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7.0 POSTAND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATEO STRUCTURESTable?.1 Required N,inibar of Fasleners forShearing Loads
<br />Nurninum Materiai 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 />H i '1 J
<br />Table 7.4:· Required NumbeK of Fastenersfor Tension Loads
<br />Aluminum Gage (in)
<br />0.04 0,06 . 0.060 0.090 0.102
<br />KLMNO
<br />Alldwable Width,
<br />for Attached Two
<br />Trib.Post Siructurns on Slab
<br />Width (ft) Live or Ground Snow Load
<br />10 ps¥ 20 w
<br />42'-10"
<br />3.5 36'28"19'-4"
<br />4 32'-1 16£111!
<br />4.5 ' 28'-6"15'-1 "
<br />5 25'-8"13'-6.
<br />5.5 23'-4"12'·4"
<br />ABCDEFG
<br />-==Ill;./.......=.=....=.,
<br />Footeli Design ; #14 3/8":B 318" B #14 #14 3/8" B #1
<br />'Size Uplift SUE; BOLT BOLT SMS GMS BOLT SM
<br />d {in)(bs) : 189 424 566 '243 315 708 462
<br />12 100 , 1 1 1 1 1 1 1
<br />13 127 11111 1 1
<br />14 159.1 1 1 1 1 1 1
<br />15 195 2 4 d 1111
<br />16 237 · 2 1 1 1 1 1 '1
<br />11 21 2 1 1 2 1 1 1
<br />18 338 2: 1 122 1 1
<br />BUILDING
<br />1 3/8" B 1 #14 3/8" B ' 3/8" B #14 Wa":B 3/8"13 #14 Design Footer :1 Spacing between bolts.·:.nd screws
<br />S BOL-l' SMS BOLT BOLT SMS BOLT BOLT SMS Wplift Size' :shall be 2.5 times thQ shant
<br />5 1384 · ;507 1522 406: 128 481 721 255 : ; (lbs) d (in)diameter
<br />1 1 1 ·1 1 1 1 1100 42 2 The edge distance of bolts and
<br />f < 1 1 .1 1 1 1 1 · 127 13 3 screws shall to 3 Uniesthe
<br />1 '' 1 1 1 1 1159 14 siiank diameter
<br />1'1 1 Il 2 1 1 1 ' 195 15 i 3 Connecliolisshall be arraliged so that the
<br />1:1 1 :1 2 1 1 1 237 16 center of resistance 01 lie connection shall
<br />1 1 i 1 311 2 . 28·1 17' coincide wHh the resultant line oi aclon
<br />1:1 1 3 1 1 2 338 1·8 ort.e loadi
<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@comcast.net
<br />L 19 397 3 1 122 1'1111 4112 397 19
<br />El'-5"1133-4 1 1 2. 463 20 TABLE 7.6: WALi.. ATTACHMENTS FOR LAT TICE COVERS
<br />6.5 1949"10=5"20 ps/Slab 90£ 20 463 i 3 2 12212 1.1 1/ :2
<br />17;18'-4" n/a , 21 536 - 3 21221 2 1 : 2 1: 2 6 2 f :3 V . 536, 21 1 . GRND' Wind - #·of i
<br />1:7'-1"aja ·22 616 1 4 2 2 3212 1'211 .2 5 2 1 3 i 616 22 ':SNOW Speed i Screws'At-UMINUM RAFFER SPACING
<br /> n/8 6 2 2 3 " 722 Slab i (PSF) · EXpOSU.2 Rafter MAXIMUM ACUMiNUM RAFTER SPAN-23 704 . 4 223 3 1 2 1.,2 1 el 2 2 1 3 704 23 · . LOAD · and · per 1:2" 10" | 24' | 30" .| 36"
<br />8.5 15'-1"fnha.10 pst Slab 90B 722 j4 2 2 3 3 2 2 1·21:'2
<br />'9' r,/d 24 800 : 5 2 2 3 3 2 2 112 i, 272 2 4 800 10 -110 mph . 2 24':24' 24' 19' 16'
<br />Table 7.1 10 psf Slab'908 885 i 5 324322121. 3 7-2 2 4 886 Slab- ·I LIVE i Exp C : ;3 i 24 24% 24' 19'16'
<br />25 904 -- 5' 3 2 4. 3 2 2 1 5' 2 '1 i 3 8 2 2 4: 904 25 i 120-' ; 2 i '241 19' . 13' 10'
