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Home My WebLink AboutStamped Engineering Letter 1555 Freedom Blvd Provo, UT 84604 SOICIUS Phone: 844.357.2258 Email: solarpermits@solcius.com Structural Analysis Report Solar Panel Addition for: Hadavi Residence 5466 W Bavarian Pass Fridley, MN I have examined the existing Truss framing with 2 x 4 rafters @ 24 inches on center spanning 6.5 feet that support the roof of this structure. I have performed structural calculations finding the framing to be adequate for gravity and uplift loads applied to the roof by the solar panels, including snow loads applied as point loads to the roof framing, where applicable. The attachments and railing are also adequate without reinforcement for the loads imposed when installed with the attachment spacing shown in the drawings. We recommend the attachments be staggered as shown in the drawings to avoid overloading the rafters. I hereby certify that this plan,specification,or report was prepared by me or under my direct supervision and that I am a duly LiceWa al Engineerof the state Signature: License Number: 57699-6 Solcius Job # P-247104-22 Digitally sealed by Aria Hull Z:L /ir)50�r� Prepared by Arlo Hulick Date: U August 10, 2022 License Expires 6.30.24 Structural Calculations Rev 7.00 1/6/17 Job# P-247104-22 SOICIUS Hadavi Residence August 10, 2022 Table of Contents General Notes 3 Project Data 4 Dead Loads 5 Live Loads 6 Gravity Load Increase 6 Lateral Force Increase 6 Solar Panel Support Frame 7 Wind uplift on Mounting System 7 Lateral Forces Analysis N/A Roof Framing Analysis 8 Snow Load Calculations 10 References Attachment Pull-out Capacity R- 1 The following reference sheets are attached and inserted behind construction plans. •Solar Panel Characteristics •Mounting System Specifications •Rail Specifications Drawings Roof Plan PV- 02 Attachment Spacing PV- 05 Racking Elevation PV- 08 Structural Calculations Rev 7.00 1/6/17 Page 2 Job# P-247104-22 SOICIUS Hadavi Residence August 10, 2022 General Notes 1)These structural calculations are not intended to be applicable for non-structural items including, but not limited to, electrical, waterproofing, or drainage. 2) All construction methods and materials shall comply with the building code listed in the design criteria. Structural Calculations Rev 7.00 1/6/17 Page 3 Job# P-247104-22 SOICIUS Hadavi Residence August 10, 2022 Project Data Project Location Fridley, MN Design Criteria: Building code: 2020 Minnesota State Building Code Design Specifications: ASCE 7-16, NDS 2018, AISC 2016 Roof snow load on solar panel 55.1 psf See snow load calcs supplement Roof snow without solar panel 55.1 psf Risk category II Basic wind speed V 109 mph Wind exposure C Roof angle 0 12.0 deg. Roof zone 2 Interior component GCpi +/-0.18 Seismic design criteria Lateral analysis is based on percentage of weight added to main force resisting system and is independent of seismic force parameters. Per IEBC §1103.2 existing design does not require retrofitting if added weight is less than 10%of original weight. Existing residence Roof area 1580.0 sf Eave to ridge distance 15.5 ft Roof rise 2.6 :12 Ridge height 15.3 ft Eave height 12 ft Mean roof height hr 13.6 ft Roof structure: Truss Roof material: Asphalt Shingle Proposed PV system Solar panels: ZNShine ZXM6-NH120-370/M Solar panel rail system: EcoFasten ClickFit Mounting System: EcoFasten GF-1 Flashing w/L-Foot Attachment screws: (1) 4" x 5/16" lag screw Structural Calculations Rev 7.00 1/6/17 Page 4 Job# P-247104-22 SOICIUS Hadavi Residence August 10, 2022 Dead Loads PV System Panel wt 45.2 Ibs Panel frame wt 5.2 Ibs Conductor wt 3.0 Ibs Total weight 53.4 Ibs Width 40.87 in. Length 69.09 in. Panel area 19.6 sf Panel dead load 2.72 psf Roof Type wt Covering Asphalt Shingle 5.4 psf Sheathing 7/16" OSB (See Note) 1.8 psf assumes weight of heavier Roof framing 1.0 psf plywood for purposes of Roof load 8.2 psf checking the framing Ceiling Joists 0.0 psf Mechanical, Insulation 0.0 psf Ceiling 5/8"gypsum 2.8 psf Ceiling load 2.8 psf Total roof and ceiling load 11.0 psf Floor Type wt Covering Carpet& pad 