12-903-001�2A
08 5,6 X 4" L WOC
SCREW (TYP)
(2X6 PT WD RAIL
3' -6 " HT WD RAIL
2x2 PT WD BALU:
MAX 5" OC
05 6.8 X 4" L WOC
SCREW (TYP)
w
I'MVI Room, IV VV
WOOD RAIL DETAIL lml/z- 11111111 11111 0
(2XE7 PT WD RAIL
12" 4, X 24" D CONC FTG-
W 14X4 PT WD POST (TYP)
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lAg[ 1 ill'i lll
EXIST LAP SIDING ON WD SHTG
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SIMPSON HTU26, MTL JST HANGER —�
W/20 -16d HDR 4 11 -10d JST
(2) 2X8 PT WO LEDGER W/
5/8 "0 X 1" L EXP 5OLTS -
6 32" OC STAGGERED
FIN FLR EL +2 " -4" ABOVE GR
EXIST CONC CAP
EXIST CONC BLK WALL
EXIST CONC FOOTING
BFRONT ELEVATION 1/4" =1'- "
0
EXI;
REMOVE EXISTING STAI
EXISTING
REMOVE EXISTING ST
FENCE
DECK FRAMING PLAN.
P,
2X4 WD STUDS 0 lb" OC W/ 5/8" COX
PLYWO SHTG W/ 86 NAILS G 4" OC
W/ FELT W/LAP SIDING (MATCH EXIST)
REMOVE EXIST DOOR 4
FRAME IN (MATCH EXIST)
EXISTING
LIVING f?OOI'''t
FIN FLR EL +2' -4" ABOVE GR
NEW 36 "X80 "X1 -314"
MTL CLAD IMPACT DOOR
7 STEP
^� w NEW SW1
i Fr=4 uffm Ili
REMOVE EXISTING PLANTER
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• FAj
I Ill � 1111111111I ' im
EWE:
EXISTING
LIVING fROO I
I No 144111F 111111F IN W 111111F AV W IN No MMIF No I111 III 111111111M all MR No No
SCOPE OF 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 t 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 1(a" OC W/ 5/8" CDX
PLYWD SHTG W/ 8d NAILS a 4" OC
W/ FELT W /LAP SIDING (MATCH EXIST)
GENEfRAL NOTES: - _ _ -----
. .
03 NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS 014 - '- CONTRACTOR GWAL,
VERIFY ALL DIMENSIONS AND CONDITIONS, N THE EVEW OF:CONFL-T, NOT'. -.T _
ARCHITECT N WRITING BEFORE PROCEEDING WITH THE t,i,<
2.GONTRACTOR 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 PLACING
FILL FOUNDATION SHALL BEAR ON CLEAR FILL COMPACTED N LAYERS OF NOT
MORE THAN 12” IN DEPTH AND cZ% 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 N PLACE CONCRETE SHALL BE AS FOLLOWS.
FOUNDATIONS 31NCHES
COLUMNS t BEAMS 1 -1/2 INCHES
SLABS ON FILL WWM AT CENTER OF SLAB
5.RER -ORCM STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM AbIb
SPECIFICATIONS FOR NEW DEFORMED BILLET STEEL AND GRADE 60 SPEC WITH
A MN. YIELD STRENGTH OF 6000 PSI. IT SHALL BE DETAILED, FABRICATED
AND PLACED AS RECOMMENDED BY AC I.
611ELDED WIRE FABRIC SHALT. CONFORM TO ASTM A -105, DOUBLE
ULF 36" EACH SIDE OF BEARING WALL AND 30" PLUS WIDTH OF FOOTER
AROUND PERIMETER OF MONOLITHIC FOOTING.
iONNCRETE MASONRY UNITS SHALL BE LOAD BEARNG TYPE CONFORMING TO ASTM
C -90. MORTAR SHALL CONFORM TO ASTM C210, TYPE M.
BALL STRUCTURAL LUMBER SHALL HAVE MIN. BENDING STRESS RATING m 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
BEARING: PARTITIONS. LATERAL AND DIAGONAL. BRACING TO COMPLY
WITH THE TRUSS PLATE INSTITUTE.
10ALL WOOD N CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
ILPROVIDE SIGNED 4 SEALED TRUSS SHOP DRAWINGS AND CALCULATIONS FOR
ARCHITECT'S APPROVAL. (AFTER CONTRACTOR HAS REVIEWED AND SIGNED)
1211SE GALVANIZED NAILS 4 STAINLESS STEEL SCREWS FOR EXTERIOR WOOD WORK.
