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7.0 POST AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PAllo STRUCTURESTableT.31 Requked Number of Fasteners forShearing Loads <br />Aluminum Matefial Gage (in) -Steel Gage (in] <br />0.024 0.024 0.032 0.036 0.040 0.040 0.060 0.060 · 0.041 0.041 <br />Allowable Width <br />ABCDEFGHIJ <br />for Attached TE Footer Design #14 3/8-8 348-8 #14 #14 3/8- B #14 3/8- B #14 3/80 B <br />Trib Post Structures on Slab Size Uptift SMS BOLT BOLT SMS SMS BOLT SMS BOLT SMS BOLT <br />Width {ft) Live or Ground Snow Load d On){lbs) 189 424 566. 283 315 708 462 1384 507 1522 <br />10 paf 20 psf 12 100 1 1 1 1 1 1 1 1 1 1 <br />3 4290-227 13 127 1111111111 <br />3.5 W-8'19'-4- 14 159 1111111111 <br />4 32-1-16'-119 15 195 2 1 11111111 <br />45 28'-5.15L1- 16 237 2 1 1 1 1 1 1 1 1 1 <br />5 254"134"17 284 2 1 1 2 1 1 1 1 1 1 <br />55 25-4-124' · 18 338 2 1 1 2 2 1 <br />Tabte 74: Required Number of Fasteners for Tension Loads <br />Aluminum Gage (in) <br />0.04 0.06 0.060 0.090 0.100 <br />KLMNO <br />3/8- B #14 3/8° B 3/8" B #14 De*n Footer <br />BOLT SMS BOLT 4 SMS Uplift Size <br />406 128 481 255 (lbs) d (in) <br />1 1 1 <br />111 <br />1 2 1, <br />1 2 4-1 <br />. I <br />1 2 <br />1 3 <br />MmmETHLS UST <br />DT <br />1 100 12 <br />1 127 t3 <br />1 159 14 <br />1 195 15 <br />1 237 16 <br />2 284 <br />2 338 <br />2 397 <br />2 463 <br />3 536 <br />3 116 <br />BUILDING <br />1 Spacing between bolts and screws <br />shall be 2.5 bmesthe shank <br />diameter <br />2 The edge distance of bolts and <br />screws shat! be 3 dmes the <br />shank diameter <br />3 Connedoris.shall be arranged so that the <br />center of resistance of the connection shail <br />coincide with the resuitant fine of aclion <br />of#le load- <br />PRODUCTS <br />2440 Albright <br />Houston, TX 77017 <br />(713) 946-9000 <br />Cad Putnam, P. E. <br />3441 Ivyiink Place <br />Lynchbum, VA 24503 <br />carloutnarn@comcastnet <br />1 1 1 1 1 <br />1 1 1 1 1 <br />2 1 1 1 2 4 1 j, 1 <br />2 1 2 1 2 <br />2 1 2 1 2 <br />2 1. 2 1 2 *? <br />2 1 1 2 -6 <br />2 1 2 1 2 7 <br />6 21'€117 19 397 3 1 1 2 2 1 <br />65 19'-9,19-50 20 ps¥ Stabsoc 20 463 3 2 1 2 2 1 <br />TABLE 7.6: WALL ATTACHMENTS FOR LATTICE COVERS <br />7 18=.n/a 21 536 321221 <br />GRNO Wind #01 <br />75 17tl-rda <br />22 616 422321 SNOW Speed Screws*ALUMINUM RAFTER SPACING <br />8 16to"rda 23 704 4 2 2 3 3 1 <br />LOAD and per 17 | 16" | 24' | 30" | 360 <br />8-5 15-1" . nA,10 psi Slab 908 722 4 