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, -7.0 POST AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURE <br />Table 7.3: Required Number of Fasteners for Shearing Loads Table 7.4: Requifed Number of Fasteners for Tension Loads <br />Allo,wable Width <br />for Attached Two : <br />; Tri b Post Structures on Slab <br />' Width (ft) Live or Ground Snow Load 5i10 pef 20 psT <br />3- 42'416' -124-7!'L..... <br />3.5 36'-8"19'-4" <br />4 :32'-1" ·10'-11"t <br />: 4,5 28'-6"151" ; 1 <br />5 25!48"13.-6" <br />5.5 2354"124" f <br />6 21%5"11'-30 - 5 <br />6.5 19'-9"10'-5"20 pof Slab 1 1 5Ct <br />7 1844"rda B <br />7.5 17'-f'nia · <br />8 1640"n/a <br />8.5 15'-1"rita 10 psf Slab:11581 <br />9 14'-3"ri/a <br />%Table 7.1 : <br />10 psf Slab 115( . <br />MAX < <br />POST POST DESCRIPTIONS POST, 1 <br />CODE DETAIL HGHT; it <br />K '- TWIA 0032'kl.5'91.5"Scroll-"-MD¥00 8 <br />B Twin 0.062"xl.5"xl.5" Scroll MU 100 9' <br />1 Aluminum Malerial Gage (inj Steel Gage (En <br />: 0.024 0.024 0.032 0.036 0.040 0.040 0.060 0060 0.043 0.043 1 <br />:A B C D E F G Hi 1FafF-*1*83% #14 3/8" B: 3/8" B #14 #.14 378" B #14 3/8" B 1 #14 3/8" B <br />Size Uplift f SMS BOLT BOLT SMS SMS BOLT SMS BOLT ; SMS BOLT I <br />d (in)(lbs): 128 590 788: 192 21-0 708 *84 f 507 1522 1 <br />12 90 t11'111 1 1 lil 1 i <br />1'3 114 |1:1 1 1 1 1 1 1 1 1 1 <br />14 143 121 1 1 1 1 11;1 1 & <br />15 176 1 .2 1 1 1 1 1 1 1 1 1 1 <br />16 2:13 121 1 2 2 1 11!1 1 ( <br />17 256 j 2 112 211 11 1 j <br />18 304 ; 3 1122111%111 <br />19 357 i 3 1 1 2212 121 11 <br />20 463 i -4 1 133 12 1 K-1 1 K <br />21 482 ; 4 1 13 :3 '1 2 1 1 1 1 1 <br />22 555 5 1 1 3 3 1 2 :1 2 1 1 <br />23 634 1 5 2 1 4413 lf2 11 <br />24 80 1 7 1 2 5 4 2 3 1 32 1 1 <br />25 844 47 2 2 5423 112 1 5 <br />26 915 822 5 5 2 3 1'.12 1 I <br />27.'1'139 2 9 .2 2 6 -,6 2 4113·13 <br />28 1143 6 9 2 2 6 6 2 4 113 1 <br />% 1 <br />29 1270 5 Wa 3 2 7 7 2 5 18 1? <br />30 1406 < rda 328725 2;3 1' <br />31 1552 5 rda 3 2 9 8 3 6 24 2l <br />32 1707 n/a 3 3 9 9 ?6 24 2+ <br />33 1872 i n/8 4 3 h/a 9, 3 7 2 j 4 2 1 <br />34 2047 - nita 4 3 n/a :n/a: 3 7 2;5 2 i <br />35 2233 i nia 4 3 nia ' n/a 4 8 2 1 5 2 i2 5 2136 2430 1 n/a 5 4 n/a n/a 4 8 <br />1 2 <br />Aluminum Gage (in) , 1 Spacing between bolts'and screws :hall be 2.5 times the shaftk diainter. <br /> 0.036 0.06 0.060 0.090 0.100 i 2 The edge distence of bells and screws shall be 3 times the shank diamete <br />j K LMN O 8 3 Corinections shall be an·anged so that the center of registance ollhe ccm,ection <br />shall coincide with the msultant line of actien of the load1 3/8" B #14 3/8" B 318":8 -#14 EFZ=f <br />2 <br />F BOLT SMS BOLT BOLT SMS £ LIplift Size YABTE-f' -8-99*LCA-i' TEPIB.i-Em-3¥uE CAT I -ILE Co\·ER.5 <br />i 123 132 192 269 212 C.lbs) d KiM) ;GRND1 -Wind. f #of 1 1- ALUMINUM RAFTER SPACING i <br />i.1 1 1 1 li90 12 SNON peed Sci·e·us' 1 1 1 1 1 11 114 1'3 1 LOAD, and per i 127 1 16" I 24"32" 1 36" 1 <br />;2 2 1 1 1' t 143 14 t (PSF) i Exposurel Rafter 1 Mk;IMEJUCUA-iRUd-RAI- i111·< SPAN -1 <br />5-- =r- =7=1 