10178996_2101 N. GREENBRIER - Plan

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SOLID COVER 5.0 POST SPACINGS FOR PAnO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS 4"x3" 1 E eam (Detail Y)7",4- 1 Eeam (Detail Q) TABLE 5.7 Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REQD POST MIN FOOTER 8' |10 | 12 POST MIN FOOTER 8' |10 | 12 LOAD (FT)ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER (PSF)(FT)SLAB (FT)TYPE d-(FT)TYPE d- -d- -d- -d (In) I (In) I (In) (in) (In) On) 1 (In) 90 MPH EXPOSURE C or 105 6 PH EXPCSURE B 16 Gauge x3"x8" Steel C (Detail T) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POS'r MIN FOOTER 8' |10 | 12' SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE 'd .d | V .€ (In) (In) I (In) (In) 4"xy I Eeam (Detail Y TABLE 5.7 Attached Freestandir Structure Multispan L GROUND TRIB POST POST MAX MAX POST SNOW WIDTH SPACING REQD POST MIN FOOTER 8' 1£ LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINE (PSF)(FT)SLAB (FT)TYPE d d Ic (In) (In) 1 0 90 MPH EXPOSUFE B 7"x4" 1 Eeam (Detail Q) 19 or Attached Freestanding or Inits Structure Multispan Units LENGTH MAX MAX POST LENGTH )' | 12'POST MIN FOOTER 8' | 10' | 12' D FOOTER SPACING POST SIZE CONSTRAINED FOOTEF (FT)TYPE -d .cr | .4 "d. 9 1 (In) (in) On) 1 On) (In) 16 Gauge x3"x8" Stee C (Detail T) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8'|.10' | 12' SPACING POST SIZE CONSTRAINED FOOTER FT)TYPE -d -d' {in) (In) I (in) (In) 20 3 11'-10"A 90-11' 8 21 23 25 26 13'-10" LIVE 3.5 10'-2- A 8'-10- 8 21 23 24 25 13'-4- LOAD 4 8'-11-A 8'4" 8 21 22 24 25 12·41" ONLY 4.5 T-11'A 7-3" B 21 22 23 25 12'-6- 5 7-1 A 64" B 21 21 23 24 12-1- 5.5 6'-5"A 6-2" B 22 22 22 24 11'-2 6 511 A 59 8 22 22 22 24 10-5- 6.5 5-5 A 5-4" C 22 22 22 23 9'-10 7 5'-1- A 5'-0" C 22 22 22 23 97 7.5 4'-9-A 4-9 C 22 22 22 23 8-9 8 405"A 4'-5" C 22 22 22 23 8'-3 8.5 47 A 4'-3" C 22 22 22 22 T-10- 9 3011 A 00" C 22 22 22 22 7'-6- 9.5 3'-9"A 3-10- C 22 22 22 22 T-2" 10 3'-6"A 3'-8"C 22 22 22 22 6'-10 11 3'-2"A 3'-4"C 22 22 22 22 67 90 MPH EXPOSURE B 25 3 114-A 10'-9- B 19 22 23 24 14'-11- 3.5 9'-8.A 948° B 19 21 22 24 14·-5 4 8'-6-A 8-8- 8 19 21 22 23 13'-11- 4.5 T€A r-11 8 19 20 22 23 13'-6- 5 5-7 A T-4" 8 20 20 21 23 13'-2- 5.5 6-2 A 6-9" 8 20 20 21 22 12'-3· 6 5'-8 A E-y 8 20 20 21 22 11·-5- 6.5 5'-2- A 5'-11- B 20 20 20 22 10'-9- 7 4'-10-A 5'-6" C 20 20 20 21 10'-1 7.5 4'-6-A 5-7 C 20 20 20 21 9-T 8 4'-3-A 4'-11- C 20 20 20 21 9'-1 8.5 4'-0-A 4'-8" C 20 20 20 21 8'-8 9 39 A 4'-5" C 20 20 20 21 8'-3" 9.5 37 A 47 C 20 20 20 21 7-10- 90 MPH EXPOSURE C or 105 K PH EXPCSURE B 25 3 11'-4"A 9-6" B 20 23 24 26 13'-10- 3.5 9-8"A 8'-6" 8 21 22 24 25 13'4' 4 8-6-A 7-8" 8 21 22 23 25 12'-11" 4.5 T-6- A 811- 8 21 21 23 24 12'-6- 5* 6'-9"A 6'-4" 8 21 21 23 24 11-7- 5.5 6'-2"A 5'-11- B 21 21 22 24 10'-9- 6 5'-8"A 5-6- B 21 21 22 23 10'-0- 6.5 5'-2"A 5-1-8 21 21 22 23 9-5" 7 