2.0 psf Underlayment 3/4" Plywood 2.5 psf Framing 10.0 psf Mechanical/ Electrical 2.0 psf Ceiling 5/8"gypsum 2.8 psf Other 0.7 psf Floor dead load 20.0 psf Walls Type wt Covering 7/16" OSB 10.0 psf Sheathing 3/8" plywood 3.0 psf Insulation 1.0 psf Framing per 1' of rafter 1.1 psf Interior surface 5/8"gypsum 3.0 psf Wall dead load 18.1 psf Structural Calculations Rev 7.00 1/6/17 Page 5 Job# P-247104-22 soliclus Hadavi Residence August 10, 2022 Live Loads Unbalanced roof snow load S 55.1 psf See snow load calculations Roof live load Lr 20.0 psf Cd = 1.25 Governing load 55.1 psf Snow load governs, based on max (load/Cd) Snow load on panel 55.1 psf See snow load calculations Gravity Load Increase Rafters Rafter length 15.5 ft. Rafter spacing 24 in. on center Roof area trib to rafter 31.0 sf Original roof load 254 Ibs Dead load only Panel trib width to rafter 24 in. # Panels on rafter(portrait) 0 # Panels on rafter(landscape) 3 Panel area trib to rafter 20.4 sf Added weight 56 Ibs % Load increase 21.9% FURTHER ANALYSIS REQUIRED (see page 8) IIEBC §1103.1 Lateral Force Increase Roof trib area to MFRS 790 sf Interior wall trib to MFRS 0 sf Floor trib area to MFRS 0 sf Interior wall weight 8 psf Wall trib area to MFRS 212 sf Interior wall wt to MFRS 0.0 kips Roof wt tributary to MFRS 8.7 kips Floor wt tributary to MFRS 0.0 kips Wall wt tributary to MFRS 3.8 kips Original wt to MFRS 12.5 kips # PV panels trib to MFRS 20.00 panels PV system weight 1.1 kips %weight increase 8.5% Lateral force increase <10%, existing MFRS is O.K. IEBC §1103.2 Structural Calculations Rev 7.00 1/6/17 Page 6 Job# P-247104-22 SOICIUS Hadavi Residence August 10, 2022 Solar Panel Support Frame Maximum span length 70 in EcoFasten, Exp. C, 109 mph, zone 2, EC055.1 psf Rail span 48 in snow,see allowable rail span chart. Attachment spacing is O.K. The mounting system is adequate for the proposed fastener spacing. Wind uplift on Mounting System Governing Load Case: 0.6D +0.6W (ASD Load Case 7, ASCE 7-16 §2.4.1) Attachment spacing Sattach 48 in. Attachment spacing Spefp 19 in. Mounting point trib area Atrib 6.3 sf Atrib=Sattach Sperp Pressure Coeff. GCp (up) -3.0 psf ASCE 7-16 29.4.4, fig. 30.3-2B, zone 2r Array edge factor yE 1.5 ASCE 7-16 29.4.4 Pressure equal. factor ya 0.6 ASCE 7-16 fig. 29.4-8 Velocty Pressure Coeff. (qh) 30.5 ASCE 7-16 29.4.4 Array trib area 34.8 sf = module area * # modules in array Mean roof height hr 13.6 ft Bldg ht adjust factor X 1.00 N/A, used only in ASCE 7-10 Topographic factor K, 1.0 ASCE 7-16, Figure 26.8-1 Design wind pressure P -80.2 psf ASCE 7-16, Eqn. 29.4-7 Dead load 2.7 psf Wind load -80.2 psf Net Uplift (0.6D +0.6W) 46.5 psf(upward) Uplift on attachment Puplift 295 Ibs Puplift= Net Uplift Atrib Attachment screws used: Use (1) 4" x 5/16" lag screw Min. embedment depth 3.25 inches Pull-out capacity per inch 582 Ibs Pull-out capacity per manufacturer, see page R-1 Tensile capacity 1890 Ibs Attachment is O.K. Structural Calculations Rev 7.00 1/6/17 Page 7 Job# P-247104-22 I ICIUS Hadavi Residence August 10, 2022 Existing Rafter Analysis Beam properties,size, spacing and span Douglas fir-larch#1 & BTR assumed Rafter span L 6.50 feet Rafter spacing 24 inches Rafter size 2 x 4 Additional point loads may be considered-see Section modulus 3.06 in next sheet, "Point Loads for Rafter Analysis" Allowable stress Fb 1200 psi Beam Load Diagram Size factor CF 1.50 Repetitive use factor Cr 1.15 w2 P3 P1 P2 w2 Cd shown for individual load cases below ® w1 All other adjustment factors = 1 Loads on roof and solar panels 0 Roof dead load 8.2 psf X1 X2 X3 X4 Panel dead load 2.72 psf 0. 