12-120-0022X8 WD FASCIA 4
1X2 PT NAILER 4
MTL GALV DRIP
12
3 MATCH
EXIST
CONC BE
1/21" PLYWD. UI NAILS
1
-9 all OC III X16"
SCRN VENTS 6 48 "OC 2-011
1
(MATCH EXI T) OH 1
(MATCH EX)
STUCCO FINISH
5X&X16 GONG BLK
LADDER TYPE No 8 BILK REINF
EVERY 2nd COURSE 4" INTO TC
0
EXIST FIN. GRADE
4" CONC. SLAB W/
N IS WN NN
A - 1 O Va EEO
95% COMPACT SAND FILL
TERMITE POISON TREATED
ap
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■
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6" STEP -
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1/2" GYP_ BOARD CLG. ON
2X8 WD JST im 16110C
1X2PT FIRESTOP CONT
INSTALL MTL STRAP 61 EA JST
(SEE ROOF PLAN)
8 "X12" CONC BM W/465 BARS CONT 4
403 TIES m 12" OC CORNERS 4
48" OC BALANCE
1/2" GYP BOARD ON 1X2 PT
FURRING 0 24 "OC W/
R =4.1 INSULATION
3 -1/2" WOOD BASE
NEW FLOOR FINISH
4" GONG. SLAB W/
6X6 10/10 WWM ON
ON VISQUEEN ON
55% COMPACT SAND FILL
TERMITE POISON TREATED
11 PROVIDE 205 BARS X 5'L
1 CORNER BARS BENT 30" E.W.
1
11
1
WF16 = 16X12 CONC FTG W/ 205
BARS CONT ON RRG SOIL
WALL SECTION 3/4 9V =1'- 01V
SO 1 L STATEMENT
SAND AND ROCK SOIL CONDITIONS WERE
FOUND AT SITE WITH A BEARING CAPACITY
OF 2000 PSF. FOUNDATIONS HAVE BEEN
DESIGNED TO BEAR ON THIS CONDITION.
SHOULD CONTRACTOR UNCOVER CONDITIONS
FOREIGN TO THIS STATEMENT, HE SHALL
NOTIFY ARCHITECT AT ONCE, PRIOR TO
PROCEEDING WITH FURTHER WORK.
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PLAN 1/4" =1'- oil
INSTALL (2)6IMPSON H6 W/ 8 -8d NAILS
-TO POST 4 8 -8d NAILS TO WD BM
AC DUCT
2X4 WD FRAMINGING 16" OC
4X4 WD PT WD POST
5/8' GYP. BOARD ON EA SIDE
INSTALL SIMPSON LTT205
W /10 -10d NAILS TO POST 4
5/8110 X 5 "L EXP BOLT TO CONC SLAB
ONC SLAB
4C FOOTING
ALL SECTION 3/4" = 1'- 0VV
PROVIDE A CERTIFICATE OF COMPLIANCE TO BUILDING
DEPARTMENT BY LICENSED PEST CO THAT CONTAINS THE
FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A
COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND
LAWS ESTABLISHED BY FL DEPT OF AGRICULTURE 4 CONSUMER SERVICE
LEGEND
PC = 1 05 BAR VERT MAX 48110C
IN CONC FILLED
CONC BLOCK
TC = 8 X 12 CONC COLUMN W/
4 45 BAR VERT W/
03 TIES aa "OC
TC12 = 8X12 CONC COLUMN W/
4 05 BAR VERT W/
*3 TIES is 8" OC
WF16 = 16X12 CONC FTG W/ 205
BARS CONT ON BRCS SOIL
EX WF16 = 16X10 CONc FTG W/ 205
BARS CONT ON BRCS SOIL
TE 5X8 THICKEN SLAB EDGE W/
105 BAR CONT
LIGHT
FIXTURE
MIRROR
�\ \ COUNTER 4
SPLASH
LAV LAV
5a 13 52 EH 13 E2 I
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CABINET
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6X6 10/10 WWII ON
ON VISQUEEN ON
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SO 1 L STATEMENT
SAND AND ROCK SOIL CONDITIONS WERE
FOUND AT SITE WITH A BEARING CAPACITY
OF 2000 PSF. FOUNDATIONS HAVE BEEN
DESIGNED TO BEAR ON THIS CONDITION.
