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SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAE <br />Classic Extruded Fascia (Detail H)Alaskan Extruded Fasc a (Detail K) <br />TABLE 5.6 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'I 19 1 12' <br />LOAD (FT)ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER <br />(PSF)(FT)SLAB (FT)TYPE 'd*"d· | 'd' I v (FT)TYPE »d'-dr | -dr d <br />(In) On) 1 (In) 1 (In) On) (In) 1 (in) On) <br />90 MPH EXPOSURE C or 105 KPH EXPCSURE 8 <br />20 3 11·-10•A 12'-9· C 22 22 24 25 11·-1·B 21 21 23 24 <br />LIVE 3.5 10'.2'A 12'4· C 23 23 24 25 10-6- C 22 22 23 24 <br />LOAD 4 8'-11'A 11·-7-C 24 24 24 25 10·4= C 23 23 23 24 <br />ONLY 4.5 T-11-A 11'-1-C 24 24 24 25 9'-4"C 23 23 23 24 <br />5 7-1"A 10'-9" C 25 25 25 25 8-10- C 24 24 24 24 <br />5.5 6'-5"A 10·-5- C 26 26 26 26 8%5"C 24 24 24 24 <br />6 5'-11 A 10'-1' C 26 26 26 26 8'-0- C 24 24 24 24 <br />6.5 5'-5-A 9-10- 0 27 27 27 27 T.8- C 24 24 24 24 <br />7 591 A 9-7" D 27 27 27 27 T·4" C 25 25 25 25 <br />7.5 409"A 94" 0 27 27 27 27 7-1" C 25 25 25 25 <br />8 4'-5 A 9'-2" D 28 28 28 28 6-10» C 25 25 25 25 <br />8.5 4'-2"A 9-0" 0 28 28 28 28 6'7 C 25 25 25 25 <br />9 30-11"A 8'-10- D 29 29 29 29 6-5" C 26 26 26 26 <br />9.5 3'-9"A 8'-8" D 29 29 29 29 67 C 26 26 26 26 <br />10 3'-6"A 8'-6- D 29 29 29 29 6'-0" C 26 26 26 26 <br />11 3'-2"A 8'-3" D 30 30 30 30 5-8" D 26 26 26 26 <br />90 MPH EXPOSURE B <br />Double Steel Cloverleaf (Detail AA) <br />Attached Freestanding or <br />Structure Multispan Units <br />MAX MAX POST LENGTH GROUND <br />POST MIN FOOTER 8' |10 | 12 SNOW <br />SPACING POST SIZE CONSTFUINED FOOTER LOAD <br />(FT)TYPE ·d·'d" | *d'4 (PSF) <br />(In) (In) (In) (In) <br />11'-6- C 22 23 24 26 60 <br />10-11" C 22 23 24 25 <br />10-5 C 23 23 24 25 <br />10'4» C 24 24 24 25 <br />9%8" C 24 24 24 25 <br />9'-5"C 25 25 25 25 <br />9.1 C 25 25 25 25 <br />5-11-C 26 26 26 26 <br />84- C 26 26 26 26 <br />8'-5 0 27 27 27 27 <br />8'-r 0 27 27 27 27 <br />7-11 0 27 27 27 27 <br />7-9- 0 27 27 27 27 <br />T€ D 28 28 28 28 60 <br />7-4-D 28 28 28 28 <br />7-0- 0 28 28 28 28 <br />Classic Extruded Fasc a (Detail H) <br />TABLE 5.6 Attached Freestanding or <br />Structure Multispan Units <br />TRIB POST POST MAX MAX POST LENGTH <br />WIDTH SPACING REQD POST MIN FOOTER 8' |10 | 12' <br />(FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER <br />(FT)SLAB (FT)TYPE 'd»'d -4* Y <br />(In) (in) (In) (In) <br />90 MPH EXPOSURE 8 <br />3 4'-10 A 10'-6- C 19 20 21 22 <br />3.5 4'-2"A 