10-558-00812
±3 TO MATCH EXIST.
a�
GARAGE
MIAMI -DADE COUNTY PRODUCT APPROVED
METAL STANDING SEAM ROOF
\
\ M
I
n
D-
/.
/ d" CMU WALL W/ 3/4"
/ STUCCO • EXTER'OR TO
/ MATCH EXISTING
/ TOP OF CONC. Sla
/ EL m o' -a"
,;..':..::. •v .. ,.. •'.;;'.:'.:..;. . ' . ..' ..:......:•:;.:..:'.;...,.... r.:..;..:..... ,.,.,.Y :.....,_:.. •. V:::'_ ?`: III —I I 1=71 I--
/ % / / / / // //
//�i /�i / /I X, /�i /�i /,i �i/ ix x
\ //\ //i i \
11 =11i-
I-
III - III -IIII I I�
CONCRETE SLAB
(REFER TO STRUCTURAL DWGS)
VAPOR BARRIER
SECTION "A" I
COMPACTED SOIL SCALE: 1/2"
MIAMI -DADE COUNTY PRODUCT APPROVED
METAL STANDING SEAM ROOF
• mm�1ma'Fim, IF
T., `�1 /��.��:I ���.� I���I+'"rR �r� r � r
n
I � , EQ.
1'x3" P.T. FURRING If 32" O.C. W%
5/8" GYP. BOARD & 1 COAT
PLASTER FINISH TO MATCH EXISTIN
PRE- MANUFACTURED �OOD TRUSSES
(REFER TO STRUCTURAL DRAWINGS)
R =30 BATT INSULATION
TOP OF COI, TIE -BEAT[
FL. ±8' -0 ") MATCH EXIST.
2' -0" P.T. WOOD &CIA AND METAL
O.H. DRIP TO MAH EXISTING
\ CONTINUOUSCREEN VENT
TO MATCH 6T.
\ CONCRETE 1-BEAM
\ (REFER TO RUCTURAL DWGS)
\ o
VANITY \ \ MASTER BEDROOM a
8" CMU WAIW 34"
/ STUCCO • TERIOR TO
� °o
MATCH EXIS'G
/ S WOOD BASE
/ 0 3 (TO BE SELECTED BY OWNER)
TOP OF FIIH 1f00D FLOOR
0' -0" ' MATCH EXIST.
4:
!�\ / �� \\\ ��\ \\� \\� \\� �\\ \\\ �\\ \\� \\\ �\\ \\\ �\\ \\\ \\� \\\ \\ �\ \\ \\ �\ �\ \\ \\ \\ I-
i // / / /i // /i /i /i /i /i /i /i /i X, /ii //i //i //i //i //i //i //i //i / /i //i //i //i
/ i / / / / /
I� 1 I
1 I� III 111 11 II
1= I,, � � - � _ I,, � � I � � I � _ -=1 =1 I __._ I I= 11= I =1 1= 1 =1 =-1 I�• �
-
_� CONCRETE SLAB I I�
(REFER TO STRUCTURAL DRAWINGS) I I I i —III I I I IT I I I I I -I I 1—
VAPOR BARRIER 1
SECTION 111311
i
COMPACTED SOIL SCALE: 1/2" = 1' -0"
PRE - MANUFACTURED WOOD
TRUSSES
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED
(REFER TO STRUCTURAL DRAWINGS)
TERMITICIDES OR OTHER APPROVED METHODS OF TERMITE
7
PROTECTION LABELED FOR USE AS A PREVENTIVE TREATMENT
TO NEW CONSTRUCTION (FBC 1816.1).
2•
SUBMIT PROPERLY IDENTIFIED MANUFACTURER'S
TOP OF CONC. TII -DEAL[
3.
IF SOIL IS USED FOR SUBTERRANEAN TERMITE PREVENTION:
A. THE INITIAL CHEMICAL SOIL TREATMENT INSIDE THE
OVER WOOD DECKING
EL +I!' -0" TO )UTCH EXIST,
EXCAVATION, BACKFILLING AND COMPACTION IS COMPLETED.
,Z, -0„
SOIL TREATMENT SHALL BE RETREATED WITH A
CHEMICAL SOIL TREATMENT, INCLUDING SPACES BOXED
_ _ _ _ _ _ _
OR FORMED.