SHOULD CONTRACTOR UNCOVER CONDITIONS
FOREIGN TO THIS STATEMENT, HE SHALL
NOTIFY ARCHITECT AT ONCE, PRIOR TO
PROCEEDING WITH FURTHER WORK.
lqi
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pIllill 11111 11111 1
i
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PLAN 1/4" =1'- oil
INSTALL (2)6IMPSON H6 W/ 8 -8d NAILS
-TO POST 4 8 -8d NAILS TO WD BM
AC DUCT
2X4 WD FRAMINGING 16" OC
4X4 WD PT WD POST
5/8' GYP. BOARD ON EA SIDE
INSTALL SIMPSON LTT205
W /10 -10d NAILS TO POST 4
5/8110 X 5 "L EXP BOLT TO CONC SLAB
ONC SLAB
4C FOOTING
ALL SECTION 3/4" = 1'- 0VV
PROVIDE A CERTIFICATE OF COMPLIANCE TO BUILDING
DEPARTMENT BY LICENSED PEST CO THAT CONTAINS THE
FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A
COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND
LAWS ESTABLISHED BY FL DEPT OF AGRICULTURE 4 CONSUMER SERVICE
LEGEND
PC = 1 05 BAR VERT MAX 48110C
IN CONC FILLED
CONC BLOCK
TC = 8 X 12 CONC COLUMN W/
4 45 BAR VERT W/
03 TIES aa "OC
TC12 = 8X12 CONC COLUMN W/
4 05 BAR VERT W/
*3 TIES is 8" OC
WF16 = 16X12 CONC FTG W/ 205
BARS CONT ON BRCS SOIL
EX WF16 = 16X10 CONc FTG W/ 205
BARS CONT ON BRCS SOIL
TE 5X8 THICKEN SLAB EDGE W/
105 BAR CONT
CER •..__
CURB
2 BASE 4 FLR
/V I- 01V
REMOVE DOOR 4 BLK IN
FIN TO MATCH EXIST
PC
EXISTING WOOD DICK di3 FG
LIGHT
FIXTURE
MIRROR
�\ \ COUNTER 4
SPLASH
LAV LAV
5a 13 52 EH 13 E2 I
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/V I- 01V
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FIN TO MATCH EXIST
PC
EXISTING WOOD DICK di3 FG
-1
!X 15T
cr
. VING
R'IOVE DOOR, WINDOW 4
C+IC BLK WALL
-` TC
TG "
TC !! _ TG FC
{; REMOVE GONG BLK 4
NEW INSTALL 346H
e FOYER
TIC TIC EXIST LIVING ,4fREA
` FG 2- 6 "x " X1- 3/41Pc - EXI5T UTILITY R I
�f9_/ i1 SG MTL �- DR 21_6" 3' -1" t' EXIST FOfRGi I
NEW f!
EXIST
mss' GONG SLAB
FLOOR PLAN 1/4" = 1'- OV9
NEW LIVING AREA 143 SF
EXISTING
5EDROOM
EXIST 24 SH
T
GENERAL NOTES: _ ^_
1.DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS ONLY. CONTRACT-OP SHALL -
VERIFY ALL DIMENSIONS AND CONDITIONS, IN THE EVENT OF CONFLICT; �!!?"i''FY A -
ARC441TECT IN WRITING BEFORE PROCEEDING WITH THE WORK - -
2ZONTRACTOR 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 PLACMG
FILL. FOUNDATION SHALL BEAR ON CLEAR FILL COMPACTED IN LAYERS OF NOT
MORE THAN 12" IN DEPTH AND 95go 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 INCHES
COLUMNS 4 BEAMS 1 -1/2 INCHES
SLABS ON FILL WWM AT CENTER OF SLAB
S.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 60AP00 PSI. IT SHALL BE DETAILED, FABRICATED
AND PLACED AS RECOMMENDED BY A.G.I.
6.WELDED 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.
(.CONCRETE MASONRY UNITS SHALL BE LOAD BEARING TYPE CONFORMING TO ASTM
C -90. MORTAR SHALL CONFORM TO ASTM 02-10, TYPE M.
8ALL STRUCTURAL LUMBER SHALL HAVE MIN. BENDING STRESS RATING fb 1200
PSI MIN UNLESS OTHERWISE SPECIFIED.
9ALL 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.
10-ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
1W.PROVIDE SIGNED 4 SEALED TRUSS SHOP DRAWINGS AND CALCULATIONS FOR
ARCHITECT'S APPROVAL. (.AFTER CONTRACTOR HAS REVIEWED AND SIGNED)
12JUSE GALVANIZED NAILS ONLY FOR EXTERIOR WOOD WORK
13ALL STUCCO SCRATCH COATS SHALL BE ALLOWED 24 HRS. DRYING PERIOD.
(USE BLUE BONDING AGENT OVER CONCRETE BEAMS AND COLUMNS)
14LUBSTITUTIONS OF SPECIFIED PRODUCTS AND /OR MATERIALS BY WRITTEN REQUEST
TO AND SUBJECT TO APPROVAL BY OWNER/ARCHITECT
'—' TC (ALL PRODUCTS AND MATERIALS TO HAVE PRODUCT CONTROL APPROVAL)
r 15ALL WORK SHALL BE IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE 4
■ iv LOCAL ORDINANCES.