10-0-D 19 20 21 22 <br />4 3-T A 9'-T' 0 20 20 21 22 <br />4.5 37 A 9'-2" 0 20 20 21 22 <br />5 2'-11"A 8'-10"D 21 21 21 22 <br />5.5 T'-T A 8'-r D 21 21 21 22 <br />6 7-5 A 8'-4 D 22 22 22 22 <br />6.5 2'-2"A 8'-1 "D 22 22 22 22 <br />7 2'-1 -A 7-9 D 22 22 22 22 <br />7.5 1'-11- A T -6"D 23 23 23 23 <br />8 1'-9-A r-2 D 23 23 23 23 <br />8.5 1'-8-A 7'4 D 23 23 23 23 <br />90 MPH EXPOSUFE C or 105 6 PH EXP)SURE 8 <br />3 4'-10- A 10'4 C 21 22 23 24 <br />3.5 4'-2"A 10'-0 O 22 22 23 24 <br />4 37 A 9-7 0 22 22 23 24 <br />4.5 3-2 A 9-2"D 23 23 23 24 <br />Alaskan Extruded Fascia (Detail K) <br />Attached Freestanding or <br />Structure Multispan Units <br />MAX MAX POST LENGTH <br />POST MIN FOOTER 8' | 10' | 12 <br />SPACING POST SIZE CONSTRAINED FOOTEF <br />(FT)TYPE "d'-dd- -d <br />(In) (In) (In) (In) <br />87 C 17 19 20 21 <br />7-11 C 18 19 20 21 <br />7-4 C 18 18 20 21 <br />60-11" C 19 19 19 21 <br />6'-6"C 19 19 19 21 <br />6-2-C 19 19 19 20 <br />5'-10"D 19 19 19 20 <br />5'-7" D 20 20 20 20 <br />5'-4" D 20 20 20 20 <br />5'-2"D 20 20 20 20 <br />4'-11" D 20 20 20 20 <br />4.9-O 20 20 20 20 <br />87 C 20 20 22 23 <br />r-11- C 20 20 22 23 <br />TA-0 21 21 21 23 <br />6'-11 -0 21 21 21 23 <br />Double Steel Cloverleaf (Detail AA) <br />Attached Freestanding or <br />Structure Multispan Units <br />MAD<MAX POST LENGTH <br />POST MINI FOOTER 8 |10' | 12' <br />SPACING POST SIZE CONSTRAINED FOOTER <br />(FT)TYPE 'd-4 | V -d- <br />(in) (in) I (In) (In) <br />9·-6"C 18 20 22 23 <br />900" C 19 20 21 23 <br />8·-T C 19 20 21 22 <br />8'-3"0 20 20 21 22 <br />7-10" O 20 20 21 22 <br />7-5" D 20 20 21 22 <br />7-2" 0 21 21 21 22 <br />6-10" 0 21 21 21 22 <br />6·-7" 0 21 21 21 21 <br />6-4" 0 21 21 21 21 <br />692" 0 22 22 22 22 <br />5%11" 0 22 22 22 22 <br />9·-6" C 20 22 23 25 <br />94" C 21 22 23 25 <br />8'.T 0 22 22 23 24 <br />803" 0 22 22 23 24 <br />25 3 11'-4·A 13 3- C 20 21 22 23 11'€ <br />3.5 9'-8"A 12 7- C 21 21 22 23 10'-11- <br />4 8'-6"A 12'4- C 22 22 22 23 10 5- <br />4.5 7-6 A 11-7- C 22 22 22 23 9-11- <br />5 6-9 A 11-2· C 23 23 23 23 9-5 <br />5.5 6'-2"A 10010" C 23 23 23 23 8'-11 <br />6 5'-8"A 10'-6- C 24 24 24 24 84- <br />6.5 5'-2-A 10'-3- C 24 24 24 24 87 <br />7 4'-10-A 10'-0- D 24 24 24 24 7·+10· <br />7.5 4'-6-A 9-9- O 25 25 25 25 r-r <br />8 4'-3-A 97 0 25 25 25 25 7-3" <br />8.5 4%0-A 5-4- D 25 25 25 25 7-1- <br />9 39 A 9-2" O 26 26 26 26 6'40- <br />9.5 3·7 A 94 0 26 26 26 26 6'7 <br />90 MPH EXPOSURE C or 105 6 PH EXPCSURE B <br />25 3 11'4"A 12'-6- C 22 