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07-6619
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07-6619
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Last modified
3/6/2009 4:35:25 PM
Creation date
10/31/2007 11:18:10 AM
Metadata
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Template:
Building Department
Building Department - Doc Type
Permit
Permit #
07-6619
Building Department - Name
SCALETTA,LAWREANCE
Address
38131 KELLY LYNN CT
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<br /> I I <br /> . <br /> 6" 7" <br /> .120 2' )( 6' S. H. B. 3 .1"" 2' )( 7' S. H. B. '3 <br /> SX==l. 97 1055 SX==2. 541062 <br /> t t <br /> 2' X 6' S. M. B. 2' X 7' S. M. B. <br />~IM CDLlMN HnGHT ~~~~ rPAClfIj CDLUHN HnGHT ~~~ <br />II'H 110 120 13D 140 150 11D-150 II'H 110 120 11'30 140 150 ID-l50 <br />3' 1P1'- ~'~iI 119' -4' S' -2' 17' -0' 25' -0' 3' 24'-8' '3' -4' 'e2'-0' 20'-8' 9'-4' 29' -0' <br />4' 19'- 8'-Y' ! 7' -2' 6' -1' 15' -1' 23'-6' 4' 22' -7' 1'-2' 19'-10' 18' -8' '7' -5' 27' -1' <br />5' 17'- 16' -'5' 15'-6' 4' -6' 13' -7' 22'-0' 5' 20' -9' 19' -6' 18' -2' 17' -1' 5' -10' 25'-3' <br />6' 6' -1 5'-1' 114' -3' 3'-4' 12'-6' 2D' -7' 6' 1~' 18'-1' 16'-10' 15' -9' 14'-7' 23' -5" <br />7' 15'- 4'--1' 3' -4' 12'-5' 11'-8' 19' -3' 7' 18' -0' 16'-11' 15' -9' 14' -8' 3' -7' 21'-9' <br />8' 4'- 3'...4' 12' -7' l' ~9' l' -0' 18'-1' 8' 17' -0' 15' -11' 14' -10' 13' -9' 2' -9' 20' -5' <br />9' 13'- 2' -9' 12' -0' 11' -3' 0' -6' 17' -1' 9' 16' -2' 15' -1' 4'-0' 13' -0' 2' -0' 19' -4' <br /> B" g" <br />.22'" ,3 .""'" 11 2'X9' X . 072 X . 224 S. H. B. <br /> 2' )( 8' .S. H. B. <br /> SX==4. 44 t072 ~ <br /> SX==5. 47 1072 <br /> t t <br /> 2' X 8' S. M. B. 2' X 9' S. M. B. <br />iP~lfIj CDLUHN HEIGHT ~~~ rPAClfIj CDLUHN HEIGHT ~~ <br /> II'H 110 120 130 140 150 I1D-150 II'H 110 120 130 140 l-s0 IlD-l50 <br />3' 0'- 2-W +-6' 8' -3' 6' -9' '-6' 36'-0' 3' 34'-3' 32'-10 31'-'6' 9' -10' R' -4' ;4(]'-0' <br />4' 8'- 1'7' +-7' 6'-4' f' -11 '-8' 34'-3' 4' 31'-8' ,3D' -3' 8'-10 l5' -!1' -4' 3Br''-O' <br />5' '6'- rJ' 25' +-9' 4'-6' ~'-11' 11' -1" :'11'" -5' _Oi' 1'9'-4' 11'7' -111 '6'-7' 4'-4' P'-Il' 36'-0' <br />6' '5'- 24'''-1' '2'-10 l' -6' 20'-3' 30' -7' 6' -~, -4' 1;>0;' -11 4'-7' '2' -5' 1'-0' 34' -0' <br /> 7' '3'- 22'+-6' l' -3' 1 9'-11' 8'-8' 28' -9' 7' 25' -9' 124' -4' '3'-0' 'D'-11 9'-6' 32' -0' <br />q;:: t:: 21'''-0' 19' -9' 18' -5' 1 7' -2' 1'7'-1' R' 11'4' -4' 11'3'-0' l' -7' 9' -9' 8'-4' 30'-0' <br />11' 19' -8' 18' -5' 7'-0' 15' -flJ' 25' -7' 9' [;:J3' -1' '''1' -9' 0'-4' 8'-10'1 7' -5' 28' -5' <br /> 9" 10" <br />.3 Ul.. - 2' X 9' X .072 X .310 S. H. B. .3 .:vIA 2' X 10' X . 