7 -. 76 . ,- •:. 73 Panel >:90.:-, .:,82 Panel Slope and Mean Roof Hei ht ft 81 -72, ,69:'-,, Width 'p 0-10 degrees 10-27 degrees 27-45 degrees inches 30 60 300 30 60 300 30 60 300 75.E 52,60 24 '107 98 _68 : 831. : 82 " 80 ":68 68 ';66� - , 48,', 69'; 30 • : 96 --88 ',.61:---', 74 73".. • 72;_61 71 60:.x, 45;. - ,65. 36 "-87: 80 ` ' `55 67.:" . 67 66 • .5 56x_.. 55-.- ';.4' z 61,- 42;61 42 81: - •.74• t;51 62..": , - .62-:'{61.'S.1.: 63.:'58:4.0 • : _ -,55,.. 66 78 48 75, • ::.69 .48 �i58� ,; 57... .: 60,,: 48 47? 38:..,'55 49-�' 54 7.1 : , - • 65 . .. � :45` 55 , 55 '�53.` •: 45 .45 : `:° � 44 • . '. -.- 53,. 37 60 <" 67 62 ..43 52.`.'S2: `' = 51. 43 43'.43'.,-,= 42' ... 51.. 45`-. _T .--,4377777 66 "`64'"` 41 50,,,,-,- :49 , '48� '^`41 • .41 40 48 -"43; 72 - 61._ ..57' •_'39°:r.48-47 :46 ... - '39 .39 38, 78 59.. < ., 54 . ., a 37 .., 4.6.:45 44 38 >" 37 `: - . "'-'36 85 57 . : ;..:•, 52, 36` • .44"43:` °_ 43_: _ 36'' •".. ! , 36,:�_' .35,'-'. • M ' " -ez Rail W5: °Maximum Rail'Fain Distance '7C', in -, . ; • ' 1 Panel Pane Panel Slope and Mean Roof Height ft Panel Slope and Mean Roof Height (ft) Width 'P' 0-10 degrees degrees 10-27 degrees 10-27 degrees 27-45 de rees 27-45 degrees inches 30 60 300 30 60 300 30 60 300 24 z100 " • -: 92',� ''� ,• 64. 92., 91• 81 " f .7.7 -. 76 . ,- •:. 73 30 >:90.:-, .:,82 107, ..; 74 81 -72, ,69:'-,, '•,68'��66`w. 106 .... 36 _ 82 75.E 52,60 75 74 ,,.....:66. 74 - 62 .. 42 76 : - _70 ` - , 48,', 69'; >,69 . :1 , .6 = 58 57 :55 48 71 ,65- 45;. - ,65. :64. 57` 54. .54` ...54, _52 54 67. z 61,- 42;61 82 54.x...; - 51 51'.` . :'•449Z' 60 63.:'58:4.0 • : _ -,55,.. 66 78 t' S7 51r' 49, 48-:, :-,46t-,• 66 .: 60,,: •., , 55 38:..,'55 49-�' 46. ' 63 63' '60 44�.. ,. 72 _-58 -.- 53,. 37 53;... °'52:: •' �.47, 44 44�,.'� � A2' 50 49 .,. 85 51.. 45`-. _T .--,4377777 Al 48. 53. .;49. " 34.;`:' 49 • 48 -"43; _4 0:.=.•:�39 .: •: • M ' " -ez Rail W5: °Maximum Rail'Fain Distance '7C', in -, . ; • ' 1 Panel Pane Panel Slope and Mean Roof Height ft Panel Slope and Mean Roof Height (ft) Width 'P' 0-10 degrees degrees 10-27 degrees 10-27 degrees 27-45 de rees 27-45 degrees inches 30 60 300 30 60 300 30 60 300 24 z100 " • -: 92',� ''� ,• 64. 92., 91• 81 " f .7.7 -. 76 . ,- •:. 73 30 >:90.:-, .:,82 107, ..; 74 81 -72, ,69:'-,, '•,68'��66`w. 106 .... 36 _ 82 75.E 52,60 75 74 ,,.....:66. 74 - 62 .. 42 76 : - _70 ` - , 48,', 69'; >,69 . :1 , .6 = 58 57 :55 48 71 ,65- 45;. - ,65. :64. 57` 54. .54` ...54, _52 54 67. z 61,- 42;61 82 54.x...; - 51 51'.` . :'•449Z' 60 63.:'58:4.0 • : _ -,55,.. 