10178996_2101 N. GREENBRIER - Plan

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LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAZ 12 Ga 3™8" Steel C Beam (Detail L·18)16 Ga 3-x8" Steel C Be am (Detail L18) TABLE 3.5 Attached Single Freestanding or Attached Single Freestanding or Span Structtre Multispan Units Span Structure Multispan Units GROUND TRIB MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REQ'D POST MIN FOOTER 8' |12 | 15'POST MIN FOOTER 8' |17 | 15 LOAD (FT)SPACING FOR SPACING POST SIZEE CONSTRAINED FOOTER SPACING POST SIZEE CONSTRAINED FOOTER (PSF)ON SLAB SLAB (FT)TYPE -d Y I V I 'd'(FT)TYPE Y .B | -d- .€ (FT) (In) (In) 1 (In) 1 (in) On) (In) 1 (In) On) 110 MPH EXPOSUR! C 10 5 13'-7 A 24'+10- C 33 33 35 LIVE 5.5 12'-4'A 24·-1- C 34 34 35 6 11'-4"A 23'4» C 35 35 35 6.5 10'-5-A 22-9- C 35 35 35 7 94'A 22'-2' C 36 36 36 7.5 9-1.A 21'-8- D 36 36 36 8 8'-6-A 21·-3' D 37 37 37 8.5 8'-0"A 20'-10" D 37 37 37 9 T€A 20-5' D 38 38 38 9.5 7-27 A 20'-0- D 38 38 38 10 6-9-A 19'-8- D 39 39 39 10.5 6'-5-A 19'-5- 0 39 39 39 11 6-2-A 19-1- 0 40 40 40 11.5 5'-11-A 18'-10" D 40 40 40 12 5'-8"A 18'-6- 0 40 40 40 13 5'-2"A 17-11" O 41 41 41 110 MPH EXPOSURE B 20 5 T-1-A 22-7- O 29 29 32 34 13'-0- C 24 25 28 30 LIVE 5.5 6'-5-A 21'-4- D 29 29 31 33 12'-1-C 24 25 28 30 6 5'-11-A 20-3- 0 29 29 31 33 11'-1 C 24 24 27 29 6.5 5'-5-A 19-3- D 30 30 31 33 10·-3- C 24 24 27 29 7 5'-1-A 18'-4- D 30 30 30 32 9'-6-C 24 24 27 29 7.5 4'.9-A 17'-7- D 30 30 30 32 8'-11-C 24 24 26 28 Double 12 Ga 3"x8" Ste 3I C (Detail LB) Attached Single Freestanding or Span Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8 |17 | 15 SPACING POST SIZE CONSTRAINED FOOTER (FD TYPE 'd·Y | 'dr (In) 1 (in) (in) 304 0 32 32 32 35 29'-9- D 33 33 33 34 28'-11-E 33 33 33 34 28.2 E 34 34 34 34 27-6 E 34 34 34 34 26&10" E 35 35 35 35 12 Ga 3"x8- Steel C Beam (Detail 118) TABLE 3.5 Attached Single Freestanding or Span Structure Multispan Units GROUND TRIB MAX POST MAX MAO< POST LENGTH SNOW WIDTH POST REQI)POST MIN FOOTER 8' |12' | 15' LOAD (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER (PSF)ON SLAB SLAB (FT)TYPE d 9 Y •d• (FD (in) (In) (In) (in) 110 MPH EXPOSURE C 5 37 A 16'-7- 0 29 29 32 35 5.5 3'-3"A 157 0 29 29 32 34 6 3'4 A 14·-9" E 30 30 32 34 6.5 2-9-A 13-11- E 30 30 31 33 7 7-r A 13'-3- E 30 30 31 33 7.5 2'-5-A 12'-8- E 30 30 31 33 8 27 A 12'-2" E 31 31 31 32 8.5 2'-1 A 11'-8" E 31 31 31 32 9 2'-0-A 11'-2- E 31 31 31 32 9.5 1'-11- A 10'-9- E 31 31 31 32 10 1'-9-A 10-5- E 31 31 31 32 10.5 1'-8-A 10'-0" E 32 32 32 32 110 MPH EXPOSURE C 5 7-5-A 12'-9" E 27 27 31 33 5.5 7/A 11-11 E 27 27 30 32 6 2-0-A 11'-3" E 27 27 30 32 6.5 1'-10 A 10-8- E 27 27 30 32 7 1-9-A 10-1- E 28 28 29 31 7.5 1'-7- A 97 E 28 28 29 31 8 1'-6-A 9'-2" E 28 28 29 31 8.5 1-5 A 8.9 E 28 28 29 31 9 1'-4-A 8-5-E 28 28 28 30 C 31 31 34 304 C 35 35 35 40 19'-0.C 31 31 33 30·0*D 37 37 37 17011"C 32 32 33 29'-5-D 37 37 37 17'-0-C 32 32 33 28'-8-D 38 38 38 16*-2-C 