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7.0 POST AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURB <br />Table/.3: Required Number of Fasteners for Sheering loads <br />Aluminum Matefial Gage (In)Steel Gage (01) <br />0.024 0.024 0.032 0.036 0.040 0.040 0.060 0.060 0.041 0.041 <br />Table 7.4: Required Number of Fastenus for Tension Loads <br />Aluminurn Gage (M) <br />0.036 0.06 0.060 0.090 0.100 <br />Alowable Width ABC <br />fo, Attached Tv Footer Design #14 3/8- 0 3/8 <br />Trib Post Structure. on Slab Size Uplift SMS BOLT 801 <br />Width (ft) LIre or Ground Snow Load 6 (in)(lbs)189 4241 56( <br />10 psf 20 mf 12 100 111 <br />3 42'-10-22'-7' 13 127 111 <br />3.5 36'.8-194' 14 159 111 <br />4 32'-1-16'-11- 15 195 2 1 1 <br />4.5 22-8-15'-1- 16 237 211 <br />5 294"13:6· 17 284 211 <br />5-5 23-4-124· 18 338 2 1 1 <br />6 21'-5-11'-3· 19 397 3 1 1 <br />6.5 19'-9-10'-5'20 p:r SlabiC 20 463 3 2 1 <br />7 184•nfa 21 536321 <br />7.5 17·1-nfa 22 616 4 2 2 <br />5 16-0-rda 23 704 422 <br />8.5 15.1=Na 10 p$f Slab 908 722 4 2 2 <br />9 14'-3'43 24 800522 <br />Tai*e 7.1 10 psi Slab SOC 888 5 3 2 <br />25 904 5 3 2 <br />26 1017 6 3 2 <br />MAX 27 1139 733 <br />POST POST DESCRIPTIONS POST 28 1270 733 <br />COOE DETAIL HGHT 29 1411 843 <br />A ]62'*1.5,1.5- Scroll AC 9 30 1563 943 <br />8 0.042'*3·*8-Afuminum Post NGO, Ll 11' 31 1724 n/a 5 4 <br />B 0.024-Post with Sideplates N16, BK, U4 12' 32 1896 43 5 4 <br />B Clover 0.0309323- Alum N11, AH, L11 11· 33 2080 48 5 4 <br />8 Clover 0.040-.3-xy Alum Nll, AH, L11 12' 34 2275 nia 6 5 <br />C Colonial 0.062· Extruded AE 17 35 2481 nia 6 5 <br />D 0.0410*3 xr Steel Clover Nll,AH. L11 12·36 2700 n/a 7 5 <br />E 0.041'x3'*3- Steel Clover N11, AH, L11 8' 37 2931 n/a 7 6 <br />H 3/1623'xr Steel Square N17, AG, L.21 15'38 3175 Wa 8 6 <br />I 1/4"xhr Steel Square N17, AG, L.21 15' 39 3433 n(a 9 7 <br />J 3/167*04- Steel Square N17, AG, l.21 15' 40 3704 nta 9 7 <br />K 1/24-xer Steel Square N17, AG, Ul 15' 41 3988 n/a It/8 8 <br />Table 7-2 42 4288 nia n/a 8 <br />43 4601 nia n/a 9 <br />44 4930 11/a n/a 9 <br />45 5273 n/a rda nt; <br />46 5633 n/a rda Ni <br />47 8008 nfa nia nk <br />48 6400 Na Wa W; <br />49 6808 nfa nia nli <br />50 7234 n/a nfa nk <br />Fastener Terminology <br />DEFGHIJ KLMNO <br />B #14 #14 3/8' B #14 3m- B #14 3/8-B 3/8'B #14 3/8' B 3/8- B #14 Design Footer 1 9320192beS Mt3crews --<.T SMS SMS BOLT SMS BOLT SMS . BOLT BOLT SMS BOLT BOLT GMS Upill Size . 