<br />: 24 1017 : ;6 3244 2 3 113,1 i 3 8 3 2 4 , 1017 26 'LiVE ,3 1 24'19' 13' 10' 8'
<br />MAX ,27 1139 - 7 3 3 5 4 2 3 1: 3 4 3 2 5 . 1139 ..4 ) 24 19' 13' 10' 8'
<br />POST POST DESCRIPTIONS POST 28 1270 7 3 355 2 3 1'3 1! 4 Ii/a 3 2 '5 12270 28 .25 2 24' 18'12' 10' 8'
<br />18' 12' 10' 8'
<br />TYPE DETAIL HGHT 29 1411: 8 435 5 2 4 2 3 1[ 4 Wa 3 2 61411 29 . 3- 1 24'
<br />30 1563 9 4 3 6 5 3. 4 224 2 2 :4 ;Wa 4 3 7- 1563 30 i 4 ' 24 18' 12' 1 (I 8'
<br />Tv,in 0.03221.5-xl.5" Scroll MUI 00, MU90 8 31 17.24 Wa 5 4 76 3 4 2 4 2 t i '5 n/a 4 3 7. :1724 31 : P 30 2 4 20'15' 10' 8' 7
<br />Twin 0.00:r'>:1.5'91.5' Scroll MU100, MU91 9 32 1896.Wa 5 4 7 7 3 5 2 24 2 .5 n/a 438 1896' 32 3 20' 15' 10' 5 7'
<br />0.024"xy'x:Y' Po:I wi Sidcplales MU98 12 · 33 2080; i Wa 5 487352·52'=6 0/a 5 3 9 1 2080 33 - 1 _; '4 1 20' 15' 10' 8' T i
<br />Alum 0.03:2xry.3· Loctseam MU89 12 . 34 2275 i Wa 6 5 98452:52 :6 n/8 5 4 9 i 225 34 1 40 2 15' 12' 8' 6' 5'
<br />Alum 0.040"D,3-xy Lockseam MU89 12 1 35 2481 - n/a 6 5 9. 8 4 625 2!17 rda·6 4 n/a - 2481 35 ! - i 31 - ! 15' 12' 8' 6' 5'
<br />Alum 0.056%<3'%3" Fluled MU95 12 36 2700 Wa 7 5 Na 9 4 6 2 ' 6 2 7 1/8 6 4 .11/a 2700 36 i 4 15' 12' 9 6' #
<br />Steel 0.0431<3'xt" Lockseam MU89 12 - 37 2931 - r/a 7 6 0/a nlai 5 7 3 6 2 8 nia 7 5 Wa 12931 60 2 - 10' 8' 5 4 3'
<br />Alum 0.120"xy'xl" Square MU96 10 5 138 3175 : n/a 8 6 :n/a n/8 57373:84 ria 7 5 Wa : 3175 38 3 10' 8' 5' 4 41 i
<br />Akirn 0. ·120'x4"x4- Square MU50 12 .39 3433 . In/a 9 7 nia nia' 583-73, 9 48 8 5 n/a i 3433 39 *S'crews are #14 screwswl 1.5" embedment into Geo.5 solid wood (Douglas'Fir)
<br />Steel 3/16"*3"x3"M 093 15 i 40 3704 , Wa 9 7: :n/a n/a 6 g Si8 3i :Wa Wa 8 6 n/a : 3704 40
<br />Steel 1 /4"x3"x:"MU93 15 .41 3988''i Wa n/a 8 n/a n/a 6 9 3, 8 8 i i n/a n/21 9 6 n/a: ' 3988 41 '
<br />Steel 3/16')(4":<4'MU93 15, : 42 4288 : n/a n/a 8 4/a nla· 7 , rila 2
<br />lSteel 3/16"x*5'1 MU93 15',43 4601 q n/a nia 9 n/a ria 7 nia Z
<br />Table 7.2 - : 44 4930 1 nia n/a 9 inla rda 7 n/a 4
<br />45 5273 i Wa n/a Wa Wa n/a 8 n/a I
<br />46 5633 :n/a n/ai n/a,n/a n/a 8 nia E
<br />47 :6008 Mia; n/a nla Wa rt/a 9 Nat
<br />48 6400 nia n/a :Na inia rita rva rda i
<br />49 '6808 . nla n/a nia nia n/a nia; n/a f
<br />i 50 7234 1 r/a nla' nia 0/a n/a n/a fl/a :€
<br />Fastene,·Terminologyv
<br />#14 SMS = #14 sket metdi of-SDS screw, 1/2" minimum length
<br />3/8" B = 3/8' Diameter Bolt
<br />See General Noles for specifics on fasteners !Lk
<br /> WIND SPEEE.SNH
<br />1 Clearspan on this chart in the distance from the wall to the first row of columns. ,(MPH) AND ; LO,
<br />1 2 1 tilti Kwik 8011 TZ' (IC.C ESR 1917) 3/8" diameter and 2" eflclive embed and 1" diameter steel EXPOSURE : (PE
<br />viasher or other anchor w/ 400# allowable shear and 200# allowable tensile vs live, snow, wind and --VE- - 0
<br />LI\
<br />seismic loads.
