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<br />106.34' <br /> <br />1-- <br /> <br />~ <br />to <br />I <br />i' <br /> <br /> <br />21'-0' <br /> <br />15'-0' <br /> <br />< <br />I <br />I <br /> <br />.----~1 <br />I <br /> <br />NEW RAISED <br />SCREEN PORCH <br />10'x20' <br /> <br /> <br />/\ ' <br />i------------6~~8~~HLV 77 T /777 - 7777- - 7 - 77 - - I <br />: I / // / / / / / / / / / / / / / / I <br />/ <br />i ~/ / ;/~ <br />I 30114'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 /> <br /> <br />~ <br />i" <br />~ <br />.q- <br /> <br /> <br />.. <br />o <br />I <br />N <br />l'0 <br /> <br />NEW GARAGE <br />15'x32' <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 />/ <br /> <br />/ <br /> <br />/ <br /> <br />/ <br /> <br />\ <br />\ <br /> <br /> <br />\ <br /> <br />\ <br />\ <br /> <br />\ <br /> <br />60'-0' <br /> <br />4'-6' 6'-0' 4'-6' <br />1< ~ 0:-,< >1< <br />OVERHEAD <br />DOOR <br /> <br />\ <br />\ <br /> <br />SITE PLAN <br /> <br />\ <br /> <br />SCALE: 3/16'=1'-0' * DOOR/WINDOW <br />SIZES PER OWNER <br /> <br />\. <br />" <br /> <br />""- <br />~ <br /> <br />'-.. <br /> <br />'-.. <br /> <br />~ <br /> <br />-... <br /> <br />81.81' <br /> <br />-... <br /> <br />----------- <br /> <br />411 SNAP-N-LOCK <br />ROOF PANELS <br /> <br />FASTEN W/ #10 <br />SCREWS @ 12' <br /> <br /> <br /> <br />1\\\ . Pt. \< . 1').~ /rJ3 <br /> <br /> <br /> <br /> <br />4' SNAP-N-LOCK <br />ROOF PANELS <br /> <br />~'J(L.{ ~A-M'l~ I ~"()/C- <br />/).)( {I'fIOW tJcJ. <br />n~\ \fJ .3 I ~n fdjfS <br />And. (PI' ~ ~;ta <br />uS€ S\~f~ H-s \~etc-~Q\\'f~ <br />6 V\, l' ~~k.. <; \.v. d -\-0 f <4- ~o \to'w-- <br /> <br /> <br />FASTEN w/ #10 <br />SCREWS @ 12' <br /> <br />12 <br /> <br />1/2111 <br /> <br /> <br />~SNAP-N-l::OO-K <br />'ttAtt-PANCLS. <br /> <br />2'x9'xO.072xO.224 BEAM <br />FASTEN wi U-BRACKET TO <br />WALL W/ (8)-#10 SCREWS <br /> <br /> <br />I u J . flQ' \s Tv r ""'~. ~d H(]'M., 1- H~~ l ~~ J. <br />.T'^~"~F'C\tt, I~cl ~ f\~!.Ot.{II~{IlJ. <br />us,~ ~~I~tJ ~~ ~ <br />M.~,e. 6(20)03. <br /> <br />LA S t 'Dou. b \ t. 3 '}- ~ p:;~~ <br />0, Dc." 0 J'"^'v-~ -{o ~Wfr~ <br />LUf\-J. ~ ~o~q~ ~ ~ ~ ~1~ <br /> <br />,,^.A,~. O/:J.O!d3 <br /> <br />G:: <br />...... <br />-H 0::: <br />.. W <br />o > <br />,I <br />co 0 <br />-..J <br />W <br />...... <br />lJ.. <br /> <br />RECEIVING CHANNEL ANCHOR <br />wi V2'x8' LONG @ 4'-011 <br /> <br /> <br />{' SLAB ON GRADE <br />w/ FIBERMESH ON <br />2,500 SOIL COMPACTION <br /> <br />\ <br /> <br /> <br />~.~ <br /> <br /> <br /> <br /> <br /> <br /> <br />SCALE: '/2'=1'-0' <br /> <br /> <br />12'x811 MONO W/ <br />(1 )-#5 CONTINUOUS .Q"^Y p.T: ~St ~1i.~cJ2.iic! tc <br />Cot\~f.ct.