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<br />Table 5: N10wable Attributable Roof Ace a per Post for Carports, Table 7: Isolated Footings. Maxirrum Roof Area for Carport Posts Table 9: Allowable Loads On Screws And Bolts
<br /> Patio Covers, and other Open Buildings. ALUMINUM POSTS Wind Zone: I 102 MPH I 110 MPH I 120 MPH 125 MPH I 140 MPH (As Recommended By Manufacturers)
<br /> Aluminum Post I Applied Load: I 17 #lSq. f\. 20 #lSq. Ft I 23 #lSq. f\. 26 #lSq. f\. I 32 #lSq. R. Self.Tapping and Machine Screws Allowable Loads Tensile
<br />Wind Load ,. 102 MPH I 110 MPH 120 MPH 125 MPH 140 MPH Strength 55,000 psi; Shear 24,000 psI
<br />Applied Load ,. 17 #ISq. Ft. I 20 #ISq. Ft. 23 #ISq. Ft. 26 #ISq. Ft. 32 #/Sq. Ft. Isolated Rloting Sc rew Dia meter Single Shear . OOu1>TeSl1ear Withdrawal (Ibs.)
<br /> Dimensions'" Maximum Attributable Roof Area in Square Feet "(Ibs.) "(Ibs.)
<br />Maximum Allowable Roof Area in Sq. Fl for Various Loads on Post 1'-0" x 1'-0. x 1'-0. 30 26 22 20 #8 334 668 167
<br /> 16
<br />He ight Loa d in Lbs 3"x3"xO.090" Hollow Extrusion. Aluminum Alloy 6063 T-6 1'.... x 1.... x 1.... 59 50 43 38 31 #10 418 838 209
<br />1,'-10. 5,184 305 259 225 199 162 1'-6" x 1'-6" x 1'-6. 77 66 57 51 41 #12 576 1,152 288
<br />13',10" 3,888 229 194 169 150 122 1'-8" x 1'-8. x 2'-0" 120 102 89 78 64 #14 734 , ,468 367
<br />15'-10. 3,024 178 151 131 116 95 1'-8" x 1'-8" x 2'-6. 150 127 111 98 80 1/4" 761 1,522 380
<br />17'.10" 2,268 133 113 99 87 71 2' -0" x 2' -0. x 2'-0" 155 132 115 102 83 5116" 1,253 2,506 626
<br />Height Load in Lbs 3"x3"xO.125" Hollow Extrusion, Aluminum Alloy 6063 T-6 2'-0" x 2'-0. x 2'-6" 194 165 143 127 103 3/8" 1,588 3.710 928
<br />13'-9" 6,912 407 346 301 266 216 2'-6. x 2'-6" x 2'-6" 270 230 200 177 144 Wood Lag Screw Loads
<br />16'-1" 5,184 305 259 225 199 162 2'-6" x 2'-6. x 3'-0" 324 276 240 212 172 Using Southern Pine S,G.. 0.55 or Equivalent 1.1/2" Thickness
<br />18'-4" 4,032 237 202 175 155 126 '"Note: Screw Diameter TSingle Shear (Ibs.) Double Shear (Ibs. Withdrawal (Ibs.)
<br />20'-7. 3.024 178 151 131 '16 95 Isolated Footing is a poured concrete rectangular solid (Length x Wdth x Depth).
<br /> Loa d in Lbs 4"x4"xO,125" Hollow Extrusion, Aluminum Alloy 6063 T-6 114" 170 235 396
<br />He ight I Dimensions I Maximum Attributable Roof Area in Square Feet I 5116 210 355 524
<br />15'-9" 9,312 548 466 405 358 291
<br /> 11..... x 1'.... x 2..... I 102 I 87 I 76 t 67 54 I 3/8" 240 480 712
<br />1 S'-5. 5,984 411 349 304 259 218
<br />21'-0" 5,432 320 272 236 209 170 Pre-cast footing (16"><16"x4'') 24" below grade with 80# bag pre-mlxconcrete & backfilled to grade Concrete Screws And Bolts In Concrete. Brick or C.M.U.