4 0 4 0 Roof live load 20.0 psf Wind uplift -50.4 psf L/2 L/2 Wind downforce 16.0 psf Snow load on panels 55.1 psf Assumes slippery panels Snow load on roof, no panels 55.1 psf Assumes non-slippery roof(except metal roofs) Loads prior to installation: w(plf) Cd w/Cd Point loads from solar not applied prior to install D + Lr 56.4 1.25 45.1 0.6 D +0.6 W up -50.7 1.60 -31.7 D +0.6 W do 35.6 1.60 22.3 D +S 126.6 1.15 110.1 D+S 126.6 1.15 110.1 Governing load case is determined by max w/Cd Total load before install: 823 Ibs =wL Rafter end conditions Continuous at one end Moment at center span 535 ft Ibs =wL^2/ 10 Check member for adequacy prior to install: Stress (=(M/S)*12"/ft): 2097 psi O.K. Adjusted allowable stress F'b 2381 psi = Fb * adjustment factors given above Loads after install Point loads applied from solar panels-where the point load is outside the span, load =0 Structural Calculations Rev 7.00 1/6/17 8 Job# P-247104-22 I ICIUS Hadavi Residence August 10, 2022 Points listed as "staggered" are on a different rafter, and therefore have no load applied load location on rafter 0.6 D +0.6 Moment Point load span (ft) trib (sf) D + Lr W up D +0.6 V D +S (ft Ibs) 1 3.3 6.3 17.2 -181.3 78.0 366.2 1190.1 Staggered 5.3 0.0 0.0 0.0 0.0 0.0 0.0 3 0.1 6.3 17.2 -181.3 78.0 366.2 30.5 Staggered 2.1 0.0 0.0 0.0 0.0 0.0 0.0 5 6.4 6.3 17.2 -181.3 78.0 366.2 2349.6 Staggered 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7 0.0 0.0 0.0 0.0 0.0 0.0 Staggered 0.0 0.0 0.0 0.0 0.0 0.0 9 0.0 0.0 0.0 0.0 0.0 0.0 Staggered 0.0 0.0 0.0 0.0 0.0 0.0 11 0.0 0.0 0.0 0.0 0.0 0.0 Staggered 0.0 0.0 0.0 0.0 0.0 0.0 13 0.0 0.0 0.0 0.0 0.0 0.0 Staggered 0.0 0.0 0.0 0.0 0.0 0.0 15 0.0 0.0 0.0 0.0 0.0 0.0 Staggered 0.0 0.0 0.0 0.0 0.0 0.0 Distributed loads on rafter span where not covered by solar panels w 1 0.0 0.0 0.0 0.0 0.0 0.0 w2 6.5 0.0 0.0 0.0 0.0 0.0 Roof dead load 3.3 0.0 0.0 0.0 0.0 0.0 Governing load case D +S Total load (Ibs) 1099 52 -544 234 1099 3570 Cd 1.15 1.25 1.60 1.60 1.15 Load/Cd 955 41 340 146 955 Reaction on right 549 Ibs = moment/ rafter span Reaction on left 549 Ibs =total load-reaction on left = reaction on left * span/2-sum (moments from point loads Max moment 626 ft Ibs left of center) Reduced moment 521 ft Ibs Applies reduction in moment due to continuity. Stress (=M/S/12"/ft): 2044 psi O.K. Adjusted allowable stress F'b 2381 psi =Fb * adjustment factors above. Structural Calculations Rev 7.00 1/6/17 9 Job# P-247104-22 Hadavi Residence solaus August 10, 2022 Roof Snow Load Calculations Ground Snow Load Pg 50.0 psf Thermal factor Ct 1.1 Flat Roof Snow Load Pf =0.7 Pg C.Ct IS 38.5 psf PS= CSPf Solar panels are assumed cold and slippery: Cs(slippery) = 0.97 ASCE 7-16 fig. 7.4-1 Ps(solar panels, slippery) = 37.2 psf Ps= CS Pf Non-metal roof without solar panels is assumed NOT slippery: Cs (not slippery) = 1.00 ASCE 7-16 fig. 7.4-1 Ps (roof, not slippery) = 38.5 psf Ps= Cs Pf Unbalanced snow load Pitch: 3:12 Is pitch< 1/2:12 or>7:12? No W (horizontal projection of eave to ridge) 15.2 ft Is rafter simply supported? No Snow density y 20.5 pcf ASCE 7-10, Eqn. 7.7-1 Unbal. drift ht hd 1.7 ft ASCE 7-10 fig. 7-9 Unbalanced drift surcharge 0.0 psf ASCE 7-10 7.6.1 Length of drift surcharge 10.1 ft ASCE 7-10 7.6.1 Solar array distance from ridge 3.0 ft Unbalanced snow load on rafters 50.0 psf I*Pg*Cs applied as unbalanced snow on leeward slob Unbalanced snow load on solar panels 50.0 psf I*Pg*Cs applied as unbalanced snow on leeward slob Drifting/sliding snow on low roof Balanced snow height hb 1.9 ft = balanced snow load/density Clear ht from bal. snow to high roof hc 2.1 ft Upper roof length I„ 15.0 ft Lower roof width wiOW., n Lower roof drift height hd 1.7 ft Lower roof drift max surcharge pd 35.8 psf Lower roof drift length 7.0 ft Solar array distance from upper roof 6.0 ft Lower roof drift surcharge Plow drift 5.1 psf not combined with sliding or rain surcharges Sliding snow surcharge Psliding 0.0 psf combined with balanced snow only(ASCE 7-10 7.9) Rain on snow surcharge Prain 0.0 psf combined with balanced snow only(ASCE 7-10 7.10) Snow loads used for design,considering unbalanced and/or drifting/sliding snow as needed: Ps design (solar panels) 55.1 psf Ps design (roof without solar panels) 55.1 psf 10 Job# P-247104-22 I SOIC I US Hadavi Residence 8/10/2022 a0 EcoFastenTM D V d /�i ES D E C Company US Headquarters 1 4141 W.Van Buren St.,Ste.2 1 Phoenix,AZ 850tK US Branch 1976 Brady Ave.,Ste.100 1 Atlanta,GA 3031S Table 1 Ecofasten Clickfit L Foot Allowable Capacities''' Load Direction Test Quantity Average Peak Deviation of Critical Failure Safety Allowable Failure