66 78 t' S7 51r' 49, 48-:, :-,46t-,• 66 .: 60,,: •., , 55 38:..,'55 49-�' 46. ' 63 63' '60 44�.. ,. 72 _-58 -.- 53,. 37 53;... °'52:: •' �.47, 44 44�,.'� � A2' 50 49 .,. 85 51.. 45`-. _T .--,4377777 Al 48. 53. .;49. " 34.;`:' 49 • 48 -"43; _4 0:.=.•:�39 .: •: *Chart values are for 3 -spare condition on rails (minimum of 4 supports per rail). Multiply span by 0.8 for other span conditions. ' - ez Rail :V'US.+s�:MaximumWRail Fain Distance:'X', (in : , Pane Panel Slope and Mean Roof Height (ft) P' Width 'P'0-10 degrees 10-27 degrees 27-45 degrees (inches) 30 60 300 30 60 300 30 60 300 24 130 119. 82 - ;°.110' '109' ;• . ' . 105 92 '91 - ._. ::28: � • 30 116 107, ..; 74 98.,- ' 98 , '94. •� .82 • „ 81- 19 • .:: - 36 106 .... 97.:.:.90 '. 89 _ _. " ..• 85 ... 75_ 74 - . .72, .- . 42 ._^98 , .:.907"..67 _. ...83.;x°'82 '- •. 79'. ,. 69 48 _.92, : 58: . • : 78.;"'77 , • , '74 65 • ' ' 64°y :7' fit 54 86 79 73;.'73:': ',.':70 `61> -='•60 .°`58`:: 60 82 ' 75 r ' .52. 69 69 - ...: 66 " 58:.. 57 • : _ -,55,.. 66 78 _ 72 � -50 66 66.. -63 '55 54 '. .-',..',;53 72 .75 69' 47 ' 63 63' '60 `53 52'51' 78 72 66 .' 46 61 '60 r . 58 _51' 50 49 .,. 85 69 .. 63'. '• 44 58 �. 5& • 7 5 48. '48 •. �.::47: 03.2008 232 101 -Version 07 2.13 SCHUCO U�7 IBC: ,Wind:=., 20 mphv/, Show =.O.psfzT 4 yy s -_ez Rai I MAaArhurn 'Rai I,.Fb(,ing Distance Pane Panel Slope and Mean Roof Height ft Width 'P` 0-10 degrees -27 degrees 27-45 degrees (inches) 30 60 300 30 60 300 30 60 300 24 1_97-. 8,9',, .62 37 . I- 8 74.a 30 W-80 r;'"'84sr 70jrAV, t!,82zr v,78 36 084,,�& 7?0,` � 1� I, -�74,,,'zt ,-7 14 1 -64' 42 73,_ 67 - 7 1 59- �7 8 s, 4- '69? ti .'::t66- 48 68-:._ 63;_ J 54 64 Y, ,a41. 58+., 60 + tz, IrL 56;� 4 tv39tr-1, ?Q--:n64t t�_,--159t ,-',49 'VA'60 -56`'-,k1 ;;t39"', 66 57 M 4, A 7 P t, 5 5,x_ 52° 72 ,0 1 54, -�52 50-�i,V 41,3xy 78 171,,,�49- 341e:!�� ,11;i.,57*, d:' x:52 85 '47 F��33r,�' �'� -:54',*i,-� NY, 507*, z�* 1, -�.'Ar� j-,.' '48 46 1,77, 7.7 ;!39.4.1. wS +.':,Miixim6rri,I;tAil=Fikitig-rDist6hce-,u)C,-(in�.-� r 'I', '.-'ezi Rail WS "'MaXim u m,F?A fl: Fbdng.Di§Wce',!X,' (ih),-�` Panel Panel Slope and Mean Roof Height ft Width 'P` 0-10 degrees -27 degrees 27-45 degrees (inches) 30 60 300 30 60 300 30 60 300 24 5 30 �1,81rlv 1, :79t -Cr r.,66, -tom; A 6_t 36qr-7 ` -6'0" 4 4 -,.68,�! -47 '�-72-- 1 M 90 -� .,U42 68:;63,,AV i, v t;,�,5,4 48 4 1. 54 60 + tz, IrL 56;� 4 tv39tr-1, ?Q--:n64t t�_,--159t ,-',49 'VA'60 -56`'-,k1 60 .1,57: t- 46-, 66 55 150�,.,. V4*�35` '-C* '58 50'. 72 -,52 :..'--2:�4 -.40. 