Laserfiche WebLink
SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAE <br />4-xy I E eam (Detail Y)7"x4" 1 Eeam (Detail Q)16 Gauc e x3"x8" Steel C (Detail T) <br />TABLE 6.7 Attached Freestanding or Attached Freestanding or Attached Freestanding or <br />Structure Multispan Units Structure Multispan Units Structure Mullispan Units <br />GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH <br />SNOW WIDTH SPACING REQU POST MIN FOOTER 8' | 19 | 12 POST MIN FOOTER 8' |10 | 12'POST MIN FOOTER 8' |10 | 12' <br />LOAD (FT)ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER <br />(PSF)(FD SLAB (FT)TYPE 'd -d- | -d. | -d.(FT)TYPE d Y | Y | Y (Fo TYPE d 9 | .d. .d- <br />On) (in) I (in) I (In)On) (In) 1 (In) 1 On) On) (In) 1 (In) On) <br />110 MPH EXPOSURE C <br />10 3 2248· A 9'-1" B 23 25 27 28 12'-7-C 26 29 31 33 12'-8- C 26 30 32 34 <br />LIVE 3.5 19'-5 A 8'-9" B 24 25 27 28 12'-1- C 27 29 31 33 11'-5- C 26 29 31 33 <br />LOAD 4 1 7-0"A 8%0" B 24 24 26 28 11'-9- C 28 29 31 32 10'-4- C 26 29 31 32 <br />ONLY 4.5 15'-1-A T-3" 8 24 24 26 27 11'-5 C 28 29 31 32 9-6" C 27 28 30 32 <br />5 13·7 A 67 8 25 25 25 27 11'-1· C 29 29 30 32 8-9- C 27 28 30 31 <br />5.5 12'-4'A 6-2- 8 25 25 25 26 10-10" C 30 30 30 32 8'-0" C 27 27 29 31 <br />6 11'-4-A 5-9- 8 25 25 25 26 10-5· C 30 30 30 32 74-C 27 27 28 30 <br />6.5 10'-5"A 5'-4-8 25 25 25 26 9'-10 0 30 30 30 31 6-10· C 27 27 28 30 <br />7 9'-8"A 54 8 25 25 25 25 97 0 31 31 31 31 6'4· C 27 27 28 29 <br />7.5 9'-1"A 4%9" 8 25 25 25 25 8'-9" D 31 31 31 31 5'-11· C 27 27 27 29 <br />8 8'-6"A 4'-5" C 25 25 25 25 8'-3- D 31 31 31 31 54· C 27 27 27 28 <br />8.5 8'-0 A 4'-3" C 25 25 25 25 7-10· D 31 31 31 31 5-3" C 27 27 27 28 <br />9 T€'A 4%0"C 25 25 25 25 76" 0 31 31 31 31 4'41 C 27 27 27 28 <br />9.5 7-2" A 3'-10" C 25 25 25 25 77 0 31 31 31 31 4%8"C 27 27 27 28 <br />10 6'-9"A 3%8" C 25 25 25 25 6'-10- D 31 31 31 31 4'-5" C 27 27 27 27 <br />11 6'-2"A 3'4" C 25 25 25 25 67 D 31 31 31 31 4'4 C 27 27 27 27 <br />110 MPH EXPOSURI 8 or 90 MPB EXPOS JRE C <br />20 3 11'-10'·A 9-6- 8 21 23 25 26 16-3- C 25 29 30 32 12-3-C 23 27 29 31 <br />LIVE 3.5 10·-2 A 8'€ 8 21 23 24 26 15'-1- C 26 28 30 31 11'-0- C 23 27 28 30 <br />LOAD 4 8'-11 -A 7-8- 8 21 22 24 25 1348- C 26 27 29 31 5-11-C 23 26 28 29 <br />ONLY 4.5 7-11-A 5-11- B 21 22 23 25 12'-r C 26 27 29 30 90-1" C 23 26 27 29 <br />5 1-1 A 6*4" 8 22 22 23 24 11'-7 C 26 26 28 30 84" C 24 25 27 28 <br />5.5 6'-5-A 5-11- 8 22 22 23 24 10-9- D 26 26 28 29 7-7 C 24 25 26 28 <br />6 9-11 A 5-6- 8 22 22 22 24 10« D 27 27 27 29 79' C 24 24 26 27 <br />6.5 515"A 5'-1" 8 22 22 22 23 9'5"D 27 27 