4'-10-A 4'-9 C 21 21 22 23 8'-10 7.5 4'-6-A 4'-6- C 22 22 22 23 84 8 4'.3"A 4'-3- C 22 22 22 23 T-11- 8.5 4'-0-A 4'-0- C 22 22 22 22 7-6- 9 3'-9- A 3'-10· C 22 22 22 22 T -2- 9.5 3-7-A 3'-8 C 22 22 22 22 6010" 10 3'-4"A 3-6- C 22 22 22 22 66 GENERAL INSTRUCnONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSC02 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 5.7 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.7 ICC ESR 1398 (2009 IBC) 10/11/2011 C 23 27 29 30 12'4' C 22 27 29 30 60 3 4'-10" A 6-5- B 16 19 21 22 11'-r D 19 24 25 27 8'-5" C 17 23 24 26 C 24 27 29 30 11'-5.C 23 27 28 30 3.5 4'-2" A 57 C 16 19 20 22 10·-3" D 20 23 25 26 7-2" C 17 22 24 25 C 25 27 28 30 100-4- C 23 26 28 29 4 5-7- A 50" C 16 19 20 21 9-3" D 20 23 24 26 64" C 17 22 23 24 C 25 27 28 30 96" C 23 26 27 29 4.5 3-2- A 4'€ C 16 18 20 21 8'-4" D 20 22 24 25 57 C 17 21 22 24 C 26 26 28 29 89 C 23 25 27 28 5 2·-11"A 4'-1- C 16 18 19 21 7'-8- D 20 22 23 25 5'-1" C 17 21 22 23 0 26 26 28 29 8'« C 24 25 26 28 5.5 2-7' A 30-9" C 16 18 19 20 7'-1- D 20 22 23 24 4'-7 C 17 20 22 23 D 26 26 27 29 74» C 24 24 26 27 6 7-5" A 3-6- C 16 17 19 20 6'-7- 0 20 21 23 24 4'-3"C 17 20 21 22 O 27 27 27 28 6010* C 24 24 25 27 6.5 2'-2"A 3-3" C 16 17 19 20 6-1- D 20 21 22 24 3'-11" C 17 20 21 22 0 27 27 27 28 6'-4- C 24 24 25 26 7 2'-1" A 3'4 C 16 17 18 20 5-8- D 20 21 22 23 3'7 C 17 19 21 22 0 27 27 27 28 5911" C 24 24 25 26 7.5 1'-11"A 2'-10" C 16 17 18 20 5'-4" 0 20 20 22 23 3'-4" C 17 19 20 22 0 27 27 27 27 5·-6-C 24 24 24 26 8 10-9 A 7-8" C 16 17 18 19 5'-1" D 20 20 22 23 3'-2" C 17 19 20 21 D 27 27 27 27 5-3" C 24 24 24 25 8.5 1'-8" A 7-6" C 16 17 18 19 4-9- D 20 20 21 23 34 C 17 19 20 21 D 27 27 27 27 4911"C 24 24 24 25 90 MPH EXPOSUFE C or 1051. PH EXP )SURE B 0 27 27 27 27 4%8" C 24 24 24 25 60 3 4'-10" A 6-5" 8 18 21 23 24 11-7- D 22 26 28 29 E-5.C 19 25 27 28 D 27 27 27 27 4'-5"C 24 24 24 25 3.5 4'-2" A 57 C 18 21 22 23 10-3" D 22 25 27 28 7-2" C 20 24 26 27 D 27 27 27 27 4'4" C 24 24 24 24 4 37 A 50" C 18 20 22 23 97 D 22 25 26 28 64" C 20 23 25 26 4.5 3'-2- A 4'€· C 18 20 21 23 814" D 22 24 26 27 57 0 20 23 24 26 C 21 25 27 28 13'-9· C 20 25 27 28 5 2'-11" A 4'-1-C 18 20 21 22 7%8" D 22 24 25 27 5-1" C 20 22 24 25 C 22 25 27 28 12'4' C 21 25 26 28 5.5 2'-7" A 3'-9-C 18 19 21 22 T-1"0 23 23 25 26 4'7 C 20 22 24 25 C 23 25 26 28 11'-3- C 21 24 26 27 6 7-5- A 3'-6-C 18 19 21 22 6-TO 23 23 25 26 4-3 C 20 22 23 25 C 23 25 26 28 10'4 C 21 24 25 27 6.5 7-7 A 3'-3-C 18 19 20 22 6'-1"0 23 23 24 26 3'-11" C C 24 25 26 27 54 C 21 24 25 26 7 2'-1- A 3'4" C 18 19 20 22 5'-8"D 23 23 24 25 3'7 C C 24 24 26 27 8-10 C 22 23 25 26 0 24 24 25 27 87 C 22 23 24 26 OVER-TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 0 24 24 25 26 77 C 22 22 24 25 HANG PROJECTION OF SINGLE SPAN STUCTURES (FT) 0 24 24 25 26 7'-1 C 22 22 23 25 (FT) 6'7 8 9' 10 11' 12' 13 14' 15' 16' 17' 