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Home My WebLink About22-4955City of Zephyrhills X, 5335 Eighth Street Zephyrhills, FL 33542 ELCMISC-004955-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 10107/2022 mi Si 13 26 21 0140 00000 1170 39552 Meadowood Loop Name: JOSHUA CRISPIN & KAYLA Permit Type: Electric Service Replacement/M Contractor: MOMENTUM HERNANDEZ I Class of Work: Add/Alter Residential ISOLAR-ELECTRICIAN Address: 39552 Meaclowood Loop Building Valuation: $0.00 ZEPHYRHILLS, FL 33542 Electrical Valuation: $58,107.00 . ....... ... . Phone: (321) 247-6073 Mechanical Valuation: Plumbing Valuation: Total Valuation: $58,107.00 Total Fees: $330.54 Amount Paid: $330.54 - Date Paid: 10/7/2022 3:22:54PM 2, REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. jj:z��I� II! 11111111�1111'1 11111q!!I I III I I � � - - = = �� 11 0 0 1 go ^ 11 # 0 0 9 1 * 23M��Mi Complete Plans, Specifications add fee -Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. 1 A CONTRACTOR SIGNATURE PE f1IT OFFICEU 124tuy 11119 0 W11I dr.,I:J:j z1olyj 9 813-780-0020 NWMENNN� a-mufflawyAl 10/7/2022 321 1 247 6073 mamma JOSHUA CRISPIN 7-6073 Fee Simple Titleholder Address I JOB ADDRESS 39552 MEADOWOOD LOOP ZEPHYRHILLS, FL 33.542 LOT 0 SUBDIVISION IMEADOWOOD ESTATES PARCEL ID# 11-3-26--21-0140-00000-1170 108TAIMM MGM PROPERTY TAX NOTICS) WORK PROPOSED FX__1 NEW CONSTRF7 ADDIALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK INSTALLATI -ON OF PHOTOVOLTAIC SOLAR PANELS ON ROOFTOP BUILDING SIZE SQ FOOTAGE= HEIGHT XXIZIlt" =BUILDING 58,107 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL 1$ J AMP SERVICE ED PROGRESS ENERGY = W.R.E.C. ]PLUMBING 1$ j =MECHANICAL $ j VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING E—] SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS I FLOOD ZONE AREA =YES NO BUILDER j COMPANY Momenturn Solar Cameron Christensen SIGNATURE � L& REGISTERED L_XLN_j FEECURREN YfN Address 6210 Haffner Ave Ste 100 Oriando FL 32822 License # ELECTRICIAN COMPANY Momentum Solar SIGNATURE nZ REGISTERED �Y/N �FEEC.U�FIRENN Address 210 Hoffner Ave Ste 100 Orlando FL 32=822 License Is PLUMBER COMPANY L!LtLj SIGNATURE REGISTERED Y i N me- ReN Address Uoense# MECHANICAL COMPANY SIGNATURE REGISTERED Address License #E:=�� OTHER COMPANY F_ SIGNATURE REGISTERED Address License #E===== RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for now construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormweler Plans w/ SIR Fence Installed, Sanitary Facilities & 1 dumpster Site Work Permit for subdivisionsliarge projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Pap; (1) set of Energy Forms. R-O-W Permit for now construction. Minimum ten (10) working days after submittal date. Required castle, Construction Plans, Stormwater Plans w/ Sift Fence Instafferl, Sanitary Facilities & 1 dumpster. Site Work Permit for all new pm*ts. AD commercial requirements must meert compliance SIGN PERMIT Attach (2) sets of Engineered Plans, ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized if over $2500, a Notice of Commencement Is required. (AIC upgrades over $7500) .. Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized kftr from Owner authOdZing SWM OVER THE COUNTER PERMITTING (copy of contract required) Reroofs If shingles Sewers Service Upgrades A/C Fences (Ptot/Survey/Footage) Driveways -Not over Counter if on public roadways,.needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009, Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County, TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowners Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads, Welland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, after, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. FLORIDA JURAT (F OWNERORAGENT I CONTRACTOR Subscribed d S-mrn t6Irrnecl) before —me this Subscribed and sworn to (or affirmed) before me this by , 10/7/20:22 by JUA CRISPIN 10/7/2022 hv mpmn C.hri�tpnqpn to in has/have produced 'Ve Who is/an gets Ily kqo�m to me or has have produced _ persona v k,6 D LIAE 47� RIYE R NSE I as identification, as identification. Notary Public No. HH214785 EtIZABETH BRANNACK ,lame of Notary typed, printed or stamped Notary Public State of Florida No a Elizabeth Brannack I. My Commission Is HH =214785 Xp. I 1 0 EXP. 1/2412026 TrT I,R Notary Public Co mission No. HH214785 ELIZABETH BRANNACK Name of Notary typed, printed or stamped L Notary Public State of Florid, 6EIizabeth Brannack n to MY commission H 2 1 47 85 HH 2J4785 x p I 1 0 _ 6 CM &6 2 2 Exp. 11241226 INSTR#2022217294OR BK10702 PG1946 Page 1 of 1 10107/2022 02:41 PM Rcpt: 2510659 Rec: 10.00 IDS: 0.00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller Mr-T-WO15115M �w t fols APR MUM =1- A% 1=,-- 155=ii # MoMMIA47-:1 • as- 11M, =-817134iffil Ma z 'w1*141111-31 8;9 - 17111174 M MMI-T&AA ..r Ut M-1 "Poo MOM, Aninga. c. -0 s --1 '4 U aQ4for F;'offlcer, trus attorney in 0 r Name Varty on taettalf of whom Instrument was execrated ELIZABETH BRANNACK Print type, or stomp oommissioned name of Notary Pubk Form conlent revisecl: 01101/20 Notary Public State of Florida Elizabeth Brannack My commis6lon xp.MM 214785 E1112412028 ° y � « .� 1©. dv>i »v4«? :»<� x . w<c � . :`� � � ^ �� ° /� \� \ / \ .33 . \\:\:% � . :� �� y..: � � � . � � } 2d� ?«<y. � «� °%/a\�%\#\\\>,». 6ƒ 2©� ©�«:^ \\. �©� . � ` . . y .y « ..:/ w¥..�.. >:.� \ >.¥ > : a . � � < �w« : �} . .� y�: ? � �� % ~^� ^°fy<,w«.az»� a � � 3 »a ,% \ ��\° 2< � < »< \ . } 2 \�\�~ � «< , .... :«�»°< :\%\}\ <� y : 2. z�� ?\\\ \\� a� \ \ . .\ \: : : «�� \\\�� 2<° � . . : �w».>x� J, � wd.�:� �� w«/:\\¥� ^ .� y� . . ,.: �: � .■� »� e.� #° a • #11111ML HANWHA Q.PEAK DUO BLK-GlG+ 365 a a 101 1,124101 _#.#'. a 'a *a SYSTEM SIZE J #10.95 KW 1II��III 28.2173519,-82.1630134 C, eI �►L�i7.`L�.i } • • } t }t=• ROOF SHALL HAVE NO MORE THAN TWO LAYERS OF COVERING IN ADDITION TO • x ' EQUIPMENT. 1001 11111,1141461 S121,40 } # ♦ } . # tr = s it } }. } a r a s } .#. ..# # # as s •. • s MAORL t01 NQ E1101FA• # # # • •� } s} REQUIREMENTS•• THE DESIGN CRITERIA OF • CLIMATIC & GEOGRAPHIC _ a TABLE R301.211) SPEED s TOPOGRAPHIC a #. s SPECIAL ' D REGION # WIIND BORNE DEBRIS SEISMIC DESIGN a #* CLIMATE ZONE WINDEXPOSURE TABLE 301..1.3 WIND SPEED CONVERSIONSa For SI: I mile per hour = 0.447 m/s. a. Linear interpolation is permitted. HANWHA Q.PEAK 11 • ., 365 WATT MODULE • . • #. aw-gings COVERI111# !, AGE x �ulllll ATTACHMENT III DETAIL '## ' ►EQUIPMENT LABELS BILL OF MATERIALS MODULES 30 INVERTERS 30 L-FOOT ATTACHMENT W/ RT-MINI 62 168" RAILS 13 SKIRTS 0 ENPHASE COMBINER BOX 1 EATON 60A FUSIBLE AC DISCONNECT 1 40A FUSES 2 40A BACKFEED BREAKER 1 Omomentum SOLAR 325 HIGH STREET, MIMCHEN, NJ x x MOMENTUMSOLAR.COM PROFESSIONAL ENGINEERING CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR slab MAJOR BLVD. SUITE 307, ORLANDO fL. 32819 #' 8133790029 A. y COVER PAGE 019420 [ 0] DETAIL C DETAIL D SCALE 1 :6 SCALE I DETAIL 8 SCALE 1 :8 FER MODULE INSTALLATION MANUAL SECTION A -A 1,57 1 1 1,50 [404] [38-01 i — [40.0] 2.7 [70 FRONT VIEW RAN. M1 CLICKFIT COMP SHINGLE xx-xxx—x---Xx—x---7 RT-MINI is suitable for mounting any rail system with a conventional L-Foot. for L-Foot & 1/4" for EMC let% ICC ESR 3575 Call Now for more details 858-935-6064 Engineered to ASTM D 1761 Components Dimensions in (mm) RT2-00-MINIBK PAT: PENDM 3 1/2 90) r2�501 WNI base: 20 es Screw: 40 e& istallation Extra RT-BW: 10 ea. rjoitional ftern 5 X 60MM Mounting straw (W2-0"05-W) : 100 —Sag 5/16'Hex bolt, washer & nut set loo —laag RT-ButylffrT2-04eMLT) 10ea. ffim RT,Bi-,!y! j5 Rs.f T—Ws fi-jbje Hashing 7iTi,000 PI/ f:w t. s.sl 24 year, 0 is ths fi,PV ,,VsNnr, wo,h Fle,xJbie Flashmg cetfi.d by #,e IGC.. Metal Flashing Retrofit Flexible Flashing Deck installation P.F. SWMW Le#M Waislais at —.1004001tusNuppW momentum SOLAR PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, NJ 08840 (732) 902-6224 MOMENTUMSOLAR.COM PROFESSIONAL ENGINEERING CAMERON CHRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SUITE 307, ORLANDO FL. 321 JOSAVA CRISPIR - I16109258 39552 MEADOWOOD LUUP ZEPHYRHILLS, FL 33542 8133790029 KI 111W BLK-G10+ 365 I SCALE: 1/8" V-0" ROOF PANEL COUNT TILT AZIMUTH SHADING LANDSCAPE MAX SPAN (ROOF AREA 1/2/3) PORTRAIT MAX SPAN (ROOF AREA 1/2/3) LANDSCAPE MAX CANTILEVER A, PORTRAIT MAX CANTILEVER RI 5 22® 2® 89% 48 /32 /32 48 /32 /32 16/10/10 16/10/10 momentum R2 14 19® 272* 84% 48/32/32 48/32/32 16/10/10 16/10/10 SOLAR R3 11 19® 92' 69% 48 /32 /32 48 /32 /32 16 /10 /10 16/10/10 FIRE SETBACK (36-,18- VENTILATION, 36" ROOF ACCESS) (TYP) RAFTER SPACING 24- O.C. (TYP) 0 a iJ 0 0 0 ® 0 0 Cam.© -4111 2 0=0 1 0 L FR2] 2'41' F-11 0110111 Or-kol 04pla'all I NW49if I Zwr-1 MILSA 0 FR 1] 0 0 NOTE: 1. ROOF COVERING MATERIAL IS COMPOSED OF SINGLE LAYER ASPHALT COMPOSITE SHINGLE. 2. REFER TO LAYOUT DETAIL DRAWING PV-3 FOR ALL ROOFTOP DIMENSIONS. MSP ELECTRICAL EQUIPMENT gm w_1 , 0 0 F. - 325 HIGH STREET, METUCHEN, N3 09840 (732) 902-6224 KOM NTUMSOLA COM PROFESSIONAL ENGINEERING SOLAR INSTALLER NOTES: R1 HAS HORIZONTAL RAFTERS E.13m. 0 s A E OF 'IORIID DRIVEWAY ff)NAL TOTAL SQUARE FOOTAGE OF ROOF: 1945 SQFT 0 0 SQUARE FOOTAGE OF SOLAR ARRAY:578.83 SQFT -GROUND ACCESS SOLAR CAMEROCNONTRACTOR CHRISTENSEN PERCENTAGE OF SOLAR ROOF COVERAGE: 29.76% CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 0 0 (TYP) MOMENTUM SOLAR I V-7" 18" RIDGE SETBACK SHALL BE REQUIRED 5728 MAJOR BLVD. SUITE 307, ORLANDO FL. 32819 jj 0 0 CUSTOMER INFORMATION JOSHUA CRISPIN - MS109258 0 0 U SYMBOL LEGEND 39552 MEADOWOOD LOOP U, 0 ZEPHYRHILLS, FL 33542 0 0 r) 00- H MAIN SERVICE PANEL CHIMNEY 8133790029 C'� 0- M Uj 3:00 IPV SYSTEM INFORMATIQN U_ SYST SUB -PANEL SKYLIGHT EM SIZE (DC ): 10.95 KW` z 0 0 I 0 30 MODULES: HANWHA Q.PEAK DUO BLK-G10+ 365 FG-15 UTILITY METER z VENT 0 30 INVERTERS: ENPHASE IQ7-60-2-US LL. AC AC DISCONNECT 0 PIPE VENT I DISC UDC UTILITY UTILITY DISCONNECT FAN LOAD CENTER El SATELLITE DISH 41' PR03ECT INFOR04ATION FN3 RR NEMA 3R BOX W/ ENVOY-S INITIAL FIRE SETBACKS DATE: 9/28/2022 DESIGNER: JT I REV: DATE: DESIGNER: CB COMBINER BOX MIN 3'X TGROUND ACCESS REV: POINT DATE: DESIGNER: ROOF LAYOUT E3MODULE PITCH DIRECTION IWIND PRESSURE ZONE LINES.- ;�R �TO PV-2.2 FOR ADDITIONAL I.F V sa.Z p PV MODULE RATINGS INVERTER RATINGS VOLTAGE DROP CALCULATIONS MODULE MA INVERTER MAKE FORMULA USED PER NEC HANDBOOK 215.2(A)(4) WHERE APPLICABLE momentum Q.PEAK DUO WIRE R BLK-G10+ 365 SOLAR i BRANCH T Ox i OPEN CIRCUIT VOLTAGE iY MIII PP VOLTAGE SHORT CIRCUIT CURREN! MPP CURRENT NUMBER OF MOD6LES MAX OUTPUT POWER 3-BOX TO LOAD OPEN DC VOLTAGE CENTER NOMINAL AC VOLTAGE LOAD CENTER TO AC 1, # # DISCONNEC7 MAX AC CURRENT AC DISCONNE, CEC INVERTER EFFICIENCY INTERCONNECTION NUMBER OF INVERTERS 1IL1703 COMPLIANT SUB PANEL # Of 1!141 __ BREAKER SIZE , 30 ENPHASE IQ7-60-2-US MICRO -INVERTERS PRO CUSTOM SOLAR LLC D.R.A. MOMENTUM SOLAR M 325 HIGH STREET, METUCHEN, N3 08840 (732) -622E 9024 MOMENTUMSOLAR.0OM M PROFESSIONAL ENGINEER f_1 immii 'MG NEC 705,12(B)(2)(3)(b) 120% RULE (1.25 x INVERTER OUTPUT) + MAIN OCPD 5 BUS RATING x 1,20 (1,25 x 30) + 200:5 200 x 1.20 FSEC CERTIFICATION STATEMENT: PER FL. STATUE 377.705, 1, MINA A. MAKAR PE* 86753, CERTIFICATE OF AUTHORIZATION #33404, AN ENGINEER LICENSED PURSUANT TO CHAPTER 471,CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL COMPONENTS ARE DESIGNED AND APPROVED USING THE STANDARDS CONTAIN IN THE MOST RECENT VERSION OF THE FLORIDA BUILDING CODE. FBC 2020 EXISTING CUTLER HAMMER 200A MAIN SERVICE PANEL 240 V MAIN BREAKER: 200A ENPHASE80A AC COMBINER SOLAR CIRCUIT 333 BOX DISCONNECTING MEANS 200A EATON 60A FUSIBLE AC GRID DISCONNECT 8 SOLAR CONTRACTOR CAMERON CHRISTENSEN 8 40A40A CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAIOR BLVD. SUITE 307, ORLANDO FL 32819 ----- ----- -------------- - - - -- __7 _4 CUSTOMER INFORMATION ROOF 10AI15A BREAKER __i_'POWER JOSHUA CRISPIN - MS109258UTILITY JUNCTION (MANUFACTURER 40A FUSES 77- GROUND METER 39552 MEADOWOOD LOOP BOX SUPPLIED FOR 3 ZEPHYRHILLS, FL 33542 TERMINATION CAP 1 2A-B ENVOY) 3 8133790029 INSTALLED ON 20A BREAKER (A) PY SYSIEM INEORMATION END OF CABLE 20A BREAKER (B) SYSTEM SIZE (DC): 10.95 KW 30 MODULES: HANWHA Q.PEAK DUO 8LK-G10+ 365 30 INVERTERS: ENPHASE IQ7-60-2-US Wire Gauge Wire Type Temp. Rating Wire Ampacity(A) I Temp. Derate 'I Conduit Fill Derate Derated Ampacity (A) Inverter Qty NEC Correction Design Current (A) GroL ind Size Groun d Wirpi' Type # THREE LINE DIAGRAM NOTE: LETTER "G" IN WIRE QTY TAB STANDS FOR GROUNDING CONDUCTOR. I V V M %20 ELECTRICAL TES® 22. WORKING CLEARANCES AROUND THE EXISTING AND NEW ELECTRICAL EQUIPMENT WILL BE MAINTAINED IN ACCORDANCE WITH NEC ARTICLE 110.2. 1. ALL CALCULATIONS FOR VOC, VMAX, IMP AND ISC HAVE BEEN CALCULATED USING THE MANUFACTURED STRING CALCULATOR 23. CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS SUNLIGHT RESISTANT PER momentum BASED ON ASHRAE 2% HIGH AND EXTREME MINIMUM TEMPERATURE NEC ARTICLE 300.6 (C)(1) AND ARTICLE 310.8 (D). SOLAR COEFFICIENTS. 2. THE ENTIRE ARRAY IS BONDED ACCORDING TO (NEC 690.46 - 250.120 PARAGRAPH C). THE GROUND IS CARRIED AWAY FROM THE GROUNDING LUG USING #6 BARE COPPER WIRE OR #8 THWN-2 COPPER # # •- 5. ALL CONDUCTORS ARE SIZED BASED ON NEC 2017 ARTICLE 310 6. ALL EQUIPMENT INSTALLED IS RATED AT 75°C 7. INVERTER NOC (NOMINAL OPEN CURRENT) OBTAINED FROM EQUIPMENT DATAHEET 8. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL LOCAL AND NATIONAL CODE REQUIREMENTS. 9. EACH MODULE MUST BE GROUNDED ACCORDING TO USER INSTRUCTIONS 10. ALL EQUIPMENT SHALL BE LISTED PER NEC 690.4(B) 11. R NEC 690.13,690.15, PROVIDE A WARNING SIGN AT ALL LOCATIONS WHERE TERMINALS OF DISCONNECTING MEANS ENERGIZED IN THE OPEN POSITION> SIGN SHALL*• *WARNING - ELECTRIC SHOCK HAZARD - DO NOT TOUCH TERMINALS - OR 12. PER NEC 705.10, PROVIDE A PERMANENT PLAQUE OR DIRECTORY SHOWING ALL ELECTRIC POWER SOURCES ON THE PREMISES AT SERVICE ENTRANCE, 13. INTERCONNECTION METHOD SHALL COMPLY WITH NEC 705.12 14. AND OPTION FOR A SINGLE CIRCUIT BRANCH TO BE SPLIT INTO TWO SUB -CIRCUIT BRANCHES IS ACCEPTABLE. 15. ALL CONDUCTORS MUST BE COPPER. 16. NEUTRAL AND EQUIPMENT GROUNDING CONDUCTOR BONDED AS PER NEC 250.24(C). 17. EQUIPMENT GROUNDING CONDUCTOR IS CONNECTED TO A GROUNDING ELECTRODE SYSTEM PER 250.54(D). 18. FUSES FOR PV DISCONNECT HAVE AIC RATINGS OF 200KA AC AND 20KA DC. 19. SUPPLY SIDE CONNECTION SHALL BE MADE USING ILSCO INSULATION PIERCING CONNECTORS (IPC). MAKE, MODEL, AND RATING OF INTERCONNECTION CAN BE SEEN ON TABLE 1 BELOW. 20. METHOD OF INTERCONNECTION CAN BE SEEN IN FIGURE 1. 21. UTILITY HAS 24-HR UNRESTRICTED ACCESS TO ALL PHOTOVOLTAIC SYSTEM COMPONENTS LOCATED AT THE SERVICE ENTRANCE. 24. CONDUCTORS -# # TO WET LOCATIONSBE SUITABLE FOR LOCATIONS 310.10 25. TOTAL AREA OF ALL CONDUCTORS, SPLICES, AND TAPS INSTALLED AT ANY CROSS SECTION OF THE WIRING DOES NOT EXCEED 75% OF THE CROSS SECTIONAL AREA OF • • - * •s • t s s I - t ! r s-S IN CONDUIT ARE AC CONDUCTORSAND NOT SOURCE,•# 29. ALL GROUNDING SHALL COMPLY WITH 690.47�A) IN THAT THE AC MODULES WILL COMPLY WITH 250.64. 30NO TERMINALS SHALLBE ENERGIZEDTHE OPENPOSITION •r s RANGE TAP • •' , ##ii ,### FIGURE 1: ADJUST THE CONNECTORTO SUITABLE LOCATION 2. PUT THE BRANCH WIRE • THE CAP SHEATH FULLY 3. INSERT THE MAIN WIRE, IF THERE ARE TWO LAYS OF y LAY IN THE CABLE,MAIN • LENGTH OF FROM INSERTED END 4. TURN THE NUT BY HAND, AND FIX THE CONNECTOR IN SUITABLE# * • 5. SCREW THE NUT WITH THE SLEEVE THE TOP PART IS CRACKED AND DROPPED DOWN 325 HIGH STREET, CUSTOM PRO C. r .R. , SOLAR . : •� 224 s• ■ �11I �� Intl i� � PROFESSIONAL ENGINEERING RNA m We o 9 9 Aid or Af L9 6pI,,�II19§1�� CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD, SUITE 307, ORLANDO FL. 32819 # ■(z CRISRA - fTIS109258 39552 MEADOWOOD LOOP ZEPHYRHILLS, t ## • SYSTEM SIZE (DC): 10.95 0T 30 INVERTERS: EN PHASE • # Daniel W. Dunzl*k Architect LEER -AP 370 Burnt Hill Rd. Skillman NJ. 08558 908-872-3664 StudioGdesign(a,)comcast.net September 29, 2022 Re: Proposed Photovoltaic Solar Panel Installation Joshua Crispin 39552 MEADOWOOD LOOP ZEPHYRHILLS, FL 33542 Dear Plan Reviewer: Certification: I have reviewed the engineering testing reports for the racking and attachments to be used on this project and I certify that the products are capable of supporting the code required loads and are suitable for this installation when installed in strict compliance with the manufacturers printed instructions. Regarding the solar panel array installation on the above referenced project please note that an inspection was performed by a representative of the Arch itect/Engi neer of Record, and analysis of the existing structure was conducted. There is adequate structural capacity for the installation of the array with the following recommendations: 1. The array will be installed on the existing roof. The roof framing is constructed of 2"x4" wood trusses @24" o.c. spanning 13' 2" with a top chord length of 14' 2" with intermediate supports at 1/2 points, making the effective longest span equals T2" with 1/2" OSI3 plywood sheathing. The new array (See Site map by contractor) will add 2.63 Lb, / Sf. overall to the roof. The existing structure is sufficient to support the new loads associated with the additional weight & wind resistance. No additional structural support is required for the roof structure. 2. The attachment system shall be secured to the roof and shall be in strict compliance with manufacturers printed instructions. The attachment system shall be UL 1703 approved tested. Provide 6 mil. vapor barrier between dissimilar metals. Provide water tight gasket and sealant at all penetrations. Attachments shall follow panel rows as specified by the system manufacturer's installation manual. The panel angle shall match the roof slope. Reference summary table below: Roof Shingle Fastener Max Spacing (in.) Attachment SLstem: "ROOFTECH"R `R,r mlNl 11" & "Ecol'asten" Click HO Attachement Systems Wind Zone I Wind Zone 2 Wind Zone 3 min. 5/16" x 4" long stainless -steel tags with a min. Fastener Info: 48 32 32 embedment of 3" into the rafters 3. Solar Modules shall be UL-I 703 rated. Refer to manufacturers specifications sheets. 4. Positive drainage of the system shall be so as not to void the existing roof warranty. 5. All aspects of the installation shall comply with the Florida Administrative Code, 2020 Florida Building Code - Residential Seventh Edition, ASCE-7-16, 2020 Florida Building Code — Energy Conservation, Seventh Edition, 2017 National Electric Code, All Local Governing County and Municipal Ordinances adopted by reference or enacted by law. All components used meet the criteria of the Florida Solar Energy Center. 6. Please refer to the attached structural calculations. If you have any questions relating to this matter, please contact me at your Daniel W. Dunzik, RA. LEED-AP FL. Lic. No. AR98795 Thank you. Daniel W. Dunzl*k Architect LEED-AP 370 Burnt Hill Rd. Skillman NJ. 08558 908-872-3664 StudioGdesign*comeast.net September 29, 2022 Gravity Load Calculation Criteria Structural Design Loads per ASCE 7-16 Dead Loads = 10 psf + 2.6 psf (new solar panels) = 12.6 psf Roof Live Load = 20 psf Ground Snow Load/Live Load = 0 psf Wind Load Calculation Criteria Wind Loads per ASCE 7-16, Equation 29.4-7 Using an effective wind area of 10 SF, external pressure coefficient from Figure 30.3-A-1 Zone I = -36.5 psf Roof Slope = 22 degrees Roof Mean Height = 15 ft Zone 2 = -47.4 psf Basic Wind Speed = 140 mph Zone 3 = -54.7 psf Exposure = B Per section 2.4.1, ASD combo = D + 0.6W: Zone I = 2.6 psf + 0.6(-36.5 psf) = - 19.3 psf Zone 2 = 2.6 psf + 0.6(-47.4 psf) = -25.8 psf Zone 3 = 2.6 psf + 0.6(-54.7 psf) = -30.2 psf Check Attachment to Wood Truss Use 5/16 dia. Lag screw w/ 3" embedment into 2 in. wide roof rafter Lag Screw Spacing: Lag Screw Tributary Area: Zone I = 48" o.c. max Zone I = (48" o.c. max)12 144 = 16 SF Zone 2 = 32" o.c. max Zone 2 = (32" o.c. max)^2 144 = 7.11 SF Zone 3 = 32" o.c. max Zone 3 = (32" o.c. max)12 l 144 = TI 1 SF Lag Screw Forces: W = 2661b/in (Table 12.2A, 2015 NDS) Zone I = 19.3 psf x 16 SF = 309 lb < W', OK Cd = 1.6 (Table 2.3.2, 2015 NDS) Zone 2 = 25.8 psf x 7.11 SF = 183 lb < W', OK Ct = I (Table 2.3.3, 2015 NDS) Zone 3 = 30.2 psf x 7.11 SF = 215 lb < W', OK W'= W x embed x Cd x Ct W'= 266 lb/in x 3 in. xl.6 x I = 1276.8 lb powered by BREAKING THE 20% EFFICIENCY BARRIER boosts module efficiency up to 20.9%. sive quality programme in the industry: The new "Quietly Controlled PV" of thia independent certification Institute TOV Rheinland. INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields, whatever the weather with excellent low -light and temperature behaviour. ENDURING HIGH PERFORMANCE Long-term yield security with Anti LID Technology, Anti BID Technology', Hot -Spot Protect and Traceable Quality Tra.QrA. EXTREME WEATHER RATING High-tech aluminlurn alloy frame, certified for A RELIABLE INVESTMENT Inclusive 25-year product warranty and 25-year linear performance warranty2. 