092 X . 389 S. H. B. .3 <br /> SX==6. 77 072 SX==8. 53 1092 <br /> 2' X 9' S. '4. B. 2' x 10' S. M. B. t <br />iPAClfIj CDLUHNHEIGHT I~~~ . IiPAclflj CDLUHN HEIGHT ~~~ <br /> II'H 110 120 130 140 1150 ID-l50 II'H 110 120 1130 140 150 IlD-l50 <br />3' 6' - ' 34'-6' '3'-0' 2'-2' l' -6' 42'~{J' 3' '1'-11 40'-1' 138'-3' is' -9' '5'-'6' 8'-6' <br />4' l~- 11' 3P~ -_Oi' rJ' -10' 8'-11 8'-3' 39'-8' 4' '9' -4' , -5' 1.'?5' -7' '3' -3' -10' 5'-2' <br />5' 1'- 0 30A-4' 8' -9' 6'-4' '5' -8' 37' -10 5' '6' -In' , -0' 133'-;>' 0' -_Oi' 8'-11' 2'-6' <br />6' 9'- 0 2tr -4' 6'-10 4'-4' '3' -7' 36'-1' 6' 4'-6' P'-g' 30' -1 D' 8'-1' 6' -7' 0'-4' <br />7' '7'- 0 26A-4' 4'-10 p' -9' 1'-11' 4'-6' 7' 'p' -5' 0' -7' 28' -9' '6' -3' 4' -9' 8'-6' <br />8' '6'- , 24'-4' 'P'-10' l' -6' 0' -7' ~3'-0' 8' 0' -7' 8' -'3' Ii' -1D' 4' -9' '3'-3' 6'-10' <br /> 9' 4'- 1 23'-4' 1'-10 0'-6' 19' -6' 31'-6' 9' 1P9' -0' 7'-2' '-4' '3' -6' '2' -0' '5' -2' EXPlJSURE <br />TYPICAL ALUMINUM COLUMN & BEAM DETAILS ' B' , C' <br /> DESIGN LDADING ( PSF> ( PSF) <br /> ClJLUHNS, 110 HPH 13 18 <br />TABLES DR SCREEN ROOMS & ROOFS ONLY 120 HPH 15 21 <br />f:lQIE; 130 HPH 18 25 <br />1) BEAM SPANS IuA Y B6 INCREASED 20X 'MIEN 140 HPH 21 29 <br />CONTINUOUS \IfR INteRIOR COLUMN SUPPORT 150 HPH 24 33 <br />2) ALL BEAM I~ ",,' r LAlERAL PURllN. ~I 110-150 HPH 10 10 <br />090' FRAU, ACRO ROOF 0 EACH POST IN <br />SCREENED Sf. WA <br />J) VALUES M~ BE IN 'Pou. TED FOR INTER MEDIA 1E: THESE STRUCTURES DESIGNED WITH THE 2004 <br />LENGTHS SPACI. OR WIND REGIONS. FLORIDA BLDG. CODE w/ 2006 SUPPLEMENT <br />4) COLUMN tk I- :AMS ALL BE OF ALUMINUM ALLOY ~ CHAP. 6 OF ASCE 7 FOR 110-150 MPH <br />606JT-'6 I WIND VEl.OCITY (3 SEC. GUST) EXPOSURE B ~ C <br />5) FOR EXPOSU · 'c: t l7PL Y AU. ca.uIIN HEIGHT VOID AFTER 2-1-09 1_.77 1. .17..m <br />VALUES' BY U (R BEAMS ARE NOT AFFECTED) <br />6) FOR COLU: J! NOT 'PPORTlNG PRIMARY ROOF BEAMS DA VlD NORRIS ENGINEERING <br />COLUMN v. 'ES MA BE MULTlPUED BY 1.05 <br />7) ALL S.M.B. S :CTlONS! SHALL BE STITCHED TOP tk BOTTOM 112 COLEMAN RD. <br />W/ (1) 110 .M.S. 024" D.C. (MAX.) WlN7F:R HA YEN, FL J3880 Pg. 1-C <br /> (B63) 299-1048 P.E. 32186 <br />
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