Load(lbs) Test Results Is1 Mode Factor I61 Capacity(lbs)(7j uplift 111 5 1745 8.68% Aluminum 1.95 895 Rupture Compression 411 5 1783 3.55% Aluminum 1.95 914 Rupture Lateral Parallel to Aluminum Rafter 14) 5 615 4-45% Rupture 1.95 315 Lateral Perpendicular Aluminum to Rafter i1 5 571 2.33% Rupture 1.95 293 Table 1 Footnotes: (1)Capacities apply to a minimum rafter size of 2x4,a deck thickness of 7/16"m greater and lag bolt secured within the center 1/3 of the rafter width with a minimum 2.S"edge distance. Rafters should be in a sound structural condition with no sign of rot,decay or pre-existing damages. (2)The uplift direction is upward perpendicular to the roof surface.The uplift capacity shall be used when the direct wpporting rafter has a specific gravity 0.42 or greater (3)The compression direction is downward perpendicular to the roof surface. (4)The allowable lateral capacity is applicable when the vertical face of the L bracket is normal or parallel to the rafter. (S)Deviation reflects the variance of the highest or the lowest test value from the group mean for the respective loading direction. (6)Safety Factor is associated with respective failure mode recorded and determined per ADM-2015,NDS-2018 and ASTM-7147 (7)The Allowable Capacity is equal to the Average Peak Failure Wad divided by its safety factor. Sincerely, Matthew S Kuzila,PE Structural Engineer QPOFESS/°N� X 41� Date: 2� N° a 2 0 21 .04.01 9 ° OF C 18:49:3 5 -07'00' ALF Gang Xuan,SE Senior Structural Engineer EcoFasten an Esdec Company"1877.859.3947 www.ecofastensolaccom I mfo@ewfastensolar.com R-1 Maximum Rail Spans(Nxhes) UickFit Rail 450124(REVx03)Flush Mount on 0 to 30 Foot Roof -- L-Foot-- Landscape Govb 90 rrp♦ 2D11 rrpr 110 t W 21-1 rtp' ISO—Vol Seer L..d P.-.4 Ar64. amf Z.— 3. 1• � 1• h 2n J. 3, 1 2. 2, 2n 3. 2, 3 3. Ir 1 1 1• 2, 1r. 3. Ir 1- 1 1. 2, 2, 1. lr 1 1 2. 1, 1n s. 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I A. 1: a. A. al 91 al A. al a. .r r9 a: 91 S. 91 ai 7G to s1 a: al al 21 71 Tl ■1 al p so aO 71 71 I1 a: 7T T7 ra 63 a a1 rs 67 67 A—wever at 11 NO 6- n 71 41 al T) 7T as Asa 41 /1 74 74 74 to t4 31 NO 72 72 72 t4 to aI r] as 67 a9 tJ a2 at t7 67 67 to all a1 ]I t5 6'1 t5 57 S1 7 b 20 Artw 1"w.or w It a] as as al n ■1 23 as 11 a: 11 7a 93 13 as l3 7a n T3 93 as as n 7s n 70 93 as al 73 71 71 Oa s1 K. 11 TO IO 713 at 19 ro T9 rJ to Asa 64 Arr.r. tap as a3 al 73 T] 73 to ■1 al at TO ro IO 66 7a 73 79 67 07 67 a] 75 rS 75 t5 a5 LS 6L n 73 73 at 63 03 S9 70 tl 7U 61 61 51 w Y N as " 59 54 54 10 pd L 20 to 27 Arrw Mwrer as a5 IS as US a5 95 ■S 25 IS s5 17 9S M 9s a5 as 93 93 t1 at a5 IS a5 NO 0O NO ra 95 In as 77 77 n 7S 15 3S a5 75 71 n 73 95 9S as 73 n Is 71 Art.r'CVa. m 15 I1 77 T7 77 n ■S 25 as 74 74 14 T2 9s a5 as 73 72 73 TO 93 93 a3 M a9 w to s0 s0 so 67 al 6T OS n TA n V% a5 6S a3 n n n as 63 as a2 27 to 4% Art.p Mwrer N 99 n 99 96 N 96 9t :e 90 96 91 06 93 93 93 93 93 n 92 in 90 90 90 90 at 31) b 1T al 97 67 43 77 43 N N 14 M at 7% at at 41 91 at n 71 7a Arr.r[ap w b 30 at as 77 93 as a3 as 93 1D 74 10 b s0 no 1D 71 12 77 7a 7a 79 75 7S is n n n 7% r5 72 67 72 n T3 71 T1 70 611 70 n 71 n T1 M 613 69 45 to 00 Array.rtwror 307 107 LOT MY 107 207 107 307 MY 204 IO4 L}6 104 L04 IM LO'. 101 101 301 WI LOI 102 I= 97 97 97 97 97 99 99 94 94 %4 94 94 97 97 91 91 91 91 11 94 94 18 Y Y N Y A,.%eze. 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LOG 206 LOG 200 ICY 207 1O3 L03 103 LO3 303 LOG M4 100 21M 100 LOO LOO Arr.r[ap 107 107 LOG Mt LOB 205 LOD 205 109 202 102 L73 ICJ LO2 203 L03 91 90 9v 90 W 100 LOG 95 95 95 V. 7% 9T 97 91 92 92 92 92 95 95 19 In a9 In 09 92 92 b b b a6 at 0 to 7 Array Mors 79 n 79 79 79 79 79 79 79 A 79 79 79 79 79 n 79 n 79 n 76 79 79 79 79 T9 n 7`3 79 79 79 79 79 n 73 79 79 n TT 77 an M 79 n 75 75 n 67 67 Marti 79 n 79 79 79 71 n 79 79 T7 n 77 as Asa 79 79 74 N N a6 m 79 79 72 n 72 94 64 79 T7 a9 ON a9 a2 a3 79 n 67 67 a7 w 00 79 72 65 65 as S7 37 72020 Arr.7 b"wrer at at at ■3 at 22 n 22 at at at at ■1 n 23 at 23 n 72 7a n 21 at 22 7s n IS 70 as at 23 n 73 n Asa a at as 70 70 70 a6 79 79 79 all Asa r N Arrey tdjw at at at 73 n 73 Y