10178996_2101 N. GREENBRIER - Plan

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SOLID COVER 5.0 POST SPACINGS FOR PAHO AND COMMERCIAL COVERS IN 90 MPH WIND AREAE 0.042"x3"x8" Box Beam (Detail N30)Double,1.042"x3"x8" Beam (Detail N25)Double (.040"x2"x6.625" Beam (Detail N25) TABLE 5.1 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units Structure Multispan Units . GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAO< POST LENGTH GROUND SNOW WIDTH SPACING REQ'D POST MIN FOOTER 8' |10 | 12'POST MIN FOOTER 8 |10 | 12'POST MIN FOOTER 8'1 W 1 17 SNOW LOAD (FT)ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST StZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER LOAD (PSF)(FT)SLAB (Fn TYPE d d· I 'd' 1 *d"(FT)TYPE ·d·-d- | .d | /£(FT)TYPE ·d·4 | -d- | 4 (PSF) (In) (In)(in) I M (in) (in) I on) I (In)(in) (In)(in) 1 (In) 90 MPH EXPOSURE C or 105 4 PH EXPCSURE 8 20 3 11'-10" A 6'-5" A 18 24 25 26 12'-2= C 22 27 29 30 11'4 8 21 26 27 29 60 LIVE 3.5 10'-2-A 5-9- A 18 23 25 26 11-1- 0 23 26 28 30 10'-1- C 22 25 27 28 LOAD 4 8'-11·A 57 A 18 23 24 25 10'-3- C 23 26 28 29 94-C 22 25 26 28 ONLY 4.5 7'-11-A 4'-8- A 18 22 24 25 9'-6- C 23 26 27 29 848- C 23 24 26 27 5 7'-1"A 4'-3" A 19 22 23 25 8'-10- C 24 25 27 28 87 C 23 24 26 27 5.5 6'-5-A 4·-0" A 19 21 23 24 8'-4-C 24 25 26 28 74 C 23 24 25 27 6 5'-11'A 3-8" A 19 21 23 24 7-10- C 24 25 26 28 7-3 C 23 23 25 26 6.5 5'-5"A 3'-5" A 19 21 22 24 7-5- C 24 24 26 27 6'-11 C 24 24 25 26 7 5-1 A 37 A 19 21 22 23 7-1 C 24 24 26 27 6'-r C 24 24 24 26 7.5 4·.9"A 3'-0" A 19 20 22 23 6'-9" C 25 25 25 27 6'-3 C 24 24 24 26 8 4'-5"A 2'-10- A 19 20 22 23 6'-5" C 25 25 25 26 6%0- C 24 24 24 25 8.5 4'-27 A 2'-8- A 19 20 21 23 6'-2 C 25 25 25 26 5'-9- C 24 24 24 25 9 3'-11'A 27 A 19 20 21 23 5·-11· C 25 25 25 26 57 C 25 25 25 25 9.5 3-9-A 2-5- A 19 20 21 22 5'-8- C 25 25 25 26 5-4-C 25 25 25 25 60 10 3-6-A 74" A 19 19 21 22 5-5" C 25 25 25 26 57 C 25 25 25 25 11 37 A 74" A 19 19 21 22 9-0- C 25 25 25 25 4'-10*C 25 25 25 25 90 MPH EXPOSURE B 0.042"xy"x8" Box Bean (Detail 1430) TABLE 5.1 Attached Freestanding or Structure Multispan Units TRIB POST POST MAX MAX POST LENGTH WIDTH SPACING REQ'D POST MIN FOOTER 8' |19 | 12 (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER (FT)SlAB (FT)TYPE ·d -d | ." .€ (in) (In) 1 On) 1 (in) 90 MPH EXPOSURE 8 3 4'-10" A 4'-1- A 14 20 21 22 3.5 4'-2"A 3'-r A 14 19 21 22 4 3'-7-A 3-2- A 14 19 20 22 4.5 3'-2"A 7-11 A 14 19 20 21 5 2'-11" A 2'-r A 14 18 20 21 5.5 2-r A 2-5" A 14 18 19 21 6 2'-5» A 2'-3" A 14 18 19 20 6.5 27 A 2·-1" A 14 18 19 20 7 2'-1" A 1'-11"A 14 17 19 20 7.5 1'-11"A 1'-10" A 14 17 19 20 8 1'-9" A 1'-8" A 14 17 18 20 8.5 1'-8" A 1'-7- A 14 17 18 20 90 MPH EXPOSUFE C or 105 N PH EXP)SURE 8 3 4-10- A 4-1" A 15 22 23 24 3.5 4'-2"A 37 A 16 21 23 24 4 37 A 3-2" A 16 