12-903-00208 5.5 X 4" L WOC
SCREW (TYP)
05 5.5 X 4" L WOC
SCREW (TYP)
w
(2X6 PT WD RAIL
.4
in
V -6" HT WD RAILING
2X2 PT WD 5ALUS7 RS
MAX 5" OC
REMOVE EXISTING STA
2X8 PT WD JST
* 16 "" Cc (MAX)
SIMPSON HTU26 MTL JST Ho
W120 -16d HDR # 11 -10d JST
(2) 2X8 PT WD L£
5/8 "4, X 7 L EXF
6 32" OC STAGGI
FIN FLR EL +2' -4" ABOVE GR
SECTION AT DECK 11 � 1 Im V,
R1
RAILING
4X4 PT WD POST
BELOW
FRONT ELEVATION
EXIST CONC CAP
EXIST CONC BLK. WALL
EXIST CONC FOOTING
REMOVE EXISTING PLANTER
1/49V = 1'- o1v
EXI;
REMOVE EXISTING STAI
EXISTING WOOD FENCE
DECK-FRAMING PLAN 1/41V = 1 im ovv
2X4 WD STUDS 0 16" OC W/ 5/8" COX
PLYWD SHTG W/ 86 NAILS a 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 -3141"
MTL CLAD IMPACT DOOR
I" STEP
-� NEW SW `\
\ `– 3' -6 "' HT WD RAILING
� 4X4 PT WD POST
BELOW (TYP)
(3) 1" STEPS —
3' -0"" III -10"
PARTIAL
FLOOR PLA�.7
REMOVE EXISTING STAIRS-
EXISTING WOOD FENCE
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EXI5TING
LIVING ROOM
LINE OF WOOD DECK ABOVE
12" 0" X 24" D GONG FTG
W /4X4 PT WD POST (T ;;
-"-- REMOVE EXISTING PLANTER
HT WD RAILING
A
i
V -10" HT WD RAILING
EA SIDE OF STEPS
I -*— REMOVE EXISTING PLANTER
GENERAL NOTES:
1.D0 NOT SCALE DRAWINCsS, USE FIGURED DD IEN51ONS ONLY. CONTRACTOR "ALL
VERIFY ALL DIMENSIONS AND CONDITIONS, M THE EVENT OF CONFLICT, NOTIFY
ARCHITECT IN U)MTNG BEFORE PROCEEDING WITH THE WORK
2.CONTRACTOR SHALL COORDINATE WITH OWNER AND VARIOUS TRADES SO THAT
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 IN LAYERS OF NOT
MORE THAN 12" IN DEPTH AND 95% DENSITY AS PER ASTM PROCTOR
TEST OR MODIFIED PROCTOR TEST.
4ZONCRETE 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 NC 4ES
COLUMNS 4 BEAMS 1 -1/2 INCHES
SLABS ON FILL WWM AT CENTER OF SLAB
5REINFORCNG STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615
SPECIFICATIONS FOR NEW DEFORMED BILLET STEEL AND GRADE 60 SPEC WITH
A MN. YIELD STRENGTH OF 60000 PSI. IT SHALL BE DETAILED, FABRICATED
AND PLACED AS RECOMMENDED BY AC.I.
&ZELDED WIRE FABRIC SHALL CONFORM TO ASTM A -105, DOUBLE
WWF 36" EACH SIDE OF BEARNG WALL AND 30" PLUS WIDTH OF FOOTER
AROUND PERIMETER OF MONOLITHIC FOOTING
li ONCRETE MASONRY UNITS SHALL BE LOAD BEARING TYPE CONFORMNG TO ASTM
C -90. MORTAR SHALL CONFORM TO ASTM C210, TYPE M.
$ALL STRUCTURAL. LUMBER SHALL HAVE MIN. BENDNG STRESS RATING fb 1200
PSI MIN UNLESS OTHERWISE SPECIFIED.
S ALL ROOF JOISTS, TRUSSES, OUTLOOKERS, BEAMS, AND GIRDERS SHALL BE
SECURED WITH APPROVED METAL TIES, CLIPS, AND ANCHORS TO TIE BEAM OF
BEARINCs PARTITIONS. LATERAL AND DIAGONAL. BRACING TO COMPLY
WITH THE TRUSS PLATE INSTITUTE.
10ALL WOOD N CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
tU'ROVIDE SIGNED ; SEALED TRUSS SHOP DRAdllINGS AND CALCULATIONS FOR
ARCHITECT'S APPROVAL, (AFTER CONTRACTOR HAS REVIEWED AND SIGNED)
I2JUSE GALVANIZED NAILS t STAINLESS STEEL SCREWS FOR EXTERIOR WOOD WORK.
13ALL STUCCO SCRATCH COATS SHALL BE ALLOWED 24 FIRS. DRYING PERIOD.
(USE BLUE BONONG AGENT OVER CONCRETE BEAMS AND COLUMNS)
14SUBSTITUTIONS 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 �
LOCAL ORDINANCES.
16.USE GALVANIZED FASTNERS FOR EXTERIOR WOOD WORK.
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SCOPE OF WORK:
1. REMOVE DOOR 4 STEPS ON NORTH SIDE # 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/REPLACE (2) 24 SW WINDOW ON WEST SIDE (FRONT)
I Lic. # AR0008374
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I Lic. # AR0008374