at at at M 70 70 me n 79 n 67 67 67 63 n n n 63 as as 61 n n 71 63 u 63 29 70 70 70 61 61 61 56 Asa Asa Asa 59 59 W S4 1:p.r c 20to 27 Arrw Mws 22 a2 22 23 22 a3 a2 83 a2 02 Q 02 a3 22 a3 82 a3 22 22 82 a1 a3 22 a3 a0 w NO I• 22 a2 a3 77 n 77 n 22 82 w 75 n n 73 22 a3 22 n 73 73 71 Affoy egyr 22 82 22 77 T7 n n a3 a2 w N M 74 72 a3 22 a3 n n n 70 a3 02 a3 69 69 69 No r NO r 67 67 67 as n 72 n as a a es 76 76 M N V a7 63 27to4m Arrw b"~ 97 97 97 17 w r 16 96 96 w 16 93 w 92 93 7a 11 91 NO = r 90 r 90 10 26 r w p 57 27 p a1 17 a1 N N N N 83 n al a al a a 79 n 75 Arrow some No w No w a n n as 63 w as w 74 w s0 w NO r n n 77 7a 70 n n n NO n n n n n n 67 73 73 73 73 73 70 <S 70 n 71 n n Asa 61 es Astor Ana717toner 307 MY LOT MY 2p UP 107 207 My IN 604 1.04 304 1.04 20% US 201 301 201 101 101 302 102 97 97 97 97 97 99 90 94 N 94 94 94 97 97 91 91 91 91 11 94 94 r r No No w Awe,941mv w 90 N 94 N 94 /4 96 96 90 90 90 90 90 93 93 87 97 67 57 57 90 90 N N N N 04 9a r a3 Q a3 82 as NO No 79 79 79 re 79 93 as n 77 77 " 77 Oto 7 Art.T Mwrer at II ai 91 32 77 71 ■1 at a: a a: 74 74 21 ■1 1] at 32 72 72 at ■1 71 T3 ]a L9 67 al ■L 75 n 75 ET O7 ■1 ■L 73 T1 71 65 65 a 1*14 71 T1 71 a3 63 Art. [ at a n 7S n a tT a 11 r: T: 64 64 21 n 7O l0 To t2 62 31 7% a tT OT ea eG ■I TI OS 6S a5 ST 61 IT f1 7O t3 6l Of 5S SS al 62 t1 66 Ll 51 S3 Ira 20 Array.rtwror a2 22 92 79 T7 79 74 a2 92 p TO ra .. 71 a1 a2 91 71 Tl 73 69 92 12 3I 71 71 71 CA 79 r7 !9 an es to 64 77 T7 77 m &L re 62 74 74 74 64 9A t4 61 Arr.r[ap 79 79 77 N 60 d 64 76 la 76 tz EA tot 62 73 73 73 04 64 to 6O 71 71 73 t3 al el Y 63 as 59 S9 19 314 t6 6e b 57 S1 57 32 64 64 64 54 S4 54 49 D 20 to 37 Array►rtwror 04 94 54 a4 34 a4 22 34 14 M 31 1: 3: 77 84 94 94 n ra 7a ra a4 34 at n 7S -3 94 64 114 rl 73 73 71 14 N 94 71 71 71 69 92 12 92 69 L9 N al Arrq-[ap N 64 61 73 71 73 71 24 a4 M TV a7 ra ■] sl ■] to 63 ti re la To Ta t5 a5 to 76 re It al 63 e3 62 73 71 73 61. 61 61 60 74 71 ri t0 w w 57 37 to 45 Arr.T Mwror N 94 94 $4 91 a{ 91 91 91 91 11 1.' 3: s. 37 aT ■7 aT 64 n a4 a4 M 24 14 3: 1: 92 92 32 92 79 73 » 79 77 79 n 7t To 7t Nome 77 n T7 la Ass 74 M.1r[� at al ■1 ■1 n 73 n la n T9 /a r6 T6 Tt M 76 7a Tl tT T1 73 73 73 73 Z1 71 TL 71 T1 as 63 d to n 69 67 at 61 64 s7 67 67 67 is 59 e4 4S�60 Arne Mwror 207 107 L02 102 L02 ]02 L0.2 203 101 90 9a 90 9I 9a lm LOD 9S 95 95 95 95 97 97 92 92 72 92 92 95 95 M n n 99 09 92 91 b no at as at 90 90 93 a 13 a3 93 M.r[a0 94 94 31 as a9 as as 71 91 R a5 IS 3. 3S 69 29 32 92 12 92 12 at 05 I9 79 71 79 11 93 13 77 r. 77 77 77 11 5. r'S rs !S 79 79 72 T2 72 T2 71 o a97 Anq a*~ 76 76 ra 76 n 79 n 76 n 76 n 76 » 76 79 n n n T6 n T6 7r 76 7• n 76 n T6 n 76 so T6 76 n 76 n T6 76 T6 x 76 7a n 7% n n n 75 n M.rcgr 76 75 re Ta To » n 79 n TO n To 76 T9 » n 76 n 76 74 N 76 76 7r n 76 n r2 n T6 » Te 7r 60 69 76 T6 n To 79 67 67 n » 73 T3 n 65 65 7to2a Am""— 70 73 To n T3 75 7o n 7a 7a la To n To 73 7a n 7o 70 72 70 73 79 75 75 n 7a 75 7a 72 n To n la 77 7a 70 7a n n 7a 74 7a n 7a 77 77 77 n Marc 76 7a To 79 Is n n n 78 M 78 IS n N n n 73 n T6 n n 72 79 ri ra 72 n N 7a 78 n 71 72 n 67 7a To 7a me o9 em as n 77 r7 67 67 67 a3 9 30be" Arrow "'� w r NO so so so 90 so r r r r r r r ao m so f9 99 NO so r r w so r fO 90 NO t0 r so s0 r 3o NO r w so w so r fO w NO w w w Am as 94ftp SO w f0 NO NO NO NO r r r w r • r r r a9 w NO w " w r r n 79 78 74 w w r 74 76 n 74 90 r r 73 73 73 73 NO No me n n 71 r 276045 MM aa�r N 94 94 94 94 N 9s N N 94 N 94 N 94 94 94 94 N 92 N N N N 94 N 10 N 94 N 94 94 94 p 94 94 N w N 92 N 92 92 N 10 93 r 62 w N 94 N N N 67 94 N 94 N 94 r 03 w so s0 20 110 p so p p 57 67 w N 70 N N N N N a1 n at a2 02 w w 79 n 79 " 79 79 79 77 n 77 Astor Arrq 6falrr 3m W7 UNIT UP 207 3m 11tt 3m =7 =7 107 3m 1137 100 lm 1W lm 107 Im 107 3a7 Iw 31tt am w am 107 3m 307 2107 tam 3w 3w 166 1w m7 lm ta3 Boa Ia9 3w 3w 3N 1N 100 no 1a9 3as too 307 MY 2w ]Oa M Iw M 3w 106 302 UO W 103 W 3111 3w 1s r r r r 2r 3r 9S M 9S 15 a 97 a7 13 @ 93 1Q 92 9s a r r r r r w 92 w w r w w 0 to T %".T rrtwv n 76 T6 ]t ra ITC 76 76 lD re le re It re It M ]t 75 ra 75 Ta 7t To It T6 76 73 71 le TO 76 TO 7t 71 71 76 7b 76 TO 