'APT test conditions according to lEC/TS 62804-1:2015, method A (-1500V, 96h) 2 See data sheet on rear for further information. THE IDEAL SOLUTION FOR: 69 Rooftop arrays on residential buildings Engineered in Germany OCELLS MECHANICAL AL SPECIFICATION 1717 mm x 1045 mm x 32 mm (including frame) ,. -___ .__-. ____. ........ ........ mums 19.9 kg se _ 3.2 mm thermally pre -stressed glass with d S anti -reflection technology „©a kao,bm Composite film xnaamm e,�, Black anodised aluminium 6 x 20 monocrystalline Q ANTUMsolar half cells �(�¶ 53-101 mm x 32-60mm x 15-18 min Protection class IP67, with bypass diodes 4mm2Solar cable, (+}a1150mm 1-)2:1150mm Staubli MC4, IP68 t% 9Rmn hum, ss.n�T��es� a ELECTRICAL CHARACTERISTICS POWER CLASS 360 356 360 ..,,.,�. _.,...,_._ 365 ....,._..... TEST CONIC! riONS,'v?',.z(POWER TOLERANCE '.5Vy,i...0Vy1 P,h [W] 350 355 360 - -. .10,97 365 Isc [A] 1100 11,04 11.07 Vr,c [VI 41.11 41.14 41,18 _ ,.,.-....__ 41.21 1- tAj 10.3710.43_ 10.49 10.56 Vr IV] 33,76 34.03 34,31 34.58 n [%] z19.5 ?19.8 x20.1 a20,3 . .. . . _+ ERATING CONDITIONS. NpIOT' _ Pmia IW) 262.6 266.3 270.1 273.8 I,- [A] 8.84 8.87 8.89 8.92 Voc IV] 3877 38.80 38,83 38.86 to.,, [A] 8,14 8.20 8,26 8.31 Vao" IV] 32,24 32.48 32,71 32.94 'Measurement tolerances Pe„ 3 % Is,; Vc -5 % at STC. 1000 W/mz, 25_2°C, AM 1.5 according to IEC 60904-3 • -800 W/ma, NMOT, spectrum AAA 1.5 Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE Atleast 98% of nominal power dur- ing first year. Thereafter max. 0.5% R ,-- ---- degradation per year. At least 93.5 % ' - - Yy r =t}1a of nominal power up to 10 years At s least 86 % of nominal power up to n ----- ---- CSC 25 Years. - _r_ r _ --r ____r------ 5 All data within measurement toter- z ances- Full warranties in accordance sa T''\ii R tt with the warranty terms of the ��. Q CELLS sales organisation of your irzffa;vee[wn„-? :o x respective country. =.aPs Typical module performance under low irradiance conditions in o .one«e�awuao rorv; ...„o, comparison to STC conditions (23 °C, 1000 W/m). TEMPERATURE COEFFICIENTS _ a I%IK] +0.04 Term..=.,u.aCoefficientof 'J; 0 [%/K[ ... _ �.___..... y[%/K] .��. .-0.34 Nora:naiModule Operating Temperature ..NMOT Ile] PROPERTIES FOR SYSTEM DESIGN . .. 1,.s IV] 1000 PVmodulo classif;cation _.. A� 20 Fire, Ratma based ran ANSI / UL 61730 1 QUALIr:.IC AND CERTIFICATE QualityC tofiod PV-TUV RheiNI'll tEC 612152016, IEC 61730-201a. This data sh®t comN_ with DIN EN 50380_ rOvnrew.We, QCPV Cartfcat-a 90 g. 3600/2660 Per,,Mted Viodule- " nrperature 54QQ1400Q ;n Csonttruous D) nv tW - M 370 11.10 41.24 10.62 34,84 a 2Q.6 2776 8.95 38.90 8.37 33,17 -0.27 43*3 Class It C 1 TYPE 2 -40°0-+85°C Note: Installation instructions must be followed. See the installation and operating manual or contact our technical service department for further information on approved Installation and use of this product Hanwha 0 CELLS GmbH Sonnenaliee 17-21, 06766 Bltterfeld-Wolfen, Germany I TEL+49 (0)3494 66 99-234441 FAX +49 (0)3494 66 99-23000 1 EMAIL sales@q-ceils.com I WEB www.q-cells.com Engineered in Germany OCELLS Sheet Enphase Microinveriers IIE: n, P111111hi -as e 7 110 n d a7+ ' ',Jicroinv, �,,,ers 9 To learn more about Enphase offerings, visit enphase.com The high-powered smart grid -ready Enphase 10 7 Micro" and Enphase 10 7+ Micro' achieving the highest system efficiency. Part of the Enphase 10 System, the 10 7 and IQ 7+ M[cminverters Integrate with the Enphase 9,aWy". 2;,,,f ft-EnAtiva Enlighten"' monitoring and ana"s software, IQ Series Microinverters extend the reliability standards set forth by previous generations and undergo over a million hours of power -on testing, enabling Enphase to provide an Induatry-leading warranty of up to 25 years. - Lightweight and simple More then a million hours of testing Class H double -insulated enclosure UL listed M mmr.[= .0 . . . . . . . . . . . . . . . W TTFF freqency ride -through requirements Remotely updates to respond to changing grid requirements Configurable for varying grid profiles Meets CA Rule 21 (UL 1741-SA) ENPHASE �Q 7+ Microinverters W-60-2-US �Q7-60-B-US 107PLUS-72 -2-US I 107PLUS-72-9-US 235 W -311 235 W - 440 601-cell PV irrodules ority 60-celf and 72-ceyll PV modules 48 V 611) V r 27 V - 37 A 27 V - 45 V 10V 48V 16V-60V 22Vi0v 22 V /60 V le 13"'1;, 15A 15A if 0 A i1v tingrounded wrayNoaddlfloriat DiCside protection required; AC side protectior, rea'Wres max 20A per branch circuit IQ 7 Mieroinverw IQ 74, MiCr0j"Verter 250 VA 295 VA 24, C V vi '1190 VA 2!40, V 208 V t 240 V/ 2,08 V I 211254 V I in 3 - `22 Q 'v 211 -264 V 193-229 V 1,0A '?40 V) 1, 1, 5 A �?'D, 8 V) 1 21 A (240 W, 1.39 A (208 V) 60 4z 50 Hz ","x 47 - 68 H7 47 `fin. H7 6rc,01 15 i 24{? VAC', 13 ?8 13 '24 C) 108 1 (2VAC) (,01VAC',) OVA OA 03 teading,_ 0,7 Digging 03 leading,., 0,7 laggkig @)24V 20V 2@0140V @208 V 9 7 0 k-, 97 1 It 97 0 97,0% "'A M -4011C to +651C 4, tL, 1001% fcondensing, `2 2-05) MC4 (or Amphenol H4 UTX vdt' ddMonal Q-CiCC-S:adapted F,iends PV2 (MCC intermiyteaule. Adaptors fm nindules with NIC4 or UTX connectors: PN/2 ,,o NIK,4: order ECA-S20-S22, -, to �,X: oroer FUIA-,920-S25 ?1,2 nm x 175 mm, x 30,2 rrim (wjuhcmut bracket) 'M ka 12.38 lbs, N", aturn' convection -No tans ono Clai� Haouble-insids'ed, cozrasv�in wesismnt polyrrieric enclosure 777-7 NEMA Ty,)e, 6 i'o,Aclocr c"ov'ref L"'ne Co.mmumc-'shin MU", Enligmten Minagar and MyEi 09hilen monintring options oPticms remtire InstaPstion, of an EnDhase M Envoy, hei A,. anc',TC connectorg have, been eya4iale I and approved by UL for use is the 10-sa-break disconnect re q U ir a r, b y N E 0 6 9,, Mt kkflm 71 (LJL 1741-SA) 62109 1 Pa-? ly, Ciasr 9, 10ES-0003 Class 8, (',ANP('Q,A-C,Z7,2 ND, 10,11.il 31 Plicc till'. UL 1,.1q1eda,%,P'V Rnpio Shut Down Empment and conforms with NEC-2014 and ,NIEC,20ii7i r�ection 690A2 and C22, i Rule 64-218 Rapid Shutewn cat PV SysTerns, for ACC arid 0C °;,uridmnfoni, Mien installed a(xixJrnq manufacturers instructions, nnm n9i if firn0fed by the utility. In, deline t�)e Of !CrnirVe; nii'S ner brRndl i'l VOL K area 0 _,fifermas, visft enphase.com -�ENPHASE 0 2018 Eni Energy. All rights reserved. A11trademerks orbrends used ere the property ofEriphaseEnergy, Inc. 2018-05-24 Enphase IQ Combiner 3 To learn more about Enr,,hase offerings, visit enphase.com The Enphase IQ Combiner 3'" with En ' ohase IQ En VoyT1 consolidates interconnection equipment into a single enclosure and streamlines PV and storage installations by providing a consistent, pre -wired solution for residential al)'Plications. It offers up to four 2-P0Ie iniou", circuits and Eaton BR series ousbar assembiy. Smart includes 10 Envoy for communication and control Flexible networking supports Ethernet, or cellular Optional AC receptacle available for PLC bridge consumption monitoring Reduced size from previous combiner Owitim4! iw#4-.,4WX r r,X5,K stud mounting Supports back and side conduit entry .;...Y�♦ t* ftyr 2j*+& M,ranth i:imvI% fir 29. A,# plug-in breakers (not Included) - 80 A total PV or storage branch circuits MM17M LNNMWNTk 3R enclosure Five-year warranty UL listed ENPHASE Enphase IQ Con libiner 3 MODEL NUMBER IQ Combiner 3 X-!Q-AM,,'J�; IQ Combiner 3 with Enphase IQ Envoy" printed circuit board for integrated revenue grade PV production metering (ANSI C12.20 ar 0.5%) and optional* consumption monitoring 2.5%), ACCESSORIES RnO REP, A(3,1--,M ENT PARTS Enphase Mobile Connec' CELLMODEM-03 (4to Ilan) Plug and play industriai grade cellular modem with data plan for systems up to 60 CELLMODEM-01 (3G,: 5-yuF, -,n) microinverters. (Availa}ale in the US, Canada, Mexico, Puerto Rico, and the US 1 V rgin islands. CELLMODFM M! 4n ha;ar. a eardani plan) where there is adequate cediular service in the installation area,) COnSUrnriti-n Vorvtorin,,,r CT-200-S'PLIT Split core current transforrners enable whole home consumption metering (+/- 2.5%), CirCUrt 8fasks—, Supports Eaton BR210, BR215; BR220, BR230, BR240, BR250, and BR260 Circuit breakers. BRK-13A 2 240 Circurt breaker, 2 pole, 10A, Eaton BR210 BRK-15A-2-240 Circuit breaker, 2 pole, 15A, Eaton BR215 BRIO-20A-2P-2 24C Circup breaker, 2 pole, 20A, Eaton BR220 EPLC-011 Power line carrier (communication bridge pair), quantity 2 XA PLUG-1120 3 Accessory receptacle for Power Line Carrier in IQ Combiner 3 (required for EPt-C-01) XA,ENV-PGBA-3 Replacement IQ Envoy printed circuit board (PCB) for Combiner 3 ELECTRICAL SPECIFICATIONS Rating System voltage Continuous duty 120/2,10 VAC, 60 Hz Eaton 5P series busba' 125 A ,,urmnt to grid) Max- confinUOLAS r I "" 65A Max. fuse/oircurt rating ioutr,,,it" 90A Branch circuits (solar Up to four 2-pole Eaton BR series Distributed Generation (DG) breakers only (not included) Max, continuous curicjnput from PV) 64A Max. Iron. bran', cv cA i1i �.iUnp (input) 80A of distributes generation / 90A with IQ Envoy breaker Included Production NiCteriny C T 200 A solid core pre -installed and wired to IQ Envoy MECHANICAL DATA Dimensions (1rVxHxD',1 49,5 x 375 x 16.8 cm (19,5" x 14 75` x 6.63"), Height is 211 06" (53 5 cm with mounting brackets). Weight T5 kc (16 5 lbs) Ambient temne,at err -40,11 C to -t46' C (-400 to 11 5� F) Cooling Natural convection, plus heat shield Enclosure, nos iron mcni-al rr, Outdoor, NIRTL-Certified, NEWIIA type 3R, polycarbonate construction Wire Si7eS 210 A to 50 A breaker inputs: 14 to 4 AWG copper conductors 60 A breaker branch Input: 4 to 1/0 AWG copper conductors Main lug combined output' IS to 2/0 AWG copper conductors Neutral and ground: 14 to 1/0 copper conductors Always fellow local code, reqUirernents for conductor sizing. Altitude To 2000 trieters (6,560 fee!) INTERNET CONNECTION OPI"IONS Integrated Wi-Fi 802,11b/g/n Etherne,, Optional, 802,3, CatSE (or Cat 6) UT P Ethernet cable (not included) Cellular Optional, CELLMODEM-01 (3G) or CELLMODEM-03 (4G) or CELLMODEM-MI (4G based LTE-M) (not included) COMPLIANCE Compliance, Corric,ilcE UL 1741 CAN/CSA C22,2 No, 1071 47 CFR, Part 151, Class B, ICES 003 production metering: ANSI C12.20 accuracy class 0,5 (PV production) Compliance, IQ Envoy JL 60601-'/CANCSA 22.2 No, 61010-1 * ConsurnDfion mar to,,v,u for Enphase Storage, Systerns To learn more, about Fn�, offerings, visit enphase.cipm 0 2018 Enphase Energy, All rights reserved. All trademarks or brands in this document are registered by !heir respective owner i= ENPHASE, 2018-09-13 %-,Of RT-MINI is suitable for mounting any rail system with . conventional ii ICC -� ICC ESR 3575 Call Now • . more ' a i + 6 Easy tapping 1/4" Hex Bolt screw guide upperchannel ■ Flat li to M8 or s, PV �. able Hex:•lt ♦ � • � t e�rrzm�,��: Engineered to ASTM D 1761 (Standard Test Methods for Mechanical Fasteners in Wood) IT,ilrll base : 20 ea. Screw: 40 ea. Optional item 5 x 60mm Mounting screw (RT2-04-SD5-60): 100 ea./Bag 5/16 bolt wff. sher & nut -,M-ff1RT-04-BN30SL-USl: 100 eajB-��67 Butyl (RT2-04-BUTYLT): 10 ea./Box RT-Butyl is Roof Tech's flexible flashing used in 700,000 residential PV systems for the last 24 years. It is the first PV mounting system with Flexible Flashing certified by the ICC. Metal Flashing Retrofit Flexible Flashing 100% Waterproof Dimensions in (mm) 0 0 31/2 (90) 2 (50) 0 0 I 0 1 0 6 * 'I FLORIDA BUILDING CODE r,,..OMPLIANCE � \� \� \ \ ` \�}� \� :� \ \ \ 7 MIT o 711 arise in fie s1#71- rRIVI-771-7 tit retifiremenTs-TVFTF insi ngsoiTFTff?TMTr—r6 and Broward counties and throughout the rest of the Florida. Outlined below are the four requirements to comply with the 2020 Florida Building Code. The first three requirements are necessary for solar racking systems, while the fourth is specific to solar roof attachments. The fifth item, Florida -specific testing, is optional for installation. 1 - UL CERTIFICATIONS Racking UL 2703 (Supplied by EcoFasten) 1 3, website! -ee rno�.Jule rnontq'oaurer n' 0 or o ie c? (s C moduIe meets or exceed the site 31 C/00 HS� I to mw thot the 3 - RACKING STRUCTURAL CAPACITY Florida PE stamped system capacity and span tables that meet site conditions and roof zones for the project (Supplied by EcoFasten) 4 - ROOF ATTACHMENTS � Structural Capacity certification letters that meets or exceeds site conditions (Supplied by EcoFasten) � Waterproof ing/Flashing per NRCA & FRSA/TR1 (Florida) guidelines (Supplied by EcoFasten, when applicable) 5 - OPTIONAL FLORIDA SPECIFIC TESTING OR CERTIFICATIONS � Florida Product Approval � Miami Dade NOA � Water Seal Testing: TAS100(A) (required for HVHZ Florida Product Approval or Miami Dade NOA) 4 1=�� EcoFasten offers two roof attachments that meet the specifications for installation in the State of Florida, which are GF-11 and QB-1 as shown below. GFAC' GF-11 is a versatile solution for use on composition shingle roofs. The 8" x 12" flashing installs with a single fastener and when combined with an EcoFasten compression bracket, a watertight seal is created, maintaining the integrity of the roof. r1m, M -01 In M- CfickRtL-Foot;j �acit �Reor�tO7.29�.2021, GF-1 Installob(I.n Manual Florida 08,11.2021 v2.0 M slope rooftops. This is a rail -based solution is ideal for new residential construction projects. The base can be installed prior to the roofing material, allowing for the roof to be shingled or tiled around the posts. * 3017010 - QB-1 BASE AL 0 3017011 - QB-1 POST AL MILL 45' * 3017012 - QB-1 POST AL IVILL 6.5" * 3017013 - QB-1 FLASHING AL IVILL 12X12" * 3017014 - QB-1 FLASHING AL IVILL 18X18" 0 3017015 - Q4-1 EPDIVI COLLAR BLK QB-1 State (?LFI)Lic�q �Certi �icqtion �Letter �O7,29�,2021 QB-1 Installat',on Manual 04,09,2021 v1.0 ""��"EcoFasten For Instatters, By Instatters, EcoFasten I Page 4 CLICKFIT(" ClickFitO is one of the fastest installing rail -based systems in the industry. With its click -in rail assembly, the rails can be connected to any of EcoFasten's composition shingle, tile, and metal roof mounts in seconds without the need for fasteners or tools. The ClickFit system is made of robust, anti -corrosive materials, such as aluminum and cold formed coated steel, to ensure the strength, corrosion resistance, and longevity. M. BOMBS== ClickFit UL2703Anproved installation Manual Version 0706,2021 v2.5 ClickFit UL 270,3 � ClickFit Most Letter Lerti Lication 04.15.2021 M 0 a ClickFit UL 441 Rain Report 03,1 Z 2021 E c o F a s t e n For Installers. By instaLters GF® CUT SHEETS - C I FLASHING GLV BLK 8X IT A- T. GF- I FLASHING GLV MLL WATERPROOFING PER NRCA GUIDELINES Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 EcoFasten For Instalters, By Instatters STRUCTURAL CERTIFICATION Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 QB-1 CUT SHEETS PAR` NUMBER QY11111ORAC-) STRUCTURAL CERTIFICATION Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 rilfi Ec o Fa ste n For Instatters, By Instatters. ��E QB-1 CUT SHEETS WATERPROOFING PER NRCA GUIDEUNES Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 CLICKFIT CUT SHEETS STRUCTURAL CERTIFICATION Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 UL 2703 Conforms to UL 2703 Mechanical & Bonding requirements. See EcoFasten ClickFit Installation Manual for full ratings. E c o F a s t le n For Instalters, By Instalters, Listed below is the documentation you will need to provide to your AHJ for permitting approval. Click on the link to download file. AMKi . M..� ClickFit UL 27,e',"1,,_ .5 .......... ClickFit UL 2701,'-'Z ------------ �UWVLWUITTI W-4 ",111114M,9101 ClickFit L-Foot-,(,12P ClickFit Mostre-,letter Certification 04.15.2021 GF-1 lnstollaion Monual Florida 08.11.2021 v2.0 k Q3-1 State of FLondo CertiLication Letter 07.29.2021 ClickFit UL 441 Rain Ri e cart 03.172021 � GF-1 Installotion Monual Florido 08.11.2021 v2.0 � QB-1 Ins tallo tio n Manual 04.09.2021 v1. 0 2012021 - CF S-,-,-[) RAIL MLL AL 14FT Cut Sheet 2012022 - CF UNIV L-FOOTMLL 3" Cut Sheet 2012025 - CF STD RAIL AL MLL 171.5" Cut Sheet 3012010 - GF-1 FLASHING GLV BLS` 8x12" Cut Sheet 3012011 - 'F-1 FLASHING GLV MLL 8X12" Cut Sheet k 3Q17010-nr3--1BASF ALCut Sheet 3017011 - QB-1 POSTAL MLL 4.5" Cut Sheet 3017012-( JB-JPOST L MLL 6.5" Cut Sheet , 3017013 Z_qB-1 FLASHING AL MLL 12X12" Cut Sheet 3017014 Z_QP,,- 1 FLASHING AL MLL 18XI8- Cut Sheet 3017015 - OP-',' EPDM COLLAR BLK 1.25" Cut Sheet EcoFasten I Page 22 • mot EcoFusten For Installers, By Installers, P PER MODULE INSTALLATION MANUAL c Ing M41001mm, ]so I.Z)/ 1.57 [40.0] [3&0] [40.0] 2.76 4 [70.11 c- 4D FRONT VIEW RAIL DETAIL C DETAIL D FRONT VIEW SIDE VIEW SCALE 1 :6 SCALE 1 :6 L-FOOT L-FOOT '614u, Illm Subject: Engineering Certification for the State of Florida PZSE, Inc. — Structural Engineers has provided engineering and span tables for the EcoFasten - ClickFit System, as presented in PZSE Report # 2019-11325HG.05.01, "Engineering Certification for the EcoFasten - ClickFit System for Gable and Hip Roofs". All information, data, and analysis therein are based on, and comply with, the following building codes and typical Building Codes: 1. 202OFlorida Building Code by Florida Building Commission 2. A5[E/SB 7-16, Minimum Design Loads for Buildings and Other Structures, by American Society ofCivil Engineers 3. ZD18International Building Code, byInternational Code Council, Inc. 4. 2O1&International Residential Code, hyInternational Code Council, Inc. 5. A[428,Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV)Panels, November l,2012by|C[-ES 6. Aluminum Design Manual 20I5, byThe Aluminum Association, Inc. 7. ANSI/AWC NDS-2018, National Design Specification for Wood Construction, by the American Wood Council Design Criteria: Risk Category i| Seismic Design Category =A-E Exposure Category =B,C& D DIGITALLY SIGNED Basic Wind Speed (u|dmate)per ASCE7-16=9Omph to 180 mphN�%%11111111111 Ground Snow Load =OtoSO<psU EN 0. 0.73,522 This letter certifies that the loading criteria and design basis for the EcoFasten-C|ickFitSystemSpanTab|esare |ncompliance with the above codes. EXn0212,*1;zmz3�� ifyou have any questions onthe a THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PAUL Prepared by: '`~~''^^'' ^°'-~~~~^~^' USING ^~'^` ''~^`~'`^~^'~'`~~~~` PZSE,Inc. — Structural Engineers PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED Roseville, CA AND SEALED AND THE 8HA-1AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES, 7470Stone Point Drive, Suitel91 Roseville, CA 95661 T 916.981.3960 F 916.961-3965 VY vwww.pzse.com Exp�h�nce � |nte�h1y � Ernp�werment • Solar LLC Phoenix, AZ 85009 TEL: (877) 859-3947 Re: Report # 2019-11325HGS.01 Engineering Certification for the EcoFasten Solar LLC ClickFit - Rail System Gable and Hip Roof. PZSE, Inc. - Structural Engineers have reviewed EcoFasten Solar LLC ClickFit System. All information, data, and analysis contained within the EcoFasten Solar LLC ClickFit System Rail span tables are based on and comply with the following codes: 1. Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-16 2. 2018 International Building Code, by the International Code Council, Inc. 3. 2018 International Residential Code, by the International Code Council, Inc. 4. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV) Panels, November 1, 2012, by ICC-ES 5. Aluminum Design Manual 2015, by The Aluminum Association, Inc. Design Criteria: Ground Snow Load ® 0 - 60 (psf) Basic Wind Speed 90 - 180 (mph) Roof Mean Height e 0 - 30 (ft) Enclosed and Partially Enclosed Gable and Hip Roof Pitch = 0 60* (degrees) Exposure Category = B, C & D 111 1jll1!!l1lj1l1!1l 111 1 � i 11!11 1 1 i 11:11 l�� I I ORION![ i Rail: The evaluation of the ClickFit System Rail p/n 2012021 (450124, REV X03), mac with an aluminum alloy, series, with a minimum yield strength•f 351 1 6000 • o Cantilever: Maximum cantilever length is L/3, where "L" is the span noted in the Span Tables, provided at least I module length between maximum cantilevers. 1478 Stone Point Ddve, Suite 190, Roseville, CA 95661 T 9l&961.3960 916.961.3965 w www.pzse.com n- rr nuWe' rerd Clearance: 2" to 10" clear from the top of the roof to the top of the PV panel. Tolerance(s): 1.0" tolerance for any specified dimension in this report is allowed for installation. PV Module Size: 60-Cell PV Panel max dimension is 68.5". 