13ALL STUCCO SCRATCH COATS SHALL BE ALLOWED 24 HRS. DRYING PERIOD.
(USE BLUE BONDING AGENT OVER CONCRETE BEAMS AND COLUMNS)
14SUBSTITUTIONS OF SPECIFIED PRODUCTS AND /OR MATERIALS BY WRITTEN REQUEST
TO AND SUBJECT TO APPROVAL BY OUNER/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.USE GALVANIZED FASTNERS FOR EXTERIOR WOOD WORK
I�
Revisions
=I �!.
wl 3'RT7■
i f i
MICHAEL HURTAK ARCHITECT (c) 2000
Li. # AR0008374
I LINE OF WOOD DECK ABOVE
„
I I I
j
r
REMOVE EXISTING PLANTER
0
1 12 4, X 24 D GONG FTG
W /4X4 PT WD POST (TYP)
` f,
EXISTING WC
00 FENCE
1
,
I No 144111F 111111F IN W 111111F AV W IN No MMIF No I111 III 111111111M all MR No No
SCOPE OF 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 t 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 1(a" OC W/ 5/8" CDX
PLYWD SHTG W/ 8d NAILS a 4" OC
W/ FELT W /LAP SIDING (MATCH EXIST)
GENEfRAL NOTES: - _ _ -----
. .
03 NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS 014 - '- CONTRACTOR GWAL,
VERIFY ALL DIMENSIONS AND CONDITIONS, N THE EVEW OF:CONFL-T, NOT'. -.T _
ARCHITECT N WRITING BEFORE PROCEEDING WITH THE t,i,<
2.GONTRACTOR 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 PLACING
FILL FOUNDATION SHALL BEAR ON CLEAR FILL COMPACTED N LAYERS OF NOT
MORE THAN 12” IN DEPTH AND cZ% 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 N PLACE CONCRETE SHALL BE AS FOLLOWS.
FOUNDATIONS 31NCHES
COLUMNS t BEAMS 1 -1/2 INCHES
SLABS ON FILL WWM AT CENTER OF SLAB
5.RER -ORCM STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM AbIb
SPECIFICATIONS FOR NEW DEFORMED BILLET STEEL AND GRADE 60 SPEC WITH
A MN. YIELD STRENGTH OF 6000 PSI. IT SHALL BE DETAILED, FABRICATED
AND PLACED AS RECOMMENDED BY AC I.
611ELDED WIRE FABRIC SHALT. CONFORM TO ASTM A -105, DOUBLE
ULF 36" EACH SIDE OF BEARING WALL AND 30" PLUS WIDTH OF FOOTER
AROUND PERIMETER OF MONOLITHIC FOOTING.
iONNCRETE MASONRY UNITS SHALL BE LOAD BEARNG TYPE CONFORMING TO ASTM
C -90. MORTAR SHALL CONFORM TO ASTM C210, TYPE M.
BALL STRUCTURAL LUMBER SHALL HAVE MIN. BENDING STRESS RATING m 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
BEARING: PARTITIONS. LATERAL AND DIAGONAL. BRACING TO COMPLY
WITH THE TRUSS PLATE INSTITUTE.
10ALL WOOD N CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
ILPROVIDE SIGNED 4 SEALED TRUSS SHOP DRAWINGS AND CALCULATIONS FOR
ARCHITECT'S APPROVAL. (AFTER CONTRACTOR HAS REVIEWED AND SIGNED)
1211SE GALVANIZED NAILS 4 STAINLESS STEEL SCREWS FOR EXTERIOR WOOD WORK.
13ALL STUCCO SCRATCH COATS SHALL BE ALLOWED 24 HRS. DRYING PERIOD.
(USE BLUE BONDING AGENT OVER CONCRETE BEAMS AND COLUMNS)
14SUBSTITUTIONS OF SPECIFIED PRODUCTS AND /OR MATERIALS BY WRITTEN REQUEST
TO AND SUBJECT TO APPROVAL BY OUNER/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.USE GALVANIZED FASTNERS FOR EXTERIOR WOOD WORK
I�
Revisions
=I �!.
wl 3'RT7■
i f i
MICHAEL HURTAK ARCHITECT (c) 2000
Li. # AR0008374