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6- 7. v ,] v ~ ] .12JL - 2' x 6' S. M. B. .12Jl. I- 2' x 7' S.H.B, SX=I. 97 t05S SX=2. 54 t062 ~ I T 2' X 6' S. M, B. 2' X 7' S. M, B. ~IM CDLUHN HEIGHT BEAM !\7W:IM COLIMN HEIGHT BEAM SPAN SPAN JI1H 110 120 130 140 150 110-150 I#'H 110 120 130 140 150 10-150 3' ?1' -9' '20'-6' 19' 4' 18'-2' 11 7' -0' 25' -0' 3' 24' -8' 123' -4' ~2' -0' 20' -8' 119' -4' 29'-0' 4' 9'-4' 18' -2' 1 7' -2' 6' -1' 15' -1' 23'-6' 4' 22' -7' 121' -2' 19' -10 18' -8' 17' -5' 27' -1 ' 5' 17' -6' 16' 5' ItS' 6' 14'-6' 13' -7' 22' -0' 5' 20' -9' 19' -6' 18' -2' 17' -1' 15' -10' 25'-3' 6' 16'-1' 15' -1' 14' -3' 13' -4' 2'-6' 20' -7' 6' 19' -2' 18'-1' 6' -1D' 15' -9' 4' -7' 23' -5' 7' 15' -0' 14' l' 13' 4' 12'-5' 11 ' -B' 19' -3' 7' 18'-0' 16'-11' 5' -9' 14'-8' 3' -7' 21' -9' 8' 14'-2' 13' -4' 12' -7' 11' -9' 11'-0' 18'-1' 8' 17' -0' 15'-11' 4' -10' 13' -9' 2' -9' 20' -5' 9' 13' -6' 12' -9' It2' -0' 11' -3' 0'-6' 17' -1' 9' 16'-2' 15' -1' 4' -0' 13' -0' 2'-0' 19' -4' B- 9- .22.f... - 2' x8'S.H.B. 2204 2' X 9' X . 072 X . 224 S, H, B, ,} ~ SX=4.44 t072 SX=5. 47 t072 ~ I I 2' X 8' S, M. B. 2' X 9' S. M. B, ~Itfi CDLUHN HEIGHT ~1~ isPAcIMi CI1LUHN HEIGHT ~~ I#'H 110 120 130 140 150 110-150 If1H 110 120 130 140 150 110-150 3' 0' -8' 29'-6' B' -3' 6' -9' 5'-6' 36'-0' 3' 34' -3' 32'-f.lPI31'-6' 9' -10' B' -4' .40' -0' 4' B'-8' 27' -7' 6'-4' 4'-11' 3'-=B' 34' -3' 4' 31'-8' 30' -3' 128' -10 '6' -9' '5' -4' 38'.'-0' 5' 6'-1CY' 25' -9' 4' -6' 3' -11' 1'-11' 32' -5' 5' 29'-4' 7' ":1P\26' -7' 4' -4' '2'-11' 36' -0' 6' 5' -2' 24' -1' '2' -llr l' -6' 0'-3' 30' -7' 6' 27' -4' ~, -11 P4' -7' '2' -5' l' -0' 34' -0' 7' 3' -B' 22'-6' 1 ' -3' 9' -1 l' 8'-B' 28' -9' 7' 25' -9' 4'-4' 23' -D' 0' - 11 ' 9' -6' 32' -0' 8' 2' -3' 21' -0' 19' -9' 8' -5' 17' -2' 27' -1' 8' 24'-4' 3' -0' "PI' -,' 9' -9' 1 B' -4' 30' 0' 9' 0'-11' 19' -B' IB' -5' 7' -0' 5' -ICY' 25' -7' 9' ~3' ';'1' '1' ';'9' 20' -4' B'-10' 7' -5' 28' -5' 9- lO- II 2'X9' X ,072 X .310 S, H. B, ~ 3 )( X ,092 X ,389 S.H.B. :3 .31.Q.. I- .