21 22 23 4.5 3'-2 A 2'41 A 16 20 22 23 Double 0.042"x3"x8" Beam (Detail N25) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' | 10' | 12 SPACING POST SIZE CONSTRAINED FOOTEF (FT)TYPE V Y Y d M (In) (In) I (in) 87 C 17 23 24 26 7-9" C 18 22 24 25 74" C 18 22 23 25 6'-6"C 18 22 23 24 6-0' C 18 21 23 24 57 C 19 21 22 24 5%3" C 19 21 22 23 4'dll C 19 20 22 23 4'-7" C 19 20 22 23 4%4" C 19 20 21 23 4'-2" C 19 20 21 22 3%11"C 19 20 21 22 8·-r C 20 25 27 28 7-90 C 20 24 26 27 7·-1"C 20 24 26 27 6'-6" 0 20 24 25 27 Double ).040"x2"£615" Beam (Detail N25 Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' |19 | 12 SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE '1· 'd· -d- | 'd" on) (in)MIM 7'-11" C 17 7-T'C 17 6·-7" C 18 6'-1 C 18 5-8- C 18 5'-3" C 18 5'-0" C 18 4'-8" C 19 4'-5" C 19 4'-2" C 19 4'-0" C 19 3'-10" C 19 T-11"C 19 7'-2" C 19 67 0 20 6'-1"C 20 25 3 11'4· , A 74" A 16 22 23 25 13'-0" 3.5 9'-8"A 67 A 17 21 23 24 11'-10" 4 8'-6 A 5-8- A 17 21 22 24 10'-11" 4.5 T€A 5-2- A 17 21 22 23 100-2- 5 6-9 A 4'-9- A 17 20 22 23 9'T 5.5 6/A 4·-4- A 17 20 21 23 9'4 6 5'-8-A 4'-1" A 17 20 21 22 8'-6- 6.5 5'-2-A 3'-9· A 17 19 21 22 8-0- 7 4'-10-A 3, A 17 19 21 22 1-8 7.5 4'-6"A 3'-4" A 17 19 20 22 Ta- 8 4'-3"A 3-2- A 17 19 20 21 7-0- 8.5 4'4 A 3'-0" A 17 19 20 21 6'-8- 9 3-9-A 2'-10' A 17 19 20 21 6'-5 9.5 37 A 7-8- A 18 18 20 21 6-2 90 MPH EXPOSURE C or 105 & PH EXPCSURE B 25 3 11'4 A 6-2" A 18 23 25 26 11-9 3.5 9 -8-A 5'-6" A 18 23 24 26 10'-9' 4 8.-6.-, A 4011' A 18 22 24 25 9'-11- 4.5 7-6".i A 4'€ A 18 22 23 25 9-2- 5 67 A 4'-1" A 18 22 23 24 87 5.5 5/A 3-9" A 18 21 23 24 84- 6 5%8-A 3-6- A 18 21 22 24 7-7- 6.5 5'-2 A 3-3- A 18 21 22 24 T.T 7 4410-A 3-1- A 19 20 22 23 6-10- 7.5 4'-6" A 2'+11- A 19 20 22 23 6-6 8 4-3 A 2-9" A 1920 21 23 6-2 8.5 40"A 2'-7- ·A 19 20 21 23 5-11' 9 3-90 A 2'-5" A 19 20 21 22 548" 9.5 3-7-A 74" A 19 19 21 22 5-5 10 3'-4-A 2'-3- A 19 19 21 22 5·-r 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 5.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.1 ICC ESR 1398 (2009 IBC) 10/11/2011 22 23 25 21 23 24 21 22 24 21 22 23 20 22 23 20 22 23 20 21 23 20 21 22 19 21 22 19 21 22 19 20 22 19 20 22 24 25 27 23 25 26 23 24 26 23 24 25 22 24 25 22 23 25 22 23 25 21 23 24 21.23 24 99-OVESS/04/1 8.. 9 E P 6/ C 20 25 27 28 1109' 8 19 24 25 27 5 2'-11" A 27 A 16 20 21 23 6-0" 0 21 23 25 26 548" C 20 C 20 25 26 28 109 8 20 23 25 26 5.5 A 2'-5 A 16 20 21 22 5'-7" 0 21 23 24 26 5'-3" C 20 C 21 24 26 27 9-11- C 20 23 24 26 6 295" A 7-3 A 16 19 21 22 5'-3" D 21 23 24 25 54» C 21 C 21 24 25 27 9-4 C 21 23 24 25 6.5 2-T A 2'-1 A 16 19 21 22 4-11" D 21 22 24 25 4'-8- C 21 C 21 24 25 26 8-9 C 21 22 24 25 7 201"A 1-11- A 16 19 20 22 4-7- D 21 22 24 25 4'-5 C 21 C 22 23 25 26 87 C 21 22 23 25 C 22 23 24 26 7-10- C 21 22 23 24 