22 24 25 10'-10- <br />3.5 9-8.A 11'-11- C 23 23 24 25 104- <br />4 8'-6-A 11'-4- C 24 24 24 25 9'-8" <br />4.5 7-6 A 10'-11" C 24 24 24 25 9-1 <br />5 619"A 107 C 25 25 25 25 8'7 <br />5.5 6'-2"A 10-3- C 25 25 25 25 8-2 <br />6 518 A 9-11- O 26 26 26 26 7-9- <br />6.5 5-2"A 94- O 26 26 26 26 7-5- <br />7 4'-10"A 9-5- D 27 27 27 27 T.2- <br />7.5 4'-6"A 9-2- 0 27 27 27 27 511· <br />8 4'-3"A 94" 0 28 28 28 28 6'-8 <br />8.5 44 A 8-10» 0 28 28 28 28 6-5 <br />9 3'-9"A 8'4" D 28 28 28 28 67 <br />9.5 3-r A 8-6- 0 29 29 29 29 5-7 <br />10 3'-4"A 84" 0 29 29 29 29 5'-10- <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 SECTION 4.0 THAT HAS <br />ADEQUATE CLEARSPAN FOR YOUR NEEDS. <br />5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR <br />CALCULATE FROM TRIBUTARY DIAGRAM ONSC02 PAGE 2 OF 2 <br />6. CHOOSE A HEADER FROM TABLE 5.6 THAT HAS ADEQUATE <br />POST SPACING. <br />7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.6 <br />ICC ESR 1398 (2009 IBC) 10/11/2011 <br />23 23 23 24 <br />23 23 23 24 <br />23 23 23 24 <br />24 24 24 24 <br />24 24 24 24 <br />1'0* PU <br />.5' <br />Z <br />B 9 <br />3• <br />tesi <br />B 19 20 21 22 174 B 20 21 23 24 5 2·-11"A 8·-10" O 24 24 24 24 6%6" O 21 21 21 22 r-10·' I <br />B 20 20 21 22 11'-4- C 20 21 22 24 5.5 2·7 A 8·7 D 24 24 24 24 67 D 22 22 22 22 7'-5" 1 <br />C 21 21 21 22 10*10- C 21 21 22 23 6 2'-5" A 8%4"0 24 24 24 24 5-10"D 22 22 22 22 7'-2 <br />C 21 21 21 22 100-5-C 21 21 22 23 6.5 27 A 8'-1"O 25 25 25 25 57 0 22 22 22 22 6-10" 1 <br />C 21 21 21 22 1041"C 22 22 22 23 7 2·-1"A T-9-0 25 25 25 25 54"0 22 22 22 22 6'7 1 <br />C 22 22 22 22 9'-9" C 22 22 22 23 <br />C 22 22 22 22 9'€ C 23 23 23 23 OVER-TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES <br />C 22 22 22 22 9'-r C 23 23 23 23 HANG PROJECTION OF SINGLE SPAN STUCTURES (FT) <br />C 22 22 22 22 5-eC24242424 (FBET8'9'1911'1713 14'15' 16' 1 7 18' 19' 20' 21' 2 / <br />C 23 23 23 23 8-10- C 24 24 24 24 0 3' 3.5' 4'4.5'5 5.5 6 6.5' T 7.5'8' 8.5'9 9.5 10 10.5 1 <br />C 23 23 23 23 87 0 24 24 24 24 1' 3.5 4 4.5' 5'5.5'6' 6.5' T 7.5'8' 8.5' 9'9.5 10' 10.5 11' 11 <br />C 23 23 23 23 8'-5-0 25 25 25 25 2' Wa n/a Wa 5.5'E 6.5 7 7.5 8' 8.5'9 9.5· 10 10.5' 11' 11.5' 1 0\ <br />C 23 23 23 23 8-2- 0 25 25 25 25 y n/a rda rda rda rda rda rda 8'8.5'9' 99 10 10.5 11· 11.5 12' 12 <br />C 24 24 24 24 7'-11 D 25 25 25 25 4' rea Wa Wa Wa Wa nia Wa Wa n/a Wa rda 10.5' 11' 11.5' 12' 12.5' 1 <br />B 21 21 23 24 11'-3- C 22 23 24 26 TABLE 5.3 Post Requirements TABLE 5.4 Post Requirements