O.H.
EXIST. CONVENTIONAL
T. WOOD FASCIA AND METAL
TRAPS, DRAINS, OR ANY OTHER PURPOSE SHALL BE
WOOD FRAMING
CREATED BY USING PLASTIC OR METAL PERMANENTLY
PLACED FORMS OF SUFFICIENT DEPTH TO ELIMINATE
SOFFIT BEYOND
ANY PLANNED SOIL DISTURBANCE AFTER INITIAL
DRIP TO MATCH EXISTING
CHEMICAL SOIL TREATMENT.
EXIST. CONC♦ TIE -BEAM
\
\
A MINIMUM G MIL VAPOR RETARDER TO PROTECT
DINING
AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS
FAMILY
ONTINUOUS SCREEN VENT
ROOM
REQUIRED. ANY WORK, INCLUDING PLACEMENT OF
\
REINFORCING STEEL, DONE AFTER CHEMICAL TREATMENT
UNTIL THE CONCRETE FLOOR IS POURED, SHALL BE
DONE IN SUCH A MANNER AS TO AVOID PENETRATING
0 MATCH EXIST.
OR DISTURBING TREATED SOIL.
\
ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE
REMOVED PRIOR TO EXTERIOR CHEMICAL SOIL
CONCRETE TIE -3E4M
THE CHEMICALS.
\
F. CHEMICAL SOIL TREATMENTS SHALL ALSO BE APPLIED
UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1
FOOT OF THE PRIMARY STRUCTURE SIDE WALLS. ALSO,
(REFER TO STRUCTURAL DWGS)
\
\ M
I
n
D-
/.
/ d" CMU WALL W/ 3/4"
/ STUCCO • EXTER'OR TO
/ MATCH EXISTING
/ TOP OF CONC. Sla
/ EL m o' -a"
,;..':..::. •v .. ,.. •'.;;'.:'.:..;. . ' . ..' ..:......:•:;.:..:'.;...,.... r.:..;..:..... ,.,.,.Y :.....,_:.. •. V:::'_ ?`: III —I I 1=71 I--
/ % / / / / // //
//�i /�i / /I X, /�i /�i /,i �i/ ix x
\ //\ //i i \
11 =11i-
I-
III - III -IIII I I�
CONCRETE SLAB
(REFER TO STRUCTURAL DWGS)
VAPOR BARRIER
SECTION "A" I
COMPACTED SOIL SCALE: 1/2"
MIAMI -DADE COUNTY PRODUCT APPROVED
METAL STANDING SEAM ROOF
• mm�1ma'Fim, IF
T., `�1 /��.��:I ���.� I���I+'"rR �r� r � r
n
I � , EQ.
1'x3" P.T. FURRING If 32" O.C. W%
5/8" GYP. BOARD & 1 COAT
PLASTER FINISH TO MATCH EXISTIN
PRE- MANUFACTURED �OOD TRUSSES
(REFER TO STRUCTURAL DRAWINGS)
R =30 BATT INSULATION
TOP OF COI, TIE -BEAT[
FL. ±8' -0 ") MATCH EXIST.
2' -0" P.T. WOOD &CIA AND METAL
O.H. DRIP TO MAH EXISTING
\ CONTINUOUSCREEN VENT
TO MATCH 6T.
\ CONCRETE 1-BEAM
\ (REFER TO RUCTURAL DWGS)
\ o
VANITY \ \ MASTER BEDROOM a
8" CMU WAIW 34"
/ STUCCO • TERIOR TO
� °o
MATCH EXIS'G
/ S WOOD BASE
/ 0 3 (TO BE SELECTED BY OWNER)
TOP OF FIIH 1f00D FLOOR
0' -0" ' MATCH EXIST.