7t y OS 76 Tt n n n 67 al Art. [ 74 76 r0 ]t T6 71 71 76 7a 76 le ra as Asa It 76 74 74 74 to Asa It 76 71 72 72 64 64 lG re Of VJ a9 e3 62 76 7% t7 67 67 ea aO le 72 65 6S t5 Sl 7 to 20 Arty Nord— so n ra ]s III ra n 71 n n T3 ra /a ra la T1 79 To TI n T3 n n n n ITS n 70 73 TI 72 T] 77 73 a9 n ra 7a 713 b 7O Ot 73 /1 71 69 to to 64 Arr.r. tap 79 71 n 77 T] 71 Aso 71 la r9 TO TU ITV 66 n 73 79 67 67 67 a] ITS n n 65 a5 t5 66 73 T] 73 al 83 63 59 TO 70 10 61 al ti S.t to a9 to •la S9 59 54 40 pd L 20 to 27 Mt.p.ttwror r so so so s0 so so 90 so n s0 n b ao b s0 so so so so no 90 r s0 s0 0O NO ra s0 s0 N TIT 77 77 n so s0 so 7% ITS n 71 so b so T3 73 r3 71 A'.r[ap w so aO I7 TIT 77 n so so so 74 74 14 T2 so so so 72 T2 72 7U so s0 so t9 a9 69 to w s0 so 67 67 67 as 7a To n 65 a5 6S as 76 It n of 63 61 as 27 to 4% Art.T b".w 94 94 94 7• 94 of 94 94 94 94 94 93 at 91 91 93 93 93 n 13 n 90 90 90 90 at NO oe 91 s7 p BY a3 77 33 N N 94 N 41 n ■] at 31 a at 7s 73 7a Arr.r[ap 36 Be s6 at 11 77 s3 as 93 93 93 so 74 so 00 so N so TIT 73 TIT la n la n !S t9 7% n n n 7% 72 67 72 ri 73 n 7] C 6S 70 n 71 n 71 Asa a] N 4S to 00 Art.T Mw— MY MY LO7 107 LOT 307 107 107 My 204 104 LO4 104 LO4 IM LDS 201 Las 201 Las Lot 102 1.02 77 97 97 7-, 97 99 99 94 94 94 94 94 97 97 91 91 91 91 91 94 94 w r 9a r Y A—,[ap 99 99 94 94 94 94 94 9t le 90 90 w 9O 9O 91 93 ■7 17 31 ■T 37 90 90 a4 04 a4 aA M to N 92 a1 32 13 92 b b 79 r7 !9 79 T9 93 ■3 T TIT 77 TIT 77 ato T Arr y MartOr 79 n 70 n 79 77 n n 75 76 n 72 74 N 79 n n 70 7I n 72 n To n 7a 79 60 eA 7a 7a n n n 67 67 n 79 73 73 73 65 as 7a 79 n 71 n as a3 M.rcar n n n n n v 67 n 71 n n 72 64 64 71 7a 70 70 70 62 a: 75 7s 67 6T 67 60 60 78 n as a as ST 57 73 70 63 a 63 sa ss 75 ss aI 6I al s3 53 79120 Arr.y Mws NO w r " 79 79 74 r r NO 76 76 76 T1 so 9O s0 n 73 n N so NO 90 n 71 n 66 79 79 " M Ass M 64 77 TIT 77 as N as 62 74 74 74 M M 64 63 Mar[ap 79 n 79 Asa r Asa M 76 76 Td 66 b a6 62 73 n 73 M 64 64 s0 73 71 71 61 61 61 37 08 w r N 59 N S4 66 as 66 57 57 57 SI N 64 N S.4 S4 54 49 D 20 to 37 Arr.T rrtwrer 22 52 82 a2 a2 as 82 a3 82 a2 at at al 79 a3 92 a3 79 76 71 Td as a2 as n n 7s n a2 a2 a2 n 73 n 73 as 02 92 71 71 71 M 92 a3 a2 67 w n 67 A—v ear 22 82 92 73 n 71 n a2 22 as M 70 70 No 53 as at 411 60 611 as n 70 n as as 65 64 75 76 ?a 63 as u 63 n n 73 61 61 61 so n 71 n to 60 6O 57 27 to 473 Mr.y Mws N w N 94 at N n 93 a 91 92 57 at p a7 57 my 57 64 n IN 14 N N N at n at a 02a7 a3 77 n 7979 79 79 79 >r 70 >r 77 . 7777 74 am 74 M.y[Or a a as a3 79 71 n n n M n 79 70 7I 76 M 76 70 n 67 n 71 n n n M as 70 Its 71 71 n sa 43 r 69 69 69 No a N 67 43, w Is? 64 S9 64 Astor Arc y Mws 307 7a7 302 102 302 3@ 3Q1 707 7W r 7• w w r 7r 3w /! ri 9S 74 9s 17 A N >Q N >s o2 ri a r w r r r - 92 w w .. w w - r a a a3 a3 as M. [ N N w w w w w 91 ri d a a a a w r a3 aT ti a2 a3 w w 77 n >+ n 79 a a n n n n n a al n n n IS n n >7 n n n n n Maximum Rail Spans(Inches) QickFit Rail 450124(REVX03) Flush-Mount on 0 to 30 foot Roof--L-Foot-Landscape G arre Iepo rr. W.0%p..d :SO npt :40 rtph :_f,rrc' lTa npr 210 mph 1W mph S.-load C4b1-1 0I.-M ka/• V..#Z.- - /• . .+ 1. 1• 1. 1. 3, 2 1. 1 1. Ir 2, L le 1 1 2, Jn 1. 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W W n n W By W a9 99 n 99 W as W a9 Y n 99 97 s0 97 By 17 ■7 47 94 71 94 94 54 94 M 61 n al 92 11 92 a2 79 73 » 79 » 79 79 " 71 77 b 90 Arrow Mwv 307 LOT LOT LCT 2017 107 210 307 1CT 207 107 IW WT W, 207 LOT 107 107 107 WY LOT WY L07 107 10 207 1C7 207 107 L07 106 LM 206 LOD 206 107 207 102 L03 101 W3 301 LOG 1D4 100 100 100 LOO WO Arrow tow 307 307 1W 106 246 1W 2W 1W 106 102 1CJ IN 302 = 103 1W W W W W W lW 1W 9s 95 9s 93 95 /7 97 92 92 92 92 92 95 95 W W W W s9 93 92 s6 W Y W a4 0 to 7 Arrow M.ry 77 n 72 72 72 72 72 72 72 72 72 n 72 72 n 72 n 7. 