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SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAE <br />5.5" Extruded Fascia (Cetail L)Califorrh Extruded Fas :ia (Detail G) <br />TABLE 6.5 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' |10 | 17 <br />LOAD (FT)ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER <br />(PSF)(FT)SLAB (FT)TYPE d·4 -6- q (FT)TYPE -d <br />(In) On) (in) (In) (in) (In) 1 (In) (In) <br />110 MPH EXPOSURE C <br />10 3 22%8·A 97 8 23 23 25 26 10·-0- B 24 24 24 25 <br />LIVE 3.5 19'-5'A 9-3 8 24 24 25 26 97 8 24 24 24 25 <br />LOAD 4 17*-0-A 9-0- C 25 25 25 26 8'-6" 8 25 25 25 25 <br />ONLY 4.5 15'-1-A 87 C 26 26 26 26 8'€C 25 25 25 25 <br />5 13'-7-A 8'-1" C 26 26 26 26 7-6- C 26 26 26 26 <br />5.5 12'-4-A 7-8" C 27 27 27 27 7-1- C 26 26 26 26 <br />6 11·4-A 7-3· C 27 27 27 27 60-9- C 26 26 26 26 <br />6.5 10'-5-A 5-11- C 27 27 27 27 6-5- C 26 26 26 26 <br />7 9'-8"A 6'7 C 27 27 27 27 6-2" C 27 27 27 27 <br />7.5 9'-1"A 6-4" C 28 28 28 28 5·-11· C 27 27 27 27 <br />8 8'4 A 6'-1" C 28 28 28 28 5·-8" C 27 27 27 27 <br />8.5 8'-0"A 5-10- C 28 28 28 28 5'-6'C 27 27 27 27 <br />9 74.A 5'-8"C 28 28 28 28 57 C 28 28 28 28 <br />9.5 Tr A 5-6- C 29 29 29 29 5'-1.C 28 28 28 28 <br />10 6-9-A 5-4- C 29 29 29 29 4'-11- C 28 28 28 28 <br />11 67 A 54" C 29 29 29 29 4'-8 C 28 28 28 28 <br />110 MPH EXPOSURE B or 90 MP+ EXPOSJRE C <br />20 3 11'-10"A 10-5- 8 21 22 23 25 9-9 B 21 21 22 23 <br />LIVE 3.5 10'-2-A 97 C 22 22 23 24 80-11- 8 21 21 22 23 <br />LOAD 4 8'-11-A 8'41- C 22 22 23 24 8'-3- B 22 22 22 23 <br />ONLY 4.5 7-11"A 8'-4 C 23 23 23 24 r-9- C 22 22 22 23 <br />5 T-1"A 7-10- C 23 23 23 23 7-3- C 23 23 23 23 <br />5.5 6'-5 A T« C 23 23 23 23 6·-11· C 23 23 23 23 <br />6 5-11 AT-0" C 24 24 24 24 6-6- C 23 23 23 23 <br />6.5 5'-5"A 6%8"C 24 24 24 24 6·-3- C 23 23 23 23 <br />7 5'-1 "A 6--5- C 24 24 24 24 6-0- C 24 24 24 24 <br />0.041"x3"xy Steel Clov grleaf (Detail W) <br />Attached Freestanding or <br />Structure Multispan Units ' <br />MAX MAD< POST LENGTH GROUND <br />POST MIN FOOTER 8' |10' | 12'SNOW <br />SPACING POST SIZE CONSTRAINED FOOTER LOAD <br />(FT)TYPE ·d ·dr I ·dr I ·dr (PSF) <br />(In) «n) I (In) I On) <br />8'-1- A 22 24 25 27 30 <br />7-4" A 23 23 25 26 <br />6'-9" B 23 23 24 26 <br />6'-3"B 23 23 24 26 <br />5'-10 B 24 24 24 25 <br />5'-6" B 24 24 24 25 <br />5-2-8 24 24 24 25 <br />4/11.8 24 24 24 25 <br />4'-8" 8 24 24 24 24 <br />4'-5" B 25 25 25 25 <br />4-3- 8 25 25 25 25 <br />4'-0" 8 25 25 25 25 <br />3'-10'B 25 25 25 25 <br />37 8 25 25 25 25 30 <br />3'-7 C 25 25 25 25 <br />3'4" C 25 25 25 25 <br />7-10 A 20 21 23 24 <br />7-1" B 20 21 23 24 <br />6,-6-B 20 21 22 24 <br />6'-1- 8 20 21 22 23 <br />5'-8" B 21 21 22 23 <br />5'.3 B 21 21 22 23 <br />59 8 21 21 21 23 OVER- <br />4'4" 8 21 21 21 23 HANG <br />4'-6" B 21 21 21 22 (FT) <br />5.5" Extruded Fascia (Detail L) <br />TABLE 6.5 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 (Fn TYPE ·d·d. | .d- 4 <br />(in) (In) I (In) (In) <br />110 MPHEXPOSURE B or 90 MPH EXPCSURE C <br />3 9'-6"A 9'-11- C 21 21 23 24 <br />3.5 8'-2 A 9'-1"C 22 22 23 24 <br />4 7'-1"A 8'-5"C 22 22 22 24 <br />4.5 6'-4"A 7010" C 22 22 22 23 <br />5 5'-8"A T-5"C 23 23 23 23 <br />5.5 5'-2"A Ta C 23 23 23 23 <br />6 4'-9" A 6'-8"C 23 23 23 23 <br />6.5 4'-4"A 6·-4"C 23 23 23 23 <br />7 4-1" A 6·4 C 24 24 24 24 <br />7.5 309" A 5·-9··C 24 24 24 24 <br />8 316"A 5'-T C 24 24 24 24 <br />8.5 3%4"A 5'4 C 24 24 24 24 <br />110 MPH EXPOSUREC <br />3 9'-6-A 94" C 23 23 25 26 <br />3.5. 8'-2-A 8'-3"C 23 23 24 26 <br />4 T-1-AT-8 C 24 24 24 25 <br />4.5 6'-4"A r-1 C 24 24 24 25 <br />5 5'-8 A 6'-8"C 25 25 25 25 <br />5.5 5'-2"A 6%4" C 25 25 25 25 <br />6 4'-9 A 6'-0-C 25 25 25 25 <br />6.5 4'-4-A 5'-8 C 25 25 25 25 <br />7 4'-1"A 5'-5 C 26 26 26 26 <br />TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN A <br />PROJECTION OF SINGLE SPAN STUCTURI <br />ET / 9' 10 11 17 13 14' <br />California Extruded Fascia (Detail G) <br />Attached Freestanding or <br />Structure Muttispan Units <br />MAX Mk< POST LENGTH <br />POST MIN FOOTER 8' | 10' | 12 <br />SPACING POST SIZE CONSTRAINED FOOTER <br />(FT)TYPE *d .0 <br />(in) (In) 1 (In) (In) <br />97 8 21 21 22 23 <br />8'-5"8 21 21 21 23 <br />7-10" C 21 21 21 23 <br />74-C 22 22 22 22 <br />6'-11"C 22 22 22 22 <br />6'4 C 22 22 22 22 <br />E-2"C 23 23 23 23 <br />5'-11 C 23 23 23 23 <br />5 -T C 23 23 23 23 <br />5'-5"C 23 23 23 23 <br />5'-2"C 24 24 24 24 <br />5'-0"C 24 24 24 24 <br />84 B 22 22 23 25 <br />7-8 C 23 23 23 25 <br />7-1"C 23 23 23 24 <br />67 C 24 24 24 24 <br />6'-3" C 24 24 24 24 <br />5'-10"C 24 24 24 24 <br />57 C 25 25 25 25 <br />5'-4" C 25 25 25 25 <br />5'-1"C 25 25 25 25 <br />TTACHED STRUCTURES <br />.S (FT) <br />15' 16' 1 r 18' 19' 20' <br />0.041"xy'x3" Steel Cloverleaf (Detail W) <br />Attached Freestanding or <br />Structure Multispan Units <br />MAX MAX POST LENGTH <br />POST MIN FOOTER 8'110 112 <br />SPACING POST SIZE CONSTRAINED FOOTER <br />TYPE *d .