<br />23'-8" 4,074 240 204 177 157 127 (Embedment Must Be a Minimum of 1.112" Thickness With 1.114" From Edge)
<br /> 2.000# Concrete 3,000# Concrete
<br /> Steel Post Screw Diameter Tension (Ibs.) Shear Tension (Ibs.) Shear
<br />Wind Load ,. 102 MPH 110 MPH I 120 MPH 125 MPH 140 MPH 1/4" 757 319 825 352
<br /> Table 8: Allowable Spans I Heights for Alurrinum Pans
<br />Applied Load ,. 17 #/Sq. Fl 20 #/Sq. Fll23 #ISq. Fl 26 #/Sq. Fl 32 #/Sq. R. 5116" 1,057 818 ',184 89S
<br />Maximum Allowable Roof Area in Sq. Fl for Various Loads on Post Utility Shed Roof or Walls 318" 1.443 1.443 1.776 1,503 (I)
<br /> I-
<br />He ight Load in Lbs 3" x 3" x 14 Gauge Post, 46 k.s.l. Steel 1 'YO' x 12" X 0.026" Panel 1-'/," x 12" x 0.032" Panel Aluminum Rivets with Aluminum Mandrel a:
<br />19'-10. 10,050 591 503 437 387 314 Wind Overhang Condition Wind Overhang Condition Screw Diameter Tension (Ibs.) Shear 0
<br /> 0-
<br />21'-9' 7,430 437 372 323 286 232 Region NONE 1'-0" 2'-0" Region NONE 1 '-0" 2'-0" 1/8' 129 170 a:
<br />23'-9" 5,638 332 282 245 217 176 100 M.P.H. 7'-2" 7'.5' 8'-2" 100 M,P.H. 8'-5" 8'-S" 9'-3' 5/32" 187 <(
<br /> 263 ()
<br />25'-9" 4,371 257 219 190 16S 137 110 M.P.H. 6'-5" 6'-8" 7'-6" 110 M.P.H. 7'-6" 7'-9" 8'.6" 3116' 262 375
<br />He ig ht Load in Lbs 3" x 3" x 11 Gauge Post, 46 k.s.i. Steel 120 M.P.H. 5'.10" 6'-2. 7'.,. 120 M.P.H. 6'.10" 7'.1" 7'.11"
<br /> Aluminum Rivets with Aluminum Mandrel
<br />19'-S" 15,870 934 794 690 610 496 1.'1," x 12" x 0.026" Panel 1-'/," x 12" x 0.032" Panel Screw Diameter Tension (Ibs.) Shear
<br />21'.7" 11,730 690 587 510 451 367 WINO Overha ng Condition Wind Overhang Condition 1/8" 210 325
<br />23'-6" S,970 528 449 390 345 280 REGION NONE 1'-0" 2'-0" Region NONE 1'-0" 2'-0" SI32" 340 490
<br />25'-6" 6,900 406 345 300 255 216 ~..11. r:sr- r--r-, . ~-.:>. 100 M,P.H. 8'.9" g'-o' g'.7" 3116" 445 720
<br />He ight Load in Lbs 4" x 4" x 14 Gauge Post. 46 k,s.i. Steel 110 M.P.H. 6'-S" 6'.11" 7'-9" 110 M:P.H. 7'., 0" 8'.1" 8'-9" Single Shear Screws Fy" 36.40 k.s.i. Yield Strength
<br />26'-8" 12,650 744 633 550 487 395 120 M.P.H. 6'.1" 6'-4" 7'.3" 120 M.P.H. 7'.1" 7'.5. S'.2. .. Double Shear Screws Fy= 50 - 54 k.s.i. Yield Strength
<br />29'-3" 9,350 550 468 407 360 292 3" x 12" x 0.026" Panel 3" x 12" x 0.032" Panel ... NI barrel lengths: Celus Industrial Quality. Use manufacturers grip range to match total
<br /> wall thickness of connection. Use chart To Select screw US. rivet substitution of anchor
<br />32'-0" 7,150 421 358 311 275 223 Wind Overhang Condition Wind Overhang Condition speCIfications in drawings. ~~~
<br />34'-S" 5,500 324 275 239 212 172 Region NONE 1'-0" 2'-0" Re\i;<Jn NONE 1'-0" 2'-0"
<br /> 100 M,P.H. 13'.1. 13'.3" 13'-S" 100 M.P.H. 15'-6. 15'-8" 16'-0"
<br /> 110 M,P.H. , 1'-9" '1'.11" 12'-5" 110 M.P.H. 13'.10" 14'-0" 14'-5" ~~~.
<br /> 120 M.P.H. 10'-S" 10'.1 l' 11'.5" 120 M.P.H. 12'-S. 12'.10" 13'-3" -- !:::
<br /> Room Roof Panel span :'W' as shown on drawings. ~Ii;~
<br />Table 6: Post to Beam Size and Nurrber of Thru-Bolts Required Notes:
<br /> Aluminum Alloy 6063 T-e Added Span can be used by installing 2" x 2. x 0044' Extrusion at Mids pan, al i~
<br /> Beam Minimum '" Thru80lls @ L=a.'/,' uj~~"~
<br /> Size Post Size 1/4" " 3/8"" .. g t~ I ~
<br />2" x 3" Hollow Tilt 3"x 3"x 0.060" Scalloped 2
<br />2"x4" Hollow Tilt or 2"x4"x.OSO" Hollow 3"x 3"x 0.060" Scalloped 2
<br />2"x4"xO.05S"xO,1 20" Self Mating Beam 3"x 3"x 0,060" Scalloped 2 ~ ~
<br />2"x6"xO.05S"xO,1 20" Self Mating Beam 3"x 3"x 0,060" Scalloped 2 =:j~lq
<br />2"x7"xO.062"xO,120" Self Mating Beam 3" x 3" x 0,093" 3 2 ~rt~
<br />2"xS"xO.072"xO.224" Self Mating Beam 3" x 3" x 0.093" 3 2 - AN ] 2 9
<br />2"x9"xO.072"xO.224" Self Mating Beam 3" x 3" x 0,12S" 4 3 ~ 't~2J
<br />2"x9"xO.072"xO.310" Seif Mating Beam 3" x 3" x 0.12S" 4 3 ~;
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