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7.0 POSfAND FAS-FENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURE: <br />Table7.3: Required Number of Fasteners for Shearing Loads <br />Aluminum Material 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 />Table 7.4: Required Number of Fasteners for Tension Loads <br />Aluminum Gage (in) <br />0.036 0.06 0.060 0.090 0.100 <br />0 <br />Allowable Width AB( <br />for Attached Two Footer Design #14 3/8" B 3/8 <br />Trib Post Structures on Slab Size Uplift SMS BOLT BC <br />Width (ft) Live or Ground Snow Load d (in)(lbs)189 424 51 <br />10 ps¥ 20 Fsf 12 100 11 <br />3 42'-10"22'-7" 13 127 1 1 <br />3.5 36'-8"19'-4" 14 159 1 1 <br />4 32'-1"16'-11" 15 195 2 1 <br />4.5 28'-6"15'-1".16 237 2 1 <br />5 25'-8"13'-6" 17 284 ·2 1 <br />5.5 23'-4"12'4" 18 338 2 1 <br />, EFGHIJ KLMNO <br />" B #14 #14 3/8" B #14 3/8" B #14 3/8" B 3/8" B #14 3/8" B 3/8" B #14 Design Footer 1 Spacing between bolts and screws ILT SMS SMS BOLT SMS BOLT SMS BOLT BOLT SMS BOLT BOLT SMS Uplift Size shall be 2.5 times the shank <br />16 283 315 708 462 1384 507 1522 554 128 865 1298 255 (lbs) d (in)diameter <br />I 1111111 1 1 1 1 1 100 12 2 The edge distance of bolts and <br />I 1111111 1 1 1 1 1 127 13 screws shall be 3 times the <br />I 1 1 1 1 1 1 1 1 2 1 1 1 159 14 shank diameter <br />I 1111111 1 2 1 1 1 195 15 3 Connections shall be arranged so that the <br />I 1111111 1 2 1 1 1 237 16 center of resistance of the connection shall <br />I 2111111 1 3 1 1 2 284 17 coincide with the resultant line of action <br />I2211111 1 3 1 1 2 338 18 of the load. <br />VIL <br />EOF CAL\903/ <br />OCT 20 2011 <br />6 21'-5"11'-3" 19 397 3 1 1 2 2 1 1 1 1 1 1 4 1 1 2 397 19 <br />6.5 19'-9"10'-5"20 psf Slab 90C 20 463 3 2 1 2 2 1 2 1 1 1 1 4 1 1 2 463 20 TABLE 7.6: WALL ATTACHMENTS FOR LATTICE COVERS <br />7 18'-4"n/a 21 536' 3212212121 1 5 1 1 3 536 21 GRND Wind #of <br />7.5 17'-1"n/a 22 616 4 2 2 3 2 1 2 1 2 1 2 5 1 1 3 616 22 SNOW Speed Screws*ALUMINUM RAFTER SPACING <br />8 16'-0"n/a 23 704 4 2 2 3 3 1 2 1 2 1 2 6 1 1 3 704 23 LOAD and per 1 r | 16" | 24" | 30" | 36" <br />8.5 15'-1"n/a 10 psf Slab 90B 722 4223322121 26113 722 Slab (PSF) Exposure Rafter MAXIMUM ALUMINUM RAFTER SPAN <br />9 14'-3"n/a 24 800 5 2 2 3 3 2 2 1 2 1 2 7 1 1 4 800 24 10 110 mph 2 24'24'17'14'11' <br />Table 7.1 10 psf Slab 90C 886 5324322121 27214 886 Slab LIVE Exp C 3 24'24'24' 19' 16' <br />25 904 5 3 2 4 3 2 2 1 2 1 2 8 2 1 4 