72-Cell PV Panel max dimension is 80.4". Installation Orientation: Landscape (L) - PV Panel long dimension is parallel to the ridge/eave line of the roof, and the PV panel is mounted on the short side. Portrait (P) - PV Panel short dimension is parallel to the ridge/eave line of the roof, and the PV panel is mounted on the long side. 0.6h 0.2h INTERIOR ZONE Cl'�') INT,010AZONE 01 EDGE OF ROOF 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.961.3960 916.961.3965 www.pzse.com am Hm� Roof Zones — Enclosed and Partially Enclosed Gable and Hip Roofs, 7* < 0 S 60 *: The Edge Zone, "a," shall be determined using figure 30.3-213 to figure 30.3-2D of ASCE 7-16, for Gable roofs. The Edge Zone, "a," shall be determined using figure 30.3-2E to figure 30.3-21 of ASCE 7-16, for Hip roofs. Interior Zone 1 span shall be the minimum of I and 1' (See ClickFit System Rail Span Chart). Corner Zone 3 spans shall be the shortest of 3e and 3r (See ClickFit System Rail Span Chart). See Figure 2. CORNER ZONE SEE DETAIL FOSaF MOUNT LOCATION z W RIDGE CORNER ZONE (Sr) SEE DETAIL F04 O MOUNT LOCATION GABLE EDGE ZONE HATCHED AREA INDICATES "a" DISTANCE a -- 0 1 x (LHO) OR MINIMUM OF T-0' Panel with Support Mounts in Multiple Roof Zones: all the mounts supporting the module, M III III ;J11111111 11 M* Irallamil A41910 N 1*K!j*MjL* Notes: 1) Tables are determined for Rail and L-foot only and does not include roof capacity check. 2) Risk Category 11 per ASCE 7-16. 3) Topographic factor, kzt is 1.0. 4) Average parapet height is 0.0 ft. 5) Wind speeds are LRFD values. 6) Attachment spacing(s) apply to a seismic design category E or less. Panel Array Edge: Panels exposed at array edge shall use figure 29.4-7 of ASCE 7-16 to determine "di" and "d2" to apply 'Array Edge" spans that apply to an array layout. See figure 3. 1478 Stone Point DTive, Suite 190, Roseville, CA 95661 916,961.3960 916.961.3965 www,pzse.com EM Design Responsibility: These tables are intended to be used under the responsible charge of a registered design professional where thorito hivin bf 141 WWW n Lif Ei design professional with sufficient structural engineering knowledge and experience to be able to: Evaluate whether these tables apply to the project, and This letter certifies that the EcoFasten Solar LLC ClickFit Railed System, when installed according to the limitations of this letter and the attached span tables, complies with the above codes and loading criteria. This certification excludes evaluation of the building structure to support the loads imposed on the building by the array; including, but not limited to strength and deflection of structural framing members, fastening and/or strength of roofing materials, and/or the effects of snow accumulation on the roof. Structures will require additional knowledge of the building and are outside the scope of the certification of this racking system. Prepared by: PZSE, Inc. —Structural Engineers Roseville ff M-711M 1478 Stone Point Ddve, Suite 190, Roseville, CA 95661 916.961.3960 916.961.3965 www.pzse.com Table of Contents Item.................................................................................................................................................... Page # Span Tables for Flush -Mount CickFit System on 0-30 Foot Roof, 60-Cell Modules - Portrait ................................... 6 Span Tables for Flush -Mount CickFit System on 0-30 Foot Roof with 72-Cell Modules - Portrait ......................... 14 Span Tables for Flush -Mount CickFit System on 0-30 Foot Roof with 60-Cell & 72-Cell Modules - Landscape ...... 22 1478 Stone Point Drive, Wite 190, Roseville, CA 95661 Maximum Rail Spans tinches) I ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof - L-Foot -- 60-Cell _d T _1 -M& 90 dlPh 95 ph 'Ph- 105 ph 110 ,,ph 15 n,ph I -120mph dE V 1 2� 2, 2d 3e 3� V i 2e 21 2d 31 31 11 1 2, 2, 2� 3� 3, V 1 2� 2, 2d 3d 3, V I 2� 2, 2� 3� 3, V 1 21 21 Z� 3, 1 V I 2� 2, 2,, 3� 3, f�/'_So�, se so: 92 82 BE 26, w Z" BE BE BE "I I �,, I I,, 2Z 73 A` 73 86 �BS "so v w I To, w 86 1 I� 0"'75 75 �75 66 U,,,m5l, "A" �.Vf4e So n 74, 7o, 70 7G BE ES 76 I� 71 i�l '53 as 6a Be 47, 15V 11 BE 74 66; s6 12 '14 64 , 54,, 'V AMY 1A AV 83 78 87 87 87 �z 'M��w 1-15� 07' 87 77 77 77 �,",,74 74 70 84 SC, _72' '�n, el 91 �78 70 � , ?B", 7Z 158 A 68 T.23, All I3�' Tj I2� Ii 67 Be 86,� 80 44 'Nte' �45� 7 77 67 _�7 67 67'�g ,:,ICj, 64' 154 �60 72 ",72 & Be 58 70 -,70 60 5sf -8 58,1 $7� B7 87' 03� 7 V 82 02 �Bv 117 A� so, A P,2, 77 77 7� 87 74� �i �87�,/�- 87 72/ 71 72 K�� *�,Edgd Si" i7� 177 'TV, '17, 75 B7 87 K �,C 725 W 71 il 715BB '"`ieA �0', �,Oq Be 157 Be 66 SS 77 77, 71 15]" U 62 2 �,A'ISC ""BF Ba - Be as �85/ Be 'is es So ; 4E, Be 7f,, 11 el P _2 8, , ; 86 �$V BE .8 83 83 83 40;��80 so 77, 77 7 q 74 so 74 74 '14,, 1 1 111 72 ��71 11 All� Bd.,W, 90 �9O� -so 90 So 90 9' �90' 00 50 90 '90 -10 01, :11 10 BO so so ',�qo Bo so so o so Ile- so" SG �w Be Be 88 w 50, Ee, - go . 90 Ao BE so '86 L X� 03 4�r �-�83 93 a 85 'as B 7,x, 7x 01 �81 76 76 76 ot, 7 k" - A,,� Edg� 85 85 Be 78 91 81 70 70 8� 7� 70 62 72 62 BE H .6 79 75 68 7S 78 69 68 69 _12�Lqo 86 M 3 Z79 75 6 71 N n 67 67 73 73 73 65 17 11 11 70 63 63 63 5� 65 54 86 79 70 70 86 68 61 61 70 62 62 61 52 52 M 76 83 BE 68 59 68 Be 61 61 86 59 59 0 0 W 7A 66 64 56 66 56 Ed 56 58 58 47 47 7 t, 20 A-V 17`7 A-, El, 86 96 74 74 BE 74 74 . 74 74 . 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Maximum Rail Spans (inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof -- L-Foot - 60-Cell Glld ET IT ISO �Pfi -1 180 Pi, S -d C,g I P-1 A,& S 2, 2, 2n 3e S, V 1 2� 2, 2� 3� 3, V 1 2� 2, 2� 3� 3, V ___T_ 2e Zr , 3, 3, 1 1 2, 2, 2, 3, 3, V 1 2, 2, 2, 3, 3r A- "lio, yl� 86 79 70 7�,-�' �4 r7 67 67 59 -7$ 63'� �63 S5 55 85 ss''41 fl 61 51 2 1 1 0 �jg' f. 86 6S 6� 61 52 -r �'�S4 57 57 57 a ,A 53 73 59 49 Q, 42 �41 Is 47 Sf 44 ',A4 44 B7 74 74 ?4 ��'60 70 57 SZ B4 SS- 53� 53 4A, 151 61 61" 50 gp U 7 ,47 64 6. 41, 42, 53 53, 4 W 4S' 43 35, '56, 50 '50 5� 40 747 7: 38 Bg '1152 A3C A' 82 71 82 71 S2 71 59;'��Ss� 66� 71 56 67, 79 157' '7s 67 65 54 65 65 "10, 54 54 74-1�'74 St �4 �O Sz�� 62 Bi S1 62 51 60 49 70 41 7�,' ,a, U/ 1 47 58,, SS 47, �7,�' �7 45� sS 67 59 �17/: BS 55 3� 'B5 , 6S" 5z' V , AZ SB 5$ '52 42 ,�42 *w�pt�W 76 76 76 14, 72, 72 72 `7 7 '0 64 63� 58 63�' 63 15 63� -61 fir �15'1 'AV�dp 66 66 66 64, BB Sa J�s 60 54 150, ��56 5 47' 52 't': A, ".9, �7 42 kwiwi., 13 11- 112ja $3 Sa, 93 79 78 72, 78 "'W 39�1"'-' A-75 1. 7� 11 77 1 7� '�71 74 14 6�, j?l 71 IB6 66 '66 66��' A-YEdg� 71 77 J i , 72 73 73 158 62, 68 69 7j�` 70 "',SS B7 67'�" "Z, 7 62 62 zz 65 65 612 's6 S, 511" $6 '56 A- 11 19 12 11 12 11 11 11 11 1: 1: SO 71 63 55 55 55 46 46 75 W 51 51 51 43 43 72 56 48 4 48 41 Al 6 53 45 45 45 U U 0.7 A dL 6 SO 51 51 51 43 43 72 56 IS 4 68 52 . 44 44 37 37 65 49 41 42 41 34 34 62 46 39 39 39 30 SO 43 37 37 37 27 27 A-V f, 1 65 65 65 55 55 55 50 62 62 62 51 51 51 47 59 59 59 48 48 48 43 55 55 55 45 45 45 41 52 52 52 42 42 42 38 49 4S 49 39 39 39 36 A-y EdgI, 55 55 55 45 45 45 41 51 51 5 � 41 41 41 39 48 48 IS 39 39 39 35 45 45 45 36 36 36 K 12 12 42 32 32 32 27 39 39 39 29 29 29 24 A,., �' 71 7�1 11 W SO 6D 58 69 69 69 56 56 56 54 655 6 65 52 52 52 SO 63 623 49 49 49 47 W SO W 46 46 46 . 57 57 17 43 4� 43 42 0 w C K.27 �- Ed� SB B S' 49 49 49 47 59 59 SS IS IS 46 44 S 55 55 42 42 42 41 52 :3 2 5 AD 10 38 49 49 49 37 37 37 36 46 IS 46 35 35 35 S2 _� 1-6.1 68 68 68 68 65 60 65 SI 61 64 R 62 56 62 61 61 61 61 59 52 5 58 58 58 58 55 49 55 54 54 54 5, 51 46 51 51 51 51 51 48 43 49 27 t, 45 -y Edg, SS S8 58 58 55 49 55 54 54 51 5� 51 45 51 50 50 50 50 4 42 7 47 47 47 47 17 4� 10 . . . 14 . 42 37 42 42 42 42 �2 39 34 39 All, 79 79 73 _�5 73 73 73 73 75 75 70 70 70 70 70 72 72 66 66 66 66 66 69 69 64 . 64 64 66 66 6� 61 6� 61 61 . . 58 58 S. 58 58 45 . 1.y Edg. 69 SI SA 64 64 66 66 61 61 61 61 61 63 63 57 57 57 57 57 60 0 53 53 53 53 53 57 57 50 50 SO 50 SO S� 53 47 47 47 47 47 i,,' a3 65 58 so 47 - 40 40 0 52 AIM E119I, 71 55 47 4j�', 67 $1 44 44 44" 37 '41B I All, 41" 33 33 62 62 S2 46 BS �e, B�, �58, 47 , 47, 47 �s4 44 '44 44 40 SO 4�',e 41 37, 47 47 3V 51 51 51 37 17 AT 47 n 38 32 44�5 S" 45 29� 41 In�' 311, 11 27� 68 BE sa $2 0 49 46 BS 45 43 55 59 59 59 1$?, I -',IS 1111,711i 11 43 1�51' � 39 S91 39 V � 47 47, 36 36 36 34 44 44 ""' ""': 2 29 29, �9 64 64 64 6,1", 61 f�l 1. 'B�T ',,57 s,7 57� s4 48 54� �'�53 : - 45 �5, BO' $0' 47 47, A7 47, Aa Ac�' A-f'k. 53 S3 SL S4 S, S�a 49�', 49 4� 45 47 'P 46 U 39 44 '43 43 SS IS ',40 40 40 IS, �58 ',SS 38" Ss z gv 75 7 -1 9 69 71- 66 66 6, 69, �53, 11 Is 5B '�% I 53 ;'53 53 53 65 6's �O SO' 60 S, S 16 56 5Z 52, '61 52 52 55 55- '45 49' AS 45' 52 52 46 49' 49" 43 ',43 A,.V 1-- 3 n 70 70 70 63 8 74 67 67 67 S9 59 93 71 63 63 63 55 55 83 69 61 61 61 51 51 82 65 57 57 57 48 48 72 62 SA S4 54 45 45 A,.y Edg� 83 69 61 61 61 52 52 81 64 57 57 57 48 48 61 53 53 53 44 44 73 58 49 49 49 42 42 70 54 46 46 IS 39 39 67 51 44 44 37 37 A 74 74 74 64 64 S4 60 70 70 70 61 61 61 56 67 67 67 57 S7 57 52 64 64 64 53 53 5� 48 61 61 61 50 SO ic_45 58T 8 58 47 47 7,.20 �� EdS M 64 6� 53 53 53 49 61 61 61 49 49 49 45 57 57 57 46 46 46 4 2 53 53 53 43 43 4 3 39 SO 40 40 40 37 47 47 47 38 38 38 A-1 " " " 11 11 1: 1�1 7,1 7' " " " 'I 74 74 11 S2 ST 6_160 _-TO M 1. IS 58 58 56 _50 67 67 67 55 5S 55 53 65 65 65 52 52 S' 'a B 20 t, 2 7 1'.y Edv 7� 7� 1 � , 56 , S S7 V 54 54 14 :�l S4 M 51 51 51 49 61 61 61 47 47 47 45 58 58 58 44 43 55 55 55 42 42 42 40 A y im-, 76 76 76 __L9 _�59 76 73 1 11 71 71 71 11 10 64 70 69 69 69 69 && 61 % 66 66 66 66 63 SS 63 63 63 63 63 61 55 61 61 61 61 61 58 51 58 271.45 A-Y Edg, 66 66 " S6 64 ': 64 SB 63 63 63 60 541 W 60 60 W 60 7 50 57 56 56 56 56 53 47 53 52 52 52 52 50 44 SO 49 49 49 49 47 42 47 A-V tte a 87 83 83 83 83 83 83 83 73 78 78 78 78 80 SO 75 75 75 75 75 77 77 71 71 71 7� 71 74 74 69 69 69 69 69 71 71 - 66 's 1 11 45 SO A,ay Edp 77 77 72 72 72 72 72 73 73 68 68 68 68 68 70 70 65 65 65 65 6S 67 67 62 62 62 62 62 65 65 59 59 59 59 59 62 62 11 56 56 Wi�lid�. 76 150 51 AS 0 72 56 4B 48 .8, 4D 69 n 2 65 fil 11 s" 5 "BB so 6Z S2 �62 S1 51 4S, 40 48 43 '55 45 45, 52 52 42, 49, 3 39 55 55 '55 4��/',"`Z 41 5f t�L' $1 41 41, 421 4B' -A& ',`,'/`,4S 39� �,'34 39 35 4S 4T� '$6 36 36 ',' '41 39 42 42 42' 3i i'27 39 4B� "�jq 29 29 72 72, W", �'60' So 69� f9 ",,49 56 56 65 p B7, - 5z B2 so ;63 47 6D 60 6� 44 '57� !7�' 43 43 A3 'w, ; 47, $1 ss� "59 46 4f 55 At "-" 42 42 41 � 52 'W 40 0 34 45 49 49' 37 `46, �46 '15 S5 All, J.'q1.1 S. Sa "SS 6V 'I, 1�1; 1 59 52 59 BE BP_ 55 49 55 54 54 54 '51 �si "51 51 48 43 �APII I B. 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S. 41 42 41 11 11 11 11 11141 -" - S4 sI SI . 61 11 61 61 61 61 6� 58 51 58 57 57 57 57 54 48 51 53 53 53 S3 SO 45 50 50 50 50 50 47 42 47 47 47 47 47 14 40 44 A,.y E�p 53 53 5� 53 50 45 50 49 49 49 IS 47 42 47 46 46 46 46 " 39 . 43 A3 43 43 41 36 - - 41 10 __T - - - _56- 4D 38 -5-6 _B656 3B U -5-6 38 __60 38 38 39 36 29 -53 36 A". h.d. v 75 15 69 69 69 1 1 66 6 66 6 66 68- 68 63 63 63 63 63 65 65 SO 60 W__ 66 W_ 60 63 T 3 60-53 53 53 5-3 45 t, SO -y Edg, 65 65 SO 60 W 60 SO 62 62 56 56 56 56 56 59 59 52 57 52 52 55 IS 49 49 49 49 52 52 46 46 IS IS �6 49 49 43 43 43 43 43 BB� 6B V 67 67 59, 63 ),53 55 55 �?7 1' 51 5� '77 65 5? 67i BIT '4�5 1� 5z 52 64 5 7 57 57, IS 1:Si3 53 44 73 58�,'49 49" 42 42 70 54 46 46 44 44 7 54 W 70, 70 62 57 57 52� 64 14 1 1 61e 61 6�e w SSI SR 58, 47 47 A7 �fdg. 41 Sf ti, ;61 49 49 49 e 51�_ 'ST 46 42 53 $8,' IS 43 1 19 �50 50 50 40 47 39 SS is Anti 82 82 S2 W�� BS 66 78 '78 65 65" 65 4 4 cl 62 62 W 70 I',' 'A' :67 67, 61 55 �'�ss B5 565 52 52 52 Sa, A." Edg. 71 71 71 ":11 5% �59 56 67' 67 67 54 54" 54 1,, k 51 51 49 'BI N17-TIV, 58 SS' Be '43 Bs B� 45 42 42 �'42 A 76 76 76 '�3 so 73, 72, 12 `2 s5 61 66, "66 CA 58", B3, 63 IS 15B� 63 6, 5 "S 66 66 �64 ��jS 64 13 W '&s, 57 fD 57, 56 '111 SB "56, Si 47 53, 52 52 52 52 49 49 87 V 93 83,�_B3, -§3 V_ $3 79 79 78 78 75 75 75 75 77 �T-' 1�', 71 7S," 71 71 U 74 fi� '59 69 71 �66 'm "45 ��Edg� 77 7 72 72:,:�77,- 72 72 73, 6S SS le SS 65 65 65 , 67 t"' . � "; S' B2 62 65 65 59 59 62 62 -56 56 A-, J., 77 69 62 6 62 54 54 77 66 59 59 59 SO 77 63 55 55 55 IS 46 75 SO 51 51 51 43 43 72 56 48 48 48 41 41 69 53 IS 45 45 38 38 0.7 51 43 43 72 56 IS IS 48 68 52 44 44 " 37 37 65 49 41 41 41 M 31 62 46 39 39 39 SO 30 43 37 P 37 27 27 Al"y S, 65 91 'i B, 11 1. 62 62 62 51 51 51 47 59 59 59 IS IS 48 43 55 55 55 45 45 IS 41 52 52 52 42 42 42 39 49 IS 49 39 39 39 36 7 t, 20 A,ay Edg, 55 55 55 45 45 45 41 51 51 51 41 41 Il 38 48 48 48 B9 39 39 35 45 4S 45 36 36 36 30 42 42 42 32 32 32 27 39 39 39 29 29 29 24 20.27 A-y 12 7' 7�2 SO AD SO - 64 6s, 69 " 56 56 S4 65 6' " " " " `� ' 63 63 49 49 I� 47 0 W SO IS 46 IS . 57 57 57 43 43 43 42 W P'f C B3 S3 6 49 49 49 47 59 59 59 IS �6 IS . 11 51 51 Il Q .1 41 52 52 52 40 40 38 49 49 49 37 37 37 U 46 IS 46 a5 35 35 32 A 68 68 68 68 6 0 65 64 64 64 64 62 56 62 61 61 61 61 59 52 59 58 58 58 5S 55 49 55 54 54_ 54_ 74 51 46-51 5 ' ' " " 4' IS 27 t. 45 Zy E�p 58 58 �S 58 55 49 55 54 54 54 54 51 45 51 SO 50 50 50 47 42 47 47 47 47 47 40 44 14 U 41 42 37 42 41 12 4� Q 19 :3� 3� A,.y 1 79 79 73 73 73 73 73 75 11 70 70 70 70 70 72 72 66 66 66 66 69 69 . 64 64 64 66 66 61 6i 61 11 1 64 - 58 578 59 58 58 45 W W 11S.' 61 11 64 64 64 14 , '6 66 S1 61 61 61 61 63 63 57 , 7 :6 , " 57 SO SO 53 53 '3 '3 53 57 57 50 50 S. so :0 53 Sa 47 4 47 47 47 Zly "i� 77 65 a 49' 0 77 62 54 54 54 45 0 74, 59 BO 50 �Y 42 42 41 1 11 1 1 . 11 . �4 42 4 34 34 'A#�Ytdge 71 55 47 `47 47 40 AD 47 51 44 44 44 37 B7 4' 48' ', 41 41 41 33 33 29 29 58 42 4 36 25 2s 55 2j__L32 32 32 23 2,, 62 62 6 2 sli -"'51 s't 46 _�$ SS, 58 47 47 47 43' 54�' 54 �,;54 44 44 44 so 50e' 'Al 4� 411 37 47 47, 47 39, SS 34 45 45 45 36 36 36 3 'Vf��dw 1 51 ��5 I 41 "4i' 37 47 �7 U 38 U : 34 44 44 iS 35 n 1, 1 4i "41� 31, 3 25 38 39 27 27�� 22 36 36 B6 24 24 24 68 68 56� 'S6 5 65 05 65 52 52 52 �, W 15� 45 45 43 55 55 55 41 40 S1 U 11 40 40 40 3�, '68 5 45 45 ! 54 54 54 42 42 42 AO 51 �W U 36 34 44 14 42 Q 42 29 29 _19 27, S,w A�I4V%� 64 53 53 '4 53 B4 �ql 55 53 sO �4B� A� 61 50 49 &1 49 61 49 6' 49 58 47 51 58 42 47 SF,, 57 57 46 "' 46 ' 6 57 46 54 48 44 39 5444 3 S 54,_ _�4 50 45 41 36� so 41 SO Q 50 40 -10 40 w 40, 38 Q,�, �7 33 ' M 47 38 47 3. 4 M 47 38 40 36 29 'W 35 A-y k, 75 75 69 69,, 64 0 ' 69 71 71 66 66 66 66 W 158� '68 _fi3 63 6B 63 63 1 65 ss>,, W 60 60 :3 63 56 56 56 56'�, 56 ��46 W SO 53 53 53 53 53�, Ali�Edg� 65 65 SO W,' SO 60 W 62 b2 56 56 56 56 M 59 ' 59 52 52 52 52 52 S5 55: '491 9 49 49 4�1 2 52 46 46 ',46 416 49 4B 43 43 L3 43 4C, RROW Maximum Rail Spans (Inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof - L-Foot -- 60-Celt G-r..-nd 90 d,,h 95 mph TOO -.Ph 105 mph S10 mph 115 mph 120 mph _LM]t Lead Category Pahad! At& Roof Z- 1, 1 2, 2, 2n 3e 3, V 1 2e 2, 2,, 3e 3, V 1 2e 2, 2, 3e 3, V 1 2e 7r 2n 3e 3, V 1 2. 2, 20 3e 3, 11 t 2e 2, 2,, Ea 3, 1 1 2,, 2, 2n so a, 0 to 7 Alle, 1-1- 72 72 72 72 n n 72 72 72 72 72 72 72 72 ;2 72 722 2 ;2 72 I'l 1: 12 2 ;2 ;2 12 1 7,1 7 72 72 12 11 71 70 70 72 72 72 72 7: - 68 ;22 ;2 72 72 72 66 Ed 1�, Ed, 72 72 72 72 72 70 70 72 72 72 72 7 68 2 68 2 72 7 72 , E 7, d 63 72 72 69 69 69 61 61 72 72 66 66 6 59 59 2 (4 . Ed 56 56 71.20 Array hheelilf 78 78 78 78 ;'1 11 ;2' ;1 7: 1: 11 11 11 ;1 78 7 7 77 12 7g 7g 7. 7a le 1� 7d 78 78 ;a 722 722 72 67 708 78 ;8 70 70 70 6: 7 78 78 68 8 68 al - Army Edge 73 7g 7a 71 67 8 a a 69 a, 7 7 7 77 E; 67 67 62 7a 74 74 As 64 6� 60 72 2 72 E 6 62 58 7 70 0 Go 60 60 68 5 6: 68 8 58 6 8 58 53 8 20.27 fnterior 79 79 79 79 79 79 79 ;9 79 ;: 79 79 79 N 79 79 79 79 79 79 79 79 79 79 79 79 77- --- 79 79 79 77 77 77 75 79 79 79 74 74 74 _ 72 79 79 79 72 72 72 70 kler Edge 79 9 79 77 77 77 75 _9 74 M 74 72 79 79 79 71 71 71 69 79 79 79 69 69 69 67 79 79 79 66 66 66 65 77 77 77 64 64 . 63 75 75 75 62 62 62 61 27 to , A,,, Interior as as As :: a as as :8 8 88 88 88 85 as 88 88 88 88 88 82 as 88 a as 88 86 79 86 8686 86 86 83 76 83 83 83 83 93 80 74 W 91 81 81 81 78 72 78 Array Edge 86 86 86 83 76 83 , as 83 83 79 73 79 80 W 80 W 77 71 77 77 77 77 77 74 ga 74 74 74 74 74 72 66 72 72 72 72 72 69 e4 69 70 70 70 70 67 62 67 45 to 60 art, then-, SO So ad 90 90 90 90 90 so K 90 w 90 Ed w 90 90 96 aD w 90 90 90 ad 90 90 . go . . sE, w K st, go so w so w so sty so so so As as As as as Array Edge 90 90 90 N 90 90 90 90 90 . yo . K 90 ED 90 86 86 As 86 86 87 87 93 83 83 93 83 85 85 81 81 81 81 81 83 83 78 78 78 78 78 81 91 76 76 76 76 76 72 72 77 72 7�, 12 72; 72 72 72:; '£3 ;7a 2, 72 6 67 72' 72 7t, 65 15" 72 72 70 2,70 10-�' 2162 72, �72 68 as "61 Go 1166 as 58 'A Fe 72 72 70� 70 �1,6 1521 72 72 6i 68 68 '60 7 ey iz , 65 Es 57 57 72 70 53', 63', $4 54, 72 gg fil 61 tf; 51,� 7i as, as $9 55 45, 56 56' 56 47 47 .11 78 78 78'' 74 -74 44" 7 Is 71 78 "71 71 -7� 64 64 76 76 -14 74 764 1 71 71 it *2 62 4, 60 55 74 74 74, 64,' 64, 71 ai 61 ct al nsa �ge a, 54 as 66 66, as, 56 sl� 64 64 64 53 SX, �z 62 s2 51 51 SA 45" 44 79 79 79' 79 '79 ?a 79 ?a '76 76 7` 7 73 , j�k 73, 71 71s 79 , 9� '68 ts 71 164 152 79 79 79 66 7,5' 79P 65 65 76 �,s, g, I as ,aa s, 56 Sav All sy interior', as " a 's 7a, s5 *5 45 , 85 85 81 75 9 72 75 7s 75 39 76, 70 ,76 7 6 Z6 76 76 �ya, 7 74 74 '"74,:', 74 71 66 n't ",;1 72 �,,,7 z 69 6 0 AlleyEdg,," 76 76 76 76 73 73' 73 73 70 41 ru,", 63 68 68 68 As 68", 66 62 'BA5 66 66 re 6C 641� ,�aa 62 " 1 "ZI I 'p- gv, � �IW - rtk� f2' 62 60 53 60 90 go go go 90 "90" 90 so 90 V 11 's, „,ea 89 Sa za� 89 As S5�,+ ES' 85 ;Za- V a7 83 �85 15 ��'gc' so W -79 ?a 79 71 11 97 S7 gi hg�( 84 i4;� 77, 71 77� 77 79 79 �,,,74 '74�' 74 74 f -7E-`°4 01.7 e,"Y A,,,V Edge 72 72 72 72 72 66 72 66 72 66 66 68 fig ;2 58 as 2 72 71 7Z 72 64 . 72 65 Ed 55 65 72 72 55 72 68 71 61 71 61 71 63 63 61 52 52 72 72 72 U 66 59 11 art :1 11 9 So :1 0 1�1 71 11 Ad 58 58 47 47 72 72 71 64 62 Se :4 64 56 54 45 56 ;2Z 45 69 62 62 60 51 51 62 53 51 43 53 43 71.20 k,,y fir"i" 79 79 79 _�6 69 69 69 65 77 77 77 67 67 67 63 74 74 74 64 64 64 60 72 72 72 62 62 62 58 69 69 69 60 .56 W 60 55 67 67 67 58 58 sa 52 65 65 65 55 55 55 so Array Edge 69 69 69 -8-1 W 0 60 55 67 --- - -81 67 67 57 57 57 52 64 64 64 54 5 54 49 62 62 51 51 ST 47 60 60 W 49 49 49 44 58 5__ 58 as 47 47 47 42 55 55 55 45 45 45 al D 20 to 27 Array 81-81 74 7474 72 71 69 81 81 81 69 69 69 67 W _62 W-86-66-66 Z 7; 77 " 6' - " '2 7' " 11 11 12 11 . 71 71 71 . W 60 ss Array Edge 77 77 77 64 64 Ed 62 74 74 74 62 62 62 60 71 71 71 59 59 59 57 69 69 69 56 56 56 54 6 61 67 54 54 Se 12 E4 64 Go , r 49 63 63 63 49 9 49 7 27.45 Array -1 83 83 83 as W 74 80 W W W 80 77 71 7777 77 77 74 a 74 74 74 74 74 71 66 71 72 72 72 72 69 as 69 69 69 69 69 67 62 67 67 E7 or or E5 60 o ,ray Edge 72 72 72 72 69 M es fi9 69 69 69 66 61 66 66 " Ed 66 64 59 " ad 81 "' ge 62 56 62 62 62 62 62 do 53 W W W W 60 57 51 57 58 58 58 58 55 49 55 4560 . - Alloy ..1 :0 9 Ed 90 90 90 90 9090 86 96 86 86 86 87 87 83 83 83 83 83 85 85 go 80 go 8 W 82 93 78 78 78 TO 78 80 80 75 75 75 75 75 78 79 73 73 73 73 73 Array Edge 2 82 78 78 78 78 78 80 W 75 75 75 75 75 77 77 72 72 72 72 72 75 75 70 70 70 70 70 73 73 68 68 68 68 68 71 71 66 66 66 66 66 69 69 64 64 64 64 64 44,I. - A 0 ;59' 69 69 'A ),69 69 , W W 69 69, 4a, Es, Is 69 62 ,69 ga Army faIrfe, 75 75 75 75 ?a 75 75 75, �75 1�li 71 �Is ?4' 74 �,70 75 75 70 70" 70 65", 68 68 63 S11 75 75 75 72 "y 2 7 , Es �75 75 76 69 69 '169 7 .7 d'� '14 64 to 72 72 7� , 62 701; 60 , 6WO a), as,, 68,,' 58 '58 18 53 Use- , 76 76 �g 76 is 76 76 76 76, ?a, 76 76 76 76 '7s -,�rg 74 74 74, 7;Z 72 ,2 12 7 74 'A-11g, 76 76 76 70 is 76 14 74 76 a 4,51' as 69' 155 '67 76 76 76 6fi 65 %;"Sfi asl -76:" 64 154' 6t 63, 75 62 61 �., F.rz8ylnterb,Y, 86 8686, 86 46 ga,�,,86 86 86", AO sD as' J36 �,go as 86 go, 86 ��86 a a �14 ss� 43`,,�,, ta, 41, n 74, A -7A --72 78 -'A,,.y 86 86 �83 $3 � 83' 83 791 eh""17' 71 77 77 77, 74 69 74 14 7� 14 �71, �72�,j , '1Z 72 69 62 67 As 9, 90 90 so 90 so -90 sD 90 so 5E), "so 90 ad Ed 90 90 so� 90 90 90 , 90 ac', 1� 0 0 lZi so sa . 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"a , as e as as so as 86 86 86 87 87 -93 78 78 7S 78, z 76 76 76 76 01.7 Array froddr, 69 69 69 69 '9 69 69 69 6 : 69 69 69 69 69 9 69 as 69 69 67 67 so 69 69 69 69 65 65 69 69 :9 :9 69 :2 62 69 69 68 68 68 61 61 69 69 66 66 66 58 58 array Edge 1 69 69 69 69 69 62 62 69 6868 6860 0 9 69 65 65 65 57 57 69 69 63 63 63 54 5469 as 1 1 61 2 52 69 66 as 59 59 49 49 064 56 56 56 47 47 . 720 "- .Y,.' 75 75 7e 7e 14 6475 75 71 11 11 11 11 11 71 71 as AS 68 64 11 71 66 . . 