~ t, ~\4b w~ ~ It X 4 If <br />. '6 <br />fXffn\S'c>~ P.:o 1-5 ~4 \I a/a... <br /> <br />M.~.~. s: ~o 03 <br /> <br />SECTION <br /> <br /> <br />--I <br /> <br />10'-0' <br /> <br />I <br />I <br /> <br />l <br /> <br />,---- <br /> <br />'< <br /> <br /> <br />EXISTING <br />RESIDENCE <br /> <br />I <br />I <br /> <br />L__ <br /> <br />- <br />o <br />I <br />N <br />l'0 <br /> <br />o <br />o <br />o <br />i" <br /> <br />, -.,; \ <br /> <br />t., . <br /> <br />.. <br />o <br />,I <br />r- <br />C'J <br /> <br />--~ <br /> <br />FASTEN W/ #10 <br />SCREWS @ 12' <br /> <br /> <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 />11/2' <br /> <br />3'xO.032'1 PAN ROOF <br />FASTEN W/ (4)-#10 SCREWS <br /> <br />----- <br /> <br /> <br />= <br /> <br />RECEIVING CHANNEL. FASTEN <br />wi #10 SCREWS @ 12' <br /> <br />fF RAISED <br />l1J~REEN PORCH <br /> <br />G:: <br />...... <br />-HO::: <br />.. w <br /><0> <br />I <br />, 0 <br />i"-..J <br />W <br />...... <br />lJ.. <br /> <br />2'x2'x0050' <br />CHAIR RAILS -; . <br />(2)-# 10 SCREWS \ <br /> <br />4' SLAB ON GRADE <br />w/ FIBERMESH ON <br />2,500 SOIL COMPACTION <br />6 MIL VISQUEEN <br />TERMITE TREATMENT <br /> <br /> <br /> <br />2I1x3'xO.070 / <br />HEADER ~ <br /> <br />KICK ~~. <br /> <br />811x16'1 MASONRY @ <br />5'-0' W/ #5 VERT. <br />IN FILLED CELL ~ <br /> <br />SECTION <br /> <br /> <br /> <br />SCALE: %'=1'-0' <br /> <br />fl . r . <br /> <br />'\ .. . <br /> <br />NOTE: <br /> <br />1. DESIGN CONFORMS WlTH 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 = ::l:0.18 <br />6. COMPONENTS/CLADDING ::l: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 /> <br />IJ) <br />z3 <br />WW <br />1-1-0::: <br />IJ)IJ)U <br />0:<1J) <br />~ n.. u.: <br />o 0 <br />l{) 'r- <br />02X~ <br />'::J:< I <br />OZ2,........ <br />x...... C'J <br />~20'--' <br />x::J I ""- <br />.. -..J, :> <br />C'J:<tO:> <br /> <br />- 2HX2' SCREEN CHANNEL <br />FASTEN w/ 1/4'~ x 2'/2' <br />TAPCONS @ 16' <br /> <br />;r <br /> <br />SPLIT FACE <br />BLOCK <br /> <br />-H 02= <br />.. --.J....... <br />.q- W Cl::: <br />I ......w <br />N lL.> <br /> <br />Wx16' Wi <br />(2)-#5 <br /> <br />Michael /\ RrJbinson, p E MICHAEL A. ROBINSON, P.E. <br />~~, (Rust, ) <br /> STRUCTURAL ENGINEERINGj INC. <br /> r~;DUSTR!.';L, CGMMERC[~l, anj RESICElH!AL <br /> L"f. E LAt W, FLORiDA <br /> SCALE: AS NOTED r PROJECT t.~,-- ~36~_ <br />'~(~f~ PAU,,1 H,.;FBOP COriSTRUCTI1.JtJ <br /> CRAhD HORrZOtiS - i'~~Uf<Ci\J ~VErIUE <br /> RAISED SCREEN PORCI1. Sr<ED, an,j CAF:PORT <br />Florido Req;stration DRAWN BY: RR 1 DRAWING NU'JBER '1 REVISION <br />No. 28317 CHECKED: ~t';R 0 <br /> DATE: 2-12-03 8-01 i <br />