OVER-TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES C 22 23 24 25 T€ C 22 22 23 24 HANG PROJECTION OF SINGLE SPAN STUCTURES (FT) C 22 22 24 25 T-1"C 22 22 23 24 (FT) 6'7 8 9 10 11'12+ 13' 14' 15' 16'17 18'19' 20'21'22' C 22 22 24 25 6-9" 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' C 23 23 23 25 6'-6- C 22 22 22 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 11'11.5' C 23 23 23 24 67 C 22 22 22 23 2 nla Ila nia 5.5 0 6.5, T 7.5' 8'8.5'9' 9.5 10'10.5'11'11.5' 12 C 23 23 23 24 67 C 22 22 22 23 3 Wa nla nia rda nia Wa rda 8'8.5'9' 9.5 10 10.5 11'11.5' 12' 12.5' C 23 23 23 24 5-9- C 23 23 23 23 4'Wa .la nia rda nia nia rda nia Wa rda n/a 10.5'11'11.5'17 12.5' 13'i C 22 27 28 30 10%8· 8 21 25 27 28 TABLE 5.3 Post Requirements TABLE 5.4 Post Requirements for B Footing Height Code Detail# 1 C 22 26 28 29 9-9.C 22 25 26 28 for Attached Single Span Structures Freestanding Structures or Multispan Attached Structures C 23 26 27 29 94- C 22 24 26 27 Post DeSCription Max POST Detail Post Description Maximum Max POST 1- C 23 25 27 28 8'-5-C 22 24 26 29 Hgt Code C 23 25 27 28 7-11- C 23 24 25 27 Twin 0.062™1.5"<1.5- Scroll 9' A AC 0.041"x3"xy Steel Clover d= 20" 9'B N11, Atft C 24 25 26 28 T-5-C 23 24 25 26 0.042"*3"x8" Aluminum Post 11'B 1430 0.041»xyxy Steel Clover d= 21" 8'B Nll, C 24 24, 26 27 7·-0- C 23 23 25 26 0.024"Post with Sideplates 12'B N16.[K 3/16"x3"xy Steel Square d= 28"12'C N17, C 24 24 26 27 6'-8- C 23 23 25 26 Clover 0.030™3-x3- Alum 11'B Nll.AH 3/16"x3"x3" Steel Square d= 28" 8'D N17, C 24 24 25 27 6'-4-C 24 24 24 26 Clover 0.040-x3-xy Alum 12'B Nll,AH 1/4""xyx3" Steel Square d= 28"12'D N17, Ae/ C 24 24 25 27 6·-1· C 24 24 24 25 Colonial 0.062" Extruded 12'C AE 3/16-x4"*4" Steel Square d= 28"12'E N17, AG C 24 24 25 26 5-10- C 24 24 24 25 0.041 "x3"x3" Steel Glover 12'D Nll.AH 1/2"x4-x4" Steel Square d= 37"12'D N17, AG C 25 25 25 26 5·-7" C 24 24 24 25 0.041'x3"x3" Steel Clover 8'E Nll,AH 1/2"x4-x4" Steel Square d= 31" 15' D N17, AG C 25 25 25 26 5·4· C 24 24 24 25 3/16"x30<3" Steel Square 15'H N17, AG C 25 25 25 26 5'-2- C 24 24 24 25 1/4"xh3" Steel Square 15'I N 17, AG C 25 25 25 25 5·-0- C 24 24 24 25 3/16"x£-x4" Steel Square 15'J N17, AG 1/2 x4 x44- Steel Square 15'K N17, AG 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 5.1 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products FREESTANDING 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)Carl Putnam, P. E. FOR PATIO St-ABS FOLLOW 1 -6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.1 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING cariputnam@comcast.net SLAB 9. FOLLOW 9-10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES Page 21 of 60 NOV 5 2012 OFESS/ON Q 0#L r < 44 9 f-Co,- 20 0 9/?ed ¢ ONA U ·S' S ·Dires 4/3012 OCT eG\NEER. Epl 1 0 CI r Ivt \1