10178996_2101 N. GREENBRIER - Plan

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SOLID COVER 5.0 POST SPACINGS FOR PAHO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS 12 Gauge x3"x8" Steel J (Detail T)Double 6Ga x3"x8" Steel C (Detail T and AY'-Double 12Ga 3™8" Sted C Beam (T and AY) TABLE 5.8 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 MAX POST LENGTH GROUND SNOW WIDTH SPACING REQ'D POST MIN FOOTER 8' | 12' | 15 POST MIN FOOTER 8' |17 | 15'POS'r MIN FOOTER 8' |17 | 15 SNOW LOAD (FT)ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTFUUNED FOOTER SPACING POST SIZE CONSTRAINED FOOTER LOAD (PSF)(FT)SLAB (FT)TYPE d' .,1 -d- 1 Y (FT)TYPE ·d· | .B Y (FT)TYPE ·d· ./ |.d- | -d.(PSF) (In) (In) 1 (In) 1 (In) (in) On) 1 (In) (In) (In) On) 1 (In) 1 (In) 90 MPH EXPOSURE C or 105 & PH EXPCSURE B. 20 5 7'-1-A 17-6- O 30 30 33 35 18-10" D 30 30 33 35 24'-6· D 33 33 35 37 60 LIVE 5.5 6'-5"A 16'-6- D 30 30 32 34 17'-11"0 31 31 33 35 23'-9· E 34 34 35 37 LOAD 6 5-11"A 15'-8- O 30 30 32 34 17*-2- 0 31 31 33 35 23·-1- E 34 34 35 37 ONLY 6.5 5'-5"A 14-10" 0 30 30 32 34 16'-5-0 32 32 32 34 2245 E 35 35 35 37 7 5-1"A 14'-2- O 31 31 31 33 159 0 32 32 32 34 21'-11" E 36 36 36 36 7.5 4 -9"A 137 0 31 31 31 33 1522· D 32 32 32 34 21'-5- E 36 36 36 36 8 4'-5"A 13'-0- D 31 31 31 33 14%8- D 33 33 33 33 20-11- E 37 37 37 37 8.5 4'-2"A 12'-6- D 31 31 31 32 14'-2- D 33 33 33 33 20'-6- E 37 37 37 37 9 3'-11"A 12'-O- D 32 32 32 32 13%9· E 33 33 33 33 20 2- E 38 38 38 38 9.5 3'-9"A 11-7· D 32 32 32 32 1304' E 33 33 33 33 19-9- E 38 38 38 38 10 3·4 A 117 0 32 32 32 32 13%0" E 34 34 34 34 19'-5- E 38 38 38 38 10.5 34"A 10'-10 0 32 32 32 32 12·-7· E 34 34 34 34 19-2- E 39 39 39 39 11 3'-2"A 10'-6* O 32 32 32 32 12'-3· E 34 34 34 34 18-10" E 39 39 39 39 11.5 301"A 10'-2- O 33 33 33 33 12·-0· E 34 34 34 34 18-7- E 40 40 40 40 60 12 2'-11"A 9-11- D 33 33 33 33 1108· E 35 35 35 35 18'-4- E 40 40 40 40 13 2-8"A 9'-4" D 33 33 33 33 11'-2- E 35 35 35 35 17·-9- E 41 41 41 41 90 MPH EXPOSURE B 12 Gauc e x3"x8- Steel C (Detail T) TABLE 5.8 Attached Freestanding or Structure Multispan Units TRIB POST POST MAX MAX POST LENGTH WIDTH SPACING REQD POST MIN FOOTER 8' |12' | 15' FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER (F D SLAB (FT)TYPE -d-V Y Y (in) On) (in) (In) 90 MPH EXPOSURE B 5 2'-11" A 12·-1 0 23 25 28 29 5.5 2-r A 11'-6" 0 24 24 27 29 6 2'-5"A 10'-10' O 24 24 27 29 6.5 2'-2"A 10-3 O 24 24 27 28 7 2'-1"A 99 D 24 24 26 28 7.5 1'-11" A 9·-3" D 24 24 26 28 8 1-9-A 8-10 E 24 24 26 28 8.5 1'-8-A 8'4 E 25 ' 25 26 27 9 1-7 A 8'-2"E 25 25 25 27 9.5 1'-6-A 7-10- E 25 25 25 27 10 1'-5- A T-T E 25 25 25 27 10.5 1'-4 A r-2" E 25 25 25 27 90 MPH EXPOSUFE C or 105 6 PH EXP)SURE 8 5 2'-11 A 12·-3 0 26 27 30 32 5.5 2-1-A 11·+6" O 26 27 30 32 6 2-5-A 10.10 O 27 27 29 31 6.5 2'-2-A 10-3- 0 27 27 29 31 Double 16Ga x3"x8" Steel C (Detail T and i. Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' |12' | 15' SPACING POST SIZE CONSTRAINED FOOTEF (FD TYPE -d 4 | '4 | 'd' (In) (in) I On) I (in) 14'-0-D 24 26 29 30 13·-3" E 25 25 . 28 30 127 E 25 25 28 30 12'4 E 25 25 28 29 11'-6-E 26 26 27 29 11'4 E 26 26 27 29 10'-8- E 26 26 27 29 10-3" E 26 26 27 28 9'-11"E 26 26 27 28 9·7 E 27 27 27 28 9'-4-E 27 27 27 28 9'-0-E 27 27 27 28 14'-0" E 27 28 31 33 13'-3"E 28 28 31 33 127 E 28 28 30 32 12'-1- E 28 28 30 32 Double 12Ga 3-x8" Stlel C Beam (T and AY Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' |12' | 15' SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE · ·cr 'd d f 1 M I M I M 207 E 19 7 E 19-0' E 18'-6" E 18·-1- E 17'-8" E 17·-1" E 167 H 16-1" H 15'-8" H 15·-3" H 14'-11- H 20'-3" E 19·-7- E 19'-0- E 18'-6- E 25 5 6'-9"A 18'-10" D 27 27 30 32 190.9· 5.5 6-2-Alr-9' D 27 27 30 32 194 6 5%8"A 16%10" D 28 28 30 32 18'-2 6.5 5'-2"A 16'-0- D 28 28 29 31 17-5 7 • 4'-10'A 15-3 0 28 28 29 31 16-9- 7.5 4'-6"A 14'-7-0 28 28 29 31 16-2 8 4'-3 A 14'-0- 0 28 28 29 30 15'-7- 8.5 4'-0"A 13'-5- O 29 29 29 30 15'-1" 9 3'-9"A 12'-11" 0 29 29 29 30 14'-8- 9.5 3-7-A 12'-6- D 29 29 29 30 14'-3- 10 3'-4-A 12-1 D 29 29 29 29 13'-10" 10.5 3'-2-A 11'4 D 29 29 29 29 13'-5- 11 3·-1-A 11'4 0 30 30 30 30 13'-1- 11.5 2·-11-A 11'4· O 30 30 30 30 12 9- 90 MPH EXPOSURE C or 105 4 PH EXPCSURE 8 25 5 6%9"A 17'-0- 0 29 29 32 34 18'-4- 5.5 E-r A 16-0- 0 30 30 32 34 17'-5- 6. 5'-8-A 157 0 30 30 32 34 16'-8- 6.5 5'-2"A 14'-4- D 30 30 31 33 16'-0- 76 4'-10-A 13'-8- 0 30 30 31 33 15'-4- 7.5 4'-6-A 13'-1- O 31 31 31 33 14'-9 8 4'-3"A 12'-7- O 31 31 31 32 14'-3 8.5 4'-0"A 17-1- O 31 31 31 32 13'-9- 9 3.-9 A 11'-7- O 31 31 31 32 13'-4 9.5 3-T A 11'-2- D 31 31 31 32 13+0' 10 3'-4"A 10-10- D 32 32 32 32 12-r 10.5 3'-2"A 10'-5- D 32 32 32 32 12'-3 11 3'-1"A 10'.1" D 32 32 32 32 11'-11- 11.5 2·-11 A 5-10- D 32 32 32 32 11'-7- 12 2'-10 A 9'-6-0 32 32 32 32 11'-4- GENERAL INSTRUCRONS 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 5.8 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.8 ICC ESR 1398 (2009 IBC) 10/11/2011 In 28 28 29 29 30 30 30 31 31 31 32 32 31 32 32 33 33 14 M 35 35 33 33 32 32 32 32 32 31 31 31 32 32 34 34 33 33 33 34 34 35 35 -OFESS/04*1 \-.PU 8 9 EP 6 44 OF CA\.\FO eG\NEER. 0 27 28 31 33 25'-6- O 30 30 33 35 7 2'-1"A 9'-9" 0 27 27 29 31 11'€ E 29 29 30 32 18·-1- E 0 28 28 31 32 24'-8- 0 30 30 32 34 7.5 1'-11" A 9'-3" E 27 27 28 30 11'-1- E 29 29 30 31 1 7-8- E 0 28 28 30 32 24'-0- E 31 31 32 34 8 1'-9"A 8-10" E 28 28 28 30 104" E 29 29 29 31 17'-1 " E 0 29 29 30 32 23'-4- E 32 32 32 34 8.5 1'-8 A 8'-6"E 28 28 28 30 10-3" E 30 30 30 31 16'7 H D 29 29 30 32 22'-9' E 32 32 32 34 9 1'-7-A 8'-2 E 28 28 28 30 9-11» E 30 30 30 31 16-1- H D 29 29 29 31 227 E 33 33 33 34 D 30 30 30 31 21'-10" E 33 33 33 33 