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<br />\-- <br /> <br />21'-0' <br /> <br />~ <br />f'-: <br />'<;j- <br />~ <br /> <br />< <br />I <br />I <br /> <br />\ <br />\ <br /> <br />\ <br /> <br />\ <br />\ <br /> <br />\ <br /> <br />\ <br />\ <br /> <br />\ <br /> <br />\. <br />" <br /> <br />~ <br /> <br />" <br /> <br />" <br /> <br />~ <br /> <br />.. <br />a <br />I <br />N <br />1'0 <br /> <br />..... <br /> <br />..... <br /> <br />~- <br /> <br />4'-6" <br /> <br />15'-0' <br /> <br /> <br />36"Wx80'H <br />DOOR <br /> <br /> <br />7 <br />~ <br /> <br />NEW GARAGE <br />15'x32' <br /> <br />....J w f><'\ <br />\)~\ ~ ~ <br /> <br />6'-011 <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />:::,< 4'-6" .1 <br /> <br />OVERHEAD <br />DOOR <br /> <br />FASTEN W/ #10 <br />SCREWS @ 12' <br /> <br /> <br />1/201 <br /> <br />/411 SNAP-N-LOCK <br />I WALL PANELS <br /> <br />RECEIVING CHANNEL ANCHOR <br />W/ '/2"XS" LONG @ 4'-0" <br /> <br /> <br />, <br /> <br /> <br />~! ~ <br /> <br /> <br />G: <br />...... <br />tl 0::: <br />.. w <br />9. > <br />, 0 <br />co .J <br />W <br />...... <br />lJ... <br /> <br />106.34' <br /> <br />.. <br /><0 <br />I <br />r-. <br /> <br /> <br />NEW RAlSED <br />SCREEN PORCH <br />10'x20' <br /> <br />/ <br /> <br />60'-0" <br /> <br />tJ ~U)\ 0 W'\ ~ <br />SITE PLAN <br /> <br />SCALE: 3As"= 1 '-0'1 * DOOR/WINDOW <br />SIZES PER OWNER <br /> <br />81.81 ' <br /> <br />4" SNAP-N-LOCK <br />ROOF PANELS <br /> <br />FASTEN WI #10 <br />SCREWS @ 12'1 <br /> <br /> <br />2'1x9"xO.072xO.224 BEAM <br />FASTEN wi U-BRACKET TO <br />WALL W/ (8)-#10 SCREWS <br /> <br />12 <br /> <br /> <br />II GARAGE II <br /> <br />4'1 SLAB ON GRADE <br />wi FIBERMESH ON <br />2,500 SOIL COMPACTION <br /> <br />~< <br /> <br />12'x8" MONO W/ <br />(1 )-#5 CONTINUOUS <br /> <br />SECTION <br /> <br /> <br />SCALE: %'1=1'-0' <br /> <br />l .. I <br /> <br />10'-0'1 <br /> <br />--I <br /> <br /> <br />/ <br /> <br />/ <br />/ <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I 301/4'Wx27'H <br />I WINDOW <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I 30'/4'Wx27uH <br />I WINDOW <br />I <br />I <br />I <br />I <br />l <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />L____ _______ <br /> <br />77//777- 7777-- 7- 77-- <br /> <br />/ // / / / / / / / / / / / / / / I <br /> <br /> <br /> <br /> <br />// / / / / / / / / / / / / / I <br />// / / / / / / / / / / / / <br /> <br /> <br /> <br />4'1 SNAP-N-LOCK <br />ROOF PANELS <br /> <br /> <br />.. <br />a <br />I <br />N <br />1'0 <br /> <br />.. <br />a <br />) <br />..