8264 7� Is 14 64 64 fib 71 71 71 62 62- 57 - - 69 W W so 55 Array Edge 74 74 74 64 64 as W 71 71 71 61 E1 E1 56 68 68 6859 59 59 54 as 6, 66 56 56 56 St 64 64 64 53 53 53 48 62 61 62 51 51 51 46 60 W 60 49 49 49 4,1 20 Psf C 20.27 Array Irld, 7 7 76 7d 76 76 76 76 76 76 76 76 76 74 76 76 76 73 73 73 7� 76 76 76 70 70 70 68 76 76 76 68 68 68 66 76 76 76 66 66 6fi 64 76 76 76 64 6,t 64 62 1h., Era. 7fi 7o 76 U 68 68 as 76 76 76 65 65 65 64 76 76 76 63 63 63 61 71 73 73 61 61 61 59 71 71 71 59 59 59 as 68 as 68 56 so 56 54 66 as od 53 53 52 51 27 to 45 All., as 86 86 ad " a 11 ': a' El Ed El 71 al El E2 E2 K 79 72 79 79 Is 19 19 76 70 76 76 76 7: 7h 73 :8 73 74 74 74 74 71 66 71 7 72 72 72 69 64 69 Array Edge Is 7o M Is 73 a 73 73 73 73 73 7� 65 70 71 71 71 71 68 63 68 68 68 as 68 66 61 Es 66 6 6 6 6 6 64 8 64 64 64 6 4 62 56 62 62 62 E2 62 go 53 60 45.60 A,-., so 90 90 9090 50 go W 909 90 90 90 90 90 90 89 89 as 99 89 89 --T5 89 85 858585 87 87 83 83 83 83 83 85 95 W 80 80 80 80 8� 82 7. -7. 78 78 78 Array Edge 87 87 81 81 93 as 83 84 8479 79 79 79 79 81 81 77 77 77 77 77 79 79 74 rt 74 74 74 77 71 72 72 72 72 72 75 75 65 69 69 69 69 73 73 67 67 67 67 67 "Arlwowa�', 6s 69 sa, 0 gq 65 69 ��as fS�, ;eg ��,69 69 -ta, '69 63 63 69 as 1, Be a I zi, as as s& E6 �ga� 1E4, 64 64 56 ss� , 53 �.V Edge 69 69 66 -'Ei6 69, ss:, 64 64 64 55 E�, '59, �X AS 61 52 52 69 _8 as 44" $a, so 69 64 56 56 '56 '4 Z 41�- sq s4 54 0 As , 1� , I I 1 43 43 ray hordite 7g .66 76 . so 76 76 76 67 67 �67 sa,,' ,, 74 74 ,64, 64 60 72 72,.�,,,72r 62 go 58 as 69 69, r,W W ,fill 65r 7767,;, �67,;� 57-"58 58 as 52 a,, „.55 sa 55 50 Arin 1119t, 69 w 69 w ',W 3S 0 s7, 17 57 57'� 57 �164 64 54 49 452 62 '62 ,'sf0 Sicl '51 7 60 49 45 as 58� 47 47 47 42,flS 55 45 45 45 41 D 78 78 78 74 ag 78 78" 78 7 71 �71 7Z ,',yrt ItS 69 67 ?a 72 ;go" as, '66 "'fet 77 77 77 64 �,s 62 62 62 72 co 58 `Al� T7 77 �7 64 st A4,,� -,6Z 14 74 74 62 62 62 '71 �s9 �53 57 64 ag �56 56 S4 67 67 67 54 6,V,, 64 51 51 51 49,_ 63 49 49 49 47 as 93 as 83t 00 1�4, sG� $o go w 71 A �77, ��74 69 74 74 7s� 74-1,,74 66 72 72 72 7 2 sg� 69' I 6Z 6 47f, o7 67- 155 65 'Arty trtge� 72 72 72 72 69, 69 aq 69 159 69 66 a '66 59 64 64 ',g4 s2 56 62 a 2 62 62 as 60 57 as al, a as , S5 49 55 I W 91 as 86 �g7 7,, ga, ag �,ga 83 83 as a, 10 5ac to 93 93 18 7 7:8 'go 'go 7's" 6 75 75 7� s;�: 73,: 1769�� 7 73 73 'Array ArrayjEdg�� g2 92 7& 7a -78 �'-78 w 77 , 72 �-72 " 72' 1 '2 72 75 ,,, 1" T 70 73 1 " 7 66 as 06 66 1 3 f' c4- fe 154 64 64 0.7 A,vy 1-1. 69 69 E9 . 69 69 69 69 :99 69 69 :99 69 69 69 69 . as as 69 69 69 69 69 69 69 69 69 As 69 69 69 69 69 fh9 69 . as 1 69 0 69 69 69 66 66 Edge Zo, Ed, E9 69 69 69 69 69 69 6,9 E,: 6,9 69 68 69 69 69 0 69 65 65 69 69 69 69 69 63 63 69 69 69 69 69 61 61 As 69 da 66 59 59 69 69 tA 64 64 56 56 7 to 20 Allay Interior ;,1 ;21 ;1 ;�l ;22 ;21 7 72 71 11 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 70 72 72 72 72 72 72 67 72 72 72 70 70 70 65 72 72 72 68 68 68 63 A,,., Edge 2 61 72 71 72 69 69 69 65 72 72 72 67 67 67 62 72 72 72 64 64 64 60 72 72 72 62 62 62 58 70 70 70 . 60 60 55 68 68 68 58 58 59 53 g 20 to 27 A,,., rh1d,k,r 7,t 74 74 74 74 74 74 74 74 74 74 74 74 74 74 le 71-14 ;4 71 ;4 74-11 14 71 74 74 ;: 74 ;4 74- 74 74 74 74 74 74 74 74 74 72 74 72 ;4 ;4 72 72 70 Edge 7� 74 74 74 -8� 74 -84 74 U 74 74 74 7a 74 74 72 74 74 ,4 7, 6 9 7a 74 as as 69 E7 4 74 66 66 Ed 65 74 74 74 6 4 64 as Ea 74 4 1 62 62 62 61 27 to 45 A,., hredr, 84 84-M U-84 84 84 84 84 -84" -xi -MM 84 U 82 M M as E4 84 84 79 84 84 84 84 84 83 76 81 83 83 93 -_83 80 74 80 81 81 81 81 11 11 7 a 1,a, Edge 84 84 84 U 83 76 93 83 83 83 83 79 73 79 Ed W 80 80 77 71 77 77 77 77 77 74 68 74 74 74 74 74 72 66 72 72 72 72 72 69 64 69 70 70 70 E, E, a7 45 to 60 PsraY Interwr 90 90 Ed 90 w 90 so 90 90 w 90 90 90 90 90 go go go go go go do K go w so so go 90 go go go go go go Ed go w Ed go so _10 ab so N &A as as as 88 1.V Edge 90 90 90 90 w 90 w 90 w 90 . 90 W 90 90 W 86 86 86 86 86 87 87 93 83 83 83 8 85 85 91 51 81 K 81 83 83 78 78 78 79 78 81 81 76 76 76 76 76 "Arra a fig Es '69 69 sq 6 69 fa-l" 'a - 09 fig 'j69, 165 67 67, 69 69 ca '69' 69 65 V; 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Expo,- W.d Speed I ph 95 mph 100 mph 105 mph 110 mph 115 mph 120 mph S d Cate my Panel An �1, 8_f2�_ v 1 2e 2, 2n 3, 3, it I 2e 2r 2n 3e 3r V 1 2e 2, 2n 1e 2, 1' 1 2, 2, 2n 3e 3, 11 1 2e 2, 2n 3e 3, 11 1 2e 2, 2n 3e 3r 11 1 2e 2, 2n 3e 3, Ar"O, jhuw,*, c" ',68 sa .,6s 68 69 158 �Es 'P$ 68 8� 'EV" - fa �769 '68 68' ;"58: j6a '58 48 -�48� 68 68 Se fig 68 ��' ss� a fo -'ss ea 68 68 'uE es 6 1 68 4 ;70 7Q '10 70 70 7 70, 7z 7�, 70 ZD 70 ��70 70- ?Q 70, 70 70 70 711, 0 79-111 �D Yc 65 70 70 70 44_21'p� It 70 70 157 ss It Is 70,111, 1�6J s*1'1_'1 64 ea '55 68 a It "'It"""71 7 71 71 71�; 7A ?1 71 71 71-, 7 711�:, 7 '71 73, 71 71 71 :11 71 71 74 71 '71 71 71 _"I '7 "'7t 71 'HA: 4' It :71 Ij, 7 1 71 71/� 71 I 7 ,71' 71, 71 69 69 71 11" fii� a "64 1,64 64 , 63 71 _ n 71 6 Et 27 �1'93 x3l <�ks 83 )93;� ga 03 s3' 83 84'� 83 W 81 81 81 f at W �81 6, at 83 74 ��3 ei Ea;, 7 74 -M 64 6� 70 70 70 ��76` , Ej 45 .60 1 ;y" w In 907 so ,so Ec so se "so so so 5O SO so W, "jq so, 90 so 90 so '90 90 W 90 90 88 Wz,/'W�' R2 SS, Aq. Lso;l '9d ',,#090 90 90 86, is 86 ar, 86 zi v 83 83 84 st, $1 81 ;7s/ tE I8 81 76 0.7Array (ntenor 69 68 R . . . 68 68 68 68 66 68 68 68 68 68 68 68 67 61 68 U 68 68 68 65 65 . . . 58 ES 62 U 68 68 U 68 68 61 61 68 69 66 66 66 58 59 1,.y Up 68 68 . . 18 11 11 . 18 . . . . . Is . 11 11 El 17 11 68 . 61 11 11 54 14 Es . 11 11 11 11 51 . . 19 11 11 11 11 R 64 16 Is Is 41 11 _ 7 to 20 Array M.d.' 70 70 70 70 70 70 69 70 70 70 70 70 70 66 70 70 70 68 68 68 6� 70 70 70 66 66 65 62 70 70 70 64 64 60 70 70 70 62 62 62 17 6LI 61 611 11 11 I., Edge 70 70 70 . . . . 70 70 61 6 66 66 56 56 51 " 64 . 53 53 53 . 62 62 62 51 51 51 L L 49 49 44 ao C 201.27Array imenor 71 71 71 71 71 71 71 71 71 71 71 71 31 71 71 71 7! 312 N1 5� 71 71 71 71 70 70 70 68 71 1 71 . 68 68 66 71 71 71 66 66 6,6 71 71 11 64 P,f - �my Edge 1 71 71 71 58 68 68 66 71 71 71 65 65 65 64 71 71 71 63 63 63 61 71 71 71 61 61 61 59 71 71 71 59 59 59 L6_ W 69 68 56 56 56 54 66 66 66 53 It 53 :1 27 t, 45 lnterror Array83 83 83 83 83 79 83 83 83 83 83 91 75 81 82 82 82 82 79 72 79 79 79 79 79 76 70 76 76 76 76 76 73 68 73 74 74 74 74 71 M 71 72 72 72 72 69 64 69 AmEdge 76 76 76 76 73 68y 73 73 73 73 73 70 65 70 71 71 71 72 68 68 68 6863 68 66 61 66 66 66 66 66 58 64 M 64 64 64 62 56 62 62 62 62 62 w 53 60 45.60 .y tn1 SO 90 90 90 90 90 90 90 90 90 90 90 w . % 90 99 g9 8989 898 89 8585 8 95 V 97 83 83 93 83 a3 85 85 W 80 so 80 80as a 92 11 78 71 71 71 ArrArray,Edge 87 87 83 83 83 83 83 84 79 79 79 79 79 91 81 77 77 77 77 77 7: 79 74 74 74 74 74 77 72 72 72 72 72 75 75 69 69 69 69 69 7� 67 67 67 67 67 4s, 65 "'W;,69 159 fig 58 65 sq 55, 9,' 65 6t sa, 68 69 68 61 '56 56 69 �5 .fit ,terOt.7 Woj to'gW"/ 58 58 5 '55, 49 ss '5v: 6i 5% "W 59 59 "A0,11 66 9 69 71L A7,/,,, 63 72 71 71 6f, n-60 n" 71 62 62 '150 �58 52 65 69 V ED 64 641,54 5" W 1_49, =67 62 62 Et, st w mow 45';U49 4S, 49 55 S5 55 -,41 0 20.27 a <, 73 71�'/73 73 T3 73 73 59-69 64 67 Is 71 61�, 11 e III'- Jla� 62', 62 ',,62 60 72 7; AWt4o' - A 13 W ", - 64 64 62 ii, , , 1 60 h 74 71 ""1,4- � Is '51 49 6$ 63 6t -w; 41: 27 t. 45 0 '74"', 20 "At �9 $Q g �71 77 77 77 77 77 ',,�74': 68 74 74, '�56 74 74 74, 71 '32 I2, 71 ,;,72 69 54 69 6 's s9,�, s 7 "2 67 67 67 67 *7 1,2 6 A64 69 4"sq 5i 6s, �,�k 66 46 .6 �,�,4, 64 64 64 62 1,62 SO 53 i5D $o, 57 58 5$ 454v60 to go go so 87 BE "�83 83, ,x3, ;:Iq 81 go 73 A6i 1- Ay Edge 6, I 66 66 65 1 66 66 66 66 66 66 66 66 66 % 66 66 66 66 66 % 66 66 66 1 66 :6 6 17 66 72 72 , 66 E6 66 66 66 66 65 66 65 , M 66_ 66 66 M 66 66 66 66 66 66 66 63 63 66 66 66 61� 66 66 66 66 61 61 E6 66 66 66 66 66 66 66 59 66 59 66 66 M 66 66 64 64 64 56 66 56 to 20 Array ii., 68 68 68 M 68 Es :, 68 69 U 68 :8 68 68 68 H 69 6 ES 68 68 68 68 68 68 67 _ 68 68 68 68 68 68 65 68 68 68 U 68 " 63 �,.v Edge LE 68 68 68 68 68 68 Es 68 68 65 Es 68 68 7 67 67 62 :8 U 68 64 64 66 W 68 68 68 67 62 62 58 68 68 68 60 60 60 55 1 68 68 68 59 58 59 53 E N t, 27 .v 1-, 69 69 69 69 6§ 69 0 69 6: 6 69 69 69 69 69 69 69 69 69 69 69 .8 :: :9 69 69 69 69 69 69 69 69 69 69 69 69 69 69 69 69 69 69 69 69 69 69 69 69 69 69 Array Edge 69 6 6: 69 69 69 69 69 69 69 69 69 69 , 69 69 69_ 69 69 69 69 6b " 66 65 69 E4 69 . 6, 64 63 69 69 69 62 62 62 61 27 to 45 �,.v 1�,e K 8 K 81 61 81 91 91 81 81 81 81 81 81 81 81 81 83 81 81 81 81 81 81 91 _67 81 79 81 81 81 81 81 81 76 91 81 81 81 81 80 74 78 72 78 45 to . Mtay€tlp Array I_Iw 8, 81 9090 81 90 81 % 81 76 SO 91 91 81 81 81 90 90 90 90 79 73 90 79 90 80 EO W 9� W SE n 90 50 71 9090909090w 77 90 77 90 77 77 77 9. 74 68 74 74 % 74 74 74 ED 72 66 72 90 72 72 72 72 69 90 64 s' 96 - 90 8888 67 62 86 M 67 a Edge Ed 90 90 W 90 90 W 90 sO 90 90 90 :. 86 6 86 86 97 87 83 83 93 83 83 85 95 81 K 91 81 81 83 93 78 79 78 78 79 81 81 76 76 76 76 76 Ot67 6 �st 6s" 66 66 66', 66 66 "0 r,6 66 Es sc 62 152 "s' e 11 fil 66 66, 66 7;s s1l" 'to 2 V w 66 65 51� `,fig 66 63 63', fij 66 66 61 52 ss '49 66 Es " 7.20 �sl 1 68 68 so 4 68� ca 68 64, 68, j68 66 66 )S9 68, 15� 64 1 54 64 Aso 62 ,y, 68 5 a 64 154 1 1 t Es a a zz _�-ss �,av - 1 54 .�54 '6s 156 '66 56 56 S, 64, S. 53 53 53 Isi it, 35 pf C 20.27 69 W 89 89 59 69 69 69 T 69, 69 69 15Y 'm sq 7 fig 'a 1 11 14 0 19 69 2154� 42 s, 49 '69 159 fil rl ig 'Iii9 59 0 55 56 c z �at Z,� 's 273045 $1 1 81 Ztsi.E4 �sl 91 at 81 72 79 79 79 79 79 76 �::T '76 is "'J6 Is 776 73 a 73 7* .74;_ e71 �66 71 72 72 72 72 76 7t� ,7 6 73 68 73 73 _3 '73 -sS 70 71 11 71 'Z It 68 ce 6& a 69 66 sc 66 Z -64;;" 62 56 62 fZ 62 62 c2 45 1"DN"aP 90 tD 90 so so 90 Iq ,,50 90, �90 90 go Es"'77,89 77a# 847 is as '0 4D EO 82' 82 78 "79-' "Is �79, �90 V 97 It/:, 85 83 83 21 M 79 t79 79 77 77 ;74 69 As 69 73 73 671 11 11 11 67 6 67 67 67 65 65 67 67 67 67 67 63 63 67 67 67 67 67 6i 61 67 67 58 58 67 67 64 64 56 56 7 67 62 62 53 6266 53 Array Edge 67 67 65 66 58 58 67 67 E4 55 55 67 67 61 61 61 52 52 67 66 59 S9 59 50 50 67 64 56 56 56 47 47 67 62 54 54 45 45 67 60 51 51 51 43 43 7 m 20 Array lnterror 69 6969 11 It 11 11 11 19 11 s ; 1 �7 E3 11 11 69 69 62 62 62 58 H 69 69 60 60 55 67 67 67 5s 58 58 52 65 65 65 55 55 55 50 d 69 6, 1 w w r 67 " �7 7 57 57 52 64 64. 64 5A 49 62 62 62 S1 51 47 51 W W W �9 49 49 44 58 M 47 47 47 42 55 55 55 45 45 45 41 D 20 to 27 Array mir T1 71 71 71 71 71 71 71 71 71 71 71 71 69 71 71 71 6: 11 69 1 11 71 11 11 1fi 11 64 71 71 71 64 64 62 71 71 71 Q 11 sl ED 11 71 71 GO . 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I d� I36 wj;F mph h ISO � 170 mph -igo -mph Snow Load CatN Pa-IAie Roof Z I' 1 2. 2, 2n 3e 3, I' 1 2, 2, Zn 3e 3, 17-1 2e 2, 2n 3e BT_ 2e 2, Zn SO S, V 1 2, 2, 2n 3e 3r 1' I 2e 2, 2n Ae 3, , AIlly interior �69 68,"' Ss '�$s' 63 68 68 as � r 's '53 63 63 ST, "�S' 'a$ 61,, sa 61 '51 51 a �,S> �8 '49 " 62' s4 O A, y%g. ci 62 �i $2 68 154 As 4i" 4 '41 5,1 53 S3 4�Li w ss 45 42 42� �Z 69, "46 46- 41 '15 Is 67 51' A".Vl_OI 70 ?#,Jq,�7 'A SO S,4 W 70 70 70 '5 's�� 67 57 57 57, ,,52 0' 64 �I'ss" SS 4� Stf p, W, 45 5$ "',41 74. 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E6 " 66 61 69 64 64 64 . 64 ArrNr'fiMer3or 73 73 73 73 ,7 73 7j ?D 70 70 62 6Z 73 " 7 5 67 is 150 150 73 7 'as �','14 57 51, �46 70 63 63 631:54 $4, 73 $8 73 70 6 63 3 , 153 ;,64�,�,A4 54' 54 73 67 60 60 60 51 51 65 57 57 57 49 48 73 62 54 4 46 73 60 52' 52 S2 � 44 �U, , 73 ag 49" 9 49 42 42 -47 47 40 40 76 76 76 66 fis 77W, -, 62 7 -73 71 _113 fix 63 63 59 711, �J, 71 61 56 68 68 68, 58 $8 - 55 66 66 66 55 56 51, 64 54 6�, T3 53-53 48 '02 51 51 46 sa sa sa 56 sia, �56 63' �` E8 52 fil z 4 Si< 61� 6i SO as SO 45 5z sa _4 ,47 47 4i x6 56 56 45 45, '45 53 L3 Si' 43 43 4,a 39 as ;51 -,I'l . 41 sl D m A t so -j so 70 873 10' 70 80 80 67 67 67 66 79, A' 7$ 65 �65 65 63 76 76 61, xs 73 3 61 61 71' �71 71 58 58 58 56 x6' 56 as 54 73 73' 61 fil �,ss 41 "'Es 70 70 58 59 58 55 67' i7, 67' 55 xS SS 53 65 65 it 2 52 50 63 3 x 49 40 1": 61, 'As 61 47 47 47 45 9 �,59 45, V 45 45 43 78 6 a 78 78 78 as fa 76 as 79, 15-I5, r 60 75 75 L5 as ;,75 '45 75 65 73 63 67 73 .57 63 79' 73, 73 73 70 65 1 U 70 70 11 11 70 11 70 fis ss as fis as as as fis as 55 al ea as as Aq� "it" 56 as 66 66 is 56 63 as 63 fa� WI�,c4 , � sxS3 S, ' 2 6 Si 45 a2 51 �y as a Es 85 as 85 '05 85 85 82 82 82 82 82 71r 71 7a, Is 79 79 8080 78 78 74 74 74 74 � 74 76 76 72 72 72 72 72 74 1�4 ,-,o 69 69 69 bray Edge " 7$4j 74 74 74 74 74 76 76 71 71 71 71 7a 73 69 6871 , 68 68 69 71 71 69 69 64 64 .6E7 a7 62 62 62 6 ?.%0 ,60 so 60 60 14 of 31 Maximum Rail Spans (inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof -- L-Foot -- 72-Cell (P) Exposures Wind Speed 130 mph IQ h," 150 mph I60 mph 170,ph 180 mph Snow --..d Gt my 1-1 Angle Foot Zone V I Ze 2, 2n 3e 3, V 1 2e 2, 2n 3e 3r V 1 2e 2, 2n 3, 3r 1, 1 2e 2, 2n 3e 3, 11 1 2e 2, 2m 3e. 3, V 1 2e 2, 2n 3e 3r A;17 S, E, 's' 3 61 55 82 �67 60 S�; 61 51 -T- 1 456 56 '56 56 ',,47 7 7 61 50 A2, 42 0.7 -,44 4 M 73 46o 57 44 41 e 41 70, s3 46 A�� 46' �,SS '67 43, 43 43 SO 401' 32 -32 7t.2D A�r �'7,o �79 704' ZI 61 6; 55 ss� 40" ""66 IS 51 53 S5 61 3' 52 57 46 46 46 '42 4 61 6 45 41 49' 15'i�' Sa', $6 �',',40 'm& 46 41 52 52 Si 42 43 37 37 37 32 3v "",35 B 20te2l A 61 13 $9 70 70 70 sx 58 545 07 67 67 54,,, 54 �34 , �52, 64' 64 64 51 51 51 49 fil"� 46 -14 1 '�',-si aS 4S 61 61 AT, 47 5 57 '�4,' 44 iZ� ',SI' 53 51 41 41 �j 31 , I? 27 45 ,7Z 70, S4 70 68 'Is�- 1w e;I - 65 0 57 63 52 :62 60 S4 �O,' 60, s� SO �57 50 s7 Sa, ' :,41, 53 W Ai� " - �53 60 54 SO 584 '�50 56 55 "o SE ss' �5 44 52 ij Si51 51 ',6D, 51, 43 �41 AS ',48 42 As 41 '46 'W .3 SS,' 43 78 78 78'.78 "',7474 ; ,74 '14 76 76 11,, n, 71 71 7S 73 68 63 66 62 62 45.60 SO ES SE6E :�79 7V`,, jEf� �JZ ',6> 65 "'65 65 67 -67 62, 42; 62 62 62 64 64 SS Sa' SS 32 'v 52. 01.7 A (me 82 66 59 5 59 49 49 I9 62 54 54 54 46 46 75 59 51 51 51 43 43 72 55 47 47 47 40 68 52 44 44 37 37 65 49 42 42 42 35 35 MaY "'Se 72 56 47 47 47 Q 40 68 SI 44 " U 37 37 65 48 41 41 41 33 33 62 45 38 38 3829 29 59 42 36 36 36 26 26 55 3Z 32 23 23 1 .: =1 11 11 61 11 11 11 11 11 11 41 47 41 43 14 14 14 44 44 ��40 51 51-51 41 41 41 37 48 48 48 39 39 39 35 45 45 4 31 11 ' 16 1�1 F';'1::2 51 51 51 41 41 41 38 47 47 47 SS 39 38 34 U 36 36 36 29 42 41 41 SI 31 21 26 " 39 39 27 27 27 23 SE 36 11 4 14 I I 4 I 0 P�f C 21 Array 1-,. -y Edge 69 59 69 69 59 59 56 45 56 56 45 45 54 65 5 :5 5 5 5 6: 52 42 52 52 42 42 50 40 62 51 6,2 6 " U 5 51 39 S9 48 39 16 IS 59 S9 a 48 SO 48 45 45 45 43 37 37 37 35 55 55 45 45 55 45 42 32 42 42 31 23 41 31 52 52 52 40 40 42 42 42 B 29 49� 2 38 27 ,4, -� -11 64 11 64 64 61 16 12 11 11 11 61 11 12 S8 11 17 17 57 5� 48 14 1 53 53 53 51 45 51 50 50 SO SO 47 42 41 1 4 45 47 �7 48 40 45 Array Edge 54 54 54 54 51 45 51 50 50 50 50 47 42 47 46 46 46 46 39 44 43 43 43 43 41 37 41 41 41 41 41 38 33 38 38 38 3 38 36 29 36 �7, m SO Array Mterror 74 74 70 70 70 70 70 71 71 66 66 66 66 66 68 69 63 63 63 63 63 65 65 SO SO SO SO 60 63 63 57 57 57 57 S7 W SO 54 54 54 54 54 �y Edge 66 66 SO W SO SO GO 62 62 SO SO SS SO IS 59 59 52 52 52 52 52 56 56 49 49 49 49 52 52 46 46 46 4E 46 49 49 43 43 43 41 43 78, 54', 54 45 45 42 70 46 46� �-�O 39 39 P7 S1 43, AI- 43 �W, 6� 41 '3S, Ote7 wwz, �1� 43 43 37 37 61 -54 7�' E7 �'j �34 34, 14 24 Z,4�, ,54 'SD '21 '22 " - - 24� � "27", 1,4 A!Iq`sa:,' 58 _47 47, 42: 50 "SO so 4Q:� I "I 46 46 ' 38 38 n �44' �Aj� 41', �-, 35 35�, - 'IS 1�� 4k 41, 47 '38 38 33' 34 �'.M IS 40 36 25 IS is 38 2C 26 �26� "'I �3$ 13 IN 2N 0 17 s 6 st sl: 51 49 ;*g 46 59 U 44 42 s4 514 54 4U, '4' 51 Si �S7 'S47 54 42' 42 42 0 ""go 'Ss 37 1 1 �47 36 aa 44 , AS U- IS 37, S2 �,4j , "11", Is `25� 23 So 57 51 17 6 53 53 52 52 52' ;,,Se 44, SO 1 A�I 49 49 46 41, �W' AS ',:46 43 39'" ,43 Ss�, 4,�,,�/,gg'o, 43 ;;41 37-, Al .1. 49 4i�5 , 47 41 �7 "46 IS' 43, 42 42 jj- 4Z Is " 0 4D 40 40 38 51 'a7 �'w 37 ', 37 35' IS is E"'F 3iEl' 34,11-31 25� 31 ?�+4MJnEetlyf 7 1, 66 66 66, 66 2 1 11 11 11 1, s, IS &� 62 55, ss'� 55' �SS �55�' S, '-)'l s� sz, 52 52 5�6' of A9 49 49, 49 45 ks 60 _�71 S I SS �52 -1 57 S'4 32 51 45 '45 "ill' 45 Sa AT 42 '42 41� 40 01.7 Array th-ke, 79 74 67 67 67 59 59 79 71 63 63 63 55 55 79 67 SO SO 0 51 SI 79 64 56 56 56 47 47 77 61 53 53 53 44 44 74 58 50 50 So 42 42 Array Edge 79 64 57 57 57 48 48 77 61 52 52 52 44 4473 57 49 49 49 41 41 70 59 4646 46 38 38 67 SO 43 43 43 36 30 6447 40 40 40 32 32 --- 71.20 - A- "-� May Edge --- 61 70X 61 61 -61-61s� 49 49 49 -- 11 45 66 - .6E 56 56 56 _S 16 46 6 -51 . " 46 41 -6363 Ll S351- 1-2 11 Ll 11 41 52 41 48- 11 -E 60 11 41 60 11 49 4944 45 40 40 31 -17- 1-7 41 41 1-7 46 37 46 46 17 37 -4-2 11 5454-54- 43 43 11 11 13 11 31 43 31 -39 11 20'.27 All., 1-1- �ey Edge 78 67 78 78 67 67 - 65 54 65 65 54 54 63 5 2 74 74 74 64 64 . 61 SO 61 61 SO SO 5 4: 70 E, 70 70 11 11 �I EI 47 -4-7 11 47 I'l 4 177 , :7 7 17 57 54 14 14 11 44 44 �m 4, 64 64 53 53 64 53 11 4, 11 11 4 1 41 41 39 61 EI 61 48 48 5(1 ED 50 3' 32 48 39 4E N - 171.11 Am, 1h.d., 72 72 72 72 70 64 70 W 68 68 68 % 61 6 6 5 65 65 65 63 57 63 62 62 62 62 W 54 0 60 60 60 SO 57 50 57 56 56 56 56 SI 47 53 F4 May Edge 63 63 63 63 60 S4 SO 59 59 59 5S S6 so 5: 5 55 SS 55 52 46 52 51 51 SI 51 49 43 49 48 0 48 48 46 41 46 4E 4E 46 43 38 43 SO Array 4,-, 82 82 78 78 78 M 78 79 79 74 74 74 74 74 76 76 71 71 71 71 71 73 73 6868 E8 68 68 70 70 6S 65 65 65 65 Es Es 62 62 62 62 62 M,ay Edge 71 71 68 68 68 68 SE 70 70 65 65 65 65 65 67 67 62 62 62 62 62 E4 64 58 58 58 58 58 61 61 55 55 55 55 55 59 59 52 52 52 52 52 IS, 66 ES SS 4S 49, Is�54 , ' s4 54-,46 46 7-U jas 35 00,7Aic4Y 7I"�' 51 47, AD 40 37 65 48 4YIAAL141 ne� 33 0, 45 38 39� 59 as; iii 23 7�2S �AM'y 62,1 1 N'� 4�' s , 1 40 51 ,51 51 41 41, �37, 49 -�8, 4 $ 39 39 as 4", 31 Y Via' 5v SI si��' AS 41 41 IS S& M 31 36-�, 29 41 41 41 3." 'Sq ��w 3* 27 2a aE�"' 24 20 S c ZOW27 A=, 6s", 65 S6 56 56, 54 52'�>jE2' 50 62 E' ' 0 44, 46 IS 59 59 457-45, '45 'Al�' 55 Si, is �,O 42 42 ��l SX SZ,` �,S:� 41� �41 38 P0 54 "�Ssl 5, - SO- 45 45 45, 44 S5 P� SS 42 42 �eI 40 51 Si51 54 IS '49 37 37 e 5711, 'S' 45 "JS 33 33 31 '29"' 27 ,64 64 64 `52 56 5z 57 S7 11 5�, �S4 49 54 P 53 53 53/� 51 'so 59 '�so 47 4z 47 4!-z 4 ' 54 51 4$ 51 501� 46 46 4sA ", �U S9 44 43 13 43 43� 41' a7 '4i 41 41 IS 33 38 36 S 36 j 74 , ?4 7P� 70 , 70 74, 70 6 "S 66, 1. 1 ' 11 1�11 Cil 13 ISI 61 65 60 SO,, W so SO-;fE AS S7 s' s?, 57 57 so, W,`,,a5fi 54/ 54 54"' 54 66 66 So" SO 60 SO 66 ss S-=. S1 S 55 Es s2 52 36 56 49 45- 49 49 S2 %Si 46 46 46 451 4Y, 4C'-`4I,, '43' 43 0 m 7 Array I-W, Array Ede, 78 67 62 54 51 43 54 43 54 45 43 37 45 37 74 58 SO 64 47 40 50 d0 50 42 40 32 42 32 70 61 54 46 46 46 44 37 37 37 39 28 39 28 67 51 57 41 43 34 43 43 36 36 34 34 24 24 64 48 54 38 41 M 41 SO 41 33 30 22 33 22 62 45 38 38 38 51 SO 27 27 27 29 19 29 19 ]to 20 '77 '111E e' 58 17 SO 58 41 41 47 3 E 47 47 3 �S S 4' 3S 1 13 11 4' 3 43 43 11 43 13 34 1, 11 29 10 4 0 SO 10 40 40 40 0 10 SO 4 40 SO 37 2, 11 11 IS 38 46 38 1: 31 3: 323 1 1 2 1 6 0 35 35 35 131 1 31 31 23 23 21 19 41 11 4 ' 11 3.1 3 3 31 1 1 1 11 �O 11 17 D 20 to 27 A m MXEd�" 65 6565 51 51 51 49 61 61 61 48 48 48 46 58 58 M 44 42 54 54 54 41 41 41 511 51 51 3 39 39 37 48 - - 3 31 S 35 14 - 54 �2 42 42 4. 1. SO . 5 39 Il - P 47 �1 41 SO 3 33 - 44 -. 32 32 S2 29 4 4 1 41 2: 2 8 28 2 26 39 39. 275 25 275 23 1114, A-, 11-w May Edge 60 49 SO SO 49 49 SO 49 17 11 47 41 17 47 11 11 11 45 46 46 56 46 13 47 43 38 11 43 11 42 11 11 11 SO 42 42 42 W 44 36 10 40 41 11 40 40 41 40 . 49 11 11 46 40 39 31 18 46 11 37 37 41 37 46 37 43 11 35 28 41 35 ...39 43 43 43 11 41 35 35 35 35 31 17 25 41 31 45'.60 A-, interior 71 71 66 66 66 66 66 67 67 62 62 62 62 62 65 65 59 59 59 59 59 62 62 55 55 55 55 55 595952 52 525252 56 56 49 49 49 49 49 Wray Edge 62 62 56 56 56 SO 56 58 58 52 52 52 52 52 54 54 48 48 d8 48 48 51 51 45 45 45 45 4S 48 49 42 42 42 42 42 45 45 40 40 40 40 40 OW7, -�a �S� 67 67 59 59, It, "'As 63 i S5, 55 73 67 -,51 73 �64 56 S6�1 56 '47, �,47, IS �;rl S3 " 44 7,3, 4"�"Eqo� *;�"' ,50'� '42 s,� 7J 64 5t�7 57 57 48 48 7s,',' 52,_O 44 73 57 -45 -49� 41 41 10 s3 46 46, 46 39 3$ 67 SO, 43 '53 43 41, 36 36 64 _-401 4C�-,',' 40. 3Z 32 Aloy 70 7t,I 61 62 5s SS, 61, 51 2 IS, 48 W SO 49,,, 49 49, 45,, 57 V 57 45 46 46 42 '43 39 7�29 I lj=' Sj III 61� 45 49 4i' 45 4S 46 ��46 41 3 52 I ' 39 '60 49 4S 49 40 40 11 X_ "40 46 :,46� 46, 37 -37 32 6, Is k.Y 75 72 78 65 65 65 63 741�,-'74 '61 '6l, 59 70 70 SS 55 A 67 67 64 1154 64 -51 51 51 ;49 43O- .48 i48 46 IO�27 67 67 Se ci, 54 Le ST G4i �4 50, 49 61 61 'Sf, ir 47, 45 57 57 S7 Si 55 Al 41 41 isDSO; 'SS' 311 9 57 27 to 45 A.ISJ**ief 7$ 71 72 70 64 70 66 65 65 65 57, 63 Q 62 6Z SO 54 0 W W SO 57 50 567 56i S§�" 5 3, ,, f� 5 '47_ 53 av'Edge, 63 63 153, 63 60 54 0 50 sa �g 56� �50, '6 55 55 SZ 52 , S1 51 51 $1' 49 43 lj�' U '�,48, 48 48 46 41 4, ',46�, :43 38 43 ZZ '22 78 78 78 M 79 ""74 "7 68 'SS, '70 70 65, 45 65 65 65 '69, 45 1.