904 25 20 2 18'13' 9'7' 6' <br />26 1017 6 3 2 4 4 2 3 1 3 1 2 8 2 1 4 1017 26 LIVE 3 24' 19' 13' 10' 8' <br />MAX 27 1139 7335423131 3 9 2 1 5 1139 27 4 24' 19' 13' 10' 8' <br />POST POST DESCRIPTIONS POST 28 1270 7335523131 3 n/a 2 1 5 1270 28 25 2 17' 13' 9' 7' 6'CODE DETAIL HGHT 29 1411 8435524231 3 n/a 226 1411 29 3 24' 18' 12'10' 8' <br />A 062"xl.5"xi.5- Scroll <br />B 0.04223"x8" Aluminum Post <br />B 0.024"Post with Sideplates <br />B Clever 0.030"x3"x3" Alum <br />B Clover 0.040"x3"x3" Alum <br />C Colonial 0.062" Extruded <br />D 0.041213"x3" Steel Clover <br />E 0.041213"x3" Steel Clover <br />H 3/16"x3°xy Steel Square <br />I 1/4"x3"x3- Steel Square <br />J 3/16-*4")4- Steel Square <br />K 1/2"x4"x4- Steel Square <br />AC 9 30 1563 9 4 <br />N30, Ll 11' 31 1724 n/a 5 2 <br />N16, BK, L24 12' 32 1896 rda 5 L <br />Nll, AH, L11 11' 33 2080 n/8 5 L <br />N11, AH, Ll 1 12'34 2275 n/8 6 f <br />AE 12' 35 2481 rda 6 f <br />Nll, AH, L11 12' 36 2700 n/a 7 : <br />Nll,AH,L11 8' 37 2931 rda 7 1 <br />N17, AG, L21 15' 38 3175 rda 8 f <br />N17, AG, L21 19 39 3433 Wa 9 1 <br />N17, AG, L21 15' 40 3704 Wa 9 1 <br />N17, AG, L21 15' 41 3988 nia nia l <br />42 4288 n/a n/a E,0OFESS/0461 <br />36534242 3 n/a 227 1563 30 4 24' 18' 12'10' 8 <br />17634242 4 n/a 2 2 7 1724 31 30 2 14'11'7' 6' 5 <br />17735242 4 n/a 3 2 8 1896 32 3 20' 15' 10' 8' 7 <br />8735252 4 rda 329 2080 33 4 20'15'10' 8' 7 <br />39845252 5 Wa 329 2275 34 40 2 11'8' 5'4' 4 <br />59846252 5 Wa 3 2 rda 2481 35 3 15'12' 8'6' 5 <br />rda 9 4 6 2 6 2 5 Wa 4 3 rda 2700 36 4 15'12'8' 6' 5 <br />rda Wa 5 7 3 6 2 6 Wa 4 3 rda 2931 37 60 2 7'5' 4'3' 2 <br />rda Wa 57373 6 rda 4 3 n/a 3175 38 3 10'8' 5'4' 4 <br />' Wa Wa 5 8 3 7 3 7 48 4 3 rda 3433 39 *Screws are #14 screws w/ 1.5" embedment into G=0.5 solid wood (Douglas Fir) <br />'njaWa6 9383 7 nia 5 3 rda 3704 40 <br />Wan/86 9383 8 n/a 5 4 Na 3988 41 <br />n/a nia 7 n/a 4 9 3 8 n/a 5 4 n/a 4288 42 TABLE 7.7 STUCCO ATTACHMENT TO WALL <br />7 43 4601 n/a rda 9 n/a nia 7 nia 4 n/a 4 9 n/a 6 4 n/a 4601 43 ALLOWABLE DISTANCE TO FIRST ROW OF POSTS <br />44 4930 n/a n/a 9 n/a nia 7 n/a 4 n/a 4 9 n/a 6 4 n/a 4930 44 24" 0/c16" 0/c <br />45 5273 n/a n/a nia nia nia 8 n/a 4 n/a 4 n/a n/a 7 5 n/a 5273 45 Ground Snow <br />46 5633 rda n/a rda nia rda 8 n/a 5 n/a 4 n/a n/a 7 5 n/a 5633 46 Load (psf)2 Lag 3 Lags 3 Lags 4 Lags Exp B Exp C <br />47 6008 n/a n/a n/a nia rda 9 n/a 5 n/a 4 n/a n/a 7 5 n/a 6008 47 Live 10 13'-6 20'-2°13'-6"18'90 