26' 26' 24' 181 16'4 2 2 1 1 1 I 1%6 15 10 k 140 E <br />2 1 2 213 1£ } 1 LIVE .115 E, 3 1 26' 26' 26': 26' 24' i2 <br />f 3 2 2 1 21256 17 1 1-- 20 Fi'/0 Expel i- E---18' - --15 - 12' <br />3 3 2 2 2{304 18 J i LIVE 160 E>:p 4 3 1 108' 18' 18' 14'12' <br />5 2 2 :2 i 357 19 it 1 |'4 18' 18' 18' 18' 16' t <br />1 4 4 3 2- - 3 4 463 20 1 425; 2 ' 18' 13' - 14'3 18' 18' 18' 15' 13' i:4 4 3 2 3 1482 18' 18' 15 4, 3 3 1 IRM 22 £ b &:4 1 18 ;18' 18' <br />1 0 '17"17|! "1·ji .- . ...0 7 - <br /> 17' 17' 17' 13' 11' 11 7 % 17' 17' 17 17'15' % <br />3 7 -1 15' "13'-57 ... .1 <br />8'9 15'15' 13' <br />% n/a 15 1F - 15' 13'11' t <br />8' 5 4' y e <br />1 :Wa |12' 17 8' 6' 5' |i Wa . - £4 ,941 4.....,1., <br />q n/a n/8 9 6 8 1:1552 31 2 *sorews are 59 strews wi 1 &" embe dmeAUnio G-=6.6 Elid wood-R)8uglas Mir <br />n/8 9 7 9 17.07 32 1 <br />f n/a Wa Wa 7 9 1 1872 33 F -NCE -2.7 510000 Afl»1101ENT TO WALL- <br /> . n/a Aja Wa 8 Wa | 2047 34 1 ALLOWABLE DISTANCE TO FIRST ROW OF POSTS <br /> 11/4 Fla nia 9 A/a 2233. 35ii · - -- - ---"---= -1-6'Y Otc---5- - " 244-6/c n/a n/O nfa n/a n/a t :2430 36 Ground Snow ·1! . 1- <br />4113 <br /><P <br />57 5 3 4. i 800 24 1 3 <br />7 5 4 45 814 25 ?4 <br />5 4 5 t 945 26 i 40 t "" 2 <br />9.6 5 6 11139 27 £ 2 3 <br />9 6 5 6 i '1143 28 1 i 4 <br />1/a 7 5 6 | 1270 29 : ' 60 <br />8 6 7 ? 1406! 30 1 <br />C 0:024')<3"xy Post u'/ S]deplates MU 112 12' <br />D Alum 0.032"x3"x3" Lockseam MU89 11' <br />E Aluin 0.040"x3")<3" Locksean- MU89 111' <br />F Alum 0.055"x3"x3" Fluted MU95 1;0' <br />G Alum 0.075".3"xy Square MU49 10' <br />H Steel 0.043"*3"x.3" Lock:ean· MU89 12' <br />1 Alum 0.120"xyxy Square MU96 10' <br />J Steel 0.043'b<3'x3- Locksearr MU89 10' <br />K Alum 0.120"x4"*4" Square MU50 12' <br />L 3/16'*3"x3" Steel Square :MU93 14' <br />Table 7.2 <br />f <br />i <br />37 26381 1/8 5 4 Ala n/a: 4 9 2 <br />38 2858 r rda 5 4 Wa. Wa 5 rda 3/ <br />39 3090 E. n/a 6 4 n/a nia 5 Fla 3 <br />40 3333 8 nia 6 5 n/a n/a 5 n/a 3 <br />41 3590 0/3 7 5 n/a: n/a 6 n/a 3 <br />42 3859 1 Wa 7 5 n/a n/a 6 n/a 3 <br />43 41¢f:| n/a 8 6 :n/&n/a 6 n/a 3 <br />44 4437 1 n/a 8 6 rda n/a 7 0/a 4 <br />45 4746 1 n/a 9 7 0/d n/a 7 n/a 4 <br />46 5070 ! rda :9 7 Ala n/a 8 n/a: 4 <br />47 54071 0/a Wa 7 n/a n/@ 8 Na 4 <br />48 5760 , n/a n/a 8 n/a n/a 9 Wa 5 <br />49 6128 ; Wa Ala 8 n/a n/a 9 n/a 5 <br />t <br />11 <br />6 2 <br />6 2 <br />7 3 <br />7 3 <br />8 3 <br />8 3 <br />9 3 <br />9 3 <br />n/a: 4 <br />n/a 4 <br />Ala 4 <br />n/a 4 <br />n/a 5 <br />i <br />n/a nla ft/@a n/a n/a <br />h/a n/a n/A 11/h n/a <br />n/a rdht.n/a n/a n/a <br />n/a n/a Illa m/a n/a <br />r/a Wa r/a Wa Wa <br />r/a n/a n/a n/a n/a <br />ma ·rn/a Wa h/a Wa <br />nha 0/0 n/a n/a n/a <br />n/a nha nila n/a n/a <br />n/a n/a n/a :Wa O/a <br />n/a n/a n/a n/a A/a <br />rf/a nk Wh n/a n/a <br />n/a n/a Wa Na Wa <br />1 2638 <br /> 2858 <br />1 3090 <br />1 3333 <br />£ 3590 <br />1 3859 <br />5 4141 <br />1 4437 <br />( 4746 <br />! 5070 <br />! 