32 32 32 28-0-D 39 39 39 15 5-C 33 33 33 274 D 39 39 39 14 9-C 33 33 33 26'-9-D 40 40 40 14'-1 -C 33 33 33 26-3-D 40 40 40 13'-7-C 33 33 33 25'-9-D 41 41 41 13'-1-C 33 33 33 25'-3-D 41 41 41 12'-7-C 33 33 33 24'-10-D 42 42 42 12'-1-C 34 34 24'-5-D 42 42 42 11-7-C 34 34 24·-1 -D 43 43 43 11*-1-C 34 34 34 23'-8-D 43 43 43 60 10-7-C 34 34 34 23'-44·D 44 44 44 9·.10-C 34 34 34 22'-9-D 44 44 44 16 Ga 3"x8" Steel C Eeam (Detail L18) Attached Single Freestanding or Span Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' | 12' | 15' SPACING POST SIZE CONSTRAINED FOOTEE (FT)TYPE Y d- (in) (In) I (in) (in) 8'-1- C 23 25 28 30 T-5 C 23 24 28 30 69 C 23 24 27 29 6'-3 C 23 24 27 29 5-10-C 23 23 27 29 5-5-C 23 23 26 28 5-1 C 23 23 26 28 4'-10"C 23 23 26 28 4'-6- C 23 23 26 28 4'-3"C 23 23 26 28 4'-1- C 23 23 27 29 3'-11"C 23 24 27 29 5-6- C 20 23 26 28 5%0" C 20 23 26 28 4.r C 20 22 26 28 47 C 20 22 25 27 3'-11" C 20 22 25 27 3'-8- C 20 22 25 27 3'+5"C 20 23 26 28 3'-3- C 20 23 26 28 3'-1" C 20 23 26 28 Double 12 Ga 3"x8" S eel C (Detail L8) Attached Single Freestanding or Span Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' |12 | 15 SPACING POST SIZE CONSTRAINED FOOTER (FD TYPE Y -d | -d- | .cr (In) (In)(In) I (in) 24'-4- E 33 33 34 36 23'-r E 34 34 34 36 22'-11- E 34 34 34 36 22'-3- E 35 35 35 35 21'-9- E 36 36 36 36 21-3- E 36 36 36 36 209 E 37 37 37 37 20'-4- E 37 37 37 37 207 H 38 38 38 38 1948" H 38 38 38 38 19'4" H 39 39 39 39 199 H 39 39 39 39 21'-3" E 32 32 33 35 20-7- E 32 32 33 35 20'« H 33 33 33 35 19'-6- H 33 33 33 34 19'-0- H 34 34 34 34 18-7- I 35 35 35 35 18'-2" I 35 35 35 35 17.-7. I 35 35 35 35 lT-1- I 36 36 36 36 8 4-5 A 16'-11" D 31 31 31 32 8.5 4'-2-A 16-3- D 31 31 31 32 9 3'-11 A 15'-8- D 31 31 31 31 9.5 3-9-A 15'-1- D 31 31 31 31 10 3'-6-A 14'-7- D 31 31 31 31 10.5 3'-41"A 14·7 0 31 31 31 31 11 3'-2"A 13·-9' D 32 32 32 32 11.5 3'-1"A 13'-4- D 32 32 32 32 110 MPH EXPOSURI C 20 5 T-1"A 22'-7- 0 32 32 35 37 LIVE 5.5 6'-5"A 21'-4- D 33 33 34 36 6 5'-11-A 20-3- 0 33 33 34 36 6.5 5-5 A 19'-3- O 33 33 33 36 7 5-1"A 18'-4- 0 34 34 34 35 7.5 4-9 A 17-7- D 34 34 34 35 8 4'-5"A 16'-11- O 34 34 34 35 8.5 4'-2"A 167 0 34 34 34 34 9 3-11 A 15-8- O 35 35 35 35 9.5 3-9 A 15'-1" D 35 35 35 35 10 3%6"A 14'-7" D 35 35 35 35 10.5 304"A 147 0 35 35 35 35 11 3'-2"A 13-9- 0 36 36 36 36 11.5 3'-1-A 13'-4- O 36 36 36 36 12 2'-11=A 12'-11" O 36 36 36 36 8·21-C 24 24 26 28 26-3- E 35 35 35 35 OVER- 7-10- C 24 24 26 28 29-9- E 36 36 36 36 HANG PROJE( T-5 C 24 24 25 27 25-3- E 36 36 36 36 (FT) 80 E 10 11' 12' 7·-1-C 24 24 25 27 24'-10- E 37 37 37 37 0 4' 4.5' 5'5.5 6' 5-8-C 24 24 25 27 24'-5- E 37 37 37 37 1' 4.5' 5 5.5 5 6.5 6'-5"C 24 24 25 27 24'-0- E 38 38 38 38 2' 5' 5.5' 6'6.5' r 6'-1"C 24 24 25 27 23'-r E 38 38 38 38 3' 5.5'6 6.5' T 7.5 5'40- C 24 24 25 27 23'-3- E 38 38 38 38 4 6 6.5' r 7.9 5 5' 6.5'T 7.5' 8 8.5' 13'-0- C 27 28 31 33 304- D 35 35 35 38 12*-1-C 27 27 30 32 29·-9- D 36 36 36 38 TABLE 3.3 Post