452-� : 3T! 55 P;;-,, -,151q�� 42q�j,� 1..',.40 78 ry Z'Z,50 6, �,T,38 trt 85 `;A4; 4!i-31 � T 7AAFIJI:IG,39A-., 7%1,x:48 .,,, `_44-% 1-%'37 4 wS +.':,Miixim6rri,I;tAil=Fikitig-rDist6hce-,u)C,-(in�.-� r 'I', Panel Panel Slope and Mean Roof Height (ft) Width 'PI 0-10 degrees 10-27 degrees 27-45 degrees (inches) 30 60 300 30 60 300 30 60 300 24 -.118 � -� - A08..'.-, 1 M 90 30 i,,Z103' z4 07,*- 85�A.,J', lQ5'..' - 15,-97',-, rY , :4105 97 Lt.. 36 1,`96 llt! 88 k, �,V-,61 102ir, yr, 78 73 -9 42 - 89;,,�: ;17 �'82 -�57X� t ,87 it" T7.i,::72- 82' a 48 1;.83--; 36-9 j, '6T�Z �t,831 i�53, .,i, iL , J,., V 54 .78�P,, 72.- k� '76 f, -,-,78,,-, 72 60 7,Z;74i-,-�4. 68,� ".7 47 ..7.9 ti -17:2a 6 68 -57,Ll 66 71: 65 I.,,A5t 5T-', 65 ;xL,!5!,-. 72 68 62 72 _,,i'i'55e, 68 t 62; 52 78 1-" C 69',111 64'. 1 '65 V- - '60,, 85 7`57 ., _1 50#;T-.I..r _,% �1- �62 - 57 I *Chart values are for 3 -span condition on rails (minimum of 4 supports per rail). Multiply span by 0.8 for other span conditions. 2.14 232 101 -Version 07 03.2008 SCHUCO -IBC:VWn = 120'mp Snow•-= 20,p �. PPanel 'ez Rail,WS: Maximum'Rail:Fizin ;Distance,S'X"; in .; = ez Rail W:VaArnunfUl -Fb( ing Distance 'T ane Panel Panel Sloe and Mean Roof Height ft nel Sloe and Mean Roof Height ft Width 'P' inches 30 Width 'P' inches 30 0-10 degrees 60 300 10-27 degrees -2 30 60 1 300 -45 degrees 30 60 300 24 97 :: ' 89 . ' :' ;.62 ' .. s82' :; : `-' 81_ ' '78 ":. 6&.-'-67 . ', '65' 30 86 : _ : 80. ,.. > 55: :73t ;.r�: :F73 �70''.. �� 60 : 60 • . x:58.: _ 36 79 . 73 50 .:, 6.7 _ <<66. : -64 < 55 `' 'S5: "' . - .'. 53 42 73 '.:.. ' . -. 67 47 ... ' , ,:62 , ' ` • 61. , -' : '.59 _ '; ' . •:51 50. " .. , ;49 `,96...r 48 68 : ;:.63. .; 44-,�. s .738-- :57`` 55'::` ; , : "-4$ , .s ,: .`47 ' .; L 54 64 . ,, -. 59-, 41 -:54 ; `' 54 `:52. ` . : ' 45 ' • ' ... ' 44' _ 43,i* 60 '61 : `.' 56 -. 39' p 'S2 . ; _ 51" . 49:"'' �' 43 Y 42: ` 41. 66 58--491' ,, 3T `99' ::49 1471, ":=.55w` . ; . 53 44' ' ; 72 .56 ° . �< 51 35. _ w 47..::.: • T -45 :: ; 3;9 ?: 38 r _ 37 . 78 53 f : ` 4g . J 34 , , �:k45 ' '45• 41.',_' ,�37 � , , ,'..37. 85 Sl . .. ' r--"97: :_ ;:33 43 , , ...41 . 36 : ".:. ,: 35 ,. f� 34 • _ 'ez Rail,WS: Maximum'Rail:Fizin ;Distance,S'X"; in .; = :Maximum'Rail-Ficin Distance''7C'. ane Panel Panel Sloe and Mean Roof Height ft Panel Slope and Mean Roof Height (ft) Width 'P' inches 30 0-10 degree 60 300 10-27 degrees 30 60 300 27-45 degrees 30 60 300 24 91... ` ,"' 84" , 58:. 91; "` 89' 7.4x:76 30 ':`.r109'' 60 1 300 ' :108 . ;.',:95 ': 30 81 75 '. 52'• 81 -;79':::,. 66:x'*; , _: 68 . 367 ....'.°62 85 36 _'r ". 74-. 1'x•68.:: 47a., 886k 60-...'-, ,,, 6Zr, . 