8 6/10/'20113 ,283 315 708 482 1384 507 1522 554 11B 865 1298 255 (lbs) d (in)diameter ·, <br />1111111 1 1 1 1 1 100 12 2 The edga dstance of bolts and <1 1 1 1 1 1 1 1 1 1 1 1 127 13 screws shag bo 3 Ames the Ae/VIL / <br />1111111 1 2 1 1 1 159 14 shank diameter <br />1111111 1 2 1 1 1 195 15 3 Connections shall be aanged 60 thai the w -0,-Exuwa» <br />1111111 1 2 1 1 1 237 16 centef of resistance of the connect}on shall <br />2111111 1 3 1 1 2 284 17 coklde .,im the resultant Eno of action OCT 20 2011 <br />2211111 1 3 1 1 2 338 18 of the load. <br />2211111 1 4 1 1 2 397 19 <br />2212111 14112 463 20 TABLE 7.6: WALL ATTACHMENTS FOR LATTICE COVERS <br />2212121 1 5 1 1 3 536 21 GRND Wkld Not <br />3 2 1 2 1 2 1 2 5 1 1 3 616 22 SNOW Speed Screws*ALUMINUM RAFTER SPACING <br />3312121 2 6 1 1 3 704 23 UDAD and Der 12" 1 16- | 24- | 30- I 36- <br />3322121 2 6 1 1 3 722 Slab (PSF) EExposure Rafter MAXIMUM ALUMINUM 11AFTER SPAN <br />3322121 2 7 1 1 4 800 24 10 110 mph 2 24'24'17 14'11' <br />4322121 27214 886 Slab LIVE Exp C 3 24'24'24·19' 16· <br />4 3 ·2 2 1 2 1 2 8 2 1 4 904 25 20 2 18'13' 9'7' 6' <br />4423131 2 8 2 1 4 1017 26 UVE 3 24'19'13 10' 8 <br />5423131 3 9 2 1 5 1139 27 4 24 19· 13' 10' E <br />5523131 3 rda 2151270 28 25 2IT 13' 9.7' 6' <br />5 5 2 4 2 3 1 3 Wa 226* 1411 29 3 24'18'12'10' 8' <br />6534242 3 nia 2 2 7 1563 30 4 24'18'12'10' 8' <br />7634242 4 n/a 227 1724 31 30 2 14'11'7 6' 5 <br />7735242 4 nk 328 1896 32 3 20' 19 10'8' 7' <br />8735252 4 n/a 3 2 9 2080 33 4 20'15'10' 8' 7' <br />9845252 5 n/a 3 2 9 2275 34 40 2 11 8• 5·4' 4' <br />9846252 5 n/a 3 2 n/a 2481 35 3 15'12' 8'6' 9 <br />nia 9 4 6 2 6 2 5 n/a 4 3 Na 2700 36 4 15'12' 8·6' S' <br />nfe n/a 5 7 3 6 2 6 0/3 4 3 ,-Va 2931 37 60 2 7'5 4'3' 2' <br />rda n/3 57373 6 na 4 3 Wa 3175 38 3 10'8' 5' 4' 4· <br />rda Wa 58373 7 nia 4 3 Wa 3433 39 ·Screws arc #14 screws w; 1.5' embedment Into G=0.5 solid wood (Douglas Fir) <br />n/anja 69383 7 nia 5 3 nfa 3704 40 <br />rita n/0 69383 8 rda 5 4 n/a 3988 41 <br />nia nla 7 n/a 493 8 nfa 5 4 Na 4288 42 TABLE 7.7 STUCCO ATTACHMENT TO WALL <br />nia rl/a 7 n/a 4 ma 4 9 rda 6 4 Wa 4601 43 ALLOWABLE DISTANCE TO ARST ROW OF POSTS <br />n/a n/a 7 n/a 4 n/a 4 9 nfa 6 4 rda 4930 44 16 ok 2.r olc <br />1 n/a Na 8 nta 4 0/0 4 n/a 8 7 5 n/a 5273 45 Ground Snow <br />I nia n/a 8 n/a 5 n/0 4 nia nta 7 5 Wa 5633 46 Load (p51)2 Lag 3 tags 