2 2 3 3 2 <br />(PSF> Exposure Rafter MAXIMUM ALUMINUM MFTER SPAN <br />9 14'-3-Wei 24 800 5 2 2 3 3 2 <br />4 800 110 mph 2 24'24'24'19' 16' <br />Table 7.1 10 0 SlabBOC 886 5 3 2 4 3 2 2 1 2 1 <br />Exp C 3 24'24: 24' 19'16' <br />25 904 5324322121 : 2 24' 19' 15 10' 8' <br />26 1017 6 3 2 4 4 2 3 1 3 1 <br />3 24'19'13'10' 8' <br />MAX 27 1139 7 3 3 5 4 2 3 1 3 V <br />4 · 24' 1-9.' 13 10' 8' <br />POST POST DESCRIPTIONS POST 28127073355 231 <br />2 24'18'12 10' 8 <br />TYPE,DETAIL HGHT 29 1411 8 4 3 5 <br />3 24'18'12'10' 8' <br />3015639436 <br />4 24' -18'12'10' 8' <br />-124 10 <br />tj Slab LIVE <br />25 20 <br />1 27 <br />25 <br />31 30 <br />8 4 TOT7 <br />13 9 5 1139 <br />f .15270 <br />Wa 4 31 9 17240896 <br />f 9 3085 <br />5K4 e <br />4 <br />5 <br />7 51413 <br />5 2 4 2 3 1 <br />5 3 4 2 4 2 <br />6 3 4 2.4 2 <br />7 5 2 4 2 <br />7 3 5 2 5 2 <br />8 4 5 2 5 2'f <br />8 6 2 5 2 <br />9 6 2 6 2 <br />Ma 7 3 6 2 <br />7 3 7 3 <br />Wa 8 3 7 3 <br />9 3 8 <br />01 01 01 01 , 41 <br />Twin 0.032'k-1.5'td -5" Scroll MU100, MU90 8 31 1724 rda 5 4 7 <br />2 20'15'10' 8' 7 <br />Twin 0.0629el.5515' Scroll MU100, MU91 9 32 1896 Wa 5 4 7 <br />/12 3 20'150 10' 8' r <br />0-024'2ky Post W Sideplates MU98 12 33 2080 n/2 548 <br />,- 33 4 20' 15'10' 8' T <br />Alum 0.0327*yx:3- Lockseam MU89 12 34 2275 43. 6 5 9 34 40 2 15'12' 8' 6' 5 <br />Alum 0.0402<hy Lockseam MU89 12 35 2481 48 6 5 9 <br />35 3 - 19 12' 8' 6' 5' <br />Alum 0.055D<hy Fluted MU95 12 36 2700 nia 7 5 rua <br />36 · 4 19 17 8' 6' 5 <br />Steel 0.043"*3W Lockseam MU89 12 37 2931 rda 7 6 rda r <br />37 '60+2 10' 8' 5' 4' 3' <br />Alum 0.120'*3=xy Square MU96 10 38 3175 rda 8 6 War <br />138 3 10* 8' 5' 4' 4' <br />Alum 0.120"x4'tut- Square MU50 12 39 3433 Wa 9 7 Wa r -2,5, Ula n b ™r N *66' 39 -Screws are #14 screws W 1.5' embedment into G=0.5 solid wood (Douglas Fr) <br />Steel 3/16't<3"*3"MU93 15 40 3704 rea 9 7 rda r <br />n 704 40 <br />Steel 1/4'23=3(3°MU93 15 41 3988 Wa n,% 8 Wa rla 6 93 8 3 <br />rd |'3988 41 <br />8 6 <br />/Wa u wall 4 <br />idd na <br />a a <br />nia 0/a rda nia <br />nA n/a rda nia <br />"4288 <br />Steel 3/1624™4"MU93 15 42 4288 rda Na 8 rda n/a 7484 9 3 <br />Steel 3/16-*5"){5'MU93 15 43 4601 nia n/a 9 n/a Wa 7 Wa 4 48 4 4 <br />Table 7.2 44 4930 rda rda 9 nia rda 7 n/8 4 rda 4 <br />45 5273 nia n/a n/a rVa nk 8 6 4 rda 4 <br />46 5633 nk nla nia n/a nia 8 Wa 5 'rda 4 <br />47 6008 Na Wa Illa rda rt/a 9 1118 5 rda 4 <br />48 6400 nh rda nia rda n/a n/a Wa 5 rda 5 <br />49 