61 78. :: 42 "` `68 " .' 63 44. y69 ,.. 67, -:. `55'." ; "57• - - , : 56`: '..52 48 '. 64 59- 64", 52"-- : -° 54,` S3'`. ' :' °49: - 54 60'_ 56 39; �- .: 60._x,:. : 59, ,'494 :: <5U -. " - .` 50,. 46 60 ''`57 53. 37. -7 :`'' , 56• 4fi, -48 47 -;_ : 44' 66 55 :' :50 .: 35: - ":=.55w` . ; . 53 44' ' ; , ;46 : ' , _..45` 71 72 52= , ' 48 ` 33.. 52 " s 51 _ . 42 "44 43 . yR ; 40 78 50 4'6 32 50`' 99. 41 ,' 42 • 41 :`38 85 48 8`:44" . 31. 48'r" a , :47: : ,; "39_ E 40 40' .7'37 *Chart values are for 3 -span condition on rails (minimum of 4 supports per rai). muiapiy spai uy v.o ju, vela ziNa 03.2008 232 101 -Version 07 2.15 ei Rail -WS+, :Maximum'Rail-Ficin Distance''7C'. Panel Panel Slope and Mean Roof Height (ft) Width 'P' 0-10 degrees 10-27 degrees 27-45 degrees (inches) 24 30 ` 118 60 300 75:' 30 ':`.r109'' 60 1 300 ' :108 . ;.',:95 ': 30 '90 60 :89 300 30 .105 , 97_.. 85 .80 77 36 96 886k 89 88 78. :: '74 73... 70 42 89 4.", 82 57 82 • ; ..,t 81. 72 . 68 -6765 48 83 .. 76 53:. _ 7J . ;. ,, 76 • . 67 :.: ` 64 .. ` :63 . .: 61=`:.,, .. 54 , '78 72 ,50 ., 72 72 '63 :' '; '�" w 60 .:. S9 r -57 - - 60 74 68 ":. '`4T - 69,r.,- ; 68 60 ..,57 56 "54 66 71 ,..65 45 :'66-' ' ...` 65 ,, 57 •; 54` 72 68 62 43- ::. ":' 63 :' ., 62= ° 55 ' e ,: - 5 7. - 51:° ° . . . 78 65 . 60 41.. ' ; 60 ';60 53 ' .: 50' : 49' .. 85 :. 62 .57: 40 . �r` 58t ",'57 50 - ,: 48 .. ; 47. *Chart values are for 3 -span condition on rails (minimum of 4 supports per rai). muiapiy spai uy v.o ju, vela ziNa 03.2008 232 101 -Version 07 2.15 SCHUCO IBC::Win ="125 mp , Snow =_iO p q e 'Raillw :'Mai(imijm%.Rail*Fain O,.Distances , _A Panel Panel Slope and Mean Roof Height ft Width 'P` nel Sloe and Mean Roof Height ft J Width 'P` 0-10 degrees 10-27 degrees 27-45 degrees (inches) 30 60 300 30 60 300 30 60 300 24 92 =85_�--:85At 71 30 83 76,�•--, ..'-,X,53 81r" _,-�67el,,. �;W80, 36 75 w1 60 48ykv, - et-_4!80,Ai 1;', ',7,4., ,6t ,-,173,. 69.4 x,;58 42 -70:- 'X64:t -,,45_FO,.7.4;rm 57 48 v 65 r`7,'60,"., % _,42�3t:,7 I N . 69� T, 64-":0' 63;..,,.-. - .53 � 4,� -, 1 60 - jl�, 50 54 61'-,z 57 65.T.9 60 -:37'':= ',Ar'` 62 .47' k- 4 47A,, a.::45 A4 66 "5'S1,51- Y �,351r'%`V;-,,,7 4 72 69 Z41 `�52',� �Z x;'-'4343 51 - D-41->: 78 51r, 47 w---45 'X 57 -t, 71'L _-65— 54-t; 85 _49r,4_' , _454- 1,*, , �, I 71 '31' w� 452,. -I'tJ 48 40 157,,�47 1 -45 37, 7. I-RaiM ez-RaiLWS:,:Maxirnunn ixing-,Distance'N!,(in, ri Panel Panel Slope and Mean Roof Height ft Width 'P` 0-10 degrees 10-27 degrees 27-45 degrees (inches) 30 60 300 30 60 300 30 60 300 24 87_,'t ' .V 80,,- , 30 077_5,. 