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l EXISTING LIGN
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I j ', ALIGN W/ EX15T 5IMP50N LTT20B HOLD DOWN ANCHORS W1,Y DIA AB EPDXY GROUTED
I°, '�i I ° W/ 5' EMBED AND 10 10d NAILS STUDS SCALE 3/L/o" = I'-0"
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I DESIGN PER 2010 FLORIDA BUILDING CODE—RESIDENTIAL GENERAL d ��� NOTEs:
$ 11 ,1 1 � l , :. i } jI' Il. II I { ' 3 11 ,1 .d I '� '
13 ,I I'I II,. I :!.1 {1 11 f I,I .I�. { :I h .,, ,1'l I I , ::3{l"�;,
fill 111 I � 11 ,I UNLESS OTHERWISE NOTED, NON WIND BORNE DEBRIS AREA
tI,, I III #, , I I ., 1 4 III � I' I T�F WALL 5ECT � O CONCRETE
+ �` i +w 1 �,I i I!I I: I I( ^I , 'f 1 1"
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I 'f' i' 4 WALL MOUNTED LIGHT FIXTURE
.,1I I I't` If . 1 f' 21 "' I; 1, "e II :; = 1 SCALE 3/4' = I'-O LIVE LOADS: UNLE S OTHERWI NOTE UON ON THE RAWING MINIMUM COV R FOR
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I, ROOF 20 PSF UNLESS RQ1 #� yE; T �ASLL9�1 .T S
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I I : FLOORS......................................................................................40 PSF REINFORCING SHALL BE AS FOLLOWS: 0 110V CONVENIENCE OUTLET
" , 1: I„ I F OTINGS..................... ' 3" ON WALL IS' ASF.
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"I a 1 1 LABS ON GRADE......................... ...........................................2" 'FROM TOP
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11 ., ,I € II �F 2 FRn
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WIND VELOCITY........
130 MPH
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f I A; I" i 1' I I I SHALL BE AS FOLLOWS:
II 1 12 FEET
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'H, h I MEAN ROOF HEIGHT...................................................... UNLESS OTHERWISE NOTED, SPLICES IN REINFORCING, WHERE PERMITTED, }
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` 1 1 .O ! FA RI WIRE SPACING PLUS 6" CEILING MOUNTED COMBINATION
. �i1 ,;I f :, I1 ,:I I :I , ,:, nl IMPORTANCE FACTOR.............................. .. SHALL BE A�����C7bW B C.................... , ,
I I ,"! ,I �! 'I T I I ................................................... 40 BAR DIAMETERS PADDLE FAN WITH LIc3HT FIXTURE
I [ . I , �I, _ - ATION....................................................... z%�
I REINFORCING BARS
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11 e + r, „� " 1 I` %� _ R K FA T R ............................................................................II VERIFY LOCATION W/OWNER
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A l S C 0 I WELD BRIG............................................... WIRE SPACING PLUS 6
BOT N OF WD FL TRUSS
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I „# " , 1 I •I 1 �1 I :, I ABOVE W/ '/a' DIA GALV LAG INTERNAL PRESSURES.................. +0 18 REINFORCING BARS.,......................,..........,............... 40 BAR DIAMETERS
I L .; ,.I,, �' '. „, I ,,, � HAP FAT RS ... ........................................................PER CODE cl, 11
III s 1,l ,„ r : I I I �*,., 1 BOLTS 4,� LONG a 24 o.c, S E C 0
HOWN OCCUR IN A DISTURBED, UNSTABLE, OR
. , f I: I IF FOOTING ELEVATIONS �"'�� ,,
FOUNDAT19N� /
" III E 11 ,1" 1. I ' II ` �: DESIGN PRESSURE FOR WINDOWS BC DOORS............................. 1 'JO —3rJ PSF ;ITABLE SOIL, THF RCHITECT ENGINEER SHALL BE NOTIFIED. a -
II I , 1
I Il I 1 1' I FLOOR FLAN RENS 1
' ' : i 11 '1'55 1 1 I" ` ' IF FOOTING—ELEVATIONS SHOWN OCCUR IN A DISTURBED UNSTABLE OR I '
I; h. 1 l , ,I1 1 TIMBER DESIGN PER CURRENT EDITION NATIONAL DESIGN SPECIFICATION F,OR a _
i 111 , ;I,1 :, , I – SEc FL _ _ _ ( UNSUITABLE SOIL, THE ARCHITECT�ENGINEER SHALL BE NOTIFIED. SCALE 3/I&' I'-O' VERIFY ELECTRICAL LAYOUT WITH OWNER
II I, tI s ;' I I1 'I ' I ' I 1 — WOOD CONSTRUCTION) ; I
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1 II I I I �� II I 1 ; 1 ' � E E AMINcs PLAN 3 EXIST WD FL TRUSS STRUCTURAL LUMBER.....................................................NO. 2 UTHERN PINE
3 ADER,5 E FR SO
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SOIL BEARING DESIGN (DESIGN MAXIMUM)...................................2000 PSF
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NAILS 6' O.G VERT 5 >
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NAILS 6' O.0 VERT
REMOVE PORTION OF EXIST
4 k I ; I I I If 'I I i 11 (2)2x JACKS FASTEN W/ IOD ,; `:
ACCOMMODATE NEW CONC FTG ,
ilh k I ! - NAILS STAGGERED SPACED REMOVE EXIST SCREEN = EXIST WINDOWS I ( I , 1 r I
f I! , I „I ; I I cN EXIST L.B. WD STUDS BEAR'G ON EXIST WALLS TO ENCLOSURE TO REMAIN TYP., - I ,;I I yI
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1 I I EXIST WD 5 UDS I
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(2) 2x KINGS ATTACHED TO �`
11, , I ADJACENT STUDS W/ ImD _ _ _ TRANSOM 1
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i I!r 11 I 11 I NAILS STAGGERED SPACED EXIST SLOPING
�1 $ I I q I SEG FL SEC FL � l �I
1i h 1 ;I I GONG SLAB TO - - - - - - - - - - - - — - - - - - - - - - - - -
II " I �I 11 !' II 6 O.C. EACH PLY REMOVE EXIST WD
REMAIN TYP., U.ON.
t" lI III, i III III l' I I ' 9 FRAMED L.B. WALL I 0' 3 I/2" - - - - -
¢,1 1 I I I . - - - - - - - - - - - - — - - - - - - - - - _
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