4:
!�\ / �� \\\ ��\ \\� \\� \\� �\\ \\\ �\\ \\� \\\ �\\ \\\ �\\ \\\ \\� \\\ \\ �\ \\ \\ �\ �\ \\ \\ \\ I-
i // / / /i // /i /i /i /i /i /i /i /i X, /ii //i //i //i //i //i //i //i //i / /i //i //i //i
/ i / / / / /
I� 1 I
1 I� III 111 11 II
1= I,, � � - � _ I,, � � I � � I � _ -=1 =1 I __._ I I= 11= I =1 1= 1 =1 =-1 I�• �
-
_� CONCRETE SLAB I I�
(REFER TO STRUCTURAL DRAWINGS) I I I i —III I I I IT I I I I I -I I 1—
VAPOR BARRIER 1
SECTION 111311
i
COMPACTED SOIL SCALE: 1/2" = 1' -0"
MIAMI -DADE COUNTY PRODUCT APPROVED
12
TERMITE PROTECTION
1.
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED
—, f3 EXIST.
TERMITICIDES OR OTHER APPROVED METHODS OF TERMITE
PROTECTION LABELED FOR USE AS A PREVENTIVE TREATMENT
TO NEW CONSTRUCTION (FBC 1816.1).
2•
SUBMIT PROPERLY IDENTIFIED MANUFACTURER'S
LITERATURE BEFORE STARTING WORK.
3.
IF SOIL IS USED FOR SUBTERRANEAN TERMITE PREVENTION:
A. THE INITIAL CHEMICAL SOIL TREATMENT INSIDE THE
OVER WOOD DECKING
FOUNDATION PERIMETER SHALL BE DONE AFTER ALL
EXCAVATION, BACKFILLING AND COMPACTION IS COMPLETED.
B. ANY SOIL AREA DISTURBED AFTER INITIAL CHEMICAL
SOIL TREATMENT SHALL BE RETREATED WITH A
CHEMICAL SOIL TREATMENT, INCLUDING SPACES BOXED
_ _ _ _ _ _ _
OR FORMED.
C. SPACES IN CONCRETE FLOORS BOXED OUT OR FORMED
EXIST. CONVENTIONAL
FOR THE SUBSEQUENT INSTALLATION OF PLUMBING
TRAPS, DRAINS, OR ANY OTHER PURPOSE SHALL BE
WOOD FRAMING
CREATED BY USING PLASTIC OR METAL PERMANENTLY
PLACED FORMS OF SUFFICIENT DEPTH TO ELIMINATE
SOFFIT BEYOND
ANY PLANNED SOIL DISTURBANCE AFTER INITIAL
CHEMICAL SOIL TREATMENT.
EXIST. CONC♦ TIE -BEAM
D. CHEMICALLY TREATED SOIL SHALL BE PROTECTED WITH
A MINIMUM G MIL VAPOR RETARDER TO PROTECT
DINING
AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS
FAMILY
BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS
ROOM
REQUIRED. ANY WORK, INCLUDING PLACEMENT OF
ROOM
REINFORCING STEEL, DONE AFTER CHEMICAL TREATMENT
UNTIL THE CONCRETE FLOOR IS POURED, SHALL BE
DONE IN SUCH A MANNER AS TO AVOID PENETRATING
OR DISTURBING TREATED SOIL.
E. CONCRETE OVER POUR OR MORTAR ACCUMULATED
ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE
REMOVED PRIOR TO EXTERIOR CHEMICAL SOIL
TREATMENT, TO ENHANCE VERTICAL PENETRATION OF
THE CHEMICALS.
F. CHEMICAL SOIL TREATMENTS SHALL ALSO BE APPLIED
UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1
FOOT OF THE PRIMARY STRUCTURE SIDE WALLS. ALSO,
A VERTICAL CHEMICAL BARRIER SHALL BE APPLIED
PROMPTLY AFTER CONSTRUCTION IS COMPLETED,
INCLUDING INITIAL LANDSCAPING AND IRRIGATION/
SPRINKLER INSTALLATION. ANY SOIL DISTURBED AFTER
THE CHEMICAL VERTICAL BARRIER IS APPLIED SHALL BE
PROMPTLY RETREATED.
VAPOR BARRIER
1-
SUBMIT PROPERLY IDENTIFIED MANUFACTURER'S LITERATURE
BEFORE STARTING WORK.
2.
COMPLY WITH THE FOLLOWING REGULATORY REQUIREMENTS
ISSUED BY THE FLORIDA DEPARTMENT OF HEALTH BUREAU OF
ENVIRONMENTAL TOXICOLOGY RADON AND INDOOR AIR.