�DtrYap Edge 73 73 i� r 68 68 68 68 "��7,p -,"PS -6 so 5i- 'S ' SI SI 55, 55 55 Om 7 Array Ote,k, 73 60 59 59 59 49 49 _±O 73 62 54 54 54 46 46 73 59 51 51 51 43 43 71 SS 47 47 47 40 68 52 44 37 37 6 49 42 42 42 35 35 Array Edge 72 % 47 47 47 40 40 68 51 U 37 37 65 49 41 41 41 33 13 62 45 38 38 38 29 29 59 42 36 36 36 26 26 SS . 32 32 32 23 23 7 t. 20 -1y I,Wbl 62 62 62 SI 51 51 46 59 SS 58 47 47 47 43 54 54 54 44 " 44 40 51 51 51 41 41 41 37 48 48 48 39 34 39 35 45 4S 45 36 16 36 31 MayEdge 51 51 51 41 41 41 38 47 47 V 38 38 38 U . 36 M 36 29 41 41 41 31 31 31 26 39 39 39 27 27 27 23 M 36 36 24 24 24 20 10 PY C F1 1.17 Array 1-'b Si 56 5fi 54 65 6S 65 52 52 52 SO 62 62 62 49 4 49 46 S' 1: 1 45 41 41 4,3 IS 11 1: 42 421 42 41 S2 " 12 4D 41 4' 38 May Edge 19 59 59 45 45 41 55 55 55 42 42 42 40 51 51 51 39 39 39 38 _48 4: 17 37 3 4S 4, 4 13 3 31 3 1 42 42 42 29 2 E I 9 27 2, F, A-, hm-� Am, Ed, 11 54 64 64 54 54 54 62 56 51 45 62 53 61 61 61 50 SO 50 61 50 58 52 47 42 5E 47 57 46 57 57 57 SA 46 46 Se 48 39 54 44 53 53 43 43 53 43 53 51 45 51 43 41 37 50 SO 41 41 50 41 50 Z11 47 42 38 33 47 38 47 47 47 47 45 38 38 38 38 36 40 29 4 5 36 45 to _ May Ite,ml Array Edge 74 66 74 70 66 SO 70 W 70 70 SO SO 70 60 71 71 66 62 62 56 66 56 SO SO 56 56 66 56 68 59 �46 68 63 63 63 59 52 52 52 63 52 63 52 65 65 56 56 60 49 _211 0 0 60 SO 49 41 49 49 63 63 52 52 57 46 57 46 57 57 46 46 57 46 SO SO 54 54 54 49 49 43 43 43 54 43 54 42 V IS 62 54 54 11 41 73,=, w'�"so so w��4 2 42 70 54 1 1 4fi IS as 67 51 43 43 43 36, IS, 64, 48 41 41 41 33 33 62 4,S ""1 � 3� :29 2s� 0.7 67 51 41 43 43 64 4V'� 40 40 40> 32 32 61 44 37 ,37 28 28 57 41 S4 34 34 24 U' 54 39 30 30 30 22 22 51 3� 27 38 V Is 19 IS Is 111, 41 17 47 42 SS �,53 43 49_ 43 11 SO 10 50A,0' 40 37 46 46 4 1 1�' 11 38 I3'� 4 'A 35 Is 35 Z9 4jk 4 1, $1 :AJ: 26 7.20 47 47 47� S8 39 38 33 4�33 43� '48 i4 34'- U 29 40 40 4C,, AO 30 30 2 38 IS 38 26' 26 26 '22, 35 aS 35 23 23 23 19 23V 31, 20 20 17 20�27 ye, '55 65 6 51 53 51 49 fl, s1l GI 48 48 48 46 59 58 42 54 1 54 41' 41 419 4q 511 sl Sisa $9 39 37 48 AS� 37 ,37 37 35 AOiVfd9- 54 54 54 42 42 42 40 50' '5�0 50 39 39-' 39 37 47 47 U 44 44 32 32 32 = 29� 41: 49 41 29 IS 28 26 39, 39 75�, �, 25 25 23 - 27W45 A47=1, 60 60 SO 0 '9 5 7 51 57 T6� �56 56 53, 47 53 52 52 SX- S2 �,50 44, 50 - 49 49 45 49 46 �I 4� 46 46 46 46 43 39 43 437 -45- 4T 43, � �I 3741 49 49 49 47 41 47 46 46 �6 46 43, 38 Q 42 42 42 '4� //,40 36 40 40 40 40 40 38 31 38 37 37 37 37 35 28 35 35 $5 35,` 31 23 31 45 �W A!r"UVQer 71 71 66, 66 5: 66 66 67 W , 62 62 62, 62 6i 65 65 55 Ss 59 59 59 62 62 55 55 55 55 55 59 59 52 52 52 52 52 56 56, 4S� 49 ,,, 49 49 , 49 j"y Edge 6Z 62 56� _56 5 56 56 U 58 2 _L_ 52 52- 62 52 54 54 4X � -�S' '48 48 48 51 51 45 45 45 45 45 48 49 42 42 42 42 �2 45 4�,�' 44r, 40�, 1 4q - 40 40 15 of 31 16 of 31 Maximum Rail Spans (inches) Clickfit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof - L-Foot - 72-Cell (P) GrcurM Exposure Wind Speed-> 130 ph 140 mph 150 mph --160 -mPh 170 mph 180 mph Snm toad Cate or Panel A,& 1 Roof Zole -> I I �2e 21 2n 3e 3, V 1 21 2, 2, 3, 3, V 1 2, 2, 2n ie 3r V 1 2, 2, 2n 3e 3r 1' 1 2e 21 2n 34 31 1' 2e 2, 2n 3e 3, 0,.7 Array69 69 67 67 67 59 59 69 69 63 63 63 55 55 69 67 60 SO 60 51 51 0 64 56 56 SO 47 47 69 61 53 53 53 44 44 69 58 SO SO 50 42 42 Arcay -1--*11.1 69 64 57 57 57 48 48 69 61 52 52 52 69 57 49 49 49 41 41 69 53 46 46 46 38 38 67 SO 43 43 43 36 36 64 47 dO 40 32 32 Ito 20 -1.1 70 70 70 61 61 61 55- 66 66 6 56 56$6 51 63 63 63 52 52 52 48 0 60 W 49 49 49 45 57 57 57 46 46 42 54 54 54 43 43 43 39 Array Shp 61 61 61_ 49 49 449 4�S 56 56 5E 46. 46 41 52 52 52 42 4342 39 49 49 49 40 40 40 36 46 46 46 37 37 37 32 43 43 43 35 35 35 29 B 20.27 Array 1-, 75 75 75 65 65 65 63 74 74 74 61 61 61 59 70 70 70 58 58 58 55 67 67 67 S4 54 54 52 64 S4 " 51 51 51 49 61 61 61 48 48 a 46 -y Edge 67 67 67 54 54 54 52 . 64 Ed 50 SO 50 48 61 61 61 47 47 47 45 57 57 57 44 44 44 42 53 53 53 41 41 41 39 50 50 50 39 39 39 37 27.45 All., h1eli., 72 72 72 72 70 . 70 68 68 69 68 Ed 61 66 65 65 65 65 63 57 63 62 62 62 62 60 54 W 60 W SO SO 57 50 57 56 56 56 56 53 47 53 Array Edge . 63 63 63 60 54 SO 59 59 59 59 56 56 56 L5 55 55 5552 46 52 51 51 51 51 49 43 49 48 Q 48 46 41 45 46 46 4E 43 3843 45 . Ed All l tlldl 82 92 n 78 79 79 78 79 >9 74 74 74 74 74 76 16 11 It n 71 71 73 73 SE 68 Ed 68 Ss 70 70 65 65 65 65 6 68 -- 6 62 672 :2 62A :1 Edge 73 73 68 68 68 68 69 70 70 65 65 65 65 65 67 67 62 62 62 62 62 6S 64 58 58 58 58y 58 61 61 55 55 55 55 5: 59 5: 52 52 52 n 69 'S. SEI 49",-49 69 46 '65 s9 $1 51 51 43 z-'43 155 W'47 47 47 40 40 '68 44 37' 17 65 49 42 42, A-YE4g. 69 47,�,, 47 40' `40 69 is 48 41, 41 41 33, '13, ,iZ 45 38 38, Z9 Sq '56 , '26" 26 SS 44 32 32 23 'z 1E 51 AS ss 59 55 47 - 47, -47 43 S4 54 54 44 U 44, �40, 51 �41 41, 41 37 ',39 39, 35 45 45 45 315 _�A 1�.Id 51 1 41� 41 1 A ",U 47, 47 �47 L4 44 36 36 36� "�40 41 42 31, 31 '26 �7', 13 36 36 36 24, 1,Z4 A V lhterw 6956""' s6' 56 �14 65 " 0 '65 SR' 5','sz ',SO s; 62' C 45 A 4� - � 42� Al 52 52 52 40, 41 A A-, Edge "1",- SS, , - 0- 45 4e,, "A4 SS $5 t -�d� � 42 AO 51 -., U?' " "'W' ��' �' '1181 2 42 4Z 29 4 I �SE 61 fit fit S!50 SS '58 57 S� 57 54 48,, 5S 53 53,Si:I 45 SI 50 42. -,47 47 47 47 37 -4 54 54; 54 45 -51 50 50 47 42 44 1 4' 43V'49I 41 -41' 1�41 n 33 39 38 38 3a 39 "36 'i' 63�' 55' 60" '60 '50 60 63 157 '57 �7 r� SO 54 54 S"' S9 5S 52- 52 5Z I " 52� 12, '56 SS 0,��'� 49 49 "Z '4 46 49 49 45 43 'A 4" �4 0.7 Array lnxerior E9 62 54 54 54 45 45 69 59 SO SO SO 42 42 0 54 46 46 46 39 39 67 51 43 43 43 36 36 64 41 41 41 33 33 62 45 38 38 38 29 29 Array Ed e 67 51 43 43 43 37 37 64 47 40 40 40 32 32 61 . 37 37 37 28 28 57 41 U 24 . 24 24 54 N 30 SO 30 22 22 St 36 27 27 27 19 19 7 t, 20 A-, interior 58 58 58 47 47 47 4253 53 5346 43 43 39 50 ED SO 40 40 40 37 46 464443 39 38 38 33 35 3S 11 21 4 41 41 31 31 31 26 Array Edge 47 47 47 38 SS 38 33 43 43 43 34 34 34 29 40 40 40 SO 30 SO 25 38 38 38 26 26 26 22 35 35 35 23 23 23 19 3 t 31 31 20 20 20 17 20.27 All., 1-1- 1,., Edge 65 S4 65 65 51 54 54 42 51 51 42 42 49 40 61 50 61 61 50 50 39 48 39 39 37 58 47 47 58 47 44 36 44 36 44 42 36 13 54 54 . . 54 44 41 32 41 41 32 32 40 29 51 41 51 51 39 41 41 28 39 39 28 28 37 26 48 39 48 39 49 39 17 37 25 25 37 35 25 23 27.45 A-, -.1 SO SO w SO 5 51 57 56 56 56 56 53 47 53 52 52 52 52 SO W 49 49 49 49 46 41 46 46 46 46 46 43 39 43 43 43 43 43 41 37 41 -Y Edge 49 49 49 49 47 41 47 46 46 46 46 43 as 43 42 42 42 42 40 36 40 40 40 40 40 38 31 38 37 37 37 37 35 78 35 35 35 35 35 31 2S 31 45 to Ed Array 71 71 66 66 11 16 66 17 11 12 11 11 12 12 65 65 59 " SO 59 59 62 2 6 55 " IS 55 " SO SO 52 52 ' 11 12 16 56 41 41 49 0 49 Artzy Edge 62 62 56 56 S6 SO 56 's Ed 52 52 SZ S2 52 14 54 48 48 4811 It 4E 45 45 45 41 48 a 41 42 42 42 42 45 �5 40 0 40 40 as I AM ntW- S5 '9 65 65 '"' 'I_"� SO I. 42 I2 A-VEdges si 4848� 65 sl�"52 52,152 44 ls .IAt, 53 46 38 18 65 A-Ildflddn-% 61% fil 61 �"Ss '66 66 �'156 -�I 6� ,�63 163 52 12 11 1 41 J7, A-VE4p sl 4 � 49 '49' -45 S6 ", 4 56 _ "Si�'7 Sz ,32 '�511 42 42 4 2- 4 41`, dc 36 46 "U 1, 43 43 4j 35 21f A ' "Z� 72 72 72 61, 59 70"�;M -70 58 rAE 58 67, - s, E4 52 _64 61 rl fit .8, A Z� �7 W S4 54:� $2 S4 64 50 �66 "'So U 61- �41 d5l 4-1 47 47 4 57 'Sl� �51 44 44 42 IS '41 41 -1 39 50 So 35 -47 Vz, AIIIyIIIIIJ.I 11 1 72�� 10 68 $6 65 '�ss '65 65 63 57, 62 ��42 60 54 W "60 so 56 W -YA j Adytdge S3 0 E4 rG 51 59 59' sSI' SS 55 55 55 52 4E' S2'; 51 �l 45 Q 49 -48 4B 4 6 41, '46 46 46 46 46 �3 A""Y 82 79 "SZ, 79 78, 78 7F- 79 7 4 74"; 74 7A 74 75 76 71 71 ;71 71� M, 73 7� 68� 65 �65 68 6a 62 62 ""'42 Array Edge 73 69 S& fig 70 70 65 Ss 45,,'?,65 s5 �6252 62 62 '64 U 58, 05" 55" 55 59 59 2 52' 52 ' ' ' 2 0.7 Array -w 65 65 5 59 59 49 49 65 62 .54 S4 54 46 46 65 59 51 51 SI 43 43 65 55 47 47 47 40 65 52 U 44 37 37 65 49 42 42 42 35 35 A-, Edge 65 56 47 47 dl 40 40 65 51 44 " 44 37 37 65 48 41 41 41 33 33 62 45 M 39 38 29 29 59 Q 36 36 36 26 26 55 40 32 32 32 23 23 7.20 Array tItIIII 62 62 62 5 51 51 46 58 58 41 1' 11 41 54 54 54 44 40 51 51 51 41 41 41 37 484830 39 39 35 45 45 45 36 36 M 31 Array Edge 51 St 51 41 41 41 38 47 47 38 38 3444 44 36 36 29 41 42 41 31 31 31 26 39 39 39 27 27 27 23 36 36 36 24 24 24 20 N P'f C j N . 27 A-Y le-.' 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Expo- ep Speed Ph T� mph M mip S Lead Calft., I Panel Argler Rri.fz-a-, _V 1 2e 2, 2,, 3e 3, 11 1 2e 2, 2e U 1, 11 1 Ye 2, 2p 3e 3, 1' 2e 2, 1, 3e 3, 11 1 2e 2, 2n Ie 3, i V 1 2e Zr 2,, Sa 3, -.011- 58 58 58 58 58 58 58 58 58 58 58 SO 55 55 58 58 58 58 58 51 51 58 59 56 56 56 47 47 58 58 53 53 53 44 44 58 59 SO ED 50 42 42 "e Array Edge 58 58 57 57 57 48 48 58 SS 52 52 52 44 44 58 57 49 49 49 41 41 58 53 46 46 at 38 38 58 SO 43 43 1 36 36 59 47 40 Q 40 32 32 Ito 20 Array lntxior alIV Edge 61 61 61 61 fil 61 61 4-9 61 as 61 55 49 aS 61 56 61 61 56 56 56 46 56 56 46 46 51 41 61 52 61 52 61 52 52 52 52 42 42 as 48 39 0 49 60 60 49 49 49 40 49 40 49 45 AD 36 57 . 57 4E 57 46 As . 37 37 46 37 42 32 54 54 54 43 43 43 43 43 35 35 43 39 35 29 Array l' 62 62 62 62 62 62 62 62 62 62 61 61 61 59 62 62 62 ES 58 58 55 62 62 62 54 54 54 52 62 62 62 52 51 51 40 61 fit 61 48 AS AS 46 B 20 z. 21 Array Edge 62 62 62 54 54 54 52 62 62 62 SO SO SO 48 61 61 61 47 47 47 45 57 57 57 . ad 44 42 53 53 53 at 41 al 39 SO 50 SO 39 39 39 37 Air., Interior 72 72 72 72 70 64 70 68 68 As 68 66 61 66 65 65 65 65 63 57 63 62 62 62 62 60 S4 60 SO W SO W 57 50 57 56 56 56 S6 51 47 53 27.45 ,a, Edge 63 63 63 63 SO 54 SO 59 59 59 59 SA SO 56 55 55 55 SS 52 46 52 51 51 51 51 49 43 49 " 48 as ag 46 41 46 AS AS 46 as 48 As 41 Array-- 82 92 78 78 78 78 78 79 79 74 74 74 74 74 76 76 71 71 71 11 71 73 73 AS 68 68 68 68 70 70 65 AS 65 65 6. 68 66 62 62 62 62 62 111. SO A"., Ep'a 73 73 68 68 60 68 AS 70 70 65 65 65 65 65 67 67 62 62 62 62 62 64 64 58 58 58 58 58 6i 61 55 55 55 55 55 59 59 52 52 52 52 52 j A,,.V4pft0.I 49 ;,45 so 5& 54 SS' 5 1' -43 $8, 55 47 T77,T7 04o7 Ap�Ed.�_' ss 47, 47 40 40 41 44 37 58, 49' 41" S3, 33 58" 45 38 35 Sit Zi 57 4 36 r16 35 26 55", fit 51 1 AS Sa �sg, 58 47 47 �',A 7 43 54 54 5 144 40 51�" 51 Si 41 41 40 . . . . 3T, AS 48" 48 "33; 39 39 35: d6 "36 16 il "al;., �s 1 51 51 41 Al 'S 41 38 47 47-1-� �7 30 �38 44 44 , 14 36 `29 41,'�� 41 41 31 �>sl . g:V �'16 '39 0- 39 )7,` 27 27 23, 36" :24 ;�4 20 �"2 ""S' �Ag 56 56 56, 54 ��* , 57� '50 62 62, "I 46, S9� 59 59 45 as 45,�, 55 55� SS As 42 42 4 4' 41 52 P ggg 4S per 'C IV,Zol a44VfgS.' $O� 'St 45 45 45' 44 AA 55 40 51 S 1' g i;", "As si, ': ;" S 49e' 4 48 37 S7 5 4S 45 -4 ��SS 13 31� 42' i7 Arrayriteillsl 64 154 �'44,,'x'E4 62 56 62 61 67 $8, '$7 ST,' 57, -'S _4, ��aa, 54 53 53 53 53, �51 '�JES� I, sit so 19�' 4? 4�, 245 40 f 45 171.45 Egg. 54 54 "!ii� 54 4S �w so SO , 47 47 0 46 46� A -35 46 ''g, '44 43 43 43 43 '41 t47 41; 39 3a �4 39, j4s 38WW �Ik ', '23 J4 �_74 17c, ',70 70 70 70 ��ii6 S6 68 159 153 35 �63 65 65 SO 60 "W 60" �go '.3' gg", 51 57 57 S7" 63 C 54,5,� 54� 54 45to6O:rtrx e �66 is 6D 60 60 w �s , �L "' SEI "" . -, ,;44;; _'C ,2 1946 'S 'i2 j2, 46 " AS - S 491, , ' '45 as Array lItIlp, 61 61 54 54 54 45 45 61 58 SO SO 50 42 42 61 46 46 U 39 39 61 51 43 43 43 36 36 61 48 41 41 41 33 33 SO 45 U 39 39 29 29 01.7 Edge 61 51 43 43 43 37 37 61 a7 4O 40 AD 32 32 . 44 37 37 37 28 29 57 41 34 34 N 24 24 54 39 SO 30 30 22 22 51 36 27 27 27 19 19 7.20 A"' ip-.1 Array Edge S8 SS 47 47 S8 47 47 38__ 47 47 42 38 38 33 53 43 53 53 43 43 43 at 3 34 34 34 --- 39 29 50 50 40 40 SO 40 40 40 40 SO 30 10 37 25 46 38 46 46 38 38 _ 38 26 38 26 39 33 26 22 AS 35 44 35 44 35 35 35 23 23 35 23 29 19 41 41 41 at 31 3131 al 20 20 31 21 20 17 I AIIIel 64 64 64 51 51 51 49 61 61 61 48 484846 5 58 58 44 44 AA 42 54 54 54 41 43V 51 51 51 39 39 39 37 48 4� 4A 37 37 35 20 tc 27 Array Edge 54 54 S4 42 42 42 40 SO SO SO 39 39 39 37 47 47 47 N 36 36 33 44 44 " 32 32 32 29 41 41 41 28 28 28 26 39 39 39 25 75 25 23 Mterior SO . . 60 17 11 1 % 56 56 5613 41 11 11 11 11 11 SO 44 50 0 41 41 SO 46 41 4646 as 4640 41 3941 41 AS 41 13 41 37 43 271-45Array Array Edge 49 49 40 49 47 41 47 ei, 46 46 46 43 38 43 42 42 42 42 40 36 40 40 40 40 40 38 31 39 37 37 37 37 35 28 35 35 35 35 35 31 25 31 A,,, l 71 11 66 6666 66 66S7 E7 12 62 626i 6265 65 59 59 59 59 59 62 62 55 55 55 55 55 59 59 52 52 52 52 52 56 56 49 49 49 49 49 411- Iay Edge 62 62 56 56 56 56 56 58 58 52 52 52 52 52 54 54 AS As As 48 48 51 51 45 45 45 45 45 AS 48 42 42 42 42 42 45 45 AD SO 40 40 40 `5"syi5 35 5 5�ss SS 55 b'_1111114511 -5 48 AS 5544 55 is' 49 '41 41 w 53 46 46 46 18 58 ':53v,"'58 542 "SS 65 58� 5, so sc Sg S2 �4 4g 58 SS 49 4490 57 K 57 4s" As AA 41; 54 ,,Si "As �'5s' 43j 7t.20 Am~ is 'i" 1 49 5�� 45 si '�4 4 $6, s 4,56 46 52 sz� 52 "If, 42 39 49 49 49 40 3 is I 46 37 s7 32 4s' 35" "'se -35 1 29 61 b1 61 i# b1 61iol '1 '51 61 is 61 61 sl 54 54 54, '60 " , , I ra pj��' 51 51 49 SO, '49' 46 A, , �Sl 41 41' E,'I 14 It fO �Eq so �'W� -As So ED � A7 6a 7t �45 57,' 57 5 44'� 44 44' 5g' S3,' _41 41 39 SA"oil Z' as, 49 34 W 1 170 ��' 5T 70„Y SO 70 64 '70 Eg' 69 is'� iEi 65 65 62 60 54� 60 60 '60: 57 50 57, 56 W 56 sa 47, 53 27W4 5" Aeriyfidgir �P, 63, 60 54 "SO 55'�' 56 so 'Ss SO 55 51 49 4 45 4k� 48 41 '48 46 46 46 41 44 48 43 A 78 78 7,1s, '14 74,� 14 74 76 76,' 71 ,It �71 71 73 75 Es W, ss "so 70 7A 451.63 A. '�79 uE 70 70 as ES "cS 65 67 S7 62 A��i,' IX 64- 64 58 58 SS 1,159, ja 59 61 41' Array t1re-I 55 55 55 55 55 49 49 55 55 54 54 54 46 46 55 55 51 51 51 43 SO 55 55 47 47 47 40 40 55 52 44 44 44 37 37 55 49 42 42 42 35 SS 01.7 Array Edge 55 55 47 47 47 40 40 SS 51 44 44 . 37 37 55 48 41 41 41 31 33 55 45 As 39 38 2929 55 42 IS 36 36 26 26 55 ACi 32 32 32 23 23 Ala,W1 58 56 58 51 51 si 58 58 47 47 �7 se 44 44 44 40 51 51 51 41 41 41 37 T8 48 39 39 39 35 45 45 45 E6 36 36 31 1 to Array Edge 51 51 51 41 41 41 38 458 7 47 V7 39 38 38 3a 4A 44 36 3E 36 29 41 41 41 31 31 31 26 39 35 39 27 27 27 23 36 36 36 24 24 24 20 A,,,iyJppa,i,l 61 61 61 56 56 56 54 61 61 61 52 52 52 50 60 SO W 49 4 4846 59 59 59 45 45 45 43 55 55 55 42 42 42 41 52 52 52 40 40 38 50 "f C 201.27 Array Edge SO 59 59 45 45 45 55 55 55 42 42 42 40 51 51 39 Iri sR 38 48 48 48 37 37 37 35 45 45 45 33 33 33 31 42 42 42 29 29 29 27 Ali, 1 rwr 64 64 SO 64 62 56 62 61 61 61 61 58 52 58 _LI 57 57 57 57 54 as 54 53 53 53 53 51 45 51 SO SO SO SO 47 42 47 41 47 41 1741 41 4 27 t, 45 Array Edge 54 54 54 54 51 41; 51 sO_ SO SO SO 47 42 47 46 46 46 46 AS 39 44 43 43 43 43 41 37 41 41 41 41 41 38 33 38 SA 's 38 38 369 36 A-, 1m, 74 74 10 M 70 70 7A 71 71 66 66 66 66 66 E8 68 63 63 6 65 65 60 60 W 60 0 63 63 57 57 57 57 57 SO 54 54 54 606S SO 54 il . 60 I.,Edge 66 66 0 w SO SO 60 62 6 55 56 56 56 56 59 59 :3 2 52 2 52 52 56 56 49 49 49 49 AS S2 52 46 46 46 46 46 As 49 43 as 43 43 4.1 45 ss Sss': SO - il 59 1, '1, - 11 OW7 37 50 4t 40 40 2� 32 5842 44`' 37 . . . ... o as 57, 41 34 34 34 4 $4 38 30 0 30 22 22 51 53 "Is 213 43 39 SO SO 50 AO 40, 0 1� 331 �pA 41 45,, 35 35 , is 4 4 41ej 'algl 1 "4 31r 26 47 41 ',,44 34 29 Ag As 40 J* -so �37 25 3A 38 38 26 26 2o tZ '44 35 , 35 35 23 Z3 23 19� tL 20 1 9 fit r5t, �'48 A, � �"Ig� Ii 58 58 SR 4,4,'44 A4 4Z' 54 54 54 41 4 As 40, 51, 51 S1 , 49, $9 39 37' 48 �W e 37 ',,37 " 37' 45 D 20t. 27 AmiVE, Q so si� 11, 39 37 47 47 47 15, -36, � g3 44 44 44 32 312 32 29 41�, aEj, 41 18,' 28 28 26, ", 39 ss� , 25 25 25' 23 W 1n0 60 57 51 57 Ps �3 it $3 52 S2 lssi �44 �5q, 49 49 4s 49 46 4 As 40� 43 39 As 43, '?,At -0 43, �41' 537,1 A i -Ag :40_' As 47' 42 47 4 al 45 42 42 42, s6 40, 40 40 aO 38 -37 37 47 35 Zi 3S' 35','� Ilit, 35' _42 31 alip Arry " 71 71 �56 66 66 V'. 62 At, 62 65 fis� 59 Sql 59� :�2 62 E5 55 55 -3t, 5� 59 �52 51 52 52 5 49 as, 491', 49 45A,60 Arl-VISIV, S, 62 ss"' 56 56 56 56 S9 '52 �'52 52� �Z 54 54 43 49 5%� 51 45 45 45 AS "?15 as 40' 42, at 2' 4-5 V", Asl Ac� �0 40 y r,i-7 51 51 51 " " " " 51 5151 5151 51 11 11 Ii 11 Si et 51 51 51 51 51 51 51 47 47 51 51 51 5 51 4444 51 51 SO SO SO 42 42 01.7 1 1 Ay Edge 11 tl 11 11 11 48 48 11 Si 11 11 44 11 11 41 10 11 41 41 11 51 46 46 46 38 38 51 50 43 43 43 36 36 5147 AD SO 4032 32 A w y 54 54 54 54 54 54 54 54 54 54 54 54 54 5 54 54 54 52 52 52 48 54 54 54 49 49 as 45 54 Sa sa 46 46 46 42 54 54 54 43 43 43 39 720 . Array Edge 54 54 tl As 49 As AS 54 54 54 46 46 as 41 52 52 52 Q 42 42 39 49 49 49 40 40 pp 36 " 46 46 37 37 37 32 43 43 43 35 35 35 29 Array lnxorior 57 57 57 57 57 57 57 57 S7 57 57 57 57 57 57 57 57 57 57 57 55 57 57 57 S4 54 54 52 57 57 57 51 51 51 49 57 57 57 48 48 49 46 S 20[027 Ara, Edge 57 57 57 54 54 54 52 57 57 57 50 50 SO 48 57 S7 57 47 47 07 45 _W_ 56 _�2_ _--i SO 56 __K_T2_6O_ 44 44 44 42 53 _60 53 53 _W� 41 41 41 39 50 50 50 39 39 39 07 45 Array 61 67 67 6 _7�_6 7 67 67 67 67 66 61 GG 65 65 65 &5 63_�7 2 546OF SO 57 50 57 56 56 56 53 47 5t 27'. Array Edge 63 63 63 63 60 54 60 59 59 59 59 56 50 56 55 55 55 55 52 46 52 51 51 51 51 49 43 As 4E 48 48 46 41 46 46 46 AS AS 43 38 43 Andy Iw 82 82 78 78 78 78 78 79 79 74 74 74 74 74 76 76 71 71 71 71 71 73 73 68 68 68 68 68 70 _48 70 65 65 65 6S 6, 69 62 62 V 62 62 450, SO A,,., Edge 73 73 68 68 68 68 68 70 70 65 65 65 65 65 67 67 62 62 62 62 62 64 64 58 58 58 58 58 61 61 55 55 55 55 55 59 59 52 52 52 52 52 Olri7 51 '51.,51 51 49 49 51',ji SI s 46 4 51 51 51 5. 1 - 51 11 17 4; S.7 - 44 44 44 37 all �35: 35 51 '47� 47 47 40 40 Si 44 44 37 Si 49 Al 41� t�l 45 M S a- ts 56 j6 36 26 Z5 �7t. A interior 54 SO " 41 1 54 47 47 ,47' 43 54 54 54 44 44 AD 51 51 51 41 41 41� '37 48 49 '48 11 19 31 11 41, 36 31 20 7t. st S2 SI '517 4t at at S o 47, '41' 38 39 'IS 34 44 44 44 is, '�S 3c' 29 42, 41 41 31 31 $1 Es 'j_ 27 36'=W "3S '36 ga s, Ay rla 57 57 57�,, 56 56 56 54 57 77 11? SO 52 SD 57 57, 57 46 56 56 56 45 AS 45 As 55 55 SS 42 42 41 SO P'I C 20.2� 'Iavarioe; 56 , 56 '56�i 45 45 AS 44 $5 sss 42 42 ''4Z 40 51 51, 51 23s ;S4, '38 as 48 37 37 37_ 35 45 45, 45 4$ 33' 33 31 _A,?y;E- AZVYW 94, '64 64� 64 62 56 62 6� S�"'Sj 61 58 EZ� 58 57 57 57 S4 49, 54 Ss' 53 53 53 51 45, 11 50 '50, 50 Z a7 42 47 47',�47,� �7 47� 45 40: 45 27.45 54 54 Sa 54 SI 45 51 50 '50 $0 , SO 47 ��42 47 a 6 46 AS ,44 39' 44 43 45 AS 43 al 37'� 41' 41 41 41 ;42 38 33 SS 39 l �'3� 38 ',, 36 �29� 36 A"�pyyqar�' 74 74 7c 70 70 70 70 -71 71 _ 15, 66 66 '8 68 63 623� As 65�e 65 Aa 60 SO 60 Eia' 63 63 57 57 57 57 57 60 ;W S4, 54 j ' SO S4� S4 45.60 ArriryEdg. '; 166" 66 ; '60'; SO so 60 60 11 11 56 ss 56 56 59 59� 52 S2 5 52 56 56 49 49 49 52 52, 46 46 46 _16 46 49 4a 43 '43: 43 Interior 54 54 54 54 54 45 45 54 54 SO 50 SO 42 42 54 54 46 a6 46 39 39 54 51 43 43 43 36 36 54 48 41 41 41 33 33 54 45 38 38 38 29 29 01.7Array Array Edge 54 Sl 43 43 43 37 37 54 47 40 40 40 32 32 54 4 37 37 37 29 28 54 41 34 34 34 24 24 53 38 SO 30 30 22 22 51 36 27 27 27 19 19 Array Interior 57 57 57 47 47 47 42 53 53 53 43 43 43 39 ED 50 SO 40 SO 40 37 46 46 46 38 38 38 33 44 44 44 35 35 35 29 41 41 41 31 31 31 26 7 t, 20 A,., Edge. 47 47 47 38 38 38 33 43 43 43 N 04 34 29 40 40 40 30 30 30 25 39 38 32 26 26 26 22 35 35 35 23 23 23 19 31 31 31 20 20 20 17 10 to 27 Array Edge SO SO 54 54 SO 51 54 42 51 42 51 49 42 40 59 50 59 59 50 50 a$ 39 48 48 19 39 46 3' 58 7 58 47 58 44 47 36 36 36 42 33 54 r4 54 54 " 44 41 32 41 32 41 40 32 29 51 11 51 41 51 1 39 39 21 21 3- 9 11 37 11 48 0 AS 37 37 39 39 39 25 25 37 35 25 23 Array Ill -W 60 60 60 57 51 57 5fi 56 SO ' 53 47 IS S2 52 52 SZ SO 44 50 a, 49 43 43 43 43 43 41 37 41 27 w 45 Array Edge . 49 49 49 47 4i 47 46 46 46 16 03 38 43 ap 40 35 35 35 35 35 31 25 31 a,a, 1 71 71 61 65 SO SO 'q 'S 'g 62 62 55 55 55 55 59 59 52 52 52 52 t _S 55 49 49 4 49 49 L i �5t J_ Array 62 A, ti� 2 4 5a as as 4A 4g 's 41 41 0 5 4: �I 48 4 a 42 12 4� Q 41 40 , 15 41 40 40 40 21 of 31 Maximum Rail Spans (Inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof - L-Foot - Landscape Ground EW+owre W,,d Sp� -,I w mPlr 95 Ph 1- - ____ ___ Ydomw_ ____ - - 105 ,,ph - - M ,q,h 115 mph 120 mph S,o,. Load Cat-,y P-1 An RlIf Zo� -,I I' I 2e 21 21 11 1' 1 2e 22 Zo 31 31 1' 1 21 2, 20 3e 3, 1' 1 2e 2, 2, 3e 3, 1' 1 2e 2, 2n 3e 3, 1' 1 2. 2, 2,, 3, 1' 1 2e 2, 20 . 31 0 A A ay IWor, 103 198 �Jba 103 93 13 103 103�,?