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7.0 POST AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PAT}0 5[BUCTURES Table 7.4:·Required Number of Fasteners for Tension Loads <br />Ah.rminum Gage fin) <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 Design Footer <br />BOLT SMS BOLT BOLT SMS . Uplm Size <br />406 128 481 721 255 Obs) d (in) <br />1 1 1 1 1 100 12 <br />1 1 1 1 1 127 13 <br />1 2 1 1 1 159 14 <br />1 2 1 1 1 195 15 <br />1 2 1 1 1 237 16 <br />1 3 1 1 2 284 17 <br />1311 2 338 18 <br />1411 2 397 19 <br />mIFITILS UST <br />Allowable Width <br />for Attached Two <br />Trib Post Structures on Slab <br />Width (ft) Live or Ground Snow Load <br />10 ps¥20 W <br />3 42'-lot zz'cri <br />3.5 36.-80 19*4- <br />4 32L1-16'-11- <br />4.5 2W-ir 15-1" <br />5 25%8=13'-6 <br />5.5 23-4.12-4' <br />6 21'-5"11'-3" <br />Tablen Required Number cf Fasteners for Shearing Loads <br />Alumburn Material Gage (tn)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 />ABCDEFGHIJ <br />Footer Design #14 318- B 3/8- B #14 #14 318" B #14 3/8- B #14 32" B <br />Size Uplift SMS BOLT BOLT SMS SMS BOLT SMS BOLT SMS BOLT <br />d (in)(lbs)189 424 566 283 315 708 462 1384 St 1522 <br />12 100 1 1 1 1 1 1 1 1 1 1 <br />13 127 1 1 1 1 1 1 1 1 1 1 <br />14 159 1111111111 <br />15 195 2 1 1 1 1 1 1 1 1 1 <br />16 2372111111111 <br />17 284 2 1 1 2 1 1 1· 1 11 <br />18 338 2 1 1 2 2 1 1 1 1 1 <br />19 397 3 1 1 2 2 1 1 1 1 1 <br />BUILDING <br />1 Spacing between bolts and screws <br />shall be 2.5 times the shank <br />diameter. <br />2 The edge distance of bolts and <br />screws shall be 3 times the <br />shank diameter <br />3 Connedions shall beananged so lhatthe <br />center of resistance of the connection shall <br />coincide with the resultant title of action <br />ofthe load. <br />PRODUCTS <br />2440 Albright <br />Houston, TX 77017 <br />(713) 946-9000 <br />Carl Putnam, P. E <br />3441 Ivylink Place <br />Lynchburg, VA 24503 <br />carlputnam(acomcastnet <br />6.5 19'-9 104°20 osf Slab 90(; 20 463 32122121112411 2 463 20 TABLE 7.61 WALL ATTACH,lENTS FORLATTICE COVERS <br />7 18'-4"Wa 21 536 3212212121 2521 3 536 21 GRNO Wind #Of <br />75 17'-1"Wa <br />22 616 4 2 2 3 2 1 2 1 2 1 2 5 2 1 3 616 22 SNOW Speed Screws*ALUMINUM RAFTER SPACING <br />8 16'-0"Wa 23 7044223312121 26213704 23 .LOAD and per 12" | 16-| 24" | 30- | 36 <br />8.5 15'-1"Na 10 psf SlabgOB 722 4 2 2 3 3 2 2 1 2 1 2 ·6 2 2 3 722 Slab (PSF) Exposure Rafter MAXIMUM ALUMINUM EWTER SPAN <br />9 14'-r Wa 24 800 5223322121 27224 800 24 10 .110 mph 2 24'24'24' 1-9' 16* <br />Table 7.1 10 ps, Slab BDC 886 5 3 2 4 322 1 2 1 3 7 2 2 4 886 Slab LIVE Exp C 3 24' 24' . 24' 19'16' <br />25 9045324322121 38224904 25 20 224' 19' 13'10' 8' <br />26 1017 6 3 2 4 4 2 3 1 3 1 3 8 3 2 4 1017 26 LIVE 3 24'19 13'10' 80 <br />MAX 27 1139 7 3 3 5 4 2 3 1 3 1 3 9 3 2 5 1139 27 4 24' w 13 10 8' <br />POST POST DESCRIPTIONS POEr 2812707335523131 4 48 3 2 5 : 1270 28 25 2 24'18'12'10' E <br />TYPE DETAIL HGHT 29 1411 8 4 3 5 5 2 4 2 3 1 4 rda 3261411 29 3 24'18'12 10' 8' <br />3D15S39436534242 4 n/a 4371563 30 4 24'18'12 10' E <br />Twin 0.032'*1.5'*1.5- Scroll MU100, MU90 8 31 1724 Wa 547634242 5 Wa 4371724 31 30 2 20' 15'10' 8' T <br />Twin 0.062'xl.591.5' Scmll MU100, MU91 9 321896 Wa547735242 5 n/a 4 3 8 1296 32 3 20'15'10' 2 7' <br />0.024°*3'2 Post wd Sideplates MU98 12 33 2080 Wa 548735252 6 Wa 5392060 33 4 20'15'10' 8' T <br />Alurn 0.032'xy*3- Lockseam MU89 12 34 2275 43 6 5 9 8 4 5 2 5 2 6 n/a 5 4 9 · 2275 34 40 2 15'12' 8' 6' 5 <br />Alum 0.040"xyxy Lockseam MU89 12 35 2481 nia 6 5 9 8 4 5 2 5 2 7 Wa 6 4 Wa 2481 35 3 - 15 12 8' 6' 5' <br />Alum 