18' 19 20'21' 22' 0 25 25 25 26 67 C 22 22 23 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 11' D 25 25 25 25 602" C 22 22 23 24 1' 3.9 4'4.5' 5'5.5' 6'6.5' T 7.5 8' 8.5 9'9.5'10·10.5'11'11.5' D 25 25 25 25 5-10' C 22 22 23 24 2' Wa nia Wa 5.5 6 6.5' r 7.5 8'8.5'5 9.9 10 10.5 11'11.5' 12' 0 25 25 25 25 5'-6" 0 22 22 22 24 y Na nia nia nia nia nia nia 8' 8.5'9 9.5 10 10.5 11'11.5'12'12.5' 0 25 25 25 25 5'-3" C 22 22 22 23 4' n/a nla rva rda Wa nia nia rda nia .la na 10.5'11'11.5' 12' 12.5' 13' C 23 27 29 30 12'-3- C 22 27 29 30 TABLE 5.3 Post Requirements TABLE 5.4 Post Requirements for C 24 27 29 30 11'-0- C 22 26 28 30 for Attached Single Span Structures Freestanding Structures or Multispan Attached Structures C 25 27 28 30 9'-11" C 23 26 27 29 Post Description Max POST Detail Post Description Maximum 1 Max POST C 25 27 28 30 9'-1-C 23 25 27 28 Hm Code Footing Height Code Deta C 26 26 28 29 8'4 C 23 25 26 28 Twin 0.0622(1.5"xl.5" Scroll 9' A AC 0.041"x3"xy Steel Clover d= 20" 9'B Nll,AH \UZ-22C 26 26 27 29 r-r C 23 24 26 27 0.042"x3"x8" Aluminum Post 11'B N30 0.041"x3"x3" Steel Clover d= 21" 8'B Nll,AH D 26 26 27 28 no" C 23 24 26 27 0.024"Post with Sideplates 12'B N16. BK 3/16"x3"23" Steel Square d= 28"12'C N17, AG D 26 26 27 28 6-5-C 23 24 25 27 Clover 0.030"xrx3" Alum 11'B Nll,AH 3/16"x3"xy Steel Square d= 28" 8'D N17, AG 0 26 26 26 28 64- C 23 23 25 26 Clover 0.040"xyx3" Alum 12'B Nll,AH 1/4"xyx3" Steel Square d= 28" 12' D N 17, AG 2 0 26 26 26 27 57 C 23 23 24 26 Colonial 0.062" Extruded 12' C AE 3/16"x4'x4" Steel Square d= 28"12'E N17, AG ,« 0 27 27 27 27 5'-3"C 23 23 24 25 0.041"*3"*3' Steel Clover 12'D Nll,AH 1/2"x4"x4" Steel Square d= 37"12'D N17, AG*' i 0 27 27 27 27 4'-11· C 23 23 24 25 0.041"x3"x3" Steel Clover 8' E Nll,AH 1/2"x4°x4" Steel Square d= 31"15'D N17, A* € O 27 27 27 27 4'-8- C 23 23 24 25 3/16'x3"x3- Steel Square 15' H 0 27 27 27 27 4'-5"C 23 23 23 25 1/4""x3"xy Steel Square 15' 1 D 27 27 27 27 4'-2- C 23 23 23 25 3/16"x#")(4' Steel Square 15'J N17, AG 1/2"x4"x41" Steel Square 15'K N17, AG '00;Sifi8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN 10 TABLE 5.7 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products4>Sw TEM# CFREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 5208 Tennyson Parkway 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)1 W- Cart Putnam, P. E..d> r#$FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN 3441 Ivylink Place 9 640/1201 SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.7 Lynchburg, VA 24503 /OWE*\ SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.nel 1 SLAB 9. FOLLOW 9-10 FROM ABOVE I ><-FLMiL--/P--11511 SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES EOFCALES OCT 20 2- MJJ NOV Page 27 of 60 -rMesi/36-|20 20 21 20 21 23 24 BOFESSIONA- - c F - VY viv31Y - N17, AG N17. AG U U 6 cofes on f 0 A PT 0 11 'gned ONA 43 5 2012 \1