� 191, 1W 49 �,Pgs 103 103 17 17", Sly,� �86 isS, Ios SOS 93 93 91 83 81 In 1PI SO $O 80 103 1 1 78 ' 103 05 85 85 "a 5 75 is Alo�yfsji :I Iii 10i 9,G 80 �17 77 103 93 Sa SO IOS 57 sr" -0�11 1 To 3 is 91 I ii 1, --1"71 47 IS 9' Is, 69 Is 103 �Z4, Is il � ' " 67 1 fW3 S2 71 73 65 �,t" I,` IM, 193' "e-f95 95' 115 as 111 102 102 102 8A �,S* '9' 98, �sq IS as 85 95 12 2 77,' 92 1 Is 3, At=' , i2 S2 77 51'," ST', 11 as 88, Iis J1, 95, #5 85 73 # 73 02 ",02 �tl- '71 67" 75 77 7 67 97:� W4 104" , FA 101 Im I g 57' Q I" 10,II usa_� 10, 104 194 IN 1" 41 47� S7 85 102 1WIiW ',45 "02", Is -5 a Sz, la"';, SO raytlo '104' INI 87� 87, S7 85 101' As' `94 ',92 7 97 97 al 94- 94 78 Is 'al, gi 91 is"11176 74 74 1 Js SS11__-,I o' i�, 7 71 ,'85 SS 85 721 AI,.y US, 106 ISO 105,105, 1'r, IS 105 _0 - I �S, �10� 191 201,"Si Is *5, ss� 84 92 92 92 92 271*45 A,, sx, `4 ,<98 S7 14 '96, 1 Its so so go w , 87 Ita I., Z '79 78 79 1- 3� - A-yW&W' jg 7 107, �jp% 107' 107 107 107I�IW,,IV, IWI, un,,� 107 _iV _107W7 101, IV 107 IW 107 107 1?1�, IM 106 M� IOG 206 106 ur par, :103; �1$, 103 104 IN 1W 100 ISO� 100 45#.60 "107 007 � I qI05, JOS IDS log 1, � or IS III I;V SO I 'i , 00 'so 95 IS 9 IS S2�,', s2 S2 92 a5 �, I 09 '10 % I AS' All., 1-6.1 103 103 92 92 92 82 82 103 99 89 89 99 79 79 103 46 86 86 86 76 76 103 97. 83 93 83 73 73 103 99 ...... 80 80 SO 71 71 103 86 77 77 777 69 69 103 M 75 75 75 67 67 I- Edo 103 99 SO M SO 71 71 103 86 77 77 77 as IS 103 92 74 74 74 66 IS 101 SO 72 72 72 N N 97 77 59 69 69 62 62 IS 67 67 6 SO SO 91 72 65 65 65 57 57 Array tnteriar 97 97 97 84 84 84 78 93 93 93 81 81 81 76 90 90 90 78 78 78 73 67 87 87 75 75 75 70 84 84 R 73 73 73 68 _a 81 81 81 70 70 70 66 79 79 79 H 68 68 64 7.20 A,t, Up 84 84 U 73 73 73 68 81 81 81 70 70 70 66 78 78 79 67 67 67 63 75 75 75 65 65 65 61 73 73 73 63 63 63 59 70 70 70 61 61 61 56 68 68 68 59 59 59 54 1'., to-., IN 104 104 84 84 89 87 104 IN IN 86 aS SS 84 M IW 100 93 93 93 81 96 96 96 SO SO W 78 93 93 93 77 77 77 75 K W 91 75 IS 71 73 87 27 87 73 73 73 71 0 p,f C 20 to 27 A111Y Up 93 93 t as 99 74 74 74 72 86 86 K _93 72 72 72 M _TT 83 _46- 83 83 69 69 69 68 SO SO 80 67 67 67 65 78 78 78 65 65 65 63 76 76 76 63 63 63 62 27 45 A-, 1-d., III III i 96 96 96 93 is 93 93 93 9i-85-82 90-66-90 H W 86 87 97 87 87 83 77 93 U 84 " 81 75 81 gi 81 K 81 78 73 79 to Array E'So 96 96 t ga 83 83 SO 74 SO 80 SO 80 80 77 72_ 77 79 78 78 78 75 69 75 75 75 75 75 72 67 72 73 73 I3 73 70 65 70 7171 71 71 68 63 as Array In 107 107 107 107 107 107 1071 107 107 104 104 104 104 104 105 105 101 102 101 101 101 102 102 97 97 97 97 97 99 99 94 94 94 94 94 97 97 91 91 91 91 91 94 94 88 88 88 88 88 45'.60 A- Edge as IS N 94 94 94 94 IS IS 90 SO 90 W W 53 93 87 87 87 87 87 90 SO N 84 84 U S4 U W 92 82 92 82 82 86 86 79 IS 79 79 79 83 93 77 77 r 77 7 03 ,97, 47 �I 87 87 77 ', 77 103",,g J44 '103 SO IISS, �,81, 72 64 '$9 79 71 71 7 ,L_ 64t' IN `75 Ayontt�,`,_ J�d is 15 7 , 72' :`1,t4 IS', 7 at 6 wi 701 "62 9C 67 67, 07 601 5 1 57 S7 W 41 II 7S� ss 79 ',44, g sa Sz, f 42 11 71 71 71,Z 0 Sk, 77 :74 74 74 '454 *4 1 7 to I. is as 64 2 73 73 73 111 71 61 S�i 61 59 !�4` 64 $4 49' VA 402 64, S4 94 96 14 7S $2 92 82 0 S9 I �W 73 1 73� 73 71 U 70 81 K 81 IS IS 71' 71 71 r sy 51;, 60 �".y StwW 1 94, s4 ��,94 91 84 '41 91 1,,' aj,'��, 0 v 87 87 'is, B7,� $4I,' al��0�,St 84, 184 84 S4 n A2,iI 79 73 791, -79 9� 77 11 7", 27W45 A, 'a, I, S, 78'73 79 79 IZZ" 76 I6,� �74 Is 47 �73 73 �In 73 73 IS 65, 71 7i as Is J, 67 67 764 am,102 " S 9277?a , 89 83. SO 45.60Array At g 51 il 91 = J7 � 72 72 A-, 1111 111 100 1. SOO 100 93 93 111 100 IDO 100 IM 89 89 101 101 97 97 97 86 86 10010093 93 93 93 93 100 111 90 W 90 W W III 9897 87 87 78 78 111 95 85 85 85 75 75 I Array Edge100 100 90 90 90 80SO 100 97 87 87 87 77 77 IOD 93 83 83 83 74 74100 9081 1 8� 81 72 72 111 97 79 78 78 69 111 84 76 76 76 67 67 1. 82 73 73 73 65 65 Array fMerbi 103 103 iO3 95 95 S5 103 103 103 91 91 91 95 102 102 102 88 SS 88 82 98 98 98 a 8� SS 79 as 95 95 82 82 82 77 92 92 92 79 79 79 74 89 99 99 7777 77 72 7 to 10 Array Edge 95 95 95 82 82 82 77 91 91 91 79 79 I9 74 88 U 88 76 76 76 71 85 85 85 73 73 73 69 82 82 82 71 71 71 67 79 79 79 69 0 69 65 77 77 77 67 67 67 63 A,, ' _7 IN IN IN 101 101 101 98 104 104 104 97 97 97 9,4 104 104 104 9,t 94 94 91 104 IN IN 90 SO W 88104 IN 104 87 87 87 85 102 102 102 95 85 95 82 99 99 99 82 82 82 SO 1O to 7 Array Edge IN 104 IN 87 87 87 85 101 101 101 U 84 82 97 97 97 81 81 81 79 94 94 94 78 78 79 76 91 91 91 76 76 76 74 SS 88 SS 73 73 73 71 85 85 95 71 7i 69 "' 105 105 5 105 105 111 105 IOS IV 105 105 105 96 105 105 105 105 105 101 93 101 101 101 101 101 97 SO 97 99 99 98 98 94 87 94 95 95 95 9 91 V 91 92 92 92 as , 92 2 88 171,45 It", Nat, 98 98 98 IS 94 87 94 94 94 94 94 W 83 90 SO 90 W SO 87 SO 87 87 87 87 V U 78 84 84 84 81 75 85 82 82 82 2 IS 73 79 79 79 IS 79 77 71 77 y Interior 0 Itl7 7 107 111 10 107 107 10 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 1107107 107 107 107 107 106 111 106 106 106 107 107 103 103 103 103 103 104 1. 10 IM 100 111 200 45 to 60 1 Army Edge 207 I .7 111 105 1 0a5 106 116 1 06 106 102 102 102 102 102 103 103 98 98 99 98 98 111 111 95 95 95 95 95 97 97 92 92 92 92 92 95 95 89 89 89 99 89 92 92 86 96 86 86 86 '0 A,�j "Os �I� 52 2 82 92 IOS,as,�10'11 85- 111 96 IS 'I* �76 IW, -9 83 Sa 83 71" IS SO 71 7; S7 t.,7 qiss Noik Im 99 �!,'W SO 71 77, 7 jig 1 86', 7,7 S IDO 82 71 Ss 74 74� ,IW,' 5, Im 72 72 77 ei 11 09 62 67 "94 IS7 84 IS 93Aa1 at 76 so 90 SO -Ys 87 247 87 Is 75 75,- 04 94 IB7" IS is, a 8#-*�7 79 79 IS a II In( 64 S4 84 73, '73 73 1 68 81 111,' 66 78 78 78 Is' 75 75 65 65 73 Is as 63 65 59� 70 SI as 68 68 68 59", 54 ,t, as sa 87 1" 104, PIA,86 AS 16, 84 IW 100 IOS, 'a; 156 96' as SO as SO?, '43 93 77' ,,77 77 75, SO 10 aq, Is 73, Pf 201,27 Array"'13 77� 77 77 75 174 11', 72 SO 96, 84�` 74 as I, 7i as, �ti 83 69' Is 67 <17 65 '78 ,ia 27to45 w 96 as 96 96 `S86"-1'13 IS9313 14 s,',S9 SO 90 90Z6 as'as AT? 87 87 87"as 77 83 84 W S1 81 81 S� 14-73 78 SU In 77 83 Sa`;si-SO, 741 90 SO w-171, Is70 78 78IS54 � 75'Si_I 67 71 73 '13 jI, SO" iii 71 71 71 72 fig 451.60 ItIsIgo"', 4 'Ii7,'107' 107 ,'IV $a �_,94 107 10754 ', '14 3 1? li�_ IV" 104' 104' �144 104 94 96" '90'zSO 'go 10Z SO ip� 17 :7 4 97 11, 17,,,, U 84, Ae S9 $a, as 94 82 N a� 9 94 , 4 82 82 82 97 11 86 1 91 94 83 94 as 17 77,, ",77 �88 77 -Y ,i., 100 97 87 87 87 77 77 100 93 84 8484 74 74 100 9081 81 81 72 72 IN 87 78 78 78 69 69 111 94 75 75 75 67 67 111 91 73 73 73 65 6S 99 79 71 71 71 53 63 0 to 7 1 Array Edge ISO 84 75 75 75 67 al 111 81 72 72 6472 14 91 11 70 10 70 61 12 9411 17 11 67 W 6(1 91 73 65 65 65 57 57 88 70 63 63 63 55 55 96 68 61 61 61 53 53 71. 2. tntenor 1 ArrayU 91 92 9i 79 " IS 4 as as 76 76 76 71 851 95 85 73 73 73 69 82 82 92 71 71 71 66 79 79 79 68 68 68 14 77 77 77 66 66 66 2 74 74 74 6464 6461 A-, Edge 79 79 79 69 68 8864 76 76 76 66 SO 66 62 73 73 73 64 64 6460 71 71 71 61 61 61 57 as 68 68 59 59 59 54 66 66 66 57 57 57 6 644 64 54 54 54 49 Array) 11eIII III 111 11 1 1 11 11 11 17 11 11 11 71 11 14 1 11 11 71 11 1 1 1 15 11 11 71 11 11 17 71 73 71 11 11 11 15 11 71 11 69 a 82 82 69 11 1 11 1 11117 Array Edge 87 87 87 73 71 73 71 84 84 84 70 70 70 69 81 81 91 69 0 69 66 78 79 79 65 65 55 61 76 76 76 63 63 63 62 73 73 73 61 61 61 SO 71 71 71 W W W 57 Array)Merl., N 94 94 94 91 84 91 91 91 91 91 87 81 87 97 87 97 97 84 79 84 84 84 84 84 91 75 91 82 92 82 82 79 73 79 79 79 79 79 76 70 76 77 77 77 77 74 68 74 271045 Lay E_q, 81 81 81 I8 73 78 79 78 78 78 76 70 76 76 76 76 76 73 67 73 73 73 73 73 70 65 70 71 71 71 71 68 63 68 69 69 69 69 66 61 66 67 67 67 67 64 59 N A- Interior _81 107 107 102 102 102 102 102 103 103 99 98 98 98 98 IN 100 95 95 95 95 95 97 97 92 92 92 92 92 95 95 89 SO 89 89 89 92 92 96 86 86 86 86 90 90 83 83 83 83 83 .51.0 Array Edge 1 94 94 H U as 88 88 91 91 85 85 85 95 95 89 89 82 92 82 82 82 86 86 79 79 79 79 79 93 83 77 77 77 77 77 81 81 75 75 75 75 75 79 79 72 72 72 72 72 92 I 1 S12 �sz 92 92 1 1 1 19 12 92 92 91 92 "ISS"'I" S' V a V a 78, 79 92, V 05 85 8 A.7 �,so Aolayl* 91 92 'go 90 so 90 77 as S," 92 92 83 I alt :'I as 7i �2' S7 79 "'79 as 69' 92 7 7 92 82 73 7 7a�`�Z �6�5 3 99 Is s' SO �$5 98 92 155 "IS 1 '91 �82 Is �r 98 85 as 85', 95 95 v 82 77 9 19 ,74, 89 89 89 77 72 7 to 20 6-5 9-c 'ss 82 S2 77 91 74 99 98 88 '7i",, �7s as -ss 85 73 79 75"�,O�� '42" 82 111, 71 71 t7, 79 IS, as, ig, 4 6�, 77 77 77 67,Isj,�O 16 ss 99 �SO 99 '99 99 as 99 SO W 99 " 99 �4 "isl 99 SO 99 Is 99 �ST,f,'V 87 85 '99 1 i!t, ;4" A as Is, - at 97 as 90", 94 ---- 82 97 97 97 179 84 94 78 Is 79:'I`Iii 4i '�s 1 91 76 74, 8 8 29,L 73� _;a 73 js a, I 1,- 71 69 )IS 105105. i 105 105 I�SO''I"lqa� �Iosllos""105 964 205 IDS 105 105 105� 7��I101 10197SS;IT, 97 �s Is a 12 as 14 1 54 WI90�939D SO 90 90 as 80'1 Ial, a? , V 27 94 7814 94,, 84 $4 79 IS 79 Is 71 jiI I ""Y" lOJ 11 111 SO7 IV 11`a;; .107" 07,1.107 107 107 107 IWI� �O� IV 107 r7 107 107 Un 107 111 IPT, EN 106 OD6,: 106 106 106 107 �Iua 103 IN SO 104 104 100 100 ISO Itia IOD 451o6O f 1`.' 2 102-102 133 103 as '98, 48, 98 ;98 111 111 9! 111 '92 -92' 92 12 92 95 !9 49 89 89 92 52 86 $6, 86 'S6v as A,,� kt... 11 8 92 92 99 99 99 79 79 92 92 86 96 86 76 76 9� 92 83 83 83 73 73 71 71 92 77 7 77 fi� 69 97 M 15S 71 0 to] Array Up 9 1 :.2 80 71 92 86 77 77 77 N 68 92 82 74 74 74 66 66 92 SO 72 72 72 64 N 92 77 69 69 69 62 62 92 75 67 67 67 62 60 %1 1 7�2 1, 1, S, Ot Array - 97 97 97 U N . _ZI 78 93 93 93 91 81 61 76 90 W 90 78 78 78 73 87 87 87 75 75 75 70 M tot M 73 73 73 69 81 81 81 70 70 7S 66 7 79 6S 68 a 64 7.20 A Edge 84V 84 84 73 73 73 68 91 81 81 70 70 70 66 78 78 78 67 67 67 63 75 75 75 65 65 65 61 73 73 73 63 63 63 59 70 70 70 61 61 61 56 68 69 69 559 59 5410 A-, Iw 99 99 99 89 99 99 97 99 99 99 96 86 96 8499 99 99 83 83 83 81 96 96 80 W 80 78 93 93 93 77 77 77 75 90 W W 75 IS 75 73 87 87 V 73 7S i3 51 f C 20.2 1,.y Edgo 93 93 93 77 77 77 75 89 89 89 74 74 74 72 96 96 96 72 72 72 70 83 83 83 69 69 69 68 W 80 80 67 67 67 65_ 78 _7878 65 65 65 63 76 76 76 63 63 63 62 A-, f-11.1 100 111 IM IW 96 99 96 96 96 96 9-9- -46-93 86 93 IS 3 8 __ __ 89 4i 86 82 96 90 M 90 96 80 86 97 87 97 87 83 77 83 84 . 84 %4 81 75 BI 81 81 81 81 79 73 78 27 to IS ., Ed, as 86 M 86 83 27 83 83 83 83 83 SO 74 80 80 K W 80 77 72 77 78 78 78 78 75 69 75 7S 75 75 75 72 67 72 73 73 73 73 70 65 70 71 71 71 71 as 63 as A-y Interior 107 107 107 107 107 107 107 107 107 104 104 104 104 IN 105 105 101 101 101 101 101 102 102 97 97 97 97 97 99 99 91 M 94 94 94 91 97 91 91 91 91 91 94 94 H 38 as as as 45 . 60 A- Up 99 Is 9,t 94 94 94 " 96 96 as 90 SO Is % 93 93 97 97 87 67 87 SO SO . . 84 84 84 88 M 92 82 82 82 82 86 86 79 79 79 79 79 93 _ii 83 77 77 77 77 77 It' 92, 0 87 87 7; _�7_ 71 2 112 84- 114 74 S2 "' 81 1 �'72 ��72 92 71, 78 79 7,8 159 0 - 42, ci 75 75-1 75 67 67 92 81 , 71� 73, is sS 65 75-71 71- 71 - 63 63 0 . 7 84 % 7, 75 0 V 81' 7iI 7i� 72, 64 64 92 78 V 70 70 'iV 'IS21 �62: 92 �S 67 67 67 SO sO If 73 65 65 57 57 as III :,6j' as 6 is _sS 86 68 IS 61' 61 ,as 53 74 88 88 SS_ 76� 76 76 71 85 SS 85, 71-, 69 82 81 Ill 7, 75 79, IS 68 68 " 77 7711 ?7, as as 66 42 74 74 74 N N 7ooza 64 76� 76 16 �'66 as 66 �'O2 IS 73 73 64 14 SD 7i a, 51 4 as 68 sq� 59 59 54 66 66", 66, si 57 ii 52 1 64 64 64 54 54 �54 49 100 IOD," 8 84 84 82 97 97 Ist , 91, � 81 81 79 94 94 54 IS I Ia '79, 1 190 SO 90 75 7,5 75 S7�: V 87 73,� 73 73 71 85 s5, as V 82 92 6 ,69 67 2Ot,I27 Ass` Edge Z 87 t7- 73 73 73 71 84 84 24:-' 70�: '10 70 1 68 Si 91 91 '76" " 150� as IS '78 Is 65 65 65 1 154 71i 76 76 '63 63 67 73 IS 51 41 71 71 , I as 57 "Y""' '14 44 94 _ 94 91 84 91 91, 93 91, 1 Z" 87 at 87 87 87 " 11�� S� 84 i4 84 al 75 st AS, 82 82 T2 79 73 7-9 79 7S, 79 SO 74 27to45 `v"'v �.,"j ItI SS 78 73 78 78 Is 78 73 76 70 76 76 76 76 , 76 "73 IS 73 73 73 73 70 65 76 -rj 71 71 71 , 68 63 19 65 0 as 59 64 45W60 10 '107 _2� 1,107 107 TO 102 102 102 102 IN 303 98 , 98' 99 58 ��98 100 ISO 95 95, ti� Is 97 97 52 92 92 V 12, 95 95 89 89 $5 89 89 92 9� 86 a6 SO SO SO 90 W 83 83 83,, 83 1'172 83 /,,oVEdg� ] 94 54, 88 , as 88 88 91 91 85 < 85 15 , 85 85 89 89 82 9j � Si"', aZ 82'1 86 i$6 79 79 79 79 79 83 83 77 77 77 77 77 31 81, Is , 75 75 75 75 19 79 72 72 -jZ 72 Maximum Rail Spans (inches) I ClickFit Ralf 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof - L-Foot -- Landscape G,.- " I - .- S�� , In, 150mg, --- -- 165�pl, -= - -Mmp-h 180 mph Snow Load C-g,n P-0 An le R..fL.,,, > Y 1 2e 2, 2n 3, 1' 1 2e 2, 2rt 3, 11 1 2e 2, 2n 3e 3, 11 1 2e 2, 2� 3e 3, V 1 2e 2, 2n 3e 3, 1' 1 2e 2, 2n 3e 3, A".Yj- 103 ;,85 so, jw n � ;71 103 85, 76 Ass , 68 76 W2 w 12 72 712 71;� 7-,� 15f 0 E2 '52 1�s 74 A 39 71 64 6� 5's 5 1 I C', A-yEdg. 97 77' Bs- 69 15S�� sZ.,' 152 92 73 56 66 -46 ss� v 70 0 63 63 54 -5�� ,SQ W, �-u) 51 51 SO 0� 77 6 53 53 � �, IS 45, ',45 A-Y �a 80 8' So So 6S 66 66 62r 63 59 69 69 5S 67 57 7 i7� -13 71" Z3 4-"`i3` "iS -S aR - 6, "6, '6S W 00� by", �66 66 S6 56 56 ;ci S2 52 48 So 4 45 -45, 46 93 7 7 88 88 es 7'4 72 84 8 4 M 70, 70 ao�� so" 6S'� 67 67 65, �7 ,!54 �64 74 74 A-yEdg.' 67 157, ��65 M 76 ',-76 64 62 7S 73' 73 fil 61 fil '65,' �7 57 5-7 55 6 L7 67 34 64 64 A-YSwil 87 2 S2 S2 32 8 2 A 79 '78 '79 78 78 75 70 77, -67 72 7,2 72; 27 69 69 65 69 67;, 6V 157 75 Sa, �,12 7� 71 7� 7� 71 711 'SS �Ss 68 68 66 61 �7 61 s2 6zl- V '6c-, 60 60 60 S1,: A,,�� JW �94 44 SA SS 95 S5 95 Ss gq� 91 S5 Z5 .5 95 S5 ,�Sl 81 - gl� 81 81 S4 841,11 '79-1 2� M 81 81 75 75 75 75 ',,75 a as� a, s2. 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A y Edge 65 65 ±6b 55 5 5 55 55 50 E, g� 53 " 46� 58 58 58 47 47 47 43 54 54 54 44 Q 51 S2 51 41 41 41 38 48 48 48 39 39 39 35 20 ,f C 20 . 27 "'Y - A-, Edge 82 71 82 71 82 71 69 69 67 60 60 58 73 68 78 78 6E 68 6 ' 55 65 65 55 55 - 53 74 65 - 14 61 6 5, 65 5 11 5� 12 :0' E2 71 71 W a� 48 46 GO 17 . as 59 " 59 " 59 45 45 45 44 56 5� 56 11 43 53 53 51 e3 3 4 i 4 27 . �5 Edge 77 67 77 67 77 67 77 67 74 69 74 . 60 73 73 73 73 70 65 61 55 70 E� 7D 6� 70 M 70 6� 61 61 67 58 62 52 67 58 & 5; 67 67 67 6e 57 57 57 59 64 48 54 64 54 64 62 56 62 51 45 51 61 61 51 51 61 51 61 51 59 53 59 48 43 48 _k-Y 45 1.60 �_' f-, -ay Edge 79 79 73 U 7A 84 84 73 73 73 86 75 96 79 75 �9 79 69 79 P9- 69 69 79 69 _T_ 2 72 92 76 76 72 G6 66 76 66 76 66 76 66 79 68 79 72 72 72 68 63 63 63 72 72 63 63 75 66 75 66 69 69 60 60 69 69 69 60 Ed W 73 73 63 63 67 57 6 7 57 67 67 �5 57 57 57 7 , , i� 782 74 s77 -�;7- v, aa - 'zI7 71 �,64 g4 s5 ss "'jg2 '6711, �6� 5,1 w 73� _W_ _S4 4g 62 5� _S445 74 ',,59 �sl �I 51 43,, 43 t 57 57 51, , " , 4s SI 5� 53 53 AS 45 'a '49 49 47 42 79 , , I I 39�' 39 s7 51 44 'aj s4 ��; 48'," '41, 41 �I 34 34 70 1 70 r� �,61 ��56 67 67 67 57 7 57 51, �64 '64, 53 48 61 61 61, 50E '1" sA 58 sa 47 47 47 41 54 -�S4 54 44 44 44 4 61 SO W �16 57 57 57 46 4 39 so _'Ao'��40 '50 S6� � I 40% 37, 47 47 47 as ag,� 44 ��U 44, 36 36 3r� 30 2 S6 67 67 -15' 5Z 64, 64 A 51 51 fiz 8 46 49 46 51 49 -61 , 11 --,47 4�1 58 58 W 44�L21L 54 42 "4z" '4' 51 11 '39 39 39, 38 73 7 73 '7q I's "�D' 6� ': 69 69 as 66 62 66 , 'as as ',ag �,)53 "'ss _±6 63 f _a_54 60 57 51, 51 57, 54 48 , 54 23 63 68 cl,,� 5 �'g� '0 as '0 . 57 51 57 �Sg ', ']56 ��56 "53 Ls 49 47 42 46 , LAS "46 44' 39 "4� 8 5 79 7911 1,9 ',79 81 81 75 75 1 75 71 j7,1 > _!', J, 71 74 74 6 ar, 71 , 66 66 66 sa sg 266 '63 63 61 63 �Aligy td9a, 75 75 69 '159 w"', 69 7 1 7� al 4, 62 A2 65 , g5 55� �4 4 62 56 56 56 '36 '��60 , �4' $a 53 5a 53 0'.7 A-, �Ie 9 � 82 80 80 N 71 71 :22 8 7: 76 16 68 68 92 80 72 72 72 64 6� 92 77 ES 69 69 62 62 82 74 66 66 66 19 11 11 11 64 '4 14 1 11 A,ey Edge 82 77 69 69 69 62 62, 723 6 66 66 58 58 82 70 63 63 63 54 54 92 67 0 60 60 51 51 BE 6� 6 48 48 a � " 13 4, 4, 7.2� A,,, t 84 8� 94 13 73 73 68 W 8 Ed 69 69 69 65 76 76 76 66 66 " 62 72 72 72 63 63 63 59 69 69 69 60 W 55 67 67 67 57 57 57 52 -.y Edp , 73 73 73 63 63 63 59 69 69 �9 60 60 W 55 66 66 66 56 56 51 63 63 63 52 52 52 48 ac EO 60 49 4 4� 45 57 57 57 46 46 42 6 20 t, 27 -ey Edge U SO 88 K as K 7 6; 777 77 75 6 67 65 U 76 88 88 75 76 74 64 74 74 . 64 72 61 U 71 ad 70 73 73 61 70 61 70 61 68 59 ad 69 80 Bg 67 67 69 0 57 57 67 65 57 55 77 67 77 67 77 67 6� 64 63 54 52 - 74- 74 74 62 5' __�_ - - 2 u 60 '1 ��I ��'7 27 te 45 A-V 1- �_y Edgd 87 75 87 75 87 75 87 75 83 93 72 67 72 82 71 82 82 71 71 82 n 79 73 69 79 69 78 68 78 78 7: 68 68 6 75 66 70 61 75 66 7,5 6 75 7,1 7,1 1�1 6, 6 g 17 7,2 '7 E 7,2 7�2 E 7,1 7�1 E 6 1 64 0 :d 4 60 a� . . ad �9 go �7 '7 , '7 45 t. 60 A111Y MWII -y Edge 10 H �W 99 92 9. 82 94 94 92 92 92 95 84 9 89 94 78 99 78 99 99 78 78 89 78 93 W 91 95 85 SO 74 74 95 74 85 74 85 74 88 77 88 81 81 81 77 71 71 71 81 81 71 71 74 84 74 78 78 68 68 78 78 78 69 68 68 81 81 71 71 75 65 75 65 75 75 75 65 65 65 41 Tlrd�ol 82 79 71 71 71 g3 8g 75 67 g7 67 60 �O �82 7]E,: '64 64 s4 56 �6 82 68 61 6,1" "'jsI 52 k 65 58 58 58 49 �s, 79 )63 �5 55 55 47 47 *4j Edge 82 68 62 a 2 a '53 "-53 '2' at 155 58 58 Ss 49 49, 77 54 54 ��;4 46 'Es 74 '5G" 59 �$D 57 43 43': ��I 55 47 47 47- 40 40 � 68 �45 45' 45 38 38 74 74 74 155 65: 65 � 151 71 71 71 61 61 61 S7 V, 67; 17 1 �58 '3 1 62 51 51 51 5S 59 �9 48 48 48 44 65 65 65, 55 'S6 "55 �'% 61 61 61 51 51 51 46 "as as 58 47 '59 ", 47 51 42 41 41 '38' 48 49 48 39 39 39 35 25 d c Almitw az 82 92 �69 �69, ,69, 67 7s 78 79 SS 65 65 64 74 74 14 2 , '62 �62� 151 71 72 Tj� 60 so 60 57 68 68 5a S6 sa ""6, 66 53 S3 sa ri jnr�� Edp, 71 71 71 60 U 68 68 68 55 55 55 53 651,65 2 '52 '52 so 62 62 W '43, 4�' 5 S9 45 45 45 44, 56 56 43 43 43 41 iil. 4S� ArrdyWew 77 77 77 77 74, '69 _�4 7�, 73 73 73 70 70, 0 0 6 7 62 w 67 67 7 6 ;s4 �57 54 a g4 64 6g 64 62 as &Z� fil 61 �",61 61 59 53 5 L'�L� I 67 67 67 C/ 64" as 64 14 15� 64 64 6� 55 61 "51 fl' 61 il 59 �L2 58 57 57 �Z' -�54 49, 54 54 51 �45 �$I 51 ` �I $I "�R 43 �8 a 4 S4 94 R4 �7 86 79 79 n 70 79 82 SZ, 76 6 76 76 76 79 79 1 75� " 69 69 69, 69 69, 73 _73, §7, 67, 67 67 67 73 73 i3' 3 a, 7 75 �,69 69 69 69 '9 ',P 7Z '66 66 66 _5�51 66 158 68 11 %a 6s" aB 66 66 w go go, w ''60, 6� '63e S 1 27 01.7 11- 82 7' 67 67 67 . 60 82 71 64 " d4 SS 55 82 67 61 61 _80 57 57 57 48 46 77 62 54 54 54 45 45 74 59 51 1� 1� 43 �3 A,,ay Edge 81 65 57 57 57 48 48 77 61 51 53 53 45 45 73 S8 49 49 49 4Z 42 70 54 46 46 39 39 67 51 44 37 37 64 g& 41 41 41 3� 34 7 t, 20 7Q 70 70 61 61 _jj 56 _�7 57 67 57 57 57 52 E4 S3 53 53 48 61 61 61 50 45 58 58 58 47 47 47 43 54 54 40 y Edge.... 61 61 61 W 5� W S7 57 57 53 5� 11 43 4� 41_39_ Sc 37 47 47 38 . �8 " . . M 3E �6 1. __�_A_, hle-, D 20 e, 2 7 71 11 11 11 11 6: 1 74 74 14 Q g2 1 70 1. Id 1. 'a 1. Ig _� El __5u �7 a' 11 55 SS 52 __�7 64 64 64 51 51 51 49 _. 6 T 62 _48 4_8 -4-8 _�6_ y Edge a, a, 67 G� E, 1� �d 61 61 61 47 47 47 46 58 58 58 44 43 54 54 42 42 42 40 51 51 51 39 39 39 38 27,� 45 A-1 1-1- 13 73 73 7� 70 65 70 69 69 69 66 62 66 66 66 66 63 59 63 63 63 63 63 61 61 &0 60 6g 57 51 57 57 57 57 57 Se 48 5� Ally Edge 63 63 E3 63 61 55 61 W W W 11 17 11 17 56 11 11 11 11 41 11 11 51 11 11 11 10 11 11 11 41 47 12 17 16 41 41 41 44 31 11 45 w W -ay 1 75 75 78 78 7 71 71 71 71 74 74 68 68 68 68 68 71 71 66 66 % 66 68 68 63 63 �_y Edge 55 6S 68 68 62 62 62 62 62 65 65 59 59 59 59 59 62 62 56 56 56 56 56 60 W 53 '3 .13 25 of 31 Maximum Rail Spans (inches) !ClickFit Rail 450124 (REVX03) Push -Mount on 0 to 30 Foot Roof - L-Foot - Landscape w"', BO mph 95 -Mp� -- - -�w mph nP, 1P, S- Load C-g,� Panel A, & R-fz- v 1 2� 2, 2n 3e 3, V 1 2e 21 2n 3, 3, V 1 2e 2, 2. 3- 3, 1. 1 2e 21 2n �3�3, V 1 2e 2, 2n 3e 31 1' 1 2, 2, 2, 3e �Iilo 3, V 1 2e 2, 2n 3e 3, oik,7 ' Al 81 Al t, al Ba' 'Si`II $1 61 al, IT er &I al 81 81 78 ZI ii a) Ei 51 -sl al�BE -e BI1E1 ?al a 77 77 ai"a 2174 , 7�al � svI 2 1 78 411 83 S3' 13 '81 13 3, As Ea BE 83 '93 as Jaae P 3 83 8;5 82 'B3 _83 83 8Z 82 2 �-41&.Yi,6;' 3' Is S3 S2 92 as "1 "717" as 83 05 -7% 79 '74 43 1w Ba iG' 71 BE -83 BE `,�, U, �, 9 92 BE 71 71 1 - Z I 1 1 as 69 atj 27 95 as as 'sZ5;as s 85 'as as as 85 ss�$ 45es 85 as as,�. i as 85 as 85 as- 05 85 ,85 85 � 85 78T� A"B2g � � I, so 25, BE85 95 as "as, 85 as B��aq v,01 al , 79 95'8 95 85 76 ` 76 LW,Ji5 -85 , �3 73 73 - ," 72 SE71, 11 ,jh 27 99�"94 99' jE9 95�, 05, '99- as as 99 99 "99 ga Ba 7 W 77 "'Ea 77 791 7 W 95 92 T�, 99 7 94 97,, ss� 95 -95 "as 91 14 ;J1 91 4 �ag � 98,11,99 'AaE 94 47, 94, 94, x, ',W 7 a7 E7 , E7 87 � 1 �,`, I I , 'I I I 14 x4 84 81 79 73 79 79 _W, �i il ii, i 101 W, 107 IP7 Iol W 17 11:,111 111 10, Sol 107,' 107 v 107, 107 IM 106 106 M 166 '10, 107�, 103 103 103 10 103 104 1004'= 2. 107 107 106 isc 105 136 M 1OZ, :102 102 107, 102, Be �Ip �'199 'I 4 _ a. a , = - � "f - al $7 S7 S2 92 , 9� as' 4Z, -is",; �5 $0, $9 Ba 89 " , E9 92 jfie 86 186 A,."