MPH N/A <br />48 6400 n/a n/a n/a n/a n/a n/a n/a 5 n/a 5 n/a n/a 8 5 n/a 6400 48 Live 10 11'16'-6"11'14'-6"110 MPH 90 MPH <br />49 6808 nia n/a n/a n/a nia Wa n/a 5 n/a 5 n/a n/a 8 6 n/a 6808 49 Live 10 10'14'-10- 10' 13'-4'100 MPH <br />50 7234 n/a n/a n/a rda n/a n/a n/a 6 n/a 5 n/a n/a 9 6 n/a 7234 50 Live 10 8'-7"13'-1- 8'-8"11'-7"110 mph <br />Fastener Tenninology Live 20 701"10'-7"7'-1 "9'-5"110 mph <br />#14 SMS = #14 sheet metal or SDS screw, 1/2' minimum length <br />3/8" B = 3/8" Diameter Bolt <br />See General Notes for specifics on fasteners LIVE/ <br />WIND SPEE[ SNOW <br />1 Clearspan on thisiliERTs the distance from the wall to the first row of columns.(MPH) AND LOAD <br />2 Him Kwik Bolt TZ 3/8" diameter and 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 live, snow. wind and 110 8 10 <br />seismic loads.90 C LIVE <br />3 Masonry anchors must have An allowable shear value of 400# and 200# tensile for live, snow, wind 110 8 20 <br />or seismic loads or be specified by a design professional.110 C LIVE <br />4 1/4" Lag screws must have 2 1/4" of penetration into studs and 0.5" washers 25 <br />These lag screws mustmust be installed as per AFF>&A NDS Section 11.1.3. See General Note <br />#11 for washer specifications. 30 <br />5|10 and 20 psf are live or snow loads, 25- 60 psf are snow loads. <br />6 | For ANC3 and ANC4 wood framin imust be SG=0.5 or den'ser (Douglas Fir- Larch) 40 <br />luv LJn 1 0/0 VVJ 11-,V, IV, 11/Lul ' 60 <br />TABLE 7.5: WALL ATTACHMENTS FOR SOLID COVER STRUCTURES <br />ANC 1 ANC 2 ANC 3 ANC 4 <br />O/C O/C PANEL NUMBER OF FASTENERS PER <br />SPACING SPACING SPAN STUD @ 16" O/C SPACING <br />CONCRETE MASONRY (FT)#14 X 2"1/4" LAG <br />ANCHORS ANCHORS SCREWS SCREWS <br />12"10"12' 1 1 <br />24' 2 2 <br />9" 7" 13' 2 2 <br />7" 20' 3 3 <br />9" 7" 13' 2 2 <br />7" 20' 3 3 <br />9" 7" 12' 2 2 <br />18' 3 3 <br />9" ' 7" 14' 3 3 <br />8" Pa-de 540[ 80 9, 3 3 <br />25 7'-8- 1107" 7L8•10'-3"110 mph <br />30 6'-6"9'-9 6'-60 8'-8 110 mph <br />40 4'-10" 705"4'-10" 6'-7"-110 ¤30$; ffson <br />60 304.5•0=-- <br />Lag = 1/4- Lag Screw with 2.25 <br />Lattice Structures always use 9 <br />Amerimax Building Pro <br />5208 Tennyson Parkr"• <br />Plano, Texas 75024 <br />Carl Putnam, P. E. <br />3441 Ivylink Place , <br />Lynchburg, VA 24* 1(434) 384-2514 <br />carloutnam@comckst.v <br />M3-2009 <br />Lt33EE: <br />0 <br />'gned <br />¢ 4 ONA 0 · 6 <br />.Dires 9/301201 <br />IOV 5 2012 <br />E;1629,6.