FG ■
cla
REMOVE EXIST WDO
It BLOCK IN - FN TO
r MATCH EXIST
PC ■ _
cr
EX
■
Ac
Fc
REMOVE EXIST WDO
"`,_ BLOCK IN - FIN TO
MATCH EXIST
14.00'
' 0
P/
OH ELECT SERVICE �" 0
(VERIFY LOCATION)
r
,f
PC Q EXISTING
- 61 WOOD DEG
m I I 19' -1' fil
FA
9ro 1 SF
4-1 5F
1� 5 SF
LEGEND
EXISTING PARTITION TO REMAIN
EXISTING MASONRY WALL TO REMAIN
2X4 WD STUDS g 16" OC
W/518" GYP. BOARD ON EA SIDE
BEARING PARTITION (SEE DETAIL)
2X4 WD STUDS 'm 24" OC
W/1/2" GYP. BOARD ON Ea SIDE
Revisions
MO. qa+s^ Description
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-` TC
TG "
TC !! _ TG FC
{; REMOVE GONG BLK 4
NEW INSTALL 346H
e FOYER
TIC TIC EXIST LIVING ,4fREA
` FG 2- 6 "x " X1- 3/41Pc - EXI5T UTILITY R I
�f9_/ i1 SG MTL �- DR 21_6" 3' -1" t' EXIST FOfRGi I
NEW f!
EXIST
mss' GONG SLAB
FLOOR PLAN 1/4" = 1'- OV9
NEW LIVING AREA 143 SF
EXISTING
5EDROOM
EXIST 24 SH
T
GENERAL NOTES: _ ^_
1.DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS ONLY. CONTRACT-OP SHALL -
VERIFY ALL DIMENSIONS AND CONDITIONS, IN THE EVENT OF CONFLICT; �!!?"i''FY A -
ARC441TECT IN WRITING BEFORE PROCEEDING WITH THE WORK - -
2ZONTRACTOR 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 PLACMG
FILL. FOUNDATION SHALL BEAR ON CLEAR FILL COMPACTED IN LAYERS OF NOT
MORE THAN 12" IN DEPTH AND 95go 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 INCHES
COLUMNS 4 BEAMS 1 -1/2 INCHES
SLABS ON FILL WWM AT CENTER OF SLAB
S.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 60AP00 PSI. IT SHALL BE DETAILED, FABRICATED
AND PLACED AS RECOMMENDED BY A.G.I.
6.WELDED 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.
(.CONCRETE MASONRY UNITS SHALL BE LOAD BEARING TYPE CONFORMING TO ASTM
C -90. MORTAR SHALL CONFORM TO ASTM 02-10, TYPE M.
8ALL STRUCTURAL LUMBER SHALL HAVE MIN. BENDING STRESS RATING fb 1200
PSI MIN UNLESS OTHERWISE SPECIFIED.
9ALL 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.
10-ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
1W.PROVIDE SIGNED 4 SEALED TRUSS SHOP DRAWINGS AND CALCULATIONS FOR
ARCHITECT'S APPROVAL. (.AFTER CONTRACTOR HAS REVIEWED AND SIGNED)
12JUSE GALVANIZED NAILS ONLY FOR EXTERIOR WOOD WORK
13ALL STUCCO SCRATCH COATS SHALL BE ALLOWED 24 HRS. DRYING PERIOD.
(USE BLUE BONDING AGENT OVER CONCRETE BEAMS AND COLUMNS)
14LUBSTITUTIONS OF SPECIFIED PRODUCTS AND /OR MATERIALS BY WRITTEN REQUEST
TO AND SUBJECT TO APPROVAL BY OWNER/ARCHITECT
'—' TC (ALL PRODUCTS AND MATERIALS TO HAVE PRODUCT CONTROL APPROVAL)
r 15ALL WORK SHALL BE IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE 4
■ iv LOCAL ORDINANCES.
FG ■
cla
REMOVE EXIST WDO
It BLOCK IN - FN TO
r MATCH EXIST
PC ■ _
cr
EX
■
Ac
Fc
REMOVE EXIST WDO
"`,_ BLOCK IN - FIN TO
MATCH EXIST
14.00'
' 0
P/
OH ELECT SERVICE �" 0
(VERIFY LOCATION)
r
,f
PC Q EXISTING
- 61 WOOD DEG
m I I 19' -1' fil
FA
9ro 1 SF
4-1 5F
1� 5 SF
LEGEND
EXISTING PARTITION TO REMAIN
EXISTING MASONRY WALL TO REMAIN
2X4 WD STUDS g 16" OC
W/518" GYP. BOARD ON EA SIDE
BEARING PARTITION (SEE DETAIL)
2X4 WD STUDS 'm 24" OC
W/1/2" GYP. BOARD ON Ea SIDE
Revisions
MO. qa+s^ Description
Lic. # AR0008374
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LOT 11, BLOCK 12, COCOPLUM TERRACE ADDITION PART 4
PB 56, PG 82, MIAMI -DADE COUNTY, FLORIDA
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PB 56, PG 82, MIAMI -DADE COUNTY, FLORIDA
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