27 28 6'-5" C 24 24 25 27 <br />7 501"A 4-9- C 22 22 22 23 8-10' 0 27 27 27 28 64 C 24 24 25 27 <br />7.5 4-9-A 4'€ C 22 22 22 23 8'4" 0 27 27 27 28 57 C 24 24 25 26 <br />8 4'-5"A 493" C 22 22 22 23 7-11- 0 27 27 27 27 57 C 24 24 24 26 <br />8.5 4'-2"A 4'-0" C 22 22 22 23 T€D 27 27 27 27 4-11- C 24 24 24 26 <br />9 3'-11- A 3'-10- C 22 22 22 23 7·-2-0 27 27 27 27 4'-8- C 24 24 24 25 <br />9.5 3-9 A 3-8" C 22 22 22 22 6-10- D 27 27 27 27 4-5- C 24 24 24 25 <br />110 MPH EXPOSURE C <br />20 3 11'-10"A 87 8 23 25 26 28 12-7 C 26 29 31 33 11'-1' C 25 29 31 33 <br />LIVE 3.5 10'-2-A T-7- 8 23 24 26 27 12'-1- C 27 29 31 33 9'-11- C 25 28 30 32 <br />LOAD 4 8'-11 A 6'40- 8 23 24 25 27 11'-9- C 28 29 31 32 8011- C 25 28 30 31 <br />ONLY 4.5 7'-11'A 67 8 23 23 25 26 11'-3- D 28 29 30 32 8-1 C 25 27 29 31 <br />4"xy I Eeam (Detail Y 7"x4" 1 E eam (Detail C!) <br />TABLE 6.7 Attached Freestanding or Attached Freestanding or <br />Structure Multispan Units Structure Multispan Units <br />GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH <br />SNOW WIDTH SPACING REQD POST MIN FOOTER 8' | 10' | 12'POST MIN FOOTER 8' | 100 | 12' <br />LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST siZE CONSTRAINED FOOTEE <br />(PSF)(FT)SLAB (FT)TYPE d .< |-d- | V (FT)TYPE -cr -dr -d- | -d- <br />(in) (In)(In) 1 (in) On) on) On) 1 On) <br />110 MPH EXPOSURE B or 90 MPH EXPCSURE C <br />30 3 9'-6"A 8'-10 B 20 23 24 26 13'-7· C 23 27 29 31 <br />3.5 8'-2"A 7·-10" B 21 22 24 25 13'-1" C 24 27 29 30 <br />4 7'-1 A 7-1 B 21 22 23 25 12'-8" C 25 27 29 30 <br />4.5 614" A 6'-5"B 21 21 23 24 11'-8" 0 25 26 28 30 <br />5 5'-8"A 5'-10-8 21 21 23 24 10-9" D 26 26 28 29 <br />5.5 5'-2"A 5'-5-C 21 21 22 24 9-11" 0 26 26 27 29 <br />6 4'-9"A 5'4 C 21 21 22 23 97 D 26 26 27 28 <br />6.5 44 A 4'-8-C 21 21 22 23 80-8"D 26 26 26 28 <br />7 4'-1"A 4'-5-C 21 21 22 23 8'-2"0 26 26 26 28 <br />7.5 3'-9"A 4'-1"C 21 21 21 23 7-8 0 26 26 26 27 <br />8 3'-6-A 3-11- C 21 21 21 23 T-3 D 26 26 26 27 <br />8.5 3-41"A 3'-8"C 21 21 21 22 6·-11"0 26 26 26 27 <br />110 MPH EXPOSU RE C <br />30 3 9-6-A TE 8 22 24 26 27 12'7 C 26 29 31 33 <br />3.5 8'-2"A 6'-10-B 22 24 25 27 12'-1" C 27 29 31 33 <br />4 7'-1-A 6'-2"B 22 23 25 26 11'-2"C 27 29 30 32 <br />4.5 5-4-A 5-7-8 22 23 24 26 10-2 0 27 28 30 31 <br />5 5'-8-A 5-1-C 22 22 24 26 94 0 27 28 29 31 <br />5.5 5'-2"A 4'-8"C 23 23 24 25 8%8"0 28 28 29 30 <br />6 4'-9-A 4'-4-C 23 23 23 25 8'-1"0 28 28 28 30 <br />6.5 4'-4" A 4%0"C 23 23 23 25 T-6"0 28 28 28 30 <br />7 4'-1"A 3'-9 C 23 23 23 24 T-1"O 28 28 28 29 <br />OVER-TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES <br />HANG PROJECTION OF SINGLE SPAN STUCTURES (FT) <br />(Fr) ET E 9' 10'11· 12' 13' 14 19 16' C 18' 19' 20' <br />0 3 3.5 4 4.5'5 5.5 6 6.9 T 7.5 8' 8.5' 9 9.5 10 <br />1' 3.5' 4'4.5' 5'5.5 67 6.9 r 7.5'8' 8.5 9 9.5 10' 10.5' <br />2' Wa rda rda Wa n/a 6.5' T 7.9 5 8.5'9 9.5' 10 10.5 11 <br />3' Wa Wa Wa ,Va rda nia rea nia Wa rda 9.5 10 10.5' 11' 11.5 <br />4' rda rda rda n/a rda rda nia nia r/a rda Na n/a nia nia rda <br />TABLE 6.3 Post Requirements TABLE 6.4 Post Requirements for <br />for Attached Single Span Structures Freestanding Structures or Multispan Attached Sl <br />Post Description Max POST Detail Post Description Maximum Max <br />Hqt Code Footing Height <br />16 Gauge xy€ Steel C (Detail T) <br />Attached Freestanding or <br />Structure Muttispan Units <br />MAX MAX POST LENGTH <br />POST MIN FOOTER 8' |19 | 12' <br />SPACING POST SIZE CONSTRAINED FOOTER <br />(FT)TYPE -d 1 Y | Y <br />(in) (in) (in) I (In) <br />11'-5 C <br />10'-3- C <br />9-3' C <br />8'-5" C <br />T--r C <br />6%11" C <br />6'-41" C <br />5%10" C <br />505" C <br />5'-1" C <br />4'.9" C <br />4%6- C <br />10'-1- C <br />9'-0" C <br />8'-0" C <br />T-2" C <br />6'-5" C <br />540" C <br />5-4" C <br />4'-11" C <br />4-T' C <br />21' 22 <br />10.5'11' <br />11' 11.5' <br />11.5'17 <br />12' 12.5' <br />12.5'13' <br />:ructures <br />POST <br />Code Deful <br />22 2 <br />22 2 <br />23 2 <br />23 2 <br />23 2 <br />23 2 <br />23 2 <br />23 2 <br />23 2 <br />23 2 <br />23 2 <br />23 2 <br />24 2 <br />24 2 <br />24 2 <br />24 2 <br />24 2 <br />24 2 <br />24 2 <br />24 2 <br />24 2 <br />143/ <br />62 <br />5 711 A 5'-8 C 23 23 24 26 10'4" <br />5.5 6'-5-A 5-3" 0 23 23 24 26 9-1 <br />6 5'-11 A 4-10- C 23 23 24 25 8-11- <br />6.5 9-5-A 4'-6- C 24 24 24 25 8'4 <br />7 5%1"A 4'-3" C 24 24 24 25 T-10 <br />7.5 4'-9-A 4'-0- C 24 24 24 25 7·-5- <br />8 4'-5-A 3-9" C 24 24 24 24 Th <br />8.5 4'-2"A 3'-6" C 24 24 24 24 6-8 <br />9 3'-11'A 34" C 24 24 24 24 6-4- <br />9.5 3-9-A 3'-2 C 24 24 24 24 6'-0" <br />10 3'4 A 3'-0"C 24 24 24 24 5'-9" <br />GENERAL INSTRUCTIONS FOR THESE TABLES <br />1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE <br />2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT <br />3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE <br />(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS <br />USE 20PSF MIN) <br />4. CHOOSE A PANEL FROM SECAON 4.0 THAT HAS <br />ADEQUATE CLEARSPAN FOR YOUR NEEDS. <br />5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR <br />CALCULATE FROM TRIBUTARY DIAGRAM ONSC02 PAGE 2 OF 2 <br />6. CHOOSE A HEADER FROM THAT HAS