-6., al al 81 81 81 81 81 81 91 81 81 81 79 79 81 81 81 81 81 76 76 81 81 81 81 81 73 73 81 81 80 90 80 71 71 91 81 77 77 77 69 69 91 81 75 75 75 67 67 -V Edge 91 V 90 80 SO 71 71 81 81 77 77 77 68 BE 81 81 74 74 74 66 66 81 80 72 72 72 N " 81 77 69 69 El 62 62 81 75 67 67 67 60 0 El 72 as ES 65 57 57 7.20 Array interior 8 83 83 83 83 78 83 83 83 81 81 81 76 93 83 83 7 78 78 73 83 83 93 75 75 75 70 83 83 83 73 73 73 68 81 81 81 70 70 70 66 79 79 79 69 68 64 Ed9l 33 83 83 73 73 73 68 91 81 81 70 70 70 66 79 78 78 67 67 67 63 75 75 75 65 65 65 61 73 73 73 63 63 63 59 70 70 70 61 61 61 56 68 69 68 59 59 59 54 3,1 f C _L1.V 20.27 A -{ as 85 85 85 85 85 95 :55 as 85 95 85 84 8 85 85 83 93 83 81 95 95 85 SO 80 80 78 85 85 85 77 77 77 75 85 85 85 75 75 75 73 85 9: 85 73 73 73 71 --- Array Edge A,., 1-ft, 85 95 sa 99 85 77 EE " 77 77 75 96 89 96 96 96 95 74 96 96 74 74 93 96 72 93 85 85 95 93 93 93 72 93 72 89 72 82 M 89 93 W SS 90 93 69 69 69 BE 90 90 M 90 BE W 87 c) SO 97 97 67 87 67 67 65 78 79 78 83 77 93 94 U U E5 84 65 65 81 75 63 76 7 76 63 63 81 81 81 81 81 78 63 62 73 79 27 t, 45 I'., Edge 96 BE U 86 93 77 83 83 83 83 83 W 74 80 W 80 SO 80 77 72 77 78 78 78 79 75 69 75 75 75 75 75 72 67 72 73 73 73 73 70 65 70 71 71 71 71 68 63 68 45 . EQ -ay 1-, Array Edgy 107 107 99 99 107 107 94 94 107 107 107 94 94 94 107 107 96 96 101 104 90 90 IN W W 101 90 105 105 101 93 93 87 101 87 101 87 101 87 101 87 102 90 102 90 97 97 97 97 97 U U 84 M 84 99 BE BE 94 88 82 94U 82 9� 94 94 97 97 91 8' 82 82 BE 86 91 79 91 91 79 79 91 94 94 BE BE 79 83 83 77 77 88101 88 77 77 az sz. zz sz 82 17, gz, 92 82 82 71 M as �1, $,1 $2, v 7Z 82 75 f,571 75 71 67 z,67� �81 ga, ��,)E� 73 65 "65 BE, �63; ai BE' 7S, 75 75'�'�< 67 82"', 01 ',-h 64 & �� 79 `14, '52-" 62 62 67- as 'E, M 53 BE 55 ti as as 0 79"'79 �8$ 76 Is 71 '13" as 82 82 as 79 79 68 68 la", 44 1,61, -/a 74 14 ;'SS �U 68 B4 71s, W :66' 66 66 62 73 '164 1�16i,' W 71 �11 68 59 59 11? 47 27 S4 11T, E7 87 �,El 81 81 79 47 3B 78 E7 ,al al 78T 31 87 73 73 1 -0 87 97 73 73 73,", 71 24,' 84 84� ",70, 70 76 ES as U, 66 78 78 78 16 76 76 65 63 73 """61 fil 61 71 SIC '94 31 91 �81 84 91, 1 12, �91 7s, �,71I 7s, 7a 92", ,�91 1S 497 81'' a _�47 1 78 A7 -�a -16 :5 67', 44 E4, 73 73 24 q -4 73�1 &2 n "71 82 82 71 71 79 f�, 70,f", 79' 79 , 31 a -,P'" 76 70 66 61 76 7 4 67 �64 .YEdv,- 103 197, 107 102 -IoZ 102 '19E, �Iql; 193 a&,,, 94 94' 98 �89 08 as 11�, 51 95 95 F. �p5 95 95 97 97, 86 < 92 '92�', T 79 a , 95 89 77 89 7 ,"es, 89 89� 01.7intr+wr Array Edge 79 79 79 79 i9 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 797' 79 77 71 77 71 79 79 79 79 79 79 79 79 79 79 74 79 74� 71 79 79 79 79 79 79 79 79 79 79 79 72 72 79 I 79 79 79 71 71 79 18 79 79 79 79 79 79 79 69 69 79 79 76 79 76 79 78 76 67 78 79 79 79 79 79 67 79 79 73 73 73 75 75 65 65 -y 1- al al EI 81 81 81 al al 81 81 81 81 al 81 81 81 81 81 81 EI 81 81 81 81 ., 81 81 79 8 81 81 81 81 91 77 81 81 91 79 79 79 74 1 91 81 81 77 77 77 72 -V Edge 81 81 81 81 91 91 77 81 91 81 79 79 n 74 81 81 81 76 76 76 71 81 81 81 73 73 73 69 91 81 81 71 71 71 67 79 79 79 69 69 69 65 77 77 n 67 V 67 63 M to 27Arra 8 82 82 82 82 82 82 82 82 82 82 92 82 2 :1 :22 :'1 :22 :21 :2� :'1 V ll B El B2 BE 82 al V El al 82 82 82 82 V 92 82 82 82 82 V 2 2 82 82 82 7 i- T 82 80 _�y Edg� 82 82 82 82 82 82 92 82 82 82 81 E2 82 79 82 82 82 78 78 78 76 82 82 82 76 76 76 74 82 92 82 73 73 73 71 87 82 82 71 TI 71 69 27.45 A-, in#xrror Array Edge 97 97 97 97 97 97 97 97 97 97 97 94 87 94 97 97 94 94 97 97 94 94 97 96 83 97 97 97 97 90 90 90 97 90 97 87 93 80 97 87 97 97 97 87 97 97 97 90 97 87 97 84 78 U 97 84 97 97 84 84 97 84 N 97 94 95 95 95 81 75 81 82 82 82 95 82 9' 8' 79 73 91 92 9 92 92 BE 79 79 79 79 77 92 a 71 77 45 . W "" -i., Array Eds. 10 IN 107 107 W 10 IM IM 107 107 107 106 IM 106 107 107 106 W6 107 107 102 102 107 107 102 IN 107 102 107 107 107 Ill 103 98 W7 98 107 BE 107 98 107 58 107 Im 107 1. 107 107 107 107 107 95 BE 95 95 95 107 97 107 106 97 92 106 92 106 106 ICE 107 107 103 92 92 92 95 95 89 103 89 MI 103 89 89 _19 103 IN IN 10 IM IM 89 92 92 86 BE 96 IN 100 86 86 *Or- ?,a 79 79 79 79 379`"79 7,9, 79 79' 79 79 79' -7,9;74„ ,'76 -76 79 79 7 9 75, P ,30, 79 79 79 79 71 69 69 79 iv 70 79, e -)1j 7S' 71 i7*9 "77, 17 77 BE 75 7s, ��74 -�4 i4 66 79 45, 72' ',,*4 Is ��J7 69 65 fa '52 67 60 79" al 91 8t 81 81 81 $1, 76 at 170 73 -21 81 el `,&1 81 73 73 Ac, 11 70 10 66 '36a 164 f6v, al 81 73731- --O� el" 81 al, '70 70 70 � 66 it 7B 'sI 75 75 'a -55�� 1 7i 73 73 63 63 ta :;,54, '70 70 I 6 1 61 BE 5 59 Ea 54 ZZ, BE 42, /82 a-, $2, E2 Sz 82 BE r,7a �Bs &2 82 . 77 77 EZ �,75 , " 1 1; 75 75 73 3 71 8?:� 7 82 -;7 07-97 a =97 96 $a 96 la 74, -96% '71 93- 53 PE, 43 $9 �`82 '70 29 92 12 82 `49 �,cs 0' 'T6 "so' 87 ,87 ��w So B7 67 67 8783 4, 79, 77, ',Oa- - 44 - ��84 'Es 65 65 81 75 E3 76 �5 152 91 a' 1,8 73 18 86 $6 as `86 /,,S. 83 77 as 93 83 93 90 74 20 aa,� 80 W' "W �80 t7 i` � -,16 75 75 75 �,V 72 57 72 7*' 7,3� ja e`73 70 IS 70 71 71 b8" 63 17 107 107 107 W7 107 07, A07 104, 104 104 104 104 1105 16S, 101, �M IPI ��Isl , 101 102 102 1 97 94 �47, 3191 al 91 91 -71"7 91 94 94,,�,/,,'U`,,,, a& 88 z jidg� aq--09 91 94 94 1, 94 qd� 56 01 1w 90 I x7 ',B7 87 87' 87 90 1 'L44 �1�� 1 a 11 11 1 1 821, 82 'Aal-i BE a6 79 1i �7 81 81 81 81 81 77 77 81 91 81 81 -- 81 74 14 81 81 al 81 81 7 72 81 81 78 79 69 69 81 81 7' -- 75 7' 67 17 1 81 73 73 73 65 - 65 81 79 71 11 11 11 61 " 1 :2 75 75 75 67 67 81 81 72 72 71 . 64 K 78 70 70 70 62 67 81 75 67 67 67 60 60 . . . 81 73 El 65 El 57 57 91 70 63 63 63 55 55 81 68 61 61 . -64 11 11 7 to 20 12"', n'M. Array Edge 82 79 K 71 79 BE ll 79 74 BE U N 82 82 76 76 82 76 76 66 76 76 66 66 71 62 82 82 82 73 73 73 73 N 73 64 73 6a 69 60 82 71 82 71 82 7 I 71 71 66 71 61 61 61 57 79 BE 79 79 61 68 68 59 68 68 64 77 77 77 59 59 54 Es cz 66 66 57 66 66 57 57 62 74 74 74 64 52 N N 64 y 54 61 54 49 0 20.27 Array interior Array Etlge _79 84 84 1 11 84 84 14 73 M 94 82 73 71 71 84 84 14 1 U 81 . 71 81 81 71 71 79 1 84 84 Sa 11 11 11 78 1 78 1 79 11 76 1 84 71 84 71 84 75 75 75 73 71 11 11 11 1 84 71 84 M 71 71 73 11 73 73 71 M M M 11 11 11 71 11 71 71 11 71 71 11 61 69 82 92 82 69 69 1 1 71 11 71 11 1 69 67 1 17 27.45 Array Interior Array Edge 94 94 81 81 N 94 91 81 91 84 91 78 73 78 91 91 78 78 91 91 78 78 87 81 76 70 87 76 87 97 87 76 76 76 87 76 . 73 78 67 U 73 84 73 84 73 84 84 81 75 81 73 73 70 65 70 92 71 82 82 71 71 82 71 79 73 n 79 79 79 68 63 BE ca 69 69 79 69 76 70 66 61 76 1 77 77 77 77 74 66 i 67 67 67 67 64 68 74 59 64 45 to 60 Array Interior 107 107 102 102 102 102 102 103 103 98 98 98 98 98 100 10 95 95 95 95 95 97 97 92 92 92 92 92 95 95 89 89 89 99 89 92 92 86 86 86 86 86 90 Bo 83 " as 8 83 Array Edge 94 94 98 88 BE BE 91 91 as 85 a 85 85 99 99 82 82 82 82 82 as 96 79 79 79 79 79 83 93 77 77 77 77 77 91 91 75 75 75 75 ll 79 2 72 72 72 72 7t- 76 76 �7 6 76, '�76, '7� �76 76 76 76 115 76 6 '16 76", 76 76 ?s 76,j, 76 76a 76 76 76 Ia,�7, 76 n 76 7EI 76,, "A".yc'[p if 76 7i 6 Ji" 76 76 1B� J6 �76 76 76 76 76 _76 7 76 76 '74� U 7r 76 76 12 "16 7;9,� 7B Is 70- 7e 76 Sa,'� 5�6 76 57 ;,65 7 76 Pr -w ','),a 70 Is '7B 1. 7E "_72, 78, '7a '79, 78 78 78 75 70 17S 9 7715, 78 78 7B 79 7& , 7A� -',: '78', 79 78 78 78 77, 7fi 78 78 77, J7 2 " 4 78, 78 78 7$� -514]4 78 18 78 79 74 -78 78 ��18 �76 715 71 79 7S I �1,1 -A 7a 0 78 ��,78 78 71 1� 78, 78 69 69 69 65 77 '1 777 7?�,V,, 367 A7 63 ED S SO BE ',84 go o so 80 W`" so r�0 80 ,84 S. so ED so so w "aa-/, w as ;(Ao �30. so so so ' ED 86 so'gosO sc SO Sao 7i:/,�6 W 80 ED 76 76 76 ,aD 71ac",40rr,kL'71 11 71 6s 21`� �5 � I 94� 94 �94 a4� 9,1� 94 1N N 14 11 ", �`N 94 e 54 93, 94 44 ," 94 4 9U ,94 -94 94 94 91 N 91 9Z 48 94 94 94 1C, 94 a . as ED AO $7 -'W', A7 S7 87 87 't 72�< $4. 94 ;�84 84 84 81 A 92 79 73 79 79 77 17j," 77 107 107 107 107 107, "s, 107, 107 P7 'A07 107 107 107 07 107 §57 E07 107 107 107' 107 W, �107; ��W7 107 107 106 106 1- W 106 10%, 103, 10 03 1 104,e saa/, IPO IW so 107 107 IT 1*6 106 106' 106 106 106 �LO2 ;102 102 107. IGZ IE3 '10', �98 98 �sg as, 98 200 1, -1 'a, '47 97 92 92 92 S2' A2 .1 El� , �`,, - , as as as 'as 86 0.7 A111Y -1- -V Edge 11 16 I6 7E 71 1 76 7: 76 11 76 E " 1 76 76 16 76 76 76 16 76 11 76 76 68 71 68 11 71 76 6 76 74 76 74 76 74 76 66 76 66 76 76 76 76 76 76 76 73 73 72 72 72 64 N 76 76 76 76 76 69 76 69 76 71 71 76 76 76 69 62 62 76 75 67 76 67 76 69 67 6' 69 76 76 75 75 75 N 72 65 65 65 67 67 57 57 7 to 20 Array M-111 -V Edge 78 78 78 a ;a 78 7 a 3 79 78 79 71 73 68 7: 7 7 7: 7 ;a 9 70 78 79 70 70 76 66 78 78 78 78 78 79 78 67 78 67 78 67 73 63 78 75 78 75 78 75 75 75 M 75 65 65 65 61 78 73 78 78 73 73 73 63 73 73 68 79 78 78 63 63 59 70 70 70 70 61 70 70 61, 61 _76 66 78 78 78 BE BE 56 68 68 68 59 59 68 6,1 59 54 4O PO C 20.27 IT-,.y -In-- ArrArray,Edge 80 80 80 K K 90 80 77 90 K 90 77 77 75 W 80 W 80 90 80 80 74 80 80 74 74 K 72 K W 80 80 W 80 go 72 K 72 K 72 BE 70 W 80 a 80 80 SO K 80 78 80 69 69 69 68 W 80 K W 80 80 77 67 77 77 75 W W 80 67 67 79 79 78 75 65 75 75 65 65_ 73 W W 8 73 73 63 76 76 63 63 73 71 63 62 45 interior 27.A,,, 94 9494 9� 89 94 9494 94 ---- 94 86 93 8 9�3 1 93 93 89 82 99 90 90 90 90 86 80 86 87 87 87 87 _65 84 84 84- 83 77 81 84 81 75 - -- 8176 91 81 .1 BY 78 71 18 A,,, Ed, as BE 86 86 83 77 83 83 83 83 83 W 74 SO K W K 80 77 72 77 78 78 78 78 75 69 75 75 75 75 75 72 67 72 73 73 73 73 70 65 70 71 71 71 71 68 63 6E 45 toW A-, t-w 1 107 107 107 107 107 107 107 107 107 IN 104 104 104 104 105 105 101 101 101 101 101 102 IN 97 97 97 97 97 99 99 94 94 94 94 97 94 97 91 91 91 91 91 94 9,t 88 88 88 " BE Array Edge 99 99 94 94 9484 94 94 96 96 90 90 90 90 93 93 87 97 87 87 87 90 90 84 84 84 BE 82 82 82 92 92 86 96 79 79 79 79 79 83 93 77 77 77 17 77 OtO 78 7S 78 78 78 �j 7Z 7l�, 79 7B 78 74 74 _93 7Z 78 78 �78 78 72 72 79 78 79 78, 6� S9 7S 78 75 75 75 67 7# 78 P 73 71 , " 1 71 71 6' 71 B3 T3 �' "= '78, 78 75 75 7E 6T �78 72, 72 72 '64 64 7a 79 70 70 70 62, 6 2 78 75 67 '�67 67' �Bo �60 -& 73 65 65 65 57 57' 79' 70 1 E, :'1 7 68 as :61 '61 a 53 �k V W¢erw 80 20 80 79 79_ 7s �74' o) 80 P �76 76 76 71 BD W :W 73 73 73 69 80 all w 7 ffi 7,9 719 79 68 68 cS 64, 77, 77 _77 66 66 66 62 74 74 '74,' 64 '64 fi. 61 `�.yedg, 75 79 74 69 68 68 "'s4 �76 76 7,5; " 66 66 62 76 13 '73 64 64 64 W 71 71 B, 71 61, 1 57 oB 68 69 54 59 50 54 lui 66 „ 156 57 57 57 15 52 1 6,1 64 B 54 54 '54 49 A11.VEt.1j.1 82, 82 82 82 8 gz� 82 82 � 81 al 81 79 82 82 is 78 79, 76 82 82 82 Is 75 73 '42 82 82 73 is -737r 82 'Sve �t2 , 71 71 71 69 8' xl AZ 69 s9 W 67 0 20t.2i 92, 82 92 73 73' _73' %�I 82 82 E2 - 70 70 70 58 $1, 81 '41 "sg 69 as 66 78 78 78, BE, ES", 65 �a4 Ai 7a 76 63 63 63 ra,, 73 73 �'61 61 61 60 71 4i 6, 60 *G,� S7 27 45 I= _j74 54-94 94 91; x-,Bl, 91 91 I 91 al 87 BI 87 87 87 � 47 E7 84 I 78 84 E4 84 U ,al '�Z IB S1 82 82 82 92 Is 73 79 79 79 '79 79 76 70 76 77�` 77 77 74 $2 7 ,1 , , 81 81 81 82 78 '73 78- 7E '7Z `78 '78 76 70 76 76 76 76 76' 7B 671 7a 73 73 73 155 "�O '71 71 71 71 68 BE 68 0"' 69 69 66 61 66 67 '157 '67f7 a4 � "N 59 "V k,te�a, 107 107 102 102 102 102, 102 103 103::.98 99 98 98 9a M 100 , 95 5S 95 95 1 �7 7 92 EiZ 42, sz I s2 ; 95 8�� 89 89 89 8g 5; w , 06 16 a. 86 BE 90 so �83 ga 83 as � 83 ,,Edge 94 94 88 W 88 sa ' 29 51' 91 85 35 95 85 85 W, 89 82 82 82 82 82 86 6 � 9 �q is, 7-4 , 79 '43 83 77 77 77 -,at 83 75 75 75 71 75 79 7E 72 7Z 72 72L72 Maximum Rail Spans (inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof -- 4-Foot -- Landscape Ground Erpowre AA- Speed-1 -130 140 mpn 150 mph r-160 rnpfi 170 ,,ph 180 mph Srruw toad my Pa-1 A,,gL, a..f Zone-, 1' 1 2e 2r 2, 3e 1, 11 1 2e. 2, 2,, 3e 3, Y 1 2� 2, 2� 3� 3, V I Za Z' se 3, 1; 1 M 2, 2n 3e 3, 11 1 2e 2, 2n 3e 3, si; so so 71 71 n a; I Is ?c 9,6 158 is W, 71 '4' 1 sl 77 69 as as 74 !66 ", as sl 55 81 "At 5' 0.7 81 77, 0 19 62 12 81 : 73; "A tis 'A St 81 70 63 ��63t"' S4e il '67 sc 60 51 1, 64 56 56 48 48 " at e�'>'eoeee �"ss 41 4t 83 nl 'f- ne, la 73 73 w _sq' #9 'Ry '60 76 76e 76 is, �cf 32� 72 72 63 63 63 W �67e"'ee��,eeeW 5 57 52 IU,20 AEdgeeee, 73 73e 73'e 61 63 63 59 65 -Jig;e w W 0 66 66 n sl 63 52 52 52 e 49 as 49 45 57 '5i A,,Ayf1a.*, 'n e a�, 77 e 77 e �n 95 ee as e 45 e 7 4 74 1; 72, $4 ga� a4 V _; �en _±3 fis eaD 8D W 67 67 V s5,' 77,� e, _77 fij 64 i5F-63 74 74e, Z"e if 26t.27 e Ahr.,Edaa'_ 80 e SO, ee 80 67 67 67 as 76 Ise Is 4 154 73 73 73 61 eee "61 e 59 - as 57 57 51 15S, , 67 67 :67 54 54 54 52 I 64 e e 52 Allfll ~-e e 97 xf e eSr,' 87 83 71 en al ls� 78 7;f 78 e: �e -Ira e" :75eeee ,79, 15, 75 Is 75 72 67- 72 e", e 7e2 7Z 72e, 69 64 69 69 e ea,, �65 62 xSi 27 �45 75 I's e 7s; 75 72 67 e, 77 71 65 68h as -le Si,sias is :65 65 65 65 57 62 62 62 eee Gi 54 W :s6 94 Sa, N 94 95 ,55 89 85 e; As j95 >83 41 91 85 e ee as e 45," as ise, sa 91 81 91 91 en '84�' 84 78 78 78 7S 78 81 al �"L5; e75 75-75 75 .5 60 e U 89 n' 87 K 82 92 U - al e7i If 78 19 80 W e 74 e 74 -77 7 71 71 71 e J4 68 158 138 IS e 7 1 n �e 65 15 interior S1 79 7f 71 7� 63 63 81 75 67 67 67 AO W 81 7� 64 64 56 56 - 81 68 61 _L1 61 _ 61 52 52 81 65 58 58 58 49 49 79 63 55 55 47 47 Ot, 7 Array Edge 81 68 62 62 62 53 53 91 65 58 58 58 49 49 77 62 54 54 54 46 74 59 50 50 43 43 71 55 47 47 47 40 40 68 52 45 45 45 38 38 Allay 1- 74 74 74 65 65 65 61 11 71 71 61 61 61 57 67 67 67 58 58 58 53 _50 64 64 64 SA 54 49 62 62 62 51 51 51 46 5 59 59 48 48 48 44 7.2. Array Edge 65 as 65 55 55 55 a 61 61 51 51 51 46 58 58 59 47 47 47 43 54 54 44 44 40 51 51 51 41 41 41 38 4: a8 48 39 39 39 35 Array Interior 11 11 11 as 11 61 17 71 71 11 11 11 11 11 11 71 14 11 11 11 61 11 11 11 61 11 as 17 11 11 68 11 11 11 14 11 11 11 11 11 13 S' 30 PO C 262021 1 Array Edge 71 71 71 60 W 0 58 AS 68 68 55 55 55 53 65 65 AS 52 52 52 W 62 62 62 48 48 59 59 59 45 45 45 44 56 56 56 43 43 43 41 A,,., h- 77 77 77 7 774- 69 /4 73 73 73 73 70 65 10 70 70 10 10 67 62 67 67 67 67 _48 67 59 _46 64 64 64 64 64 62 56 62 61 61 61 61 59 53 59 27-145 Array Edge. 67 67 67 67 64 60 64 64 sa sa sA 61 55 61 61, 61 61 61 58 5' 18 57 57 57 57 48 54 51 S4 54 54 51 45 51 51 51 51 51 49 43 48 �60 All., W 90 84-M 84 84 84 86 85 79 79 79 79 79 82 82 76 76 76 M 76 79 79 72 72 72 72 72 75 75 69 69 69 69 69 73 73 67 67 67 67 67 45 t, A,� Edge 79 79 73 73 73 73 73 75 75 69 0 69 As 69 72 72 66 66 66 66 has 68 68 63 63 63 63 63 66 66 W 60 60 60 60 63 63 57 57 57 57 57 Allay b-* e 82 F4 e _fPS7 67 as 60 81 js4 5 e, -55 a2 17 e fil 57 97 48 e 1 4 4' 0.7 6,e �57 s 7 e 48 48 77 �Ie6i� is '$I �"is 45 13 e Sg a, ee- 12 70 46 46 46 30 a 'e 44 _AA As I 1 7 54 v 79,_, Si 61 e 61 5i57 i7 577,jsI 14 14 a 4 �3 -of 61 so so So' a'St 5A 47 e0 54 34 54� _4e4 44 71. 20e; ale so5, so 46 47 4" 6 is $a533 43 asYt SGO50 40 40V 4 7 17 U` 3. if , 3a-if - la, ?65 65 U 0 74 6 'A7 eec7 67 ss 55 55 e A 1 41 62 ge, e 67 67 17 55 55 53 s4 sl fil 61 as 47, e e 46 59 e % ss " A� �j e 54 4 4 11 1 4 51 "aik e If 73; 73 ID 65 ;70 69 �6a 159 156 "W� �"ee',' s6 is 16 66 ee�ne� Sir 58 63 153 63 63 63 6 e so�ee�fio 14 eeee 57 sl 57 57 �57 49 eee iZ. 63 63 e 63, af 55 61 60 e, we e:sse 60 57 esfe��' 57 is 56 56 53 s2 52 1 44 49 AS e 47 46 39 44 95 a5e fa_- Is 79 79:, 'a a 7�s e ,1 -",-7,1 la 78 If ,74 ee74 62 68 68 11 b6 66 66 61 43 63 63 63 is e 75 rw 69 j7e' .11 f Z8 68ee 62 65 A '5 59 59 59 sse All, 1- 79 79 79 79 79 71 71 79 79 76 76 76 69 68 72 72 72 79 77 69 69 6 62 62 79 74 66 66 65 79D 7ti 64' 64 55 55 �2,, 7 Array Edge 79 77 69 69 69 62 62 79 73 66 66 5 66 58 8 ;9 9 ;9 0 63 63 " 54 54 Is " W all 6C 51 Si 19 64 56 56 56 49 AS 77 61 53 53 53 45 as 71.20 A-VI-1., 81 81 81 73 73 73 68 W 80 SO 69 69 6965 76 76 76 66 66 66 62 72 72 72 6' 6 63 59 69 69 69 W 60 1: 1 67 67 57 57 57 S2 A,AV Edge 73 73 73 63 63 63 59 69 69 69 60 60 AD 55 66 66 66 56 56 56 51 63 63 63 12 51 . . . A. 460 9 49 �9 A 51 57 57 46 42 _i0 A-, 82 82 V, 77 77 77 75 82 82 82 74 74 74 72 S2 82 82 70 n 70 is K as 67 .. 67 67 65 77 77 " 64 64 64 63 74 74 74 62 62 62 a �Oo Z1 Allay Edge 80 90 80 67 67 67 65 76 76 76 64 sA 64 62 73 73 73 61 61 61 59 :0 a 69 69 57 57 57 55 67 67 67 54 54 54 52 64 64 64 53 51 51 49 Allay f-1111 87 87 87 87 83 77 83 92 9 V 8-2 IT 7379M-78 78 78 75 70 75 75 75 7S 75 72 67 72 72 72 72 69 64 69 69 69 69 69 67 62 67 .46 ,.y Edge 75 75 75 75 72 67 72 71 71 71 71 69 64 69 68 68 68 68 65 6. 61 15 15 11 11 13 11 61 12 i 2 62 62 W 54 W W 0 W 60 57 51 -F-75 57 Al., M 1W 1W 94 94 94 94 94 95 95 89 89 n 89 99 91 91 95 65 as 95 as as is 81 81 .1 i� K n 3. 7. 1. 7. 78 81 91 75 75 5 75 45 60 A ay Edge 98 98 92 92 82 82 82 84 m 78 79 78 78 78 90 90 74 74 74 74 74 77 77 7'. 71 71 71 71 74 74 68 68 69 68 68 71 71 65 65 65 65 65 '79 AZ1.1 Is eee, 75 -67, 57 .�,67 sO 0 79 71 64 ee ^?sse e7q'�e6a 61 61 61 52" _7*1�,,ee'lee ' 78 - §ee 1 7 �AT 79 , is �l t8 58 'e is 49 49 7, 152 54 � �'74 59 5G 50 5G 43 �s is e) 47 �4j 47 40 40 68 45 38 e '-r- 74 74, 74ele, x65 is 65 61 71 �71e Si61 67 A7 �54�e, 67 e /#a�� 'P AS S4 e e FA 64 1 e sA 54 js�e�e 42 e' '52 SS Si 51 -6 ssr 49 as 44 7�iD ; sal '�g e '65 ss 55 55 so 61 'al of 51 if�ezeA6 se sa se ee47 �oee��e 47 s4 54 54 U As 51 31 41 41 41 '38 - 39 ';'ss as 59 l,9 ii,� 67 7� IT ee 18 �,65 65 14 71 14 1,eil 72 71 71 60 e 60 60 J7 rg is e 56 56 54 6 151 35 pf 20h.27 AllayEdp- e 71 71' e 71e, e eW 150 60 e 58 159 ee 5�. Z ss�AS3 A as is A, -eD 62 62 62 48 48 -49 59 '45 45 45 44 566 43 43 41 All- !11", e, 77 Ile 7Tee e 77 74 11 71 73 � 74 7!f 73 70 fiS e _e F0 70 70 67 67 67 67 CA Is 64 she 67 56 62 �3 55� 27 Yo 45 ay 67 67 67�'e A7 64 60 64 64 �64 14 s4 55 e 61 61 a, if sie 52 'eU SY s7 57 57 54 48 e 54 54 54 54 51 45 51 l+rter)or 84 U 84 84 U 86 is is 79 n 72 72 72 , �I2 75 75 69 ra, e69 69 69 73 ?see e :S?e,`Z7 5 67, e 67; W 45 to 6cAway '9G94 79 75 73 73 13 73 ee Is 75'e e7 ie� L69 1 69 63 63 3� 15& ee 15� W 60_ e ale 63 6se, es7 S7 57, 57e l-I n 74 67 6; A' " a 1 71 AA __19 GA a4 55 55 81 67 61 61 61 51 51 W 64 57 57 57 48 48 77 62 54 54 54 45 ` 74 19 51 511 51 43 11 I array Edge 81 65 57 5 :; 0 �s 11 61 5s 53 53 45 45 73 58 49 49 42 42 70 54 46 46 46 39 IS 67 51 44 44 37 37 64 48 41 a al All., 1-W 70 70 70 " 6, 61 56 67 67 67 57 _5_ 1 7 57 5 61 14 64 53 53 53 48 61 61 61 50 50 50 45 58 58 58 47 47 47 As 54 54 " 44 44 aO 71.20 Array Edge 61 61 61 So 50 So 46 57 57 57 46 As 46 s� 53 '3 13 43 43 as 11 . 10 Is 11 41 40 17 17 47 47 38 38 38 33 . 44 44 36 36 36 30 A— 1-d., 78 78 79 65 65 65 63 74 74 74 62 62 62 - 7070 70 58 58 S8 56 67 67 67 55 55 55 52 64 64 64 51 51 51 49 �6262 48 41 46 D 201. 27 1 Allay Edge 67 67 57 55 55 55 53 64 64 64 S1 51 51 49 61 61 61 47 47 47 46 58 59 44 44 4443 54 SA 54 42 42 42 40 51 51 51 39 32_ As 38 Array Interior ' 0' 1G 63 69 69 69 66 62 66 as 66 66 66 63 58 63 _58 63 63 63 63 61 54 61 as W W sO 57 51 57 57 57 57 57 54 48 54 21 t. 41 Array Edge Il al a� as 11 Il 61 60 W W 57 51 57 56 56 56 56 53 52 52 52 52 50 50 as 49 49 49 47 42 0 46 46 46 46 44 39 44 A111Y as 85 79 79 79 79 79 81 81 75 75 75 7: 7 78 78 71 71 71 71 71 14 74 68 68 68 6 68 71 7 61 11 68 11 61 61 a 45 ip 60 Array Ear 75 75 69 69 69 69 AS 71 1 65 65 65 6 65 68 as 62 62 62 62 62 65 65 59 59 59 5: A h, 62 As As A 56 56 . 60 53 :: 's 53 l9tsrh5c 76 ,76 - 71ee 76 76 71 11 71 , 7-en �76o • iT ' 7r , 72 2 Is 69 0 r. 62 e,62 66 1n; 66, 59 59 76 e' 0 1.7 Allay E 7 6a is sI s' 75 „73 is 58 76 7� 63 as �54 eeees4' l6 s7 60 6 0 60 51 5 1 76 64 56 56 56 48 48 76 Alalyelhl!n6,,e: �7B 76 73 73 73 60 76 78 69 49 165 76 76 76 96 ne, e 66 72 e 72 72 61 63 11 9 ip 6tl 60 55 6' :ee, all 67- e 157 57 e, 2 7t,20 j akl,i,cd�ee'ee'e 73 71' 0 153 is 59 Iss e $0 66 J"e' -55 16 e156 66 ' 46 4e e 56 '31 e 63 63 63 52 !N� L71 1' N 49 45 57 e 51 eee,e i7l e' 46 46 > 1�2 co so soe� 77 77 17 75 go sc 74 74 ee W W 85 le. la so w 67 a, n 1-1, T4 64 65 e 74 62 e, 60 90 ace 67 54 64 64 62 73 73 e 73 a'�ee is, il- ale 67 S4 54 54 S2 64 �51 51 e 49 Aa, hrj. 97 ;a� 87� a7 as 77 23 82 82 79 7i, 78 la 78 lie 70e 1 5 75 Is 75 75 72 67 ;'72 12 7? 72 If 69 64 69 69 ;69 nee, 12, 17 27 .45 e 75 75 75 75 72 67 72 71 e "1 e 71 71 e 69 64 is 68 69 68 �ig 61 �65 65 65 65 63 57 -,is 62, 62 62 e 67, 60 54 60 60 'Wee' 51 �1. W-W 100 100 94, 94 1 94 1 95 1-95 �sse ss as n 89 51 91 n e a, 85 AW, 31 n if al ale 24e n 72 78 79 78 78 ZI =Ifte 7Se 7.5 Is e> 75 >75 45 to 60 Allyfsine e 92�, n 82 92 84 Ue 78 78 73 78 78 80 80 74 ,'74.; la-- 74 ;74 "as 71 11 71 71 71 71. "e71 e74 74 68 as 158 fig is 71 71 esS �65 J55' 65 e 45 A-, _88 71 .98 71 11 71 71 1�1 61 16 11 17 7 17 0 1�1 1 71 1 14 11 1�1 71 1 6.1 11 1�1 11 12 11 11 18 58 41 11 71 63 11 11 11 47 47 Allay Edge 76 68 62 Q a is 58 :a a 4 49 ;s 62 14 54 as 4 74 , S' '. , '3 43 ;6 " 47 47 47 40 40 68 52 45 AS 45 38 38 A— 11 14 74 74 11 I's 11 11 11 71� 11 11 61 17 11 11 67 18 18 58 11 . 14 . S4 54 . as if 62 62 51 51 51 46 59 59 59 48 48 49 44 7.,, 20 -y Edge 65 65 65 " , " is i , 6 1, 5 , , :� 5 , 46 a a 58 47 47 47 43 5a 54 54 44 44 44 40 51 51 51 41 41 41 38 48 498 48 39 39 39 35 40 A-y W N K 69 69 69 67 78 78 78 65 65 65 64 74 74 74 62 62 62 61 71 71 71 60 0 57 68 68 68 56 56 56 54 Ga 66 a 55 53 53 51 p,f c AI.Y Edp 71 71 71 60 60 60 58 68 68 68 55 55 55 53 65 65 _T1 65 52 52 52 50 62 62 62__48 48 . 