3 Logs 4 Lags Exp B Exp C <br />3 48 n/a 9 ala 5 0/a 4 nila ./a 7 5 rda 6008 47 Live 10 13'-6-20'-2-13'40 18'90 MPH 14/A <br />3 rva rtia n/a Na 5 rda S nia A 8 5 Na 6400 48 Uve 10 11'16'·6-11'14'-6'110 MPH 90 MPH <br />n/a nla n/a nua 5 nfa 5 nia n/a 8 6 rda 6808 49 Uve 10 10'14-10'10'13'-4-100 MPH <br />3 nfa n/a n/a n/a 6 rda 5 Na 6 9 6 Iva 7234 50 Uve 10 8'-7- 13'-1-8·4 11'-P 110 mph <br />Uve 20 7'-1- 10'-7-7-1' 9 5 110 ruph <br />7 <br />A <br />0 391 <br />#14 SMS = #14 sheet metal or SOS screw. 1/2- minimum length <br />3/8' B = 3/8- Diameter Bolt <br />Seo General Notes forspeclics on lasteners UVEt <br />WIND SPEE[ SNOW <br />1 Crearspan on ttlis chart is the distance from the wall to the first tow 01 columns.(MPH>AND LOAD <br />2 Hilm Kwik Boll TZ 3/8- diamoterand 2- embed and 1- dia steel washer: ICC ESR 1917 or other EXPOSURE (PSF) <br />anchor w/400# allowable shear and 200# allowable tensite vs Uve, snow. wind and 110 B 10 <br />90 C LIVEseismic loads. <br />3 Masonry anchors must have An allowable shear value of 400# and 200# tensile for live, snow, #nd 110 B 20 <br />110 C LIVE <br />25 <br />30#11 for washerspecifications.5|10 and 20 osf oro live or Sne# toads, 25- 60 psI are snow loads. <br />6|For ANC3 and ANC4 wood framing Imust be SG=0.5 ordenser{Douglas Fir· Lalch) 1 40ivv ,-Ji. i.,¤u fuu= 1[16) iwi i i,2.0 li · 1 60 <br />TABLE 7.5: WALL ATTACHMENTS FOR SOLID COVER STRUCTUREE <br />ANC 1 ANC 2 ANC3 ANC 4 <br />O/C O/C PANEL NUMBEROF FASTENERS PER <br />SPACING SPACING SPAN STUD@ 16*OiC SPACING <br />CONCRETE MASONRY (FT)#14 X 2'lM-LAG <br />ANCHORS ANCHORS SCREWS SCREWS <br />12-10"12 1 1 <br />24' 2 2 <br />9" 7- 9 2 2 <br />7" 20' 3 3 <br />9" 7» 13' 2 2 <br />7- 20' 3 3 <br />90 7- 12' 2 2 <br />18' 3 3 <br />9- 7- 14' 3 3 <br />8· Pc_:le 5*of 80 9 3 3 <br />25 7'-8' 11'-7·74'1 7-3- 1 <br />30 6'4- 9'-9-6'-6- 8'-8' 1 <br />40 4'-10'T-5 4'-10- 607' 1 <br />60 34 5' 3'-4- 4'-5- 1 <br />Lag = 114- Lag Screw wim 2.25- penetration into G=0.5 wood (Douglas Rr) <br />Lattice Stluctures atways use 90 mph Exposure D for U'e wind condition <br />Amerimax Building Produce <br />5208 Tennyson Parkway <br />Plano, Texas 75024 11 3 <br />Carl Putnam, P. E. <br />3441 Ivylink Place <br />Lynchburg, VA 24503 <br />(434) 384-2514 JUN 03 20 3'carloutnam@comcast.nel <br />M3-2009 <br />10 mph <br />10 mph <br />lo mph I /1 <br />10 mph V \ <br />kpgissfac <br />< C 6139 /9-Rda tiSh