<br />3: Masonry anchors most have an allowable shear value of 400# and 200#tensile for live, snow, wind i 900 :m
<br />or seismic loads or be 5ped·fied by a design professional.1 165 B. i LA
<br />41/4" I.ag screws musl have 21/4' of penetration into studs and 0.5" washers ,105 C
<br />These lag screws musibe installed as per AFP&·A NDS Section 11.1.3. See General Note ,110 B LA
<br />#19 for washor specifications.9 110 C i :2
<br />5 10 and 20 psfaie live or snow loads. 25- 60 psfare snowloads.
<br />8 For ANC3 and ANCA wood framing must be SG=0.5 or denser (Douglas Fir- Larch)
<br />$10 31 ,Wa nla 9 8 nla .. 4288 42
<br />4 6 Ala nia nla 7 n/a 4601 43
<br />1 i :Wa 4 1 '11/a h/a n/a 7 nia N ,4930 44
<br />Irda 4 2 Wa Wa nia 8 - nia 5273' 45
<br />nja nla inla rda 8 nia ..5631 46
<br />i : nia:4 : i n/a rda nia 9 rda . 6008 47
<br />i i n/a 5 1 : n/a Wa nia 9. nia ; 6400 48
<br />5 i nia 5 -I ; n/a n/a nla n/a rk ' 6868 49
<br />5 : n/a 5 ; i n/a nia _ n/a L n/A n/a 7234.50
<br />TABLE 7.5: WALL ATTACHMENTS FOR SOLID COVER STRUC-TURES
<br />ANC 1 ANC 2 ANC 3 ANC 4
<br />'El ' PANEL'0/C O/C 'NUMBER OF FASTENERS PER
<br />)VIi- SPAN : SPACING z SPACING :S-FijI) @ 16" O/C SPACING
<br />AD ¢FT) : CONCRETE MASONRY *4 P 2 1/.4 L,\4.,
<br />BF) :ANCHORS ANCHORS' t SCREVE SCREWS
<br />-13 : 9' -16" i 16" 1
<br />/E - 18' 8"8- 2 2
<br />9 . T : 16.1 -16".1 1
<br />/E 15'8. -8" 2 2
<br />0 T 16" i 16"·2 2
<br />LE 14' ; 8" _E 3 3
<br />5 1 9' -8. ' :2 2
<br />14' : 8 8" 3 3
<br />' TABLE 7.7 STUCCO ATTACHMENT TO WALL
<br />ALLOWABLE DISTANCE TO FIRST ROW OF POST3
<br />-16Bm-------;i---r=2iot
<br />Ground Snow F
<br />1.ead (psl) 2 Lag. ' 3 Lags 31ILags: 4 Lag# - EKO"B Exp .C
<br />Uve 10 13'-6"' 20'-21' 13'16" ' 18' 90 mph N/A
<br />i Live 10 11' ,16'-6" ! 11'14'-6" 110*h 90 mph
<br />1 Live 10 10' ' 14%10" 510'1394"100 mph
<br />ilive 10 8'27" 13'-1' 8'.8" 11'-7 110 mph
<br />40 4'-10"7'-5" · 4'-10"6'-7"
<br />5' 324" 1'-5"60 3'=2
<br />Lag = 114" Lag Screw with 2.25" perietraion inlo G=0.5 wood (Doll#las'FirLattice Stuctures always use 90 mE,h Exposure B for tile wind caftdition -L Isgul»N,1
<br />/590,1/1 A A PUDD\' 1
<br />I [C 6-41149 3 23 1 011139 11 1 14\1 \ R *36,-2015 /.\ Ett 6/F®19 \I. \\ /fj. 1
<br />Live 20 7'-1 10'-7' , 7'-1· 9'-9 110 mph
<br />25 7'-8" 11'-7" D 7-8" 10'-3-110 Ill¢
<br />30 6LS"6'-6"8.-81' 1 I 110 mlih
<br />110 rrih
<br />110 miki
<br />SO
<br />91%11
<br />30 1 8' : 8,8.2 2
<br />8"3 3 9 , i.IN i# 2@13
<br /><Zivt.4
<br />I 40 1 13' ; 8- _8" : 4 a j \#ORC,K?5
<br />MS-2009
<br />601 9 8.8. 5 4 3 DEC 52011
<br />ICC ESR 1953 (2009 BC) 12/5/2011
<br />Page.96 of 101
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