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I I ....- ---: f sx=. 3S E Qi ~i ~ . " . DR. ~ - N . SX=. 35 , SX=. 23" .,! I 3- I I 3- I I 3- I B' xB' PA TIO 3' x 2' PATIO 2' x 3' PATIO ~ ~IMi . COLUHN HE:IGHt ~ Is:P.4CIMi COLUMN HEIGHT ~ ~IMi COLUMN HEIGHT I#'H 110 12' 130 110-150 I#'H 110 120 130 110-1 II'H 110 120 130 140 ISO 3' 7' -5' 7' , 1"::"...9' 8'-8' 3' 9' -5' 8' -9' 8'-4' 10' -8' 3' 1 0' ~7' 9' -10' 9'-3' 8' -7' 8'-0' '1' -9' 4' 6' -9' 6' , 6' -2' 7' -11 ' 4' 8' -7' 8'-1' 7' -7' 9' -9' 4' 9'-8' 8'-11' 8' -5' 7' -11 ' 7'-3' 10' -9' 5' 6'-3' 5' l' 5' -7' 7'-4' 5' 7'-10' 7' -5' 6' -11' 9'-1' 5' 8'-9' 8' -3' 7'-8' 7'-4' 6' -7' 9'-10 6' I ~, -9' 5' , 5' -2' 6'-10' 6' 7' -3' '-10' 6'-4' 8'-6' 6' 8' -2' 7' -8' 7' -1' 6' -9' 5' -11 ' 9'-0' 7' I !ii' -!Ii' 5' 4' _,fJ4 6'-6'- 7' ~, -9' '-4' 5'-11' 8'-0' 7' 7'-8' 7' -1' 6' _'7' 6' -3' 5'-6' 8' -5' 8' 1_" -1' 4' , 4' 1-6' 6'-2' R' 6'-4' 5'-11' 5' -7' 7'-6' 8' 7'-2' 6' -8' 6'-2' 5'-10' 5'-2' 8'-1' 9' 4' -10' 'I' 7' 4' -3' 5' -10' 9' 6' -0' 5' -7' 5'-3' 7'-2' 9' 6' -9' 6' -4' 5'-10' 5'-4' 4' -11' 7' -10- MAX. ALLOWABLE B "AM SPI4N = 4'-2' MAX. ALLOWABLE BEAM SPAN = 6' -4' MAX. ALLOWABLE BEAM SPAN = 8'-0' ~...~ ...- -t SX~ 70:: J} B' X 4' ~ .120 ~ TILT SX=. 98 \.. - -:250 1044 I 4. I A SX=. 55 t .,. 2' x 4' PATIO B' x 4' S. M. B. ~IMi COLUMN HEIGHT & ~I/Ij COLUMN HEIGHT ~~ ." 110 leD 130 140 150 110-1 I#'H 110 120 130 140 ISO 110-150 3' 12' -9' 1 ' -9' 11'-tJ' 10' -5' 10' -0' 3' -0' 3' 14' -9' 14'-0' 13'-4' 2' -8' 2' -0' 17' -4' 'I' 11'-6' 0'-1'" 10' -2' W'- . -~' 3' -rJ' 4' 13' -3' 1 '-8' 12'-1' 1'-1 ' 1'-0' 16'-6' 5' 10' -5' 9'-'" Q' ";;,0;' 11'- 0' '-_Iilf' 'P'-IO' 5' 12'-1' '-7' "-0' 0'- , rD' -1' ",' -6' 6' 9'-7' 9'-P' R''';;R' 11'-; I_~' 'pi -n' 6' 11'-2' '-H' 0'-" "i'-I 9' -3' 14' -6' 7' 9' -0' 8' -6' 8'-0' 7'- , '-2' " -3' 7' 10' -5' -, ,- "i'-4' 8'-, 11 ,.8' -7' 13' -7' 8' 8'-6' 7'-11' 7' -5' 7' -0' 6'-8' 0' -7' 8' 9' -9' 9'-3' 8' -9' 8'~..' 8'-0' 12' -9' 9' 8'-lJ' 7'-5' 6' -11 6'-6' 6'-2' 0' -0' 9' 9' -2' 8' -H' . 8' -3' 7'-10' 7'-6' 12' -0' 0;:- 5- I r- ~ t~ . H' 1 - -:100 10 SX=I.35 q SX=, 91 ../ .. , t 2' X 5' PA TIO 2' x 5 S. M. B. ~1M CDLI./HN HEIGHT & ~I/1j CDLUHN HEIGHT ~~ ." 