€d. | -d. <br />(in) (In)(im I M <br />T-SP B 19 21 23 24 <br />648" 8 19 21 22 24 <br />6'-2" B 20 21 22 23 <br />5'-8' 8 20 20 22 23 <br />57 8 20 20 22 23 <br />4'-11" 8 20 20 21 23 <br />4'-8"8 21 21 21 23 <br />4·-5" 8 21 21 21 22 <br />4'-2"8 21 21 .21 22 <br />4'-0"C 21 21 21 22 <br />3'-9"C 21 21 '21 22 <br />3-7 C 21 21 21 22 <br />6'7 8 21 23 24 26 <br />6'-0"8 21 22 24 25 <br />5'-6"8 21 22 24 25 <br />5'-1"8 22 22 23 25 <br />4'-8" 8 22 22 23 25 <br />4·-5" 8 22 22 23 24 <br />4'-1.8 22 22 23 24 <br />3'-11"C 22 22 22 24 <br />348" C 23 23 23 24 <br />21'27 /,0 --\ PUZ <br />7.5 4-9„A 67 C 24 24 24 24 5'-9" <br />8 4'-5 A 5-11· C 25 25 25 25 5'€ <br />8.5 47 A 5'-8" C 25 25 25 25 5'-4" <br />9 3'-11-A 9-6-C 25 25 25 25 5'-1 <br />9.5 3-9"A 5'-4"C 25 25 25 25 4'-11= <br />110 MPH EXPOSURE C <br />20 3 11'-10"A 9-7- C 23 23 25 26 9·-0- <br />LIVE 3.5 10'-2-A 8'-10- C 24 24 25 26 8'-3- <br />LOAD 4 ·-8'.11-A 8-2" C 24 24 24 26 7-8- <br />ONLY 4.5*T-11 A 7%8" C 25 25 25 25 7-1 <br />54 7'-1 A 7-2" C 25 25 25 25 6%8· <br />5.5 6'-5"A 6-10- C 26 26 26 26 6'4" <br />6 5'-11 -A 6-5- C 26 26 26 26 6·-0" <br />6.5 5'-5"A 6-2- C 26 26 26 26 5-9· <br />7 5-1" A 5010" C 26 26 26 26 5-6" <br />, 7.5 4'-9"A 5'-7- C 27 27 27 27 5-3 <br />8 4'-5"A 5'-5"C 27 27 27 27 5'-0" <br />8.5 4'-2"A 5'-2" C 27 27 27 27 4·-10 <br />9 3'-11-A 94" C 27 27 27 27 4'-8- <br />9.5 319" A 4010- C 27 27 27 27 4'-6" <br />10 3'-6 A 4'-8"C 28 28 28 28 44" <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 6.2 OR <br />CALCULATE FROM TRIBUTARY DIAGRAM ONSC02 PAGE 2 OF 2 <br />6. CHOOSE A HEADER FROM THAT HAS ADEQUATE <br />POST SPACING. <br />7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.5 <br />ICC ESR 1398 (2009 IBC) 10/11/2011 <br />9 LU . <br />4 \ EAP/6/44* / 1. <br />C 24 24 24 24 47 8 22 22 22 22 0 3' 3.9 4'4.5'5 5.5 6 6.5 T 7.5'8' 8.5 9 9.5 10 10.5' 11 <br />C 24 24 24 24 4'-1" B 22 22 22 22 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 24 24 24 24 3'-11- B 22 22 22 22 2' Wa rda rda Iva nia 6.5' T 7.5 8' 8.5'9 9.5 10 10.5'11'11.5' 12 <br />C 24 24 24 24 37 C 22 22 22 22 3 Wa rda Wa rda rda rda rda Wa rda Wa 9.5 10' 10.5 11'11.5'12'12. <br />C 25 25 25 25 37 C 22 22 22 22 4' Wa Illa nia nia rda rda rda Wa rda Wa Wa Wa Wa nia rla 12.5' 13 <br />8 23 23 24 