- <br />('.j <br /> <br />4" SNAP-N-LOCK <br />WALL PANELS <br /> <br />, <br />a <br />a <br />a <br />f' <br /> <br />--~ <br /> <br /> <br /> <br />I <br />I <br />'" <br /> <br />,----- <br /> <br /> <br />EXISTING <br />RESIDENCE <br /> <br />L__ <br /> <br />FASTEN Wi #10 <br />SCREWS @ 12'1 <br /> <br /> <br />\3'xO.032' PAN ROOF <br />\ FASTEN W/ (4)-#10 SCREWS~ <br />I <br /> <br />U1 <br />z3 <br />WW <br />f-I-O:::: <br />(j)U1U <br />O<{U1 <br />.. " u.: <br />a'-'- a <br />lJ) . .- <br />2'x2'x0050' a ~ x~ <br />CHAIR RAILS " . ~ ~ ~ J-- <br />(2)-#10 SCREWS \ n ~ 0 ~ <br />x::> I "'" <br />.. ....J, :> <br />('.j<{tD;> <br /> <br /> <br />EXISTING RESIDENCE WALL FRAMING <br />ADEQUATE TO SUPPORT CARPORT <br />LOADING PER 2001 FLORIDA BUILDING <br />CODE SECTION 1606 LOADING CRITERIA <br /> <br />12 <br /> <br />\ '/2" <br /> <br />RECEIVING CHANNEL. FASTEN <br />WI #10 SCREWS @ 12' <br /> <br />[RAISED <br />SCREEN PORCH <br /> <br />G: <br />....... <br />-H~ <br />.. W <br /><0> <br />I <br />, a <br />f'....J <br />W <br />~ <br /> <br />4'1 SLAB ON GRADE <br />WI FIBERMESH ON <br />2.500 SOIL COMPACTION <br />~6-Mlb--VI.sQUEg~ <br />TERMITE TREATMENT "- <br />\ <br /> <br /> <br />2'x3'xO.070 l <br />HEADER ~ <br /> <br /> <br />KICK ~ ~ <br /> <br />2'x2' SCREEN CHANNEL <br />FASTEN W/ '/4'~ x 21/2' <br />TAPCONS @ 16' <br /> <br />tl 0 t <br />· -..J ...... <br />~ wO::: <br />I ......w <br />N LL > <br /> <br />- SPLIT FACE <br />BLOCK <br /> <br />SUx16' MASONRY @ <br />5'-0'1 W/ #5 VERT. <br />IN FILLED CELL ~ <br /> <br />2> <br /> <br />SECTION <br /> <br /> <br />SCALE: 'h'=1 '-0' <br /> <br /> <br />'V <br /> <br />S'x16' W/ <br />(2)-#5 <br /> <br />nP!Il' ~. R:::''/I~WED <br />OATE--:LlJi. ;;, J <br />BUllOING DEPT APPROVED t!tt<Z> <br /> <br />NOTE: <br /> <br />1. DESIGN CONFORMS WITH 2001 <br />FLORIDA BUILDING CODE SECTION <br />1606 130 MPH WIND LOADS. <br />2. WOOD No. 2 GRADE SOUTHERN PINE. <br />3. IMPORTANCE FACTOR = 1.0 <br />4. EXPOSURE 'B' <br />5. INTERNAL PRESSURE COEFFICIENT = :1:0.18 <br />6. COMPONENTS/CLADDING :1:42 PSF. <br />7. CONCRETE 2,500 PSI. <br />8. REINFORCING 60,000 PSI. <br />9. FIELD VERIFY EXISTING CONDITIONS. <br />10. ALUMINUM 6063- T6. <br /> <br />Michael A. R'/.li nson. P. E MICHAEL A. ROBINSON, P.E. <br />~~1tL . (Rusty) <br />STRUCTURAL ENGINEERING, INC. <br />HlDUS1RIM. COMMERCIAL, anj RESIDENlIAL <br />LA~ELAND, FLORIDA <br />SCALE: AS NOTEDjF>ROJECT tJo.: 4863 <br />S'{7'D~ u <br />PALM HARBOR CONSTRUCTION <br /> GRAND HORIZONS - NEUvOI~ AVEtjUE <br /> RAISED SCREEN PORCH, SHED, and CARPORT <br />Florida Registratioll DRAWN BY: RR I DRAWING NiJMBER I REVISION <br />No. 28317 CHECKED: MAR S-O 1 0 . <br />DATE: 2-12-03 <br />