Requirement 11*-1-C 27 27 30 32 28'-11-E 37 37 37 37 Attached Single Span Stru 10-3" C 27 27 29 31 28-2- E 38 38 38 38 Post Description Max 9-6-C 27 27 29 31 27-6- E 38 38 38 38 Hgt 8'-11'C 27 27 29 31 26'-10" E 39 39 39 39 0.042"x3"x8" Aluminum Post 11' 8'4" C 27 27 28 30 26'-3' E 40 40 40 40 0.024"Post with Sideplates 12' T-10- C 27 27 28 30 25'-9' E 40 40 40 40 Clover 0.030"x3"xy Alum 11' T-5-C 27 27 28 30 25'-3- E 41 41 41 41 CIover 0.0402<3"<3'Alum 12' T-1-C 27 27 27 29 24·-10- E 41 41 41 41 Colonial 0.062" Extruded 12' 6%8- C 27 27 27 29 24'-5-E 42 42 42 42 0.041 "x3"*3" Steel Ciover 12' 6'-5-C 27 27 27 29 24'-0· E 42 42 42 42 0.041"x3"x3" Steel CIOver 8' 6'-1- C 27 27 27 29 23'-7- E 43 43 43 43 3/16-x3"xy Steel Square 15' 5'-10- C 27 27 27 29 23·-3- E 43 43 43 43 1/4'"xy"xy Steel Square 15' 5'-r C 27 27 27 29 22'-11"E 43 43 43 43 3/16"x4"x4" Steel Square 15' TABLE 3.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES TION OF SINGLE SPAN STUCTURES (FT) 13·14'15' 16' 1 7 18' 19 20 21'22 6.5' r 7.5 E 8.5'9.5' 19 10.5 11' T 7.5 8 8.5'9 9.5 10 10.5'11'11.5' 7.5 8'8.5 9'9.5' 10' 10.5'11'11.5'12' 8' 8.5 9 9.5 10' 10.5 11'11.5'12 12.5' 8.5 9 9.5 10' 10.5 11'11.5' 12' 12.5'13' 9' 9.5' 10 10.9 11'11.5' 12' 12.5'13 13.5' s TABLE 3.4 Post Requirements for ctures Freestanding Structures or Multispan Attached Structures POST Post Description Maximum Max POST Footing Heigh Code B Ll 0.041°x3"x3" Steel Clover d= 20" 9' B B L24 0.041-x3™3" Steel CIover d= 21" 8' B B L11 3/16-x3"xy Steel Square d= 28"12' C B L11 3/16-x3"xy Steel Square d= 28" 8' D C AE 1/4""x3"x3" Steel Square d= 28"12' D D L11 3/16"x4"*4" Steel Square d= 28"12' E E L11 1/2"x4"x4" Steel Square d= 37"12' D H L21 1/2"x4-x4- Steel Square d= 31"15' D I L21 J L21 -I i- k PU '·•lf 89 EP 6 9¥l ah /a> /40/c Detail #ill 14 jO 01 /L21 - 4%37-22%de L21 GENERAL INSTRUCIONS 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 20 PSF MIN) 4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ONSC02 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 3.5 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 3.5 ICC ESR 1398 (2009 IBC) 10/11/2011 .. /295\ONALAO<.8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 3.5 AND 3.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4 5208 Tennyson Parkway C9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Plano, Texas 75024 10. USE THE APPROPRIATE DETAILS (Ll-129). DETAILS MAY REQUIRE POST TO UPGRADED. 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES Ll AND U ON SHEET M5 Carl Putnam, P. E.C C ir °7 FOR PAT1O SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place 1 . I EXIP. eob SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 3.5 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.rel <SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES OCT 20 2411 AXI - - - MU#' / Page 14 of 60 \-//,vgONAUSStires9/30110 /*4110 9 4,0.16231 A PTtbdeiVIL G\NEER. E P 1 1 0 r•1\ 1 7 NOV 5 2012 F NE 442* A -6