OVER-TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES D 30 30 30 31 21'-4- E 33 33 33 33 HANG PROJECTION OF SINGLE SPAN STUCTURES (FT) D 30 30 30 31 20'-11" E 34 34 34 34 (FT) 5 7 8 9' 10 11' 12' 13'14' 15 16' 1 T 18'19' 20 21'22' D 30 30 30 30 20'-7- E 34 34 34 34 0' 3' 3.5 4'4.5'9 5.5 5 6.5' r 7.9 8 8.5 9 9.5' 10' 10.5 11' E 31 31 31 31 20'-3- E 35 35 35 35 1' 3.5 4'4.5 5'5.5' 5 6.5 T 7.9 8' 8.5'9 9.9 10 10.9 11'11.5' E 31 31 31 31 15-11- E 35 35 35 35 2 nla nia Wa 5.5'6' 6.5 T 7.5' 8'8.5'9.5 10 10.5 11'11.5' 12' E 31 31 31 31 19'-r E 35 35 35 35 y Wa Wa Wa nia nia rda Wa 8 8.5'9' 9.5' 19 10.5'11'11.5 12'12.5' E 31 31 31 31 19-4 E 36 36 36 36 4' Wa Wa nia nia nia nia Wa nia nia nia Wh 10.5'11'11.5'12'12.5' 13 0 30 30 33 35 24'-1· E 33 33 35 37 TABLE 5.3 Post Requirements TABLE 5.4 Post Requirements for 0 30 30 33 35 23·4 E 34 34 35 37 for Attached Single Span Structures Freestanding Structures or Multispan Attached Structures 0 31 31 32 34 22'-8- E 34 34 35 37 Post Description Max POST Detail Post Descripnon Maximum Max POST 0 31 31 32 34 27-1- E 35 35 35 37 Hqt Code Footingg Height Code Detail D 32 32 32 34 21'-6 E 35 35 35 36 Twin 0.06291.5"xl.5" Scroll 9' A AC 0.041"xyxy Steel Ciover d= 20" 9'B N11, AIM 0 32 32 32 33 21'-0· E 36 36 36 36 0.042"x3"xr Aluminum Post 11'B 1430 0.041"xyxy Steel Clover d= 21" 8'B Nll,AH D 32 32 32 33 20-7- E 36 36 36 36 0.024"Post with Sideplates 12' B 1416, BK 3/16"x3"x3" Steel Square d= 28"12'C N17, AG D 33 33 33 33 20-2- E 37 37 37 37 Clover 0.030"x3"xy Alum 11'B Nll,AH 3/16"x3"x3" Steel Square d= 28" 8'D N17, AG E 33 33 33 33 19-9 E 37 37 37 37 Clover 0.040"x3"x3" Alum 12'B Nll.AH 1/4""x3"x3" Steel Square d= 28"12'D N17, AG E 33 33 33 33 19-5" E 38 38 38 38 Colonial 0.062" Extruded 12' C AE 3/16"x4-x4" Steel Square d= 28"12'E N17, AG E 33 33 33 33 19-1- E 38 38 38 38 0.041"x3»xy Steel Clover 12'D Nll,AH 1/2"x4*x4" Steel Square d= 37"12'D N17, AG E 34 34 34 34 18·-9- E 39 39 39 39 0.041 "0"<3° Steel Glover 8' E Nll,AH 1/2"x4"x4" Steel Square d= 31" 15' D N17, AG E 34 34 34 34 18·-6" E 39 39 39 39 3/16"xy« Steel Square 15' H E 34 34 34 34 18-3- E 39 39 39 39 1/4""<32*3" Steel Square 15' I E 34 34 34 34 18'-0-E - 40 40 40 40 3/16"x4"x4" Steel Square 15' J 1/2"x4"x4- Steel Square 15' K 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 5.8 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products V. 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)'0.-1-62 Cart Putnam, P. E. FOR PAT1O SLABS FOLLOW 1 -6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.8 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.net \ ./1 -- SLAB 9. FOLLOW 9-10 FROM ABOVESLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES •< F OCT NOV 5 2012 Page 29 of 60 N17. AG N17, AG N17, AG N17, AG 1/SS34 j kforessioji 0NVIL CAL /FORN\ ,0 A PT 0 ' 20 20 1 *Ded ONA U · Al# Dires 9/301'2-u >0 Z m