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<br />
<br />Pg.
<br />
<br />NOTE: STRUCTURES DETAILED IN THESE PLANS WERE DESIGNED WITH
<br />THE 2004 FLORIDA BLDG. CODE & CHAP. 6 OF ASCE 7 FOR 110 up to 135 Iv
<br />(3SEC. GUST) (DEFLECTION = 1/80 MAX) REVISED 10/1/2005
<br />
<br />(OPT.) 6' STEP FASCIA W/ 1110 X 5/8'
<br />! 12' O. C. DR
<br />Z' X 2' X O. 040
<br />STIFFrNrR
<br />NOTE' FOR OUTSIDE: SPANS>
<br />USE 2' x3', (VERT, )
<br />DR 6' STEP F:ASCIA
<br />
<br />HEAD
<br />
<br />ROOF PAN
<br />
<br />l' XI' X 2' X 0, 060'
<br />ANGLE CLIP W/ (i?)
<br />, #10 X 5/8' II, HEAD
<br />SHS. EACH WA Y.
<br />
<br />TYP, S~CTION D~TAILS
<br />N, T, S.
<br />
<br />~nI (SE( f'(j. 2-f'
<br />ALUH. '-"'~. f(R /lAX. SPIrCIfKj)
<br />( 1) _ 1/4' DIA, X 2 1/4' CaNC, A. B,
<br />DR TAPCON . 24' a. C.
<br />
<br />NOTE'
<br />AT CORNERS USE (1) 1/4' DIA.
<br />X 2 1/4' EA. DIR. !
<br />-f' (HA((.) FROH CORNER.
<br />
<br />l' X l' X 1/16' X 2'
<br />/ALUH. CLIP. W/ (2) .1Os
<br />X 1/2' TEX SCREWS IN
<br />EA. DIRECTION
<br />
<br />
<br />'--1 X 2 ALUH.
<br />BASE PLATE
<br />
<br /><i .
<br />
<br />. "
<br />.. .'0
<br />:' ~. :.d ~ ~ : ~"
<br />
<br />:.. .
<br />
<br />'.', :.: ,-: ~ ~;
<br />
<br />, .. .:
<br />
<br />#' ,
<br />
<br />.:.. .. t' .01
<br />
<br />
<br />BAS~ PLAT~ CONN~CTIONS
<br />(SCREEN RODHS) No T. S.
<br />
<br />2 X'}ru-UM BE:AH
<br />
<br />X 3 ALUM. CO/-.
<br />
<br />NOTE:' THE: BE:LOII DE:SIGNS "ILL CARRY A COHTRIBUTARY
<br />LONJ OF 150 S. F. _ NE:" 8' X 8' FTG. (100 S. F. - E:XIST. 4' SLAB)
<br />
<br />ALUM. BASE: INSf:RT '1/ (2) 1/4' DII\. X 2 1/2' TAPCONS
<br />& (2) 1/4' DIA. THRU BOLTS
<br />QB
<br />2' X 2' X 1/8' ALUH. ANGLE: 11/ (2) 1/4' DII\. X 2 1/4' TAPCON ON
<br />(.!l2 SIDE:S OF COLUMN ,,/ (2) 1/4' DIA. THRU BOL 1$
<br />
<br />!1B
<br />3 1/8' X 1 1/2' X 1/8' RE:CE:VING CHANNEJ..
<br />'1/ (2) 1/4' DIA. X e 1/4' TAPCQNS & (2) 1/4'~ THRU BOLTS
<br />
<br />DB
<br />ALL OF T~ ABOVE: Hit Y BE: CQNNE:CrrD TO IIOC1D HE:ADER
<br />BY SUBSTITUtING (4) '10 S. H. S, (2' HIN. E:HBEJ)) FOR TItPCQNS.
<br />
<br />, :--,;-:' , .,~.: :: '.;,' ,~:. ,"..;, '::-' ..'.'. :,~.,
<br />.. r'" '".1 ;,., ....... \.',~":" 3 l/e'
<br />
<br />:-~,;/::::",~\~ ;;,~\.~~'~,~'./~.'.:<:" (MIN, )
<br />
<br />
<br />EXISTING 4' CONe. SLAB W/ NO C ACKS W!THIN 3D' or POST
<br />!JB. NEil THK' ND 8' X 8' HONO FOOTING W/ ([) .5 CaNT.
<br />OR WOOD DECK W/ DBLo 2 X 6 OlIN. > PERIMETER HEADER
<br />
<br />POST CONN~CTIONS
<br />(CARPORTS / OPEN PATIO)
<br />
<br />No T. S.
<br />
<br />~,
<br />SEE DETAIL BELOW
<br />,IIHEN HDST STRUCTURE IS HASONARY
<br />
<br />It lOX 5/8' W. HEAD SHS
<br />THRU RDOF PAN, RISER ON
<br />12' CENTeR INTO STIFFENER
<br />A T EACH END OF Roar,
<br />
<br />2' X 2' POST SH11I/N
<br />
<br />
<br />4-.10 X l' S. II. S.
<br />PE:R POST INTO
<br />INTE:RIOR sCRf:I/ SPLI/oCS
<br />J' X 2' OPE:H BlICK
<br />saTTOH FlIt TE:
<br />. . ." .', II' .. .
<br />
<br />J) I/4'~ X 2 1/.'
<br />caNe. It. B. OR TAPCON
<br />@ 2.' a. e.
<br />ICKPLAT~ DR CABANA SKIN (HIN. 0,019')
<br />ATTACHED W/ pap RIVETS OR .10 X 1/2'
<br />S. H, S, I! 16' C, C. .
<br />
<br />[E:XTRU1JE:l/ HE:A~ 11/ 1/4"
<br />X 2 1/4' TAPCCJNS It 8'
<br />a. c. STAGGERED '
<br />, 1> #10 X 5/8' S. H. S
<br />TOP OF E:A. RISf:R
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<br />(,)
<br />~
<br />VI
<br />....
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<br />:...
<br />.~
<br />~
<br />~
<br />
<br />MASONRY / H~AD~R
<br />A TTACHM~NT D~TAIL
<br />N, T. S.
<br />
<br />~
<br />
<br />THESE STRUCTURES DESIGNED I'tf~
<br />THE 2004 FLORIDA BLDG. CODE .
<br />&& CHAP. 6 OF ASCE 7 FOR 110- 5 MPH ~
<br />VELOCITY (3 SEC. GUST) EXPOSURE A-D.
<br />VOID AFTrR 2-1-07
<br />
<br />DA VlD NORRIS ENGINEERING
<br />112 COLEMAN RD.
<br />I'tfNTER HAVEN, FL. 33880
<br />(863) 299-1048 P.E. 32186
<br />
<br />2-
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