12-902-003(2X6 PT WD RAIL
in
V -6 " HT WD RAILIr
2X2 PT WD BALUST
MAX 5" OC
WOOD 1DE K
(2) 2X8 PT WD BEAM-
SIMPSON 5C4 MTL POST-
CAP W 16 -16c1 BM 4 POST
GRADE
12" 0 X 24" D CONC FTG
W 14X4 PT WD POST (TYP)
0
REMOVE EXISTING STA
08 8,5 X 4" L WOG
SCREW (TYP)
(2X6 PT WD RAIL
3 " -6 " HT WD RAIL
2X2 PT WD BALU:
MAX 5" OC
08 5,5 X 4" L WOG
SCREW (TYP)
- -i
NJ
EXIST LAP SIDING ON WD SWTG
2X6 PT WD DECKINe
NAIL SPACED (TYP
2X8 PT WD JST
0 16 " OC (MAX)
SIMPSON HTU26 MTL JST HANGER
W/20 -16d HDR 4 11 -10d JST
(2) 2X8 PT WD LEDGER W/
5/8 "0 X 7 L EXP 5OLTS -
6 32" OC STAGGERED
• � t
V -6" HT WD RAILING
4X4 PT WD POST
BELOW (TYP)
FRONT ELEVATION
FIN FLR EL +2 " -4" ABOVE GR
3/4!! � 1 ! _ !!
EXIST CONC CAP
EXIST CONC BLK WALL
EXIST CONC FOOTING
REMOVE EXISTING PLANTER
EXI;
REMOVE EXISTING STAI
EXISTING
REMOVE EXISTING ST
EXISTING
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vv Illm 0111
FLOOR PLAN
FENCE
EXI5TING
LIVING ROOM
LINE OF WOOD DECK ABOVE
12" �t X 24" D CONIC FTG
W 14X4 PT WD POST (TYP)
5" -11""
PARTIAL.
FOUNDATION PLAN
REMOVE EXISTING= PLANTER
' -6" HT WD RAILING
2" -10" HT WD RAILING
EA SIDE OF STEPS
= I REMOVE EXISTING PLANTER
MR ■ ■ qa►
!! = 1 ! _ olv SCOPE or-
1/4 WORK
1. REMOVE DOOR 4 STEPS ON NORTH SIDE 4 FRAME IN OPENING.
2. INSTALL NEW DOOR AS INDICATED ON WEST (FRONT) SIDE.
3. NEW WOOD DECK 4 RAILING ON WEST (FRONT) SIDE
4_ REMOVE/REPLACE (2) 24 SW WINDOW ON WEST SIDE (FRONT)
LEGEND
EXISTING WALL TO REMAIN
EXISTING TO BE REMOVED
2X4 WD STUDS 0 16 " OC W/ 5/8" CDX
PLYWD SHTG W/ 8d NAILS to 411 OC
W/ FELT W/LAP SIDING (MATCH EXIST)
GENERAL. NOTES:
IDO NOT SCALE DRAWNGS, USE FIGURED DIMENSIONS ONLY. CONTRACTOR SHALL..
VERIFY ALL DIMENSIONS AND CONDITIONS, IN THE EVENT OF CONFLICT,-NOTIFY
ARCHITECT IN WRITNG BEFORE PROCEEDING WITH THE WORK r m w
2JGONTRAGTOR SHALL COORDINATE WITH OWNER AND VARIOUS TRADES SO THAT _ r
PROPER OPENINGS AND CHASES SHALL BE PROVIDED.
3-ALL VEGETATION AND ORGANIC MATTER SHALL BE REMOVED PRIOR TO PLACING
FILL. FOUNDATION SHALL BEAR ON CLEAR FILL COMPACTED N LAYERS OF NOT
MORE THAN 12" IN DEPTH AND S5% DENSITY AS PER ASTM PROCTOR
TEST OR MODIFIED PROCTOR TEST.
4.CONCRETE SHALL HAVE A SLUMP OF 5 " MAX. AND A MIN COMPRESSIVE STRENGTH'
IN 28 DAYS AS FOLLOWS:
FOUNDATIONS AND SLABS ON GRADE 2500 PSI
COLUMNS AND BEAMS 3000 PSI
CONCRETE COVER FOR ALL POURED IN PLACE CONCRETE SHALL BE AS FOLLOWS:
FOUNDATIONS 3 1NC 4ES
COLUIN3 t BEAMS 1 -1/2 INCHES
SLABS ON FILL UXUM AT CENTER OF SLAB
5.REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615
SPECIFICATIONS FOR NEW DEFORMED BILLET STEEL AND GRADE 60 SPEC WITH
A MIN YIELD STRENGTH OF 60,000 PSI. IT SHALL BE DETAILED, FABRICATED
AND PLACED AS RECOMMENDED BY ACJ.
61tELDED WIRE FABRIC SHALL CONFORM TO ASTM A -105, DOUBLE
WWF 36" EACH SIDE OF BEARING WALL AND 30" PLUS WIDTH OF FOOTER
AROUND PERIMETER OF MONOLITHIC FOOTING
I.CONCRETE MASONRY UNITS SHALL BE LOAD BEARNCs TYPE CONFOR" (NG TO ASTM
C -90. MORTAR SHALL CONFORM TO ASTM 0270, TYPE M.
BALL STRUCTURAL LUMBER SHALL HAVE MIN, BENDING STRESS RATING Pb 1200
PSI MIN UNLESS OTHERWISE SPECIFIED.
SALL ROOF JOISTS, TRUSSES, OUTLOOKERS, BEAMS, AND GIRDERS SHALL BE
SECURED WITH APPROVED METAL TIES, CLIPS, AND ANCHORS TO TIE BEAM OF
BEARING PARTITIONS. LATERAL AND DIAGONAL BRACING TO COMPLY
WITH THE TRUSS PLATE INSTITUTE.
10ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
flPROVIDE SIGNED t SEALED TRUSS SHOP DRAWINGS AND CALCULATIONS FOR
ARCHITECT'S APPROVAL. (AFTER CONTRACTOR HAS REVIEWED AND SIGNED)
12JJSE GALVANIZED NAILS 4 STAINLESS STEEL SCREWS FOR EXTERIOR WOOD WORK
13ALL STUCCO SCRATCH COATS SHALL BE ALLOWED 24 14RS. DRYING PERIOD.
(USE BLUE BONDING AGENT OVER CONCRETE BEAMS AND COLUMNS)
WSUBSTITUTIONS OF SPECIFIED PRODUCTS AND /OR MATERIALS BY WRITTEN REQUEST
TO AND SUBJECT TO APPROVAL BY OWNER/ARCHITECT.
(ALL PRODUCTS AND MATERIALS TO HAVE PRODUCT CONTROL APPROVAL)
15.ALL WORK SHALL BE IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE 4
LOCAL ORDINANCES.
16.U5E GALVANIZED FASTNERS FOR EXTERIOR WOOD WOW.-
SITE PLAN vv ,M 0% vMM ovv
R-wisions 1
�'1i M1
I
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Llc. # AR0008374
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