0.0553'43" Fluted MU95 12 36 2700 Wa 7 5 n/a 9 4 6 2 6 2 7 Wa 6 4 .nia · 2700 36 4 15 12' 8' 6' 5' <br />Steel 0.043"*33" Lockseam MU89 12 37 2931 rea 7 6 Wa rda 5 7362 8 na 7 5 nta 2931 37 60 2 16' E 5 43 3 <br />Alum 0.120©*3"xy Square MU96 10 38 3175 na 86 unk 57373 8 rda 7 5 Na 3175 38 3 10' 8' 5 4' 4' <br />Alum 0.120"x45<4- Square MU50 12 39 3433 rda 9 7 Wa Wa 58373 9 n/a 8 5 rda 3433 39 *Screws are #14 screws W 1 -5' embedment into G=0.5 solid wood (Douglas Fir) <br />Steel 3/16"*3°*30 MU93 15 40 3704 nia 9 7 n/an/a 6 9 383 Wa 48 8 6 rda 3704 40 <br />Steel 1/4"x3'23"MU93 15 41 3988 Wa Wa 8 Wa Na 69383 Wa rda 9 6 n/a 3988 41 <br />Steel 3/16"x424'MU93 15 42 4288 Na n/a 8 Wa rda 7 n/a493 Wa rda 9 6 rda · 4288 42 <br />Steel 3/16™55(5'MU93 15 43 4601 rda rda 9 Wa rita 7 Wa 4 n/a 4 rda rda rda 7 4 4801 43 TABLE 7.7 STUCCOATTACHMENT TO WALL. <br />Table 72 44 4930 n/a n/a 9 n/a nta 7 rda 4 nia 4 nla rda nia 7 Wa 4930 44 ALLOWABLE DISTANCE TO FIRST ROW OF POSTS <br />45 5273 . Na n/a nia nia nia B Wa 4 n/a 4 nifa Wa rda 8 Wa 5273 45 16- 0/c 24- otc <br />46 5633 da n/a n/a rda Wa 8 rda 5 rda 4 nta lila n/a 8 43 5633 46 Ground Snow <br />47 6008 Wa n/a rda Wan/a 9 rda 5 rda 4 rda rda Wa 9 rda .6008 47 .Load (psf) 2 Lag 3 Lags 3 Lags 4 Lags Exp B Exp C <br />48 6400 rda Wa n/a n/a n/a n/ada 5 nia 5 Wa Wa nfa 9 Wa 6400 48 'Live 10 13'-6-20'-2. 1 3-e 18'90 mph WA <br />49 6808 rda Wa rda Wa rda n/a 6 5 nk 5 Wa ala Wa Wa rda 6808 49 'Live 10 11'16'-60 11'14'-6.110 mph 90 mph <br />50 7234 n/a Wa n/a n/a Wa rda Wa 6 Wa 5 nia n/a rda rda Wa 7234 50 .Live 10 10 14'-10-10'13'-4,100 mph <br />Fastener Terminology <br />#14 SMS = #14 sheet metal or SOS screw, 1/2- minimum length C TABLE 7.5: WALL ATTACHMENTS FOR SOUD COVER STRUCTURES <br />3/8° B = 3/8' Diameter Bolt ANC 1 ANC 2 ANC 3 -ANC 4 <br />See General Notes for specifics on fasteners LIVEI PANEL O/C O/C B NUMBER OF FASTENERS PER <br />WIND SPEE[ SNOW. SPAN SPACING SPACING 0 1 STUD@ leo/C SPACING <br />1 Clearspan on this chart is the distahee from the wall to the f rst row of columns.(MPH) AND LOAD (FT) CONCRETE MASONRY #14 X r 1/4 LAG <br />2 Him Kwik Bolt TZ' (ICC ESR 1917) 3/r diameter and r effedive embed and V diameter steel EXPOSURE : (PSED ANCHORS ANCHORS A SCREWS-SCREWS <br />washeror other anchor w/ 400# allowable shear and 200# allowable tensle vs live, snow, wind and 90 B 10 9' 160 16= 1 <br />seismic loads. <br />UVE 18' 8' 8" 2 <br />3 Masonry anchors must have an allowable shear value of 400# and 200# tensile for live, snow, wind 90 0 10 7 16° 16. ' 1or seismic loads or be specified by a design professional. <br />105 B LIVE 15 8- 8- 2 <br />4 1/40 Ug screws must have 2 1/T of penetration into studs and 0.5° washers 105 C 20 9 16"16" 2 <br />These lag screws must be installed as per AFP&A NDS Section 11.1.3. See General Note 110 B LIVE 14' 8£' 8" 3 3 <br />#19 forwasher specifications. <br />110 C 25 9' 8"2 <br />5 10 and 20 psf are live or snow loads, 25- 60 pef are snow bads <br />14' 8° 3 <br />6 For ANC3 and ANC4 wood framing must be SG=0.5 or demer (Douglas Fir- Larch) <br />30 8' 8" 8" 2 2 <br />Live 10 E-T 13'-1.5-8.11'-1"110 mph <br />Live 20 7-1'10'-7-7-1' 9'-5°110 mph <br />25 7-r 11'7 7-8:10'-3- -1 10 m4, <br />30 6'-6 9'-9- 6'-6.W -8"110 mth <br />40 4'-10'7-5» 4'-10- 67 110 nifh <br />60 3'-4.5 54' 49 110 m,Lag = 1/4" Lag Screw with 2.25" perietation into G=0.5 wood (Douglas Fir <br />13' 8"li 3 3 <br />40 13 8'8"14 3 <br />60 9'8" 8- & 4 3 MS-2009 <br />[CC ESR 1953 (2009 IBC) 12/5/2011 <br />Page 96 of 101 <br />yoUOU gy 114-1 1-Apvou'g U IW, ulg ,Villu vw,4.UW- I ' <br />rfAr- <br />*\ EM'. 5,60 / <br />' A X <br /> UN * 20'13DEC 5 2011