72 72 72 72 72 72 72 72 T2 n 72 72 72 72 n 71 72 72 72 72 72 W 03 72 72 72 T2 T2 67 67 M.rtop. 72 n Ts 72 72 71 n 72 n 72 72 n W W 72 n 72 72 72 66 t6 72 72 72 72 72 46 64 n 72 W era 09 6J 62 72 72 67 67 67 6C 60 n 72 as LS tS 57 57 Ito JD Mow.n.ner 74 " 74 N 74 74 76 74 70 74 74 74 74 74 74 74 74 74 74 74 n 74 74 74 74 N 74 70 74 74 N Ts n 73 N 74 74 74 70 70 70 66 74 N 74 N N W 64 Affaytdpr 74 74 74 73 n 77 N 74 74 74 70 70 70 W 74 74 74 al 57 67 6I 74 74 74 95 as 65 61 72 73 73 as 61 V H 70 70 M 61 61 61 56 Y N Y 59 59 54 34 :0 p.1 C 20 to Z7 Mow Intoner n to TO 7r 70 7r 75 76 n 70 TM T6 ?6 n 76 n 76 75 76 Te 76 76 To ?a 7t 79 75 76 to 76 7r Td ?6 to n n re n 75 n 75 73 To 76 to T3 n n 71 Away Zdaw n n 76 7t ra 7t n n 76 T4 74 W 72 76 n 79 n n n 70 70 n 76 t9 09 69 N n n 76 67 67 67 as n n n 05 4S m 41 n 76 n U N W 43 Z7 to45 ArriwT boorew W W W a: in 9: a9 W W W W W W W W W W W W n W W W W 29 at so Me 97 BY a7 17 as 77 as M M 84 M al 75 as as as n at n n n Arrow tap W a4 W 16 as 7T a] as n as 63 W 74 W W W aD W T7 n T? n 79 n T1 7S N n n Ts ?s 75 n a7 n n n 7s n 70 as ?O n 71 n 71 N W N K b 60 Mry rd.nor 107 107 107 WY 107 107 107 207 107 104 106 s66 am am 1m 105 101 W2 101 101 Un 102 s10 97 97 97 n 97 90 W 94 94 M N 94 9T 97 91 91 91 91 91 So 94 W W W W W M. [ft. 99 99 94 94 94 W 14 96 96 W 90 90 90 W 92 91 a7 all a7 aT a7 90 W M M a4 a4 94 Y 9a NJ a2 aJ 92 all b tl T9 T1 » T9 79 93 as n T7 77 77 77 0to 7 Arrow Mary M 74 74 N 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 n n 74 74 N 74 14 N N 74 74 74 74 " 67 67 74 74 71 n 77 06 6% 74 74 n n n as as Arrewtdair 74 74 74 74 74 67 aT 74 74 72 n T2 64 64 74 74 70 TO 70 N 62 74 74 67 67 67 90 to 74 T1 a5 6S as ST ST 74 70 63 61 63 %5 55 74 N 63 6L 61 " SI 7 b m Arrow Mwv 76 T6 76 76 7M ?e T4 76 75 76 75 td 7t 71 76 76 ?6 73 T3 n N » 76 ?6 n 12 n m 76 76 7t N N N 64 7a ra 76 a6 6t 66 W 74 74 la o4 ea M 61 M.ytgap 76 TO 70 N N N 64 74 TO 76 N m 66 61 72 73 73 M M M to 71 T1 71 61 63 61 s7 OR N sa W 59 s9 S4 N m N S7 ST S7 SJ 64 64 t4 ;. 54 a 49 D 20 to 27 Arrow Mwv 71 79 78 73 78 72 Tt 79 la 72 n To 79 To 79 T9 72 79 To 71 76 la 7a 72 n n n T2 T1 71 la Ts 71 73 71 T1 To T9 71 71 71 69 7a 72 )9 C'7 to N 07 M.y[ta TO 75 To 71 71 73 n 7a T1 To TO 70 70 N 79 To 79 N N N 66 7a ra 7a 6s 65 65 M 7e 76 76 67 as 63 OJ n 73 71 61 63 61 60 n 71 n 6C to to 57 27 to 65 Arrow Mwv 92 92 92 92 91 M 91 93 91 91 91 97 ■l a7 aT at aT 9T M la M 24 M a4 94 83 n a1 92 02 aJ 192 ?9 n 79 79 T9 T9 T9 f TO 76 n 77 77 77 74 N 74 May[7R. 51 al ■1 ■l T1 71 T1 7a To T1 1s T6 .0 76 79 16 ?t. 75 73 67 TI 73 Ts 71 n 70 65 70 n T1 72 TI N N N N 69 t9 to 66 62 66 67 67 67 67 M M 64 4S b 60 Arrow Mwv 207 WY L02 102 102 102 MU 203 103 W 99 W 9s W IM LOU 95 95 95 95 95 91 97 92 92 92 92 92 95 95 N n N W n 92 92 a6 /6 at W a6 90 90 as as as 93 as M.r t+ M 94 W W W W W 91 91 aS 65 aS as a5 W W as 82 W 22 82 M W n 79 n n n as n 77 n 77 n 77 al at T5 7s n n n T9 79 n 72 n 72 72 0 to T Arr.r Mwv N N W Be W W N N N N N N 6s N N 90 N N W N N N N 69 Y N N N N N N N N N N N N N N O9 N Os N 6a N N N N 09 M.y tq. W N W N W N N N N N N N 69 N N 4a N N W N N N W N N N N W N N N N N a1 N N N N N 66 67 67 N ea N N N 65 as 7 b 20 Arrow Mwv 70 70 70 n TO TO TO 70 70 70 70 70 PO 70 10 70 70 TO TO TO 70 ?a 70 70 TO 70 TO 70 70 70 70 70 70 TO ?0 TO TO TO 70 M 70 70 7o PO TO 70 TO 70 70 M.r tap 70 M 70 70 70 70 70 70 70 70 TO TO 70 7O M 70 M TO 70 TO 70 70 70 70 TO 76 TO M 70 M 70 70 70 70 67 70 70 70 M " N as 70 70 TO 67 67 67 as a 20 to 2? Anry Mwv n 73 n n n n n n n n n n 71 n n n 71 n n n n 71 n 73 n n n n n n 71 n n n 71 n n n n 77 n 71 n 71 n n n n 73 Mar tam 79 71 73 n n n n n 72 n n n n 72 n n n n 72 n n n n 71 as n n n n n 71 n n n 71 n 72 n n 71 n 71 n n n n n n *9 27 dd Arrow Mw1or M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M 64 M M M M 64 M 84 M M M M M 82 14 Arrow[ M M M M M M M M M M M M 13 M M M M M M W M M M M M M n M M M M M 11 75 al W n 82 12 n n 79 7f 79 79 79 n n n as b W Anry Mwv 207 107 SW 3W 1A 107 SW W? MY 207 MY 1W MY SW 207 1.7 MY 207 MY MY 1W MY SW MY SW 107 107 307 107 W US LO6 IW 1W 1W 107 207 UN 103 703 1W 103 W9 3M for 3W 1W 1W 7W M4,G Mir 207 107 LLO 106 LL6 106 we 105 106 202 102 L02 102 L00 203 1.00 W W W W W IOC LLD 9% 95 9S 95 9s 97 97 92 92 92 92 92 95 91 9O W s9 So s9 92 92 Y W W W M O to 7 Anry M.ry W W W N W N N N N N N W N 00 N Y N N N N N N W 64 N N N W N N N N N N N N W N N N N N N N M W sa 67 67 A,.v t gig, W N N N N N N N N N N N N N N N N N N N N N N N 61 N N 