12-902-002I X11
08 SS X 4" L WOC
SCREW (TYP)
(2X6 PT WO RAIL
3' -6" HT WO RAIL
2X2 PT WD BALUIv
MAX 5" OC
08 5Z X 4" L WOC
SCREW (TYP)
(2X6 PT WD RAIL
••r r a�
r -
..�
12" 0 X 24" D CONC FTG-
W /4X4 PT WD POST (TYP)
0
EXIST LAP SIDING ON WD SHTG
2X6 PT WD DECKING
NAIL SPACED (TYP)
2X8 PT WD JST
16" OC (MAX)
SIMPSON HTU26 MTL JST H
Wno -l6d HDR E II -Iod Jsi
(2) 2X8 PT WD L
5/8 "0 X I" L EXI
a 32" OC STAG(
?R
FIN FLR EL +2' -411 ABOVE GR
T CONC CAP
T CONC BLK WALL
EXIST CONC FOOTING
FRONT ELEVATION 1/4 91 "
= 1'- 0
EXISTING WOOD FENCE
REMOVE EXISTING STAIRS
EXISTING WJOD FENCE
REMOVE EXISTING ST
EXISTING
EXISTING
LIVING ROOT" i
FIN FLR EL +2' -4" ABOVE GR
(2) 2X8 PT WD LEDGER W/
5/6"0 X 7 L EXP BOLTS-
3211 OC STAGGERED
T
C�t�Y
(2) 2x8 PT WO BEAM li i' 'I
4X4 PT WD POST
BELOW (TYP) 1' -8"
(5) 2X12 PT WD
CUT STRINGERS 6' -8a6 TYP
Il'_lola
r�
• i
i
FENCE
2X4 WD STUDS s 16" OC W/ 5/8" CDX
PLYWO SHTG W/ 86I NAILS 0 4" OC
W/ FELT W/LAP SIDING (MATCH EXIST)
REMOVE EXIST DOOR t
FRAME IN (MATCH EXIST)
EXISTING
LIVING ROOT" I
FIN FLR EL +2' -4" ABOVE GR
NEW 36 "X80 "XI -31411
MTL CLAD IMPACT DOOR
I" STEP
w NEW SW`
REMOVE EXISTING PLANTER
' -6" HT WD RAILING
3' -6" HT WD RAILING
4X4 PT WD POST
BELOW (TYP)
(3)" STEPS HT WD RAILING
EA SIDE OF STEPS
I 1 `-144/ al
EXISTING
LIVING ROOM
I '
LINE OF WOOD DECK ABOVE
® I 12" 0 X 24" D CONC FTG
7 W /4X4 PT WD POST
51 -1161
;a 7, , 3 LW —4 A"IL
5' -9aa
1,' -loll
GENERAL NOTES. -
I.DO NOT SCALE DRAWINGS, USE FIGURED DIMEN,SION>! ONLY. C WiW4CTM HALL n
VERIFY ALL DIMENSIONS AND CONDITIONS, M THE Euk- Wi'-OF CONFLICT, t4OTIFY- q
ARCHITECT N WRfTMG BEFORE PROCEEDMG WITH Ti-I>_44AWL.
Z ONTRACtOR SHALL COORDINATE WITH OWNER AND VARIOUS TRADES SO THAT
PROPER OPENINGS AND CHASES SHALL BE PROVIDED.
3ALL VEGETATION AND ORGANIC MATTER SHALL BE REMOVED PRIOR TO PLACNCs
FILL. FOUNDATION SHALL BEAR ON CLEAR FILL COMPACTED IN 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
M 28 DAPS AS FOLLOWS
FOUNDATIONS AND SLABS ON GRADE 2500 PSI
COLD I -INS AND BEAMS 3000 PSI
CONCRETE COVER FOR ALL POURED M PLACE CONCRETE SHALL BE AS FOLLOWS-.
FOUNDATIONS 31NCHES
COLUMNS t BEAMS 1 -1/2 INCHES
SLABS ON FILL Waltz AT CENTER OF SLAB
5REINFORCING STEEL SHALL CONFORM TO THE REOIIREMENTS OF ASTM A615
SPECIFICATIONS FOR NEW DEFORMED BILLET STEEL AND GRADE 60 SPEC WITH
A MIN. YIELD STRENGTH OF 60,000 Mi. IT SHALL BE DETAILED, FABRICATED
AND PLACED AS RECOMMENDED BY Af L
6.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -105, DOUBLE
W11F 36" EACH SIDE OF BEARING WALL AND 30" PLUS WIDTH OF FOOTER
AROUND PERIMETER OF MONOLITHIC FOOTING.
1ZONCRETE MASONRY UNITS SHALL BE LOAD BEARING TYPE CONFORMING TO ASTM
C -80, MORTAR SHALL CONFORM TO ASTM C210, TYPE M.
BALL STRUCTURAL LUMBER SHALL HAVE MIN. BENDING STRESS RATING fb 1200
PSI MN 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
BEARMCs PARTITIONS. LATERAL AND DIAGONAL. BRACING TO COMPLY
WITH THE TRUSS PLATE INSTITUTE.
(CALL WOOD N CONTACT WITH CONCRETE SHALL BE F ESSURE TREATED.
11PROVIDE SIGNED t SEALED TRUSS SHOP DRAWINGS AND CALCULATIONS FOR
ARCHITECT'S APPROVAL. (AFTER CONTRACTOR HAS REVIEWED AND SIGNED)
MUSE GALVANIZED NAILS t STAINLESS STEEL SCREWS FOR EXTERIOR WOOD WORK.
13ALL STUCCO SCRATCH COATS SHALL BE ALLOWED 24 FIRS. DRYING PERIOD.
(USE BLUE BONDING AGENT OVER CONCRETE BEAMS AND COLUMNS)
14.6115STITUTIONS OF SPECIFIED PRODUCTS AND /OR MATERIALS BY WRITTEN RECIEST
TO AND SUBJECT TO APPROVAL BY OWNER/ARCHITECT.
(ALL PRODUCTS AND MATERIALS TO HAVE PRODUCT CONTROL APPROVAL)
15ALL WORK SHALL BE IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE
LOCAL ORDINANCES.
16.13E GALVANIZED FASTNERS FOR EXTERIOR WOOD WORK
--REMOVE EXISTING PLANTER
SCOPE OF WORK:
1. REMOVE DOOR 4 STEPS ON NORTH SIDE t FRAME IN OPENING.
2. INSTALL NEW DOOR AS INDICATED ON WEST (FRONT) SIDE.
3. NEW WOOD DECK t RAILING ON WEST (FRONT) SIDE
4. REMOVE/R.£PLACE (2) 24 SH WINDOW ON WEST SIDE (FRONT)
LEGEND
EXISTING WALL TO REMAIN
EXIStING to BE REMOVED
2X4 WD STUDS � 16" OG W/ 5/8" CDX
� PLYWD SHTG W/ 8d NAILS a 4" OC
W/ FELT W /LAP SIDING (MATCH EXIST)
i
Mlia # r
MICKAEL HURTAK ARCHITECT (c) 2000
Lic. # AR0008374