ADEQUATE <br />POST SPACING. <br />7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.7 <br />7 29 <br />6 28 <br />6 27 <br />5 27 <br />5 26 <br />4 26 <br />4 25 <br />3 25 <br />3 25 <br />3 24 26 <br />3 24 25 <br />3 24 25 <br />9 <br />8 <br />7 <br />7 <br />6 <br />6 <br />5 <br />5 <br />4 26 <br />ROPESS/041> Pu <br />8 9 <br />E.P 6/ 7 <br />VIL'4 op CALWO#D 28 28 30 31 7-3" C 25 27 28 30 Twin 0.0620xl.5-)1.5° Scroll 9' A AC 0.041'xrx3" Steel Clover d= 20" 9'B Nll,AH 0 <br />0 29 29 29 31 67 C 25 26 28 29 0.042-x3™8" Aluminum Post 11'B 1430 0.041"x3"x3" Steel CIover d= 21" 8'B Nll,AH <br />0 29 29 29 31 6'-1"C 25 26 27 29 0.024-Post with Sideplales 12'B N16.8K 3/16-xy€ Steel Square d= 28"12'C N17, AG 4 <br />0 29 29 29 30 57 C 25 25 27 28 Clover 0.030"xyxy Alum 11'B Nll,AH 3/16°x3-x3- Steel Square d= 28" 8'D N17, AG .4" u„,-4-4 <br />0 29 29 29 30 57 C 25 25 27 28 Clover 0.040"xyx3- Alum 12'B N·11, AH 1/4 -x3"x3- Steel Square d= 28"12'D N 17, Ac**r <br />0 29 29 29 29 4010' C 25 25 26 28 Colonial 0.062" Extruded 12'C AE 3/16"x4"x4" Steel Square d= 28"12'E N17,4#' h <br />0 29 29 29 29 4'-r C 25 25 26 . 27 0.041-xyx3" Steel Clover 12'D N11.AM 1/2"x4"x4" Steel Square d= 37"12'D N17,46 2 <br />0 29 29 29 29 4·-3- C 25 25 26 27 0.041"x3"« Steel Clover 8' E Nll,AH 1/2"x4"x4" Steel Square d= 31"15'D N170(* r <br />O 29 29 29 29 4'-1-C 25 25 25 27 3/16"xyx3" Steel Square 15' H <br />O 29 29 29 29 3·-10· C 25 25 25 27 1/4-x3"« Steel Square 15' I <br />0 29 29 29 29 3'4" C 25 25 25 26 3/160<04" Steel Square 15' J <br />1/2*x4"x4- Steel Square 15' K <br />8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN 0 Cl <br />TABLE 6.7 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products / <p' /A. .....W-.7 <br />FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 5208 Tennyson Parkway / Q /C <br />9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Plano, Texas 75024 < 10. USE THE APPROPRIATE DETAILS (Nl-N35 or A-BM)0 623 <br />Carl Putnam, P. E. <br />FOR PAnO SLABS FOLLOW 1 -6 FROM ABOVE THEN 3441 Ivylink Place <br />SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg, VA 24503 17* El\..11 -v, GUI j - -SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.nel <br />SLAB 9. FOLLOW 9-10 FROM ABOVE - <br />SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES c \AP<··Em/0/21\ux@FCAL,FOP' <br />. <br />N17, AG <br />N17, AG <br />N17, AG <br />N17, AG FISSION Atoi <br />ICC ESR 1398 (2009 IBC) 10/11/2011 'Page 37 of 60 <br />cote <br />00 <br />A <br />PT <br />0 <br />'gned <br />5 4 ONA U ·S' € <br />+0/res 9/30120 <br />OCT 20 2pl 2 0 NOV 5 2012