5,4 7: 36 `45'13 z'�-75'z 57, t.�-7 1-� '71.,.t 6 5 6�� F��'T 69P 42 65.ztiff60 -L�` 42,'.?--. 48 I :,47:- i 6 1 CU 6 5, 0' 5 6 -,V 5 4 AT_�T 58 -*vr -53;n 44,,.,-;'. �,,T`61r y 58 53r r 37: :1 '.'S6' 60 7 55T `50^.,,T .,:zt35 1�. '53r' '-,A 41 7'x:55 �-150 �,-._A2 66 4 -4 5V. A8 0 `j ;,31 55,��' 72 50'v.. V Z'-. 46-,f- 4 '71 -4 fL:a� -38, 32 40'..,j"!-�'450 .4 78 .. -!�t """44--37-t- ",3 ,648 51;.-,� 85 ��4 3 74'%-", i -T 4 64' IteAL, '__Z35 r U 'T'.(in) -ez'Rail..ws+:,MaximMLiRail Fixin,DistanceZ g Panel Panel Slope and Mean Roof Height Width 'PI 0-10 degrees 10-27 degrees 27-45 degrees (inches) 30 60 300 30 60 300 30 60 300 24 112!-+ '.-.-104.,, 1,10 r. i, f �91- t, *112ft �z'A 04. 30 �,93 1107r-,t�., IZ 90 8V x_100` .93L 00 - 36 F'v_52:,-_ ',8w4,,-,,? '59,9 go, 92- -84",-�` 70, 42 :'85 -�"78�,, 14-54 490�1 69 65T 48 79 .-840" 64' to _77 79� 7 3 '.,0-6kL,--II, 54 -15- 69 57 q 60 -71 ',,''65, w---45 'X 57 -t, 71'L _-65— 54-t; 66 .,'62.,- 7, ._A3,.r� t�" 72:;�_: "66'�- i62 68,- :� 55 72 65,.. 60' 1417 f:-" 63�11 -1 ".,52 R 65 2��_,60,-__ F, 50 78 ..62- .57 40 __01'667L',�,] ',50 �A48?f :- 854 59,,'-,] .55,_ 63y *� IA :58 8 59 "55' 46',F' *Chart values are for 3 -span condition on nails (minimum of 4 supports per rail). Multiply span by 0.8 for other span conditions. 2.16 232 101 -Version 07 03.2008 Eclipse Engineering, Inc. t r to C I I.I I a 1 s o 1 u l i o n S IBC & CBC ENGINEERING CERTIFICATE Date February 27, 2008 To: SCHUCO IDSA L P : SCHUCO Solar RE- Siructuial Enginterino Certification for SCHUCO's SolarEZ''' Mounting System To Whoin It May Concern Vrte have completed the analysts of the SCHUCO SolarEZ"t Mounting System regarding the rail span charas for the ezRail At. e?Rail WS and e7Rail SATS+ The analysis was done rn accordance with general structural engineering practices The analysis was based on the following code and reference data: t Inlelnabonal Code Council u;rematronar Budding Code Country Club Hills ICC 2006 2 C*Iifomra Building Standards Conini;sslon Californts Buttdrng Coda Sacramento. CBSC 2007 { A rneiican Society ul Civil En me-ers aid SSr!clutP1 l ngtneewig IriSiitUle MONIr7UIn CeSrArt WdS (01 110 Other Structures (ASCf;S r 7-05) Resion ASCE 2006 The Alomlourn ASSOCiatloll ,�iril,Tli'Iklrri Dsgv Manuai. Spec lhcatrons Prod Guideff ,es fo' Alwi ll1urll SttU4'tL'reti 8' ed V.1asliington 0 C TAL, ?.005 5 Ameocan Instqure of Steel Construction Steel Construction Manual 13, ed Chicago. RISC. 2005 10ecliaincal properties of SC1•IUCO ezRail W. V6 and WS+ based oii matcoal spsciticalions provided by SCHUCO Eclipse Engineering', Inc has reviewed and verified the adequacy of the rails to withstand the stated design loads provided all installations follow the Solar EZt'LMounting System Installation Manual, copyrighted by SCHlJGO IDSA !