25 7-2 8 21 23 25 26 TABLE 6.3 Post Requirements TABLE 6.4 Post Requirements for <br />C 23 23 23 25 6-6- 8 22 23 24 26 for Attached Single Span Structures Freestanding Structures or Multispan Attached Structures <br />C 24 24 24 24 5-11- 8 22 22 24 25 Post Description Max POST Detail Post Description Maximum Max POST <br />C 24 24 24 24 54" 8 22 22 24 25 Hqt Code Footing Height Code Det <br />C 25 25 25 25 5'-1 8 23 23 23 25 Twin 0.062"*1.5"xl.50 Scroll 9'A AC 0.041"x393" Steel Ciover d= 20- 9'B Nll,AH <br />C 25 25 25 25 4'-9- 8 23 23 23 25 0.042»<3"x8"Aluminum Post 11'B N30 0.041-x3-xY Steel Clover d= 21 " 8'B Nll,AH \22£-985>' <br />C 25 25 25 25 4'< B 23 23 23 24 0.024"Post with SideplateS 12'B N16, BK 3/16-x3-x3- Steel Square d= 28"12'C N17, AG <br />C 25 25 25 25 47 8 23 23 23 24 Clover 0.030723"xy Alum 11'B Nll,AH 3/16-x3-x3- Steel Square d= 28" 8'D N17, AG -gM=>SNh./C 26 26 26 26 4'-0" C 23 23 23 24 Clover 0.040"xrx3" Alum 12'B Nll,AH 1/4-x3-x3" Steel Square d= 28"12'D N17, AG ,91 <br />C 26 26 26 26 3·do- C 23 23 23 24 Colonial 0.062" Extruded 12'C AE 3/16"x4"x4" Steel Square d= 28" 12' E N17, AG ZF- ,-,#1 <br />C 26 26 26 26 3-8-C 24 24 24 24 0.041 "x3"x3" Steel Clover 12'D Nll,AH 1/2"x4"x4- Steel Square d= 37"12'D N17, AG 8? 2.9- 8-'-A- <br />C 26 26 26 26 34" C 24 24 24 24 0.041 "x3"<3" Steel Clover 8'E Nll,AH 1/2"x4"x4" Steel Square d= 31"15'D N17, Al <br />C 27 27 27 27 3'-4- C 24 24 24 24 3/16"43x3' Steel Square 15' H N17, AG <br />C 27 27 27 27 3'-3- C 24 24 24 24 1/4-*3"xy Steel Square <br />C 27 27 27 27 341-c 24 24 24 24 3/16"*4"*40 Steel Square <br />1/2"x4"x4" Steel Square <br />8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN <br />TABLE 6.5 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Product; <i,0.Pr-FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 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 rotessh <br />10. USE THE APPROPRIATE DETAILS (Nl-N35 or A-BM)Carl Putnam, P. E. --4-39#6 <br />FOR PAnO SLABS FOLLOW 1 -6 FROM ABOVE THEN 3441 Ivylink Place PICA %SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg, VA 24503 1 3 9 /0 <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 -0 A <br />SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES LALIFC PT <br />OCT 20 2 -*?ed <br />r Page 33 of 60 'ONA 0 »'K NOV 52012-4)'res 9/30120+ <br />15'I N17, AG <br />15'J N17, AG <br />15'K N17, AG <br />80401* Et[.6 <br />60*, <br />990 7 <br />V