46 59 59 _59 AS 45 45 44 _56 56 56 43 43 43 41 All, 1-1 77 71 11 _ 11 11 61 74 11 737�__ 73-il- 65 ]0 70 A1_10_11 61 61 17 11 11 11 11 19 14 64 64 I 64 11 16 11 GI61 61 61 59 53 59 45 May Edge 67 67 67 67 64 60 64 64 64 64 64 61 55 61 61 61 61 61 58 52 58 57 51 57 S7 54 4 54 54 sA 54 54 51 45 51 51 51 52 53 as 43 ag _ al'a' interior w 90 84 's 84 84 " a 16 1: 19 19 11 7: 12 11 7: 11 11 71 11 11 11 Il 1 11 12 11 15 11 as 11 il 69 7 45 to Array Edge Is Is 71 73 71 13 73 75 75 a 69 69 a, 1 72 72 h as 66 6611 as 68 6663 63 63 63 63 as 66 60 60 60 60 60 63 63 57 57 57 57 57 A=. 78 74 67� V 67 60 W 78 7 I 64 64 64 5 e 55 78 67 61 61 e � 15, e 51 �51 78 64 S7 57 57 48 42 Ile 62 54 54 54 45 45 74 ,53 if 52 51 43 43 79 65 57 51 57 48 48 77 e 61 53 e e53 53 AS 45 73 58 49 49 49 e- 42 j42 70e ee 54 Ac 46 46 39', 39 17 e 51 44 " 44 37 37 64 48 4i1< 41 41 34e 34 70 7 70 ll 61 11 11 17 61 67 57 57 52 64 64 64 $3 53; 53 48 61 ' 61 61 50 50 50 ' 45e e 58 58 47 47 47 43 54 54 54 " 44, . 40 71-20 A ray E�g&ee 61 61 61 50 50 SO 46 e e 57 57 e57 46 46 42 53 53 53 e 43 '43 ele 43 19; e50 �5 50 40 40 e37 e 47 47 38 39 38 33 44 e 44 36 36 36 30 1 _X�� -Allayhfte6ar 7878 78 e 65 65 is 63 74 74 74 6 _46 62 0 70 70 70 58 io e 58 is i7 e 67 67 55 55 55 sZ '64 64 , 64 51 51 51 49 62 _62 48 62 4S-48 46 0 17 �f s7 67 67 55 55 55 53 64 64 ;e,14 562 51 51 49 61 61 " �7 �41 7 e 46 58e 58 59 44 4A "ee 4i $4 aA 54 42 42 42 AD 51 51 ', 51 39 Is e 39 L7w ;�7 73 71 73, 73 70 65 70 69 69 as 69 66 62 66 66 66 is 66 "!53' e 58 e 53e ell 63 63 63 61 54ee 611 is 60', 60 80 57 51 57 57 57 ee 57 57 54;, 48 54 As 1-YE49. 63 63 63 0 61 55 61 60 60 60 60 57 51 57 56 56 56 56 53er e47 '54 e 52 52 52 52 so 44 sO 49 49 49 49 47 42 47 46 46 e 46 46 44 39 e 44 7 ArweJ"�OAt 85 85 79e 79 79 79 79 al 82 75 75 75 75 75 73 78 71 71 ' 71, , 71 e71 74 74 sa 68 68 68", 68 1 71 ee 71 66 as 66 66 66 ii 68 63 6363 r63 45 xm 60 AyEjg� 75 75 69 69 69 69 69 71 e 71 65 5565 65 65 68 fas 62 e 62 62 62 62 65 e 65 59 59 59 59 =54 52 62 56 56 56 56 56 as 60 53 53 53 53 '53 27 of 31 Maximum Rail Spans (inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof -- L-Foot -- Landscape Speed 90 mph _ -.0- IWmP_h 110 mph 115 ph f20 mph Snow Load Cat P ... I A,gf, So& &,, 1' 1 2, 2, 2n I, 3r I I 2e 2, 20 a, 3, 1' 1 2e 2, 20 3e 3, V I 2e 2, 2n 3e 3, 11 1 2e 2, 2n 3e 3, " 1 2, 2, 2, U 3, V 1 2, 2, 2n 3,1 3, 0'.1 -Y 17tj,-, A"., Edge _77- 74 1: 11 , 7,l 11 1�1 _'� , 11 '� 1�1 , 11 1 74 7� , 1 14 7,1 '� 11 7� 1 14 7� 4 , 11 , 4 11 , 11 , 4 1�1 11 11 1: 7,1 74 , , 1 ': 11 7 4 14 11, , , 4 1: 11 , , 2 11 , 2 1 1�1 ': , 7�1 , 11 74 11 14 74 69 74 69 7' 7: li 74 74 7 1 74 74 74 7" 7 74 67 67 1: 7 74 74 73 " 13 74 73 ' 645 74 65 7.20 A,— Interior A-, Ed, 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 74 76 76 76 76 76 76 76 76 76 76 76 76 76 71 76 76 76 76 76 76 76 73 76 76 73 73 76 69 76 76 76 76 76 76 76 71 76 76 71 71 76 67 76 76 76 76 76 76 76 69 76 76 74 76 69 69 65 76 76 76 76 76 76 67 76 67 76 67 72 63 0 - 2020 27 Array �,, _778� 78 78 78 78 79 78 79 79 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 79 79 78 78 78 78 78 78 78 78 78 78 78 79 78 -V Edg. 78 78 79 78 78 79 78 79 78 78 79 78 78 79 78 79 78 78 79 79 78 79 78 78 78 78 78 76 78 78 78 76 76 76 74 78 78 78 73 73 73 71 78 78 Z� 78 71 �i 71 71 69 lnterfor 9 91 1 11 1 11 11 91 91 91 91 91 91 91 91 91 91 91 91 91 91 90 91 91 91 91 91 91 87 91 91 91 91 91 91 sS 91 91 EI 91 EI As BT 88 27 to 41 A,.V Edge :1 1 1 91 :1 91 1 :1 , :1 I :1 I 1 51 91 SO 83 SO 90 _ 90 SO _ _ 90 87 W 87 87 87 97 87 4 78 _8_ St EA 94 84 75 V_ 82 82 82 82 79 73 79 79 79 79 7S 77 71 77 _1100 45 to 60 An, I irrterinr 107- 107 IN 107 107 107 107 107 107 107 307 107 107 107 107 107 107 107 107 107 107 107 107 IE7 107 107107 107 107 107 106 106 106 106 106 107 107 103 103 103 103 103 104 IN IN 100 100100 A-, Ed, 107 107 106 106 IDS 106 106 106 106 102 102 102 102 102 103 103 98 98 99 N 98 IM lDO 95 95 95 95 95 97 97 92 92 92 92 92 95 95 89 89 89 89 S9 92 92 M 86 86 M 86 S li 1, 7 74 74: "74 74 '74 74 _,"IS 'A� 74 74 74 IC'�` 74 74 74 I �ay %ge 7 74, 7� 74 14, 71 71 _-174 74 ��U, 74 74 74� a 74 '74 74 14 6 74: 74 72 72 72 64 'Si 4 6 I A-1 AtSw __76 76 76 76 76 71, 76 �'T-s 76 �,J6 76- 76,, 76 76 76 11;'� 7S ts 7s '76 75 75 75 �7 9rfi, �76 73 73 13 18 71 W 70 0 76 68 160'64 "7's 7e, Is 7$ ES 76 70 6 76 7A 76 67� '63 7S, J5 75 65 65 65 61 73 EI, st 70 70,.�,jg SE I ts .56 '68 68, 59 54 A,,: 78 79 M, 79 78 78� �,7$ 79 79 S 7S 72 11 11 79 79, ?9, 78 78 72� 78 18i i' 1 'T 13' "78 Is ')6 78 73 7S A -78 '08 7 77 _11L 75 74 7- 7. "IS , A 1- 1. 7.1 _ , 69 0 69 "58 41", 1 '7S Sl 76 , 63 �7 A-V 91 9% qt� 91 '�l 9 '91 Ill, 11�� S s E 90, ED so 90 t� so x�"�,� lS7 87`,83 77 83 84 ta 81 "at at �3_ 78 27i.45 A, 83 �Sl 744� �w 7 78 7$ 7S 79 75 69 '7$ 75 11 , 75 7r, 72, 7 72 73 73�, , 11 71 71 71 As ' 'k7 107- 147, 107- 107 107 107 -07 1 w its M lei Ill 102 102 97 97 97 57 1 1 1 14 E4 51 �tt 'g- i 94 "S a 8&� '88 AS in 60 94 N 94 96 Eli St .7' So 90", '84 S4 84 E4 e4 se "�7 "' g p a" 83' 77 r P 7 71- 7 1- 76 76 71 75 76 76 71 71 76 76 76 76 74 74 76 76 76 76 76 72 72 76 76 76 76 76 69 69 76 76 75 75 75 67 67 76 76 73 73 73 65 65 76 76 71 71 71 63 63 Oto 7 Array Edge 76 76 75 75 75 67 67 76 76 72 7Z 72 64 64 76 76 70 70 70 62 62 Z6 75 67 67 67 W SO 76 73 65 65 65 57 57 76 70 63 63 63 55 55 76 68 61 61 61 53 Sa A-, 1�, 78 7 7: 78 74 79 78 78 76 76 766 7 78 79 78 73 73 73 6S 7 9 78 78 71 71 71 66 78 78 79 GS 68 68 64 77 77 77 66 66 66 6 2 74 7 4 74 64 64 61 7.20 A,., Edge 78 ;8 ;: 8 6: 6 68 76 76 76 . Es 6 62 73 73 73 M " M SO 71 71 j1 61 61 61 57 68 68 68 59 59 N AA . '7 57 57 52 EA 64 64 5� 54 54 AS A,., 1-, 80 80 80 80 80 80 SO 80 SO SO 80 W SO 79 80 80 W 78 78 78 76 SO SO 80 IS 75 7S 73 W SO 80 73 7: 80 69 69 69 6 7 D 20 1 Edge SO SO SO 73 73 13 71 80 N SO 70 70 70 68 80 SO ED 68 R AS 66 78 78 78 65 65 65 64 76 76 76 63 6 63 b2 J3 13 73 fit 61 61 60 JS ]I 71 60 SO SO 57 7,,45 Array 1- All., Edge 94 81 94 94 SI 8183 E4 91 79 84 73 91 78 91 91 18 78 91 91 78 78 87 76 81 87 70 76 87 76 87 76 87 76 87 S4 79 84 76 73 67 73 S4 73 84 73 84 84 73 73 81 75 70 65 91 70 82 82 71 71 82 71 82 71 79 73 68 63 79 68 79 79 79 79 69 69 76 10 76 77 EI 66 67 S1 77 77 67 E7 7; 14 .- 68 59 14 45 . SO 1.' 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Es 45 W 60 A,,.yEdp L4_ 94 96 96 go go go 96'; . AS E3 87 87, 47�/' A7� 90 so 84 84 Z4 O'" 88 W 82 22 2 82 96 Ae E,,- Z 79 83 83 77 2 77 71 77 ", Interior 70 70 1 11 11 70 70 1 71 70 71 71 10 1 70 11 71 11 71 71 71 70 11 11 11 71 70 11 70 1 17 71 70 71 71 11 1 70 70 70 70 70 El Ol 0 1. 7 Array Edge 70 70 ;0 70 0 E 7 67 ;I . 70 ;A ;I 0 70 E S 4 ;I 0 70 70 ;0 70 St E2 70 70 E7 67 67 0 7 70 Es EE 65 '; 57 70 E3 E3 ;01 E3 55 55 70 69 61 61 61 53 53 11. 20 Array t_.' Array Edge 73 73 73 73 73 73 73 73 SS 68 73 73 64 73 73 73 73 73 73 73 66 73 66 73 71 66 62 73 73 73 73 lS 73 73 -7 73 73 73 69 N 7 71 ;31 71 ;31 61 _75 71 71 61 61 _7575 57 73 73 68 68 _T5 _757S 73 68 68 59 --nn- 68 68 59 59 64 54 1 73 73 73 66 66 66 66 57 -T,- 66 66 62 73 57 57 52 73 _75 73 EA S4 _66 6' 54 _9 64 54 6' 49 A--, 7_1 75_ _T�_ 757S P5 75 75 75 75 75 75 75 5 75 75 75 75 T5_75 75 TT 3-r-jF 75 75 71 71 71 69 �15 5 75 6 69 67 D 20.27 Array Edge 75 11 ;'1 71 13 11 n 75 75 75 70 70 70 R 75 75 75 68 68 6S 66 75 75 75 65 65 11 L14 74 71 71 6' 63 63 62 73 73 73 61 61 61 60 71 71 71 60 SO w 51 -a' 1-, 87 87 87 87 97 84 87 .1 . .1 El .1 .1 .1 1 .1 .7 V . . . . . N - 81 71 SI 8' .2 8 79 78-79 7-9 7-9 79 79 76 70 76 77 77 77 77 74 U 74 27_5 Mray Ed, 81 81 81 81 79 73 7E 7S 78 78 7t 76 11 71 11 11 11 11 11 67 73 73 71 71 73 7. 6, , 70 655 70 7S 7'1 71 7I_ . S3 69 69 SO 66 61 67 67 67 67 9 N A-y Interior 107 107 102 102 102 SO2 302 303 I03 98 98 98 98 98 100 100 95 95 95 95 95 -97 97 92 92 92 92 92 95 89 89 89 89 89 92 _92 86 86 96 MS6 86 �90 96 R 83 83 83 83 45 to 60 Array Edge_94 94 88 88 88 92 82 92 82 86 86 79 79 79 79 79 :5 83 3 77 77 77 77 77 81 8375 75 79 72 72 72 72 72 Maximum Rail Spans (inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof -- L-Foot -- Landscape in mptl 140 mPh 150 m0 160 mph 170 mph 190 mph Sncw Load CItOgI,y P-1 A1911 koof2111 I All., Interior r 74 1 74 21 21 _L 74 74 1, 74 3� �111 71 71 1'1 74 74 2� 74 2, 74 2� So 74 69 3, 68 1 1 2� 74 74 72 21 72 2� 72 31 31 64 64 1' 1 74 74 2� 2, 69 69 2� S� 69 62 3� 62 I 74 2e 74 SO it 2n 3e 66 66 59 3, 59 74 ll 64 64 64 SS 55 A-, Edge 74 74 69 69 69 62 62 74 73 66 66 66 58 59 74 70 63 63 63 54 54 74 67 W SO 60 51 51 74 64 56 56 56 48 48 74 61 S3 53 53 45 45 Ito 20 All., 1-J., 76 76 76 73 73 73 68 76 76 76 69 69 69 65 76 76 76 66 66 66 62 72 72 72 63 63 63 59 69 69 69 60 60 W SS .7 67 fi7 57 S7 57 52 y Edge 73 73 73 63 63 63 59 OS 69 69 SO SO SO 55 66 66 66 56 56 56 51 63 63 63 52 52 52 48 60 60 60 49 49 49 45 57 57 57 46 46 46 47 10.27 A-"-- 78 78 78 77 77 77 75 78 78 78 74 74 74 72 78 73 78 70 70 70 68 78 78 78 67 67 67 65 77 77 64 64 63 74 74 74 62 62 62 as Amty Edg,, 78 78 78 67 67 67 65 76 76 76 64 6d 64 62 73 73 73 61 61 61 59 69 69 69 57 57 57 55 67 67 67 54 54 54 52 64 64 " 51 51 51 49 27 to 45 A-, lo �IAIIIY Edge 87 75 97 87 87 75 75 83 72 77 83 67 72 B2 92 71 71 82 71 92 71 79 73 69 64 79 69 78 78 78 68 68 U 78 fis 75 66 70 75 61 66 75 75 65 65 75 75 65 65 72 67 63 57 72 63 72 62 72 72 62 62 72 69 64 62 W 54 69 0 69 69 SO 60 69 60 69 SO 67 57 62 51 67 57 41 60 A-, 100 _75 100 11 11 11 11 11 11 11 11 1 11 11 11 11 11 11 11 11 11 11 11 1 11 11 11 11 _81- i4 84787-8 _1S 78 18 HS 81 15 11 75 75 75 A,,,, 11,1 as 11 12 al 11 11 11 84. 1 11 11 71 71 11 11 11 71 71 71 11 74 17 17 11 11 71 71 11 11 74 11 11 as as 68 71 11 11 11 11 11 11 A-YStorW 14 14 71 7 7� 111, 63 153� 7. 74 157 67', e 74 ?'��64 64 64 5 61 61 52 52 74 65 4' 7 63 '55 �55 vt.7�:; Addy Edge 74 67 '42 53 �S -14 65 5S as 44, 74 157- 54 54 55, '50 SO`� So 0 43 71 55 47 s- 52 45, AS 11 39 �; 38 AxvayfrtaW 74 74' '14 65 '65 45 6�j 71 71 71 a 1 Al al 57 67 67, 67 IS 58 58 Is a4 �'�64 14, 54:," 54 54 41 62 62 21 51 59 59 59 AS 48 48, 44 65 4 45� IS II fil 61 51 �1, "�sf, 41, 58 Is ��,Sg 47 47 47 s4,1',`S4 s 4 41� U 40 51' 51 1 19 48 48 -Is 39' -15 7s 78 0' s7, 71 78 38 55' ak" 60 to 60 57 6 68 0 S' " 1 5 45 p,f 17,1 71 so S& as as IS 55 59 49' 4a as 59 59 a :1',"' :,48 41�! 43 77 7711:7T7-7 77 7-4, 'IS 79 73 73 73', IS 70 ZO 70 70 70 67 6 1 , a7 , 14, '71 SO 64 64 64 52 ,sS,: OZ, Il 61 W, �61 54; 53,� 59 4, 67 61 j7, 17 W, 44 64 FA 64 1 'SI '51 ,1! 61, 61 61 57 151 1 S7�,,� V, 48 5. 54 54 IS �,4 5, sf, �51 51 51, ��51 48� 43"' 39'79 7 7 1 S2 16 76 ' 75 ?9 eZ 72 �,n, 72 7! 75 75 "s as, �!3 73 67, 67 67, 67, 67 as 2 7� 66 as "72� 63 66 SO Wt 13 57, ,.Si 31 57', 57 Array 111; A � 71 76 14 65 17 17 57 57 17 57 60481 10 48 43 71 71 76 61 14 53 14 53 64 11 53 45 11 45 76 17 61 73 58 49 61 49 61 49 51 51 42 4270 76 64 54 57 57 46 46 57 46 39 48 39 76 67 62 54 51 54 54 45 44 37 45 37 74 59 64 48 51 41 52 42 51 41 43 34 4' 34 Ito 20 All., 11 kw Edge 70 61 70 61 70 61 61 SO 61 SO 61 56 SO 4b 67 67 57 57 67 57 57 46 57 57 46 46 52 42 64 64 64 53 53 53 53 43 53 43 53 48 43 39 61 61 SO SO 61 SO 50 40 SO SO 40 40 45 37 58 47 58 58 47 47 47 47 47 39 39 38 43 33 54 54 44 . 54 44 44 36 " SO " 36 40 so 0 20.27 A,., i-io, 78 78 78 65 65 65 63 74 74 74 62 62 62 W 70 70 70 58 58 58 56 67 67 67 55 55 55 52 6d 64 64 51 51 51 49 62 62 62 48 " 48 4fiI 0 Edge 67 67 67 55 55 55 53 64 64 64 51 51 51 45 62 61 61 47 47 47 46 58 S8 58 44 44 44 43 54 54 54_ 42 42 42 40 51 51 51 39 39 39 38 27.45 ?tray interior Array y Ed" 73 I� 73 S3 73 2 63 63 70 61 - 65 70 IS 61 69 69 w w 69 SO 69 60 66 62 57 51 66 57 66 66 66 SO 56 56 66 56 63 53 58 63 41 53 63 63- 52 52 63 63 52 52 61 54 50 " 61 50 60 49 GO 60 49 49 60 57 51 49 47 42 57 47 57 57 46 46 57 46 57 46 54 44 49 39 54 44 45.60 A-, h-, May Edge 85 75 85 75 79 79 69 69 79 69 79 79 69 69 81 81 71 71 75 65 75 65 75 75 65 65 75 65 78 78 71 68 SO 62 71 62 71 62 7' 71 62 62 74 74 65 65 68 68 59 59 68 68 59 59 62 59 71 62 71 66 62 56 66 66 66 56 56 56 66 SO as GO 60 as 63 53 63 53 53 63 53 - 53 72 1 -,12 72 72 72 72 72 0, 72 62 7�, ?z 12 CA ' "u, A_YE49� 72 n as,,� 'sS L�11111' �",iz �2 72 '66 66 sg� SO, '72 70, IS IS ;'� �:�64 63 54 S;, '12 io" 51 51 72 14 SO 4s� os", 12 61 53 53 �64 a aS 45, ',sO ' 45 '1.20' A,,W f-6o,, 74 74 ,74 73 -'jJ3� Is " �Jsa 74, 74 74 69 65 1, Z4 74 74 66 65 66 s�', 7�z s., '00 :07 52 E11v 73 73� "78 63 ,as 69, 69 60 "'to �abe IS, Is 66 56 56 56 51" ]LI 21 1'i'6 42 is. 27 vattr- 76 , 7 ',7 76 76 76 74, ,74 70 7G� 70 _sS 7567, 67 67 65 76 76 64 64� IS,, 74 74, '62 6?62 606 AVIyEdp 76 76 64 '1" 61 6i *1 is, 57 55 67, E7 e 4 54 "54 52, 14 64 fl4 :,Sl IT 51" 49 4s Al 97 77 Is 82 82 8i $2, 78 78 78 75, ,70 75, 7s, 73';; 72 67 72 72 72 �,Jjl Is '64 65� 69 69 6s� 69 $7 S2 67 27 o,, ArnyL,�ge 75 '75 75 7Z 672 fl 71 71 71 cS S4 159 a as 69 6865 Ol as' �0`65� is 57 -1 62 £2 I IZ ri�jl_A W W e'OO 60 W`OO 57 " 45.60 AY'w' 100 WO, 94 94 a" 1' 95 8S S. 118 as If 91 , �85 as 85 as I,, 81 81,, at 81 91 14 14 ,'70 71 %71 11� 5, , e �5 8721 1, .2 il 94 84 79 7i 7rO , 18 90 80 ,74 74 74,' 74 '77 71 71, 71 71 74 74 . . . . . 68 69 68 0 �Wl, is;, 65 01.7 Art 1-1.1 72 72 71 721 1,3 13 72 71 S7 11 V SO . 71 11 64 64 64 16 SO 72 as 61 61 61 52 52 72 6S 58 58 58 49 19 72 63 5 SS 5 47 47 72 IS a, . I , S3 72 5 58 58 Is 49 49 72 62 54 SA 54 46 46 71 59 SO SO SO 43 43 71 55 47 47 47 40 68 52 4: 45 45 31 38 70,20 A -my �W., 7,t 4 65 65 1 71__s1__S1___61__5_7 67 67 61 59 58 58 53 64 64 64 _�54 5-4-49 _T2 62 51 51 51 4E 5 5 48 Q 48_z4 Array Ed, 65 65 65 55 55 55 SO 61 61 61 51 51 51 46 " 58 58 47 47 47 43 54 54 SA 44 44 " 40 51 51 51 41 41 41 38 39 39 39 35 C 20 tc 27 A,,, 11 71 11 11 19 19 17 71 16 76 65 65 65 64 74 74 71, 62 62 62 61 71 71 71 SO fib 60 57 68 68 68 56 56 56 54 66 66 66 53 53 53 51 Array 1 71 71 71 SO 60 60 58 68 68 68 55 55 55 53 65 65 65 52 52 52 SO 62 62 62 48 49 48 46 59 59 59 45 45 45 44 56 56 56 4 4 1 43 41 27,o45 Array 17 17 777 77 71 11 11 71 71 T3 73 _706S 70 -TO _7070-70 -67 62 67 67 67 6 67 64 59 64 64 " 64 62 56 62 61 61 61 61 59 53 59 I," Edp S, S7 �7 64 W 64 64 64 6� . 6� 55 61 61 61 61 58 52 5E 57 57 57 57 54 48 54 54 54 54 54 51 45 51 51 51 51 51 48 43 48 41 .60Array interior 4O SO 94 U 84 94 84 86 86 7: 7�9 79 79 79 82 9 76 76 76 76 76 79 79 72 72 72 72 72 75 75 69 69 69 69 69 73 73 6; 6 67 67 67 y Edge 79 79 73 78 73 73 73 75 75 6 0 69 69 69 72 72 . 66 66 66 SO 68 68 63 63 63 63 63 . 66 SO 0 SO 60 SO 63 63 5 5; 57 57 57 A11O, i�le 7.i7- 17 57 ',67 60 60 _71 S4 64 fW 55 SS 7� 67 e 61 61 61 �51 I! �,74 i�T', 17 -j4-7- �j-, Tt7�� 7:7T sq si :51 - Of43 �.Vfdp 74 OS,, 57 "',57 $7`� 4a 0 74 61 53 53 45 45; 73 58 49 49 49 42 42 "70 16 4 11 39 67 51 'ST 04 0 41 �41 1 34 34 "7W70 Array Utl,,ft, 70 70� 70 al 61 Il 56 67 67 67 57 ;5T 57, 52 64 64 .53 53, 53 48' 61 50 45 59 58 '58 47,� 47 ;,17, 43 '54 '5A 54, 44 44 40 A-yEdg,, 61 61' 61 50 $0 50 4a 57 57 57 46 ',Ar;, 42 53 53 51 43 43 "43 39, :so w 56 40 49, 37 47 47':,47 3" S, 33i U Ot 44 36 w 3fi SO Al� 20 271, 78 -10 78 155 fS,1 65 43 74 74 74 62 60 70 1 0 58 59 '58 $15: 157 S7 IT, 55 IS 55 52 64 51 �51 '.9 2 62 fiz "A 48 48 46 Etip 57 6)' - 67, 55 IS 55 53 64 64 64 $1 " al '51, 49 '51 61, 5 47 47 47 -% 58 W 99'; U 44 44 43 54 54 42 �42 �,51 51 51 3R 3� 39", ?a ___!�jov �t 73 -11- 73 �73 , 70 0'� 7a 69 0 SO '1 , S, 62, 66 $6 66 66 Is 63 58 as , S3 �a 0 63'z $1, 54 61 60 60 0 57 57 �i7� 57 49' 54 45 'A,,.y Edp 63 Is 6a "1 63 61, 55 61 ISO so IS so '117" 51' Si '% 56 56 55 53 47 53 52 �: 52 52 51, 50 44 5� 44 V,57 49 47 L�42 4 177, 1 46 46' 46 4,4�' 1 39 44 �s 1. 6� A11AVJto1 _T 5 -85,' 79 7) 81 81 75 7: 7, 71, 7S ?1 721 7 11 ?1 14,, 74 64 "63 63;; 63 153 �y Edge is, 69 69 71, 71 65 6 JS IS 17: 68 as 6 6 '52 65 59 'a 60 53 5 ss. "53 'as ..7 t"t, 1-1- 68 68 68 68 68 68 68 68 68 68 68 68 as . 68 68 68 68 68 64 64 OR 68 68 68 68 62 62 68 68 66 66 66 59 59 68 68 64 6' al 55 " Array Edge 68 68 68 68 68 62 62 68 68 66 66 66 58 58 61 68 63 63 63 54 54 68 67 60 60 SO 51 51 68 04 56 SO SO 48 48 68 53 53 53 41 41 ,0 �7 All, Array Edge 1 70 70 70 70 70 63 70 63 70 68 63 59 70 70 69 69 70 69 69 W 69 69 SO SO 65 55 70 70 70 66 66 66 66 56 66 56 66 56 51 70 7D 63 63 70 63 63 52 63 63 52 52 59 oS 69 60 69 69 60 60 W as 6D 49 49 49 55 45 67 67 57 57 67 57 57 4fi 57 46 57 46 52 42 �, 7 Array Interior Array Ed, 73 73 73 73 73 73 73 67 73 67 73 73 67 65 73 73 73 73 73 73 73 . 73 73 . 64 72 62 73 73 73 72 72 72 70 61 70 U 70 OB 61 59 73 73 69 69 73 67 69 S7 67 67 57 57 65 55 73 67 73 73 S7 67 04 64 04 54 54 54 63 52 72 72 64 . 72 . 62 SS 62 S1 62 51 60 49 27 to 45 A-1 1, Array Edge 84 11 . 11 84 M 71 11 83 12 77 83 17 72 82 82 71 1i 11 71 11 71 11 11 69 64 71 69 78 78 78 as U 68 78 68 75 66 70 75 61 66 75 75 65 S5 7S 75 65 65 72 67 63 57 72 63 72 62 72 72 62 62 72 aa 64 62 60 54 69 60 69 69 GO SO 69 SO 69 SO 67 V 62 51 67 57 SO lrvterlor 10 1 94 94 94 9� 9,1 95 95 89 99 89 89 as 91 91 85 as 85 85 85 88 IS 81 81 81 81 81 84 84 78 78 78 78 78 91 81 75 75 75 75 75 A,,, Ed, 88 88 82 82 92 82 92 U 84 78 78 78 79 78 80 80 74 74 74 74 74 77 77 71 71 71 71 71 74 74 68 68 68 69 68 71 71 65 65 65 65 65 Oro 7 A-V Mterw IS as 69 158 '1$ t363 a 68 67 67 ')S,; SO "" 60 tg Is '64 64 64 '�56 56 68 �68 61 61'- 6} 52 52 fig 65 '-58 TZ 49 49 ag 63 55 55 55 47� 47 Arny Edge as 69 62 �152 62-53 53 68 65 58 1 159 49 49 0 62 54 54 S4 ,'46 46 68 59 50 50 ' 50 43 43 68 55 it 47 t42 47 "40 67 52 45 45 45, 38; 38 7. 20 A,.y iw 70 70� s5, 65, 65 61 70 70 70 61 fif :61, 57 '67 67 67 58 IS 58 53 64 6,t 64 54,' 54 54 49 62 621 5�, 51 t& 59 59 59, 48 49 48 144 �ayEdge IS al� 65 IS as 55 50 61 fil fil 51 '15j' 51 41 58 59 58 47 47 47 43 s4 'S4 54 - 44�, iA " 40 51 51 1 �IZ 1 I i jL Si a 48 41 313 39 39 35 ArraylMerau 13 7S 73 aq as 69 fl 13 73 7 65 '65 65r 64 17 72 72 62 62 S2 61' 71 71 71 6p, 66 60 57 fig 68 "a& Is 56 66 54 66 66 e53 S3 53, 51 60p,( �tav 71 71, 71 60 60 IS 68 68 6: Ss 5�, ss� sa a 66 65 52 52 52 62 '62 152 4a_.. 44 4.9 46 59 51 1,* 45 4$ 0 ,66 , SO 56 56 43 '43, 43 41 27 45 -Edgo A: y ln�lo 1l1 77 77 77, '77 74 69 74 73 73 73 TS SO 65 70 70 70, 70 70 67 62 67 67 17 67 67 ... .... 64 59 ..... 64 64 64:64 14 62 �S6 ��6 ,fit 61 61 61 59 53;. 59 to dp 67 67 67 67 04 '50 64 El 54 Ll� 11 61 61 61 11 51 51 a 17 11 7 57 14 4.8 1� 54 54 �,54 54 51 '�5 si 5 51 51 51 48 43 ' 48 - Al�yljor A-yEdn, 90 79 99 79 84 84 84 73 73 73 84 84 73 73 86 IS 75 75 7S 69 71 �61 a 79 79 69 69 SS 69 82 82 76 7f 72 S6 76 75 66 66 76 76, as 65 -19 79 72 72 72 �� 68 68 63 63, IS 72 12 75 63 63 66 75 S`' so IS 69 �69 150 'co, 69 73 73 63 63 67 ,67 57 57 67 67,' 57 57 '67 57 Oto 7 1 A-1 Edge 70 70 70 65 67 67 57 57 67 57 60 fib70a, 48 48 7s 70 61 64 53 6464 53 SS 53 45 55 45 70 67 61 70 59 49 62 49 6£ 49 5 t 51 42 42 70 64 69 54 57 57 46 57 48 46 39 48 39 70 67 62 54 51 54 54 45 44 37 45 37 70 59 64 48& 51 41 5 41 51 41 43 34 43 34 7 to 20 Array 1 X 70 70 61 61 61 56 67 67 67 57 57 5 52 a4 64 64- 53 53 53 48 61 61 61 50 50 SO 45 58 59 58 47 47 47 43 54 54 54 44 - 40 Array Edge 61 61 61 So SO So 46 S7 57 57 46 46 42 53 53 53 4S 43 43 as 50 50 50 40 40 40 37 47 47 47 38 38 38 33 44 44 44 36 36 36 30 D 20to 27 Array Interior_75 A111Y Edge 67 7S 67 75 65 67 51 65 15 65 63 55 53 74 74 64 64 74 64 62 51 _46 62 62 51 51 60 `t9 70 70 70 61 61 62 58 47 58 47 S8 56 47 46 67 61 58 58 67 55 58 44 55 55 ba 44 52 43 64 54 64 54 54 51 51 51 Q 42 42 49 40 6262 51 51 62 51 48 39 39 48 39 38 27-5Array Array Edge 73 SS 13 63 73 73 63 63 70 61 65 70 11 69 69 So 69 69 IS 62 N 51 " 5] 66 6k 66 56 56 Sfi 66 56 63 53 58 63 47 - 63 63 52 52 6 63 52 52 61 S4 SO 44 61 LO SO - So GO �4s 49 SO 57 51 49-47 42 57 47 1 17 `,6 11 46 11 4s 54 44 1 S: Sd 45 to. A,,,, 11 �Z�,' �75 SS 71 79 79 79 71 1 S1 71 L 75 7 71 71 78 71 71 71 7� It 74 14 74 68 68 &S 68 �68 71 7' 66 � 66 All, 75 69 _ 69 69 0 69L 71 71 s, __ 6'1 6'1 fi'Jaa __ 68 62 Q S2 62 5 sS 9 59 S� 59 So SS 62 62 56 56 56 56 56 60 60 S3 53 53 53 53 Company Feb 19, 2021 Designer 0:43 AM Job Number: Checked By: Section Properties: ecrion9 450'24 (REVX03).DXF Section Information: Material Type = General Shape Type = Arbitrary Number of Shapes = 1 Basic Properties: Total Width = 1.575 in Total Height -� 1.575 in � Y Centroid, Xo 0.000 in Centroid, Yo = 0.786 in X-Bar (Right) - 0.787 in X-Bar (Left) _T - 0.787 in Y-Bar (Top) - 0.788 in Y-Bar (Bot) - 0.786 in Max Thick = 1.575 in Equivalent Properties: Area, Ax = 0.373 inA2 Inertia, Ixx = 0.151 in^4 Inertia, lyy = 0.100 in^4 Inertia, Ixy = -0.000 in^4 Sx (Top) - '-- 0.191 inA3 Sx (Bot) = 0.191 inA3 Sy (Left) - 0.126 inA3 Sy (Right) - 0.126 inA3 rx = 0.635 in ry = 0.516 in Plastic Zx = 0.222 inA3 Plastic Zy = 0.180 inA3 Torsional J = <No Caic.> As-xx Def u = 1.000 As-yy Def = 1.000 As-xx Stress = 1.000� As-yy Stress -�� - 1.000 C:\RISA\SectionProjectl Page 2