6808 rda rda nia Wa Wa n/an/a5*85 <br />50 7234 n/a 71& n/a nk nla rda Na 6 n/a 5 <br />nt* '4830 -- 44 <br />rth'>-*73 45 <br />nfa J 543 46 <br />n/al 6008 47 <br />TABLE 7.7 STUCCO ATTACHMENT TO WALL <br />ALLOWABLE DISTANCE TO FIRST ROW OF POSTS <br />16" otc 24° o/C <br />Ground Snow <br />Load (psf) ' 2 Lag 3 Lags 3 Lags 4 Lags Exp B Exp· C <br />13'-6-207 15-6-18'90 mph NA <br />11'16'-6.11'14'-6"110 mph 90 mph <br />10'14'-10*10'13'-r 100 mph <br />Live 10 <br />Live 10 <br />DIP '7234 50 Live 10 <br />Fastener Terminology 4 1 Live 10 <br />#14 GMS = #14 sheet metal or SDS screw. 1/2- minimum length TABLE 7.5: WALL ATTACHNENTS FOR SOLID COVER STRUCTUREAA Live 20 <br />3/8° B = 38' Diameter Bolt <br />ANC 1 ANC2 ANC 3 -4 #A}K <br />See General Notes forspecifics on fasteners LIVE/ PANEL oic 0/C NUMAER.OFFASTEAIERS <br />WIND SPEE[ SNOW SPAN SPACING - -SPACING @ 16- O/C.@PAC! <br />1 Clearspart on this chart is the distailce from the wall to the first row of columns.(MPH) AND LOAD {FT) CONCRETE - MASONRY %02-42 60 <br />2 Hilti Kwik BoN TZ OCC ESR 1917) 3/8° diameter and 2'0 effective embed and 1" diameter steel .EXPOSURE {PSF)ANCHORS ANCHORS S S.GRE1% =1/4' Lag <br />washer orotheranchorwi 400# allowable shear and 200# allowable tensile vs Ove, snow, wind and 90 B 10 .9'16"16"Lattice Structu <br />seismic loads. <br />LIVE e £ 2/JI-2 <br />3 Masonryanchors must have an allowable shearvatue of 400# and 200#tensile for live, snow, wind 90 C 10 T le 16-1 <br />or seismic loads cr be specified by a design professional!. <br />105 B UVE 15' 8- 8" ZF 2 <br />41/4' Lag screws must have 21/4' of penetraNon into studs and 0.5" washers 105 C 20 9' 16'. 16' g 2 <br />These lag screws must be installed as per AFPGA NDS Section 11.1.3. See General Note 110 B UVE 14 8" 8" 3 <br />#19 for washer specifications. <br />110 C 25 9' 8" 8' 1 8 2 <br />5 10 and 20 psfare live orsnow loads, 25- 60 psT are snow loads <br />14' 8" 84 3 <br />6 For ANC3 and ANC4 wood framing must be SG=0.5 or denser (Douglas Fir- Larch)30 8' 8° <br />8'-7. <br />74- <br />5-K <br />1'-10' <br />364, <br />13'-1'W.e <br />ig-7-T-1 ' <br />11'-r r-8: <br />T.E'4-10 <br />5 34 <br />110 mph <br />110 mph <br />110 mA <br />110 mt h <br />110 mih <br />110 mgil <br />25 10'-5 <br />30 <br />6-7. <br />Lag <br />13' <br />40 13'8°W 74 3 <br />w with 225' periet,aon into (3=0.5wood (Douglas Fir 7\ 11 / <br />60 9' 8" 4 3 BV13-2009 --==.--DEC 52011 <br />ICC ESR 1953 (2009 IBC) 12/5/2011 <br />Page 96 of 101