110 120 1130 140 150 ." 110 lj!O 130 140 l:iO 110-150 3' 14'-4' 13'-8' 3'-0' 'P'-3' I' -7' 16' -10' 3' 18' -5' 17' -3' 16' -2' 5' -1' 4'-0' 21'-6' 4' 13' -2' 12' -7' 11' "-11 Yl'-3' 110' -7' 16' -0' 4' 1~' -8' 15' -7' 14' -7' '3' -6' , p' -7' 19'-1(14 5' 1 ' -1' 11'-7' 10'-11 0'-4' 9' -8' 15'-1' 5' 15' -2' 14' -2' 1,'rl'-3' 2' -3' 11 ' -5' 18' -4' 6' 1 '"-1' 1 D' ....8" 1 n' ";;f)I 9 -6' 8' -11 14'-1' 6' , -1 13' -()' 12' -2' 1'-3' 0'-6' 17' -0' 7' 1 '-3' 9' -10' 9'-3' 8' -9' 8'-3' 13' -2' 7' '"-11'112'-1' l' -4' 0' 4>' 9' -9' 15' -1(14 8' '-~' 9' -1' 8'-7' 8'-1' 7' -H' 12'-4' 8' '-1' 111'-'" 1 (}I -R' 9' -1 ' 9'-1" 14'-10 9' 8' -10' 8' -5' 8' -0' 7' -7' 7'-2' 1'-8' 9' , -5' 11 0' -9' 10'-1' 9' -5' 8' -9' 14'-0' TYPICAL ~ L.. UM if' NUM S TRUC TURAL DESIGN DETAILS SPACI. G - Jj 9UTARY LOAD WIDTH TABLES F[ I? S~REEN ROOMS & ROOFS ONLY -".... ,.... ...- tJDIE; hBf '~SBJ 20" WHEN CONTINUOUS ' 'Il' , C' 1) 8EAM SPANS AlA DESIGN LOADING t' P!~~) I " t>~e- OIER INTERIOR UMN SUPPORT 2) ALL 8EAM SPit} , ~1E7W. PIJI/UNS . 90' FI/AIIED COLUMNSI 11 0 MPH 13 18 ACROSS ROOF EACH POST IN SCREENED SIDE WALLS 120 HPH 15 21 3) VALUES MA Y ~ ~ IN . TED FOR. INTERMEDlA TE LENGTHS 130 HPH 18 25 OR SPACINGS WIND 'GION5o {~~ '/1:,~ 21 29 4) ALL STRUCTURA MEMS, S SHALL BE OF ALUMINUM ALLOY P.4. ~.~ 6063 T-6 ~I 110-150 HPH 10 10 5) FOR EXPOSURe ~~ MULTlPL Y ALL COLUMN HEIGHT VALUES 8Y .84 (ROOF iEAMS ,liRE NOT AFFECTED) 6) FOR COLUUN~E. PT SU~~TlNG PRIMARY ROOF 8€AMS THESE STRUCTURES DESIGNED WfTH THE 2004- COLUMN VALL/, MAY MULTlPUED 8Y 1.0S. FLORIOA 8LOG. coot W/ 2006 SUPPLENENT 7) FOR CHAIR RAIL IWALL JWRUN. AND K-8RA~ (SECONDARY tk CHAP. 6 OF ASCE 7 FOR 110-150 MPH MEMBERS) VAL ~ MUL'rf1PLY COLUMN HEIGHT BY 1.10 WfND VELOCITY (3 SEC. GUST) EXPOSURe 8 tk C. 8) ALL COLUMNS I~ MD 8EA~S ARE PRIMARY MEM8ERS; CHAIR VOIO AFTER 2-1 09 1_.77 1. .1'7_n7 RAIL,/WALL ~f lN5, K . BRACES, AND ROOF PURUNS ARE SECONDARY M. '8ER5o DA VlD NORRIS ENGINEERING 9) ALL 5oM.B. SEe ONS ~ALL BE STITCHED TOP 4t 80TTOM 112 COLEMAN RD. W/(1) #10 5oM. . 24 O.c. (MAX) WfNTFR HA 1if"N.. FL 33880 Pg. 1-8 (863) 299-1048 P.E. 32186