64 N N N N N to 62 N N 67 67 67 to 60 Y N 65 63 6s S7 S7 71020 Mrry Mwv 70 TO M 70 To 70 lO 70 TO M TO 70 70 To ?C TO PO TO 70 TO TO PO TO PO TO ?O TO 70 l0 TO 70 M 70 TO N TO 70 TO 70 70 TO Ot. TO PO TO N N N 64 M.y[ea 70 TO TO 70 TO 70 N PC TO M 70 M M 66 70 TO ?0 67 67 6T 61 70 TO 70 6S a5 65 61 TO TO 7O 6s as 63 s1 TO M 70 61 61 61 54 N N N W S9 W 54 tl7 p.1 C 20 to 2? Mow Mwv n 72 73 77 Ts 7s n 72 n Ts Is TI 73 Is 73 n ?2 n 71 n T1 77 T1 77 n 77 n T1 n 71 77 7s 72 n 73 Is 7s Is TJ 7s n 73 n 77 n n n T1 71 Arr.y[EW n 71 T1 73 Ts ?1 71 73 T1 73 T7 73 n T2 73 7] 73 72 72 n 70 73 T1 13 N at N N 71 T1 73 67 67 67 as T1 T3 77 as as 65 63 72 72 72 6I 63 61 63 27 to A Arrow Mwv M 94 44 94 M 94 M a4 94 54 M 54 94 64 44 M 94 M M 92 M 94 M 54 34 94 s0 44 94 M 44 N as 17 of 94 64 M M 91 n 91 93 81 al a1 T1 T1 ?9 M.y[;. 1 M 94 M a4 n 77 n of u 13 93 WO 74 1O 00 s0 10 a0 77 n 77 72 71 7a 71 71 N n n TS 7S n 72 67 72 T3 73 73 73 740 65 M 71 71 n 71 N as N 45 b 60 Arrow Mwv 207 L07 L07 WY W 107 W7 207 WY 204 W4 Loa 104 204 IM LOS 301 103 201 W2 Un 102 LW 97 97 97 97 97 99 97 94 94 94 96 94 97 97 91 91 91 91 91 94 94 N W N W W May tW. W W M M M 94 9a W W W W W W W n 93 97 57 97 87 17 W W M M M M M W W a2 a2 a2 82 a2 W W 79 79 79 79 79 as as n 77 77 77 77 ato T Arrow Mwv 70 lO 70 70 70 70 70 70 70 70 M 70 70 70 70 M 70 70 70 70 70 M 70 70 70 70 N OA TO TO 70 TO n 67 67 TO TO TO 70 70 65 61 TO ?O TO 70 TO 61 63 M.y[tta 70 TO 70 70 70 67 67 70 70 70 70 70 M M 70 70 70 70 70 W 62 M 70 67 67 67 W 60 TO TO a5 6S 65 ST ST TO TO 63 63 63 SS SS TO N 61 61 61 S1 SI T b 20 Arrow Mwv 73 72 73 n 73 n n 73 n n n 7s n n 73 n 73 72 73 n M 73 n 71 n 71 n 66 n T1 71 N N as M n 1s n 66 at 66 W n 73 n 64 M M al M.y[ep 73 73 n W W 6a 64 73 72 73 W W M W 72 n 73 64 64 64 60 71 11 71 61 61 91 57 N N N 59 59 s4 34 N 06 N 5? 57 57 52 N 64 M 54 S4 54 N D 20 to 27 Anry Mwv 75 75 73 n 73 n TS n n 7s n 7s 7s r5 n K n n 75 73 75 ri 75 75 73 n 75 n 75 75 n n 71 n 71 n 75 as n 71 71 09 75 75 n 69 t9 W 47 Arr.vtogr 75 n 73 n Is 7s n n n 75 70 70 70 W n n 7s N N N N n 75 n n n 45 64 74 " 74 63 61 as W n n n 61 61 41 60 n 71 n W 9D to 37 27 b 63 Mow W_ BY 47 17 37 17 M 47 27 W 37 97 27 al BY 57 87 a7 97 M To M 214 M M M as n at n n as W 79 n " W " " i7 ?a 70 ?a n n T7 n 74 N 74 Array rftp n n n al 71 n 71 n 71 71 71 IS In 76 7r 74 74 n n 67 n n n n n 7r t M n Is. 71 71 Os n W W W W W W W M V p BY 67 M SO M n to W Amew 1r4vtor 107 107 M 102 1a2 302 390 IN sW W W W W W 1W 1W n 96 n 76 96 BY n n W n W n ri W W W W W W 9Q .J W W W W W W W as n n ma as AtrostdIpM M W W W W W 91 n W as W as d W W n n n O 12 W W " 79 79 79 " n n n n n n n es n n 7s n 7s n 79 " n 72 n 72 n Maximum Rail Spans(Inches) 6ckFit Rail 450124(REVX03) Flush-Mount on 0 to 30 Foot Root--L-Foot--Landscape emmod a3A/41 •Y no spend-> s W npn LW Mon, ISO rnpl 100 np6 17O mph ISO mph Simon LOW Pon"Amos Aoaf Zarin-a 1 1 2. 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Arrry Info- 7l n 71 71 r1 63 63 72 72 67 tr 57 60 60 72 71 04 to 64 SO a 72 N 63 61 61 S2 S2 72 65 SE m Ss M 43 n 62 SS a SS 47 41 Mr;[q0 72 NO U 62 a2 s3 s3 72 65 W Sa St 49 A 72 6J 54 S4 S4 46 45 n %a W '� 43 43 n Ss 47 47 47 40 40 N SJ 45 43 4% NO 3t 71020 Mry lremw N N N 65 65 all at 71 n 71 al 61 el 57 07 67 67 sa W ss S3 w 64 64 54 /4 $4 49 W U U 51 51 51 4t s6 59 so 40 46 40 M Mart all 65 m SS Ss SS W as 44 as 11 S1 S1 40 Sa SO 59 47 47 IT 43 S4 54 S4 M 44 44 40 51 51 S1 41 41 as U 45 49 46 39 39 3A 3S W pJ c 21311127 Mr4r lrlwls M 76 76 s0 N at 6? 7a 76 7a a5 as 65 M 74 74 N U U 62 as n n 71 W 6_ t0 57 Y N 6O W Sa W m N M N " S3 v SI M [ 71 n n Y W 6o m Y 6O Y n 55 n 53 m m m W W W W U U U 4O 48 45 46 SO SO N 45 4S a5 44 sa x SO 43 43 43 41 Jr?to 43 As - Irl.rrs n n T7 n 74 09 74 73 n n n 70 a6 70 70 70 70 70 67 62 67 67 67 67 67 64 SO 64 w w w M U SO U U 41 U as SO S3 .1 M [ Ol 67 67 67 64 6D w w w w w 61 SS U a1 at as 61 Sa S2 W 17 57 37 S7 54 N S4 S4 St S4 S4 S3 all 31 $4 51 11 51 46 43 42 4S 19 60 Mry Ig4.n- 90 90 M M M 14 M M m 79 79 79 79 79 U 62 H 75 .. 7a A " 71 73 72 72 n 72 7% n N m 01 N at n n 67 07 07 67 .. 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