_P, 2006. and the rail sans astti'fittiiation'sierenced on the attached Rail Span Charas Sincerely. Y, .. � .;'7` ' �• .,` -�� ` �. � r n 'IV J i 7 i toy Le(sti�;o, PE .'dd,h i�Si'' :•i'�!t _;!i1'iS i?'t (iiiat'St ,� t : �t .{ 235 worth First Site t�West, 2nd Flog, Missoula, 101 59803 C Phone: (406) 721.5733 tar, (406) 721-4988 ; ;Al www.ecfipse-engineering.com 2.17 Wiley Electronics LLC Washer, Electrical Equipment Bond WEEB Patent Pending INSTALLATION INSTRUCTIONS For Schuco Installations .t e o a WEEB-SMC o x 0 0 WEEBLUG-S Products are tested to UL 467 3098177 - UL standard for safety grounding and bonding equipment Document Number 104-0404-000007-003 Wiley Electronics LLC. 2006© — All Rights Reserved I , f SYSTEM OVERVIEW \ VJC VIIC VVLL-UL-UV-J Elul 1011 to connect system to equipment ground conductor Note: WEEBs are intended for single use only. Functionality will not be guaranteed if reused. Wiley Electronics LLC. 2006© - All Rights Reserved •T t nsta and 1 to 2a and snap onto ezRail Slide WEEB teeth e o directly under edge a of solar module T Wiley Electronics LLC. 2006© — All Rights Reserved .. _ - r �., .. � ,� � ,, . � c. L � , � � r WEER -SMC LAYOUT EVEN NUMBER OF MODULES IN ROW X DENOTES PLACES TO INSTALL WEEB-SMC C X R = 4 X 1 WEEB-SMC NEEDED = C X R= 4 X 1= 4 ODD NUMBER OF MODULES IN ROW y X DENOTES PLACES TO INSTALL WEEB-SMC C X R = 5 X 1 WEEB-SMC NEEDED = [C+1] X R = [5+1] X 1 = 6. Note: When replacing a single faulty module, also remove the adjacent module which contacts the same WEEBs as the faulty module. This will ensure that there are never ungrounded modules in the array. Wiley Electronics LLC. 2006© — All Rights Reserved o WEER -SMC LAYOUT EVEN NUMBER OF MODULES IN ROW X DENOTES PLACES TO INSTALL WEEB-SMC C X R = 4 X 1 WEEB-SMC NEEDED = C X R= 4 X 1= 4 ODD NUMBER OF MODULES IN ROW y X DENOTES PLACES TO INSTALL WEEB-SMC C X R = 5 X 1 WEEB-SMC NEEDED = [C+1] X R = [5+1] X 1 = 6. Note: When replacing a single faulty module, also remove the adjacent module which contacts the same WEEBs as the faulty module. This will ensure that there are never ungrounded modules in the array. Wiley Electronics LLC. 2006© — All Rights Reserved Torque to 13.5 N -m / 10 ft -Ib Teeth towards rail fastenter to 10 N -m / 7 ft -Ib Wiley Electronics LLC. 2006© - All Rights Reserved i �y r