~Q 2' X 10' SX=6. 77 072 A SX=8. 53 (092 ~ ~ . 2' X 9' S, ~. B. 2' X lO'S. M, B. I ';PACItfi CDLUHN HEIGHT BE..1ft ~IMi COLUHN HEIGHT ~~ S~ N JI1H 110 120 130 140 \150 10-150 If1H 110 120 130 140 150 110-150 3' ~6' l' 34'-6' 3' D' '2' -2' 131' -6' 42'-0' 3' 41' -11 40'-1' 38'-3' 6' -9' 5'-6' 8'-6' 4' 33' - 11 ' 32' -5' tD'-10 8'-11' '8' -3' 39'-B' 4' 9' -4' 7' -5' 35' -7' '3'-3' 1'-10' 5'-2' 5' 31'-10 30'-4' 8' -9' 6' -4' 5'-8' 37' -171' 5' 6'-10 [5"-0' 33' -2' ro' -5' 8' -11 ' 2'-6' 6' 9'-10 28'-4' 6'-10 4'-4' '3' -7' 36'-1' 6' 4'-6' rp' -B' 30' -In-' 8'-1' 6' -7' 0'-4' 7' 7'-10' 26'-4' 4'-10 '2' -9' 1'-11' 34'-6' 7' '2' -5' PTl' -7' 28' -9' 6'-3' 4' -9' 8'-6' 8' 6' 3' 24'-4' 2' 10 l' -6' 0' -7' 33'-0' 8' 0' -7'-128' -9' ~6' -1{)4 4' -9' 3' -'3' 6'-10' 9' 4' -11 23'-4' 1'-10 0' -6' 9'-6' 31'-6' 9' '9' -0' 127'-2' P5'-4' 3' -6' ?2' -0' 5'-2' EXPOSURE TYPICAL ALUMINUM COLUMN & BEAM DETAILS ' B' , C' DESIGN LOADING ( PSF> ( PSF> COLUMNS I 11 0 HPH 13 18 TABLES FOR SCREEN ROOMS & ROOFS ONLY 120 HPH 15 21 NDJE; 130 HPH 18 25 t) BEAM SPANS UA Y BE INCREASED 20X 'MiEN 140 HPH 21 29 CONl1NUOUS OIlER INTERIORCOLUUN SUPPCRT 150 MPH 24 33 2) ALl. BEAI/ SPANS ASSUUE LA. TERAL PURUNS ~I lID-150 HPH 10 10 o 90' FRAl/ED ACROSS ROOF 0 EACH POST IN SCREENED SIDE WA.l1.S 3) VA.J.JJES UA Y BE INTERPOLA TED FOR INTERI/EDIA 7E 1HESE STRUCTURES DESIGNED Vtf1H 1HE 2004 LENGTHS OR SPACINGS OR 'MNO REGlON5. FLORIDA BLDG. CODE W/ 2006 SUPPLEMENT 4) COLUlJN d: BEAUS SHALl. BE OF A.J.JJIt/INUU ALLOY tt CHAP. 6 OF ASCE 7 FOR 110-150 UPH 6063T-6 VtfND !,fiOCITY (3 SEC. GUST) EXPOSURE B tt C 5) FOR EXPOSURE 'c'. UUL l1PL Y ALL COLUUN HElGHT VOID AFTER 2-1-09 1w=.77 1_17_D7 VALUES 8Y .84 (ROOF BEAMS ARE NOT AFFECTED) 6) FOR COLUUNS NOT SUPPORl1NG PRIUARY ROOF BE:Alt/S DA VlD NORRIS ENGINEERING COLUUN VALUES UAY 8E UULl1PUED 8Y 1.05 112 COLEUAN RD. 7) ALl. 5.U.8. SECl10NS SHALL BE Sl1TCHED TOP d: BOTTOM VtfNTER HA VEN, FL 33880 P 1-C w/ (1) #10 5.U.5. 0 24- o.c. (UAX) . (863) 299-1048 P.E. 32186 9