5407 <br /> 5760 <br />J 6128 <br />37 <br />38 <br />39 <br />40 <br />41 <br />42 <br />43 <br />44 <br />45 <br />46 <br />47 <br />48 <br />49 <br />i <br />1 <br />& <br />i 50 6510 1 n/a: Wa 9 r/4 1]la rda n/a 5 1 n/a :5 1 Wa n/a h/a nla nia i 6510 5.0 <br />Fastener Terminology#14 SMS = #14 sheet metal or SDS screw, 1/27 minimum length E TABLE 7.5: WALL ATTACHMENTS FOR SOLID COVER SIRUCTURES <br />3/8" B = 3/8" Diameter Boll ; ANC 1 ANC 2 ANC 3 ANC 4 <br />See General Notes for specifies on fasteners I i LIVE/ 2 0/C 0/C :'PANEL NUMBER OF FASTENERS PER <br />i WIND SPEE[f SNOW SPACING i SPACING SPAN STUD @ 16" 0/C SPACING <br />1 Clearspan on this chart is [he distance from the wall to the first row of columns.1 (MPH) AND ; LOAD CONCRETE j MASONRY (FT)#14 X 2"1/4" LAG <br />2 Hilti Kwik Bolt TZ 3/8" dialnelerand 2" embed and 1"dia steel washer: ICC ESR 1917 or othe EXPOSURE .(PSI:) i ANCHORS i ANCHORS SCREWS SCREWS <br />anchor */ 300# allowable shear and 200# allowable tensile vs live, snow, wind and seismic loads.2 140-B 1 10 1 12";--- 10". „- -1„.-12' 1 """ 1 <br />3 Masonry anchors must,have an allowable shearvalue of 300# and 200# tensile.for live, snow, wind 11'5 C LIVE 1 i 24' 2 2 <br />or'seismic loads or be specified by a design professional. ;140 B 1 20 i 9"7"1 13' 2 2 <br />4 #14 screws must have 1.5" of penet, ation Ifdo solid wood.S 140 ·C ;LIVE I I r 2 20' 3 3 <br />5 la" Lag screws must have 2 1/4" of ponetraticn into stwls and 0.5" washers . I 25 } 9"7" i 13' 2 2 <br />These lag screws must be installed as per AFP&A NDS Section 11.1.3. See General Note ; 2 i ; 711 1 20' 3 3 <br />#19 for washer specifications. i 30 ] 9" 7" } 17 2 2 <br />6 10 and 20 psf are live orsnow loads, 25- 60 psfare snow loads, 3 1 j 18' 3 3 <br />7 For ANC.3 and ANC4 wood framing imusl be SG.0.5 or denser (Doudias.Fir- Larch i 1 40 1 9"7.1 14' 3 3 <br />2 7" , 9' 3 360 8" <br />ICC ESR 1953 {2012 IBC) 2/24/2014 Page 100 of.106 ._- , .4- 2.:1-7 4 1-r.· 70,2 •F 1 £- <br />Load (psf) ; 2: Lag 3 Lags 2 3 Lags 4 Lags Exp B Exp C <br />Live 1,0 13'-6" 20'-2" < 13'-68 - 18' · 130 mph N/A <br />Live 10 1'3' 1946' t 13' i 17'-4" 140 mph 115 mph <br />Live 1'0 E 10'-9" 16'-1 q j 1,049" : 14'24" 130 mph <br />Live 10 · 9'-3" I 13'401' 943" 121-4" 140 mph <br />Live 20 7'-1 " 10'-7" 1 7'-1 " .9'-5" '140 mph <br />25 748" '11'-7" [ 7'28" i 10'-3"140 mph <br />30 ' 646" · 969" 1 6'26" 8'-8"140 mph <br />40 4'-10" i 7'-5" i 4'-10" - 6'-7" ·140 mph <br />60 3'-4"5' i 31-4" 4'-5"·140 mph <br />Lag; = 1/4" Lag Screvi With 2.25" penetrat on into G=0.5 wood ([ ouglas Fit) <br />Lattice Structures always use 115 mph Exposure B for the wind condition <br />i Metals'Bullaing Products <br />5005 Veteran's Memorial Hwy <br />Holbrook, NY 11741 <br />3 (631) 563-4000 <br />3 Cari Putnam, P. E. <br />3441 ivylink Place <br />t Lynchburg, VA 24502 <br />t (434) 384-2514 <br />cariputnam@comcast.nel <br />i . <br />1 <br />223%*dr , =-137:17<1945#:kegj--11- 1+f<*r-HEW·' '.f.,444*91«7 -·ft-·*-xh·94.-'U:.Wy,v LIi· .9.«/*e 'C <br />VI -3*'9.E·CAt\5.,=. <br />jFEB 24 2014 <br />Misc:3-2012 <br />· - ...2 -1-7/lg 1,