for <br />C 22 22 23 24 10-9· C 22 22 24 25 for Attached Single Span Structures Freestanding Structures or Multispan Attached Structures J. <br />C 23 23 23 24 10'-3- C 23 23 24 25 Post Description Max POST DETAIL Post Description Maximum 1 Max POST ,0 <br />C 23 23 23 24 9-10· C 24 24 24 25 H* Code Footing Height Code De <br />C 23 23 23 23 9-6- C 24 24 24 25 Twin 0.062"xl.50<1.5" Scroll 9' A AC 0.041"xy'xy Steel Ciover d= 20" 9'B N117741 <br />C 24 24 24 24 943· C 25 25 25 25 0.042"x3"*8" Aluminum Post 11'B 1430 0.041"x3"xy Steel Clover d= 21" 8'B Nll,AH -OFC*/ <br />C 24 24 24 24 8'-11· C 25 25 25 25 0.024"Post With Sideplates 12'B N16, BK 3/16"xyxy Steel Square d= 28"12'C N17, AG <br />C 24 24 24 24 8-9" C 26 26 26 26 Clover 0.030-x3-xy Alum 11'B Nll,AH 3/16-xh3" Steel Square d= 28" 8'D N17, AG , ;>FC 25 25 25 25 8-6- D 26 26 26 26 Clover 0.040-x3"xy Alum 12'B Nll,AH 1/4-'x323" Steel Square d. 28"12'D N17, AG /7 <br />C 25 25 25 25 87 0 26 26 26 26 Colonial 0.062" Extruded 12'C AE 3/16"x4"x4" Steel Square d= 28"12'E N17, AG .47 , <br />C 25 25 25 25 8-7 0 27 27 27 27 0.Gil"x3"x3" Steel Clover 12'D Nll,AH 1/2'94"x4" Steel Square d= 37"12'D N17, AG*' g <br />C 25 25 25 25 7-9- 0 27 27 27 27 0.041"x3"x3" Steel Clever 8' E Nll,AH 1/2-x4"x4" Steel Square d. 31" 15' D N17, A* * <br />C 25 25 25 25 7-6· 0 27 27 27 27 3/16"*3"*3" Steel Square 15' H <br />C 26 26 26 26 74· D 27 27 27 27 1/4-*3"x3" Steel Square 15' I <br />C 26 26 26 26 T-2- D 28 28 28 28 3/16"xO4 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 <br />TABLE 5.6 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products <br />FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 5208 Tennyson Parkway <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 <br />10. USE THE APPROPRIATE DETAILS (Nl-N35 or A-BM)rh 1 -I ul '•.--a -Alv--====2.-->N <br />Carl Putnam, P. E. <br />FOR PAT10 SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place .lager=SS- <br />SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.6 Lynchburg, VA 24503 <br />SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.nel <SLAB 9. FOLLOW 9-10 FROM ABOVE <br />SLAB 10. FOR lWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES <br />.:2ZE--7 1\\ ,[95]/ 1 flu ))j <br />OCT 20 #011#21 UJi/y- <br />Page 25 of 60 L//,V &%<t2>:1 NOV 5 2012 <br />4/res 9/30110 <br />N17. AG <br />N17, AG <br />N 17, AG <br />N17, AG /4ESSION 63*AC <br />Al to / *r ir <br />VIL -/ air,Al\\ / PkIWK <br />eG\NEER. <br />Ep.1 1 0 <br />C1 <br />0 6231 <br />F NE <br />3