A. FLORIDA STANDARD FOR RADON- RESISTANT NEW
COMMERCIAL BUILDING CONSTRUCTION.
B. EPA HANDBOOK FOR DESIGN AND INSTALLATION OF A
HOME RADON REDUCTION SYSTEM SUB -SLAB DEPRESSURIZATION
FOR LOW PERMEABILITY FILL MATERIAL.
3•
VAPOR /RADON BARRIER:
INTERIOR SUBS: 6 MIL MINIMUM POLYETHYLENE FILM (FBC
1910.1)
4•
TAPE: AS RECOMMENDED BY VAPOR /RADON BARRIER
MANUFACTURER, EXCEPT AT VERTICAL PENETRATIONS, USE
REINFORCED DUCT TAPE.
5•
PROTECT VAPOR /RADON BARRIER FROM DAMAGE UNTIL
PERMANENT COVERING IS IN PLACE,
A. REPAIR PUNCTURES AND TEARS IN VAPOR AND RADON
BARRIER USING PATCHES OF THE MATERIAL OVERLAPPING THE
PUNCTURE OR TEAR A MINIMUM OF 12 INCHES. SEAL WITH TAPE.
MIAMI -DADE COUNTY PRODUCT APPROVED
12
METAL STANDING SEAM ROOF
—, f3 EXIST.
3/4" CDX PLYWOOD
SHEATHING OVER R =19
RIGID INSULATION IN
BETWEEN 04 P.T.
PURLINS 0 24" O.C.
OVER WOOD DECKING
AT EXISTING ROOF
TOP OF CONC. TIE -BEAK
_ _ _ _ _ _ _
--
EL. ±a' -0" EXIST.
EXIST. CONVENTIONAL
.�
WOOD FRAMING
SOFFIT BEYOND
EXIST. ROOF STRUCTURE
EXIST. CONC♦ TIE -BEAM
1' -4"
A/C DUCTS
DINING
FAMILY
ROOM
ROOM
M
WOOD THRESHOLD
,,, WOOD FLOOR
TOP OF FINISH WOOD FLOOR
EL. 0' -0" TO MATCH EAST.
SECTION "C"
SCALE: 1/2" = V -0"
CITY OF SOUTH MlAr4j
BUILDING DEPT.
STRUCTUR , SECTION
MIAMI -DADE COUNTY PRODUCT APPROVED APPROVED �y,._,
METAL STANDING SEAM ROOF
1'x3" P.T. FURRING i 32" O.C. W/ 5/8" GYP. BOARD
is 1 COAT PLASTER FINISH TO MATCH EXISTING'"'
3/4" CDX PLYWOOD SHEATHING OVER R =19
RIGID INSULATION IN BETWEEN 4X4 P.T.
PURLINS • 24" O.C. OVER WOOD DECKING
AT EXISTING ROOF
FAMILY
ROOM
TOP OF CONC. TIE-BEAM
EL. ±8' -0" EXIST.
EXIST. ROOF STRUCTURE
A/C DUCTS
EXIST. CONC. TIE -BEAM
WOOD FLOOR
TOP OF FINISH WOOD FLOOR
` FL. 0' -0" TO MATCH EXIST.
�II�I��II,II�I-
,II�i -
SECTION "D"
SCALE: 1/2" = V -0"
A6.01
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ADDITON
V V U• U U V U V U Y
ALTERATION
ryDY, TO THE%
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RESIDENCE
5901 S.W. 81 STREET
SOUTH MIAMI, FIB 33143
Chi Cr `"• C OUTI'3
,ApwlmJUr017Y'
DA "E..
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STRUCTURAL
BLISS & NYITRAY, INC.
800 DOUGLAS ROAD, SUITE 300
CORAL GABLES, FLORIDA 33134
(305) 442 -7086
H.V.A.C., PLUMBING, & ELECTRICAL
SDM CONSULTING ENGINEERS, IN
135 ALMERIA
CORAL GABLES, FLORIDA 33134
(305) 446 -2738
qe-];- 11ETo
ASSOCIATES, P.A.
ARCHITECTS
500 SOUTH DIXIE HWX, SUITE 303
CORAL, GABLES, FL, 33146 PH, (305) 665 -0641
JUNE 18, 2010
JOHN E. JUNKIN AR 006454
S
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J