03-20-07 Item 13 Plan (7)STREET /FRONT ELEVATION
N
1
s
36' SQ.
CONC. SLAB
N
Roof plan
15' -0"
OP ROOF RIDGE WIND LOAD PRESSURES ASCE -7/02
WIND V= 146 M.P.H.
CATEGORY II
EXPOSURE 'C'
IMP.= 1.00
12
5 II II
TOP OF TIE BEAM
112' SCORE LINE
@TOP OF COL.
WIND LOAD PRESSURES ASCE -7/02 FLORIDA BUILDING CODE 2004 RESIDENTIAL N
WIND V= 146 M.P.H. FBC B 310: OCCUPANCY R -3 SINGLE FAMILY 0 STORY)
CATEGORY II FBC B TBL601: CONSTRUCTION TYPE VB- UNPROTECTED*
EXPOSURE 'C' *FBC B TBL 602 (B): R3 NO FIRE RESISTANCE WHERE FIRE SEP. >3FT
IMP.= 1.00 FBC B TBL 704.8: WHERE FIRE SEP. >5FT = MAX.% OPENINGS IS 25%
Floor Plan
— - - - - SCALE: 1/4'4 -0'
TRUSS CONFIG ON
BY TRUSS MANUFACT
MFR. TRUSS SHOP DWG's
TO BE SUBMITTED FOR BOTH
THE BLDG. DEPARTMENT'S APPROVAL
AND PROJECT ARCHITECT'S APPROVAL
PREFABRICATE WOOD TRUSSES @ 24" C/C
MAINTAIN I" MIN. CLEAR FB
R -30 BATT INSULATION
IN CEILING -TYP.
I /2' GWB ON IX3 STRIPPING
@16' O /C- TYPICAL
ALL INTERIOR FINISHES •
TO BE SELECTED BY OWNER
IX2 (MIN.) PT CONT. -TYP.
TB REINF.
SEE S -I SCHED. FOR
ADD'T. INFO.
2 #5 CORNER BARS wl 30' LEGS @
EA. CORNER & INTERSECTIONS. IR
1 /2' GWB ON IX2 PT FURRING
@16' 0 /C- TYPICAL
WALL INSULATION:
R -4.1 FOIL OR RIGID BD.TYP.
NEW 4' CONC. SLAB
REINF. W/ 6X6 WI.4 X WI.4 W.W.M.
SEE FOUND. PLAN S -I FOR ADDT. INFO
VINYL FLOOR TILE FINISH CJ
x x x x-
6 ML. VAPOR BARRIER
WELL- COMPACTED BASE
SEE COMPACTION NOTES SI
A Section Thru Exterior Wall
-2
SCALE: 3/4'1 -0.
WF -16
SEE S -1 SCHED. FOR
ADD'T. INFO.
Window Schedule (SEE 'GENERAL NOTES' FOR WINDOW AND DOOR DATA.)
C 0 D E
D I M INCHES) O N
T Y P E
N 0 T E S
23
31X38 3/8
SH WHITE AL.
6 PNL /INSUL /STL
25
37X63
SH WHITE AL.
MEETS EGRESS REQUIREMENTS
1/2 -32
26 1/2X26
SH WHITE AL.
OBSCURE GLASS -TEMP
FBC B TBL 704.8: MAX. ALLOW. OP'G.S 208 x .25 = 52 SF > 30 SF
LT. TEXTURE
STUCCO FINISH F1
(112' MIN. THICK.)
+53 PSI
-58 PSF
NORTH �� - VATtoN l j�
111 111 \V 11 \VVVVI
ROVAL WHEN
LICABLE, IS
UIRED FOR THE
-OWING ITEMS:
RM SHUTTERS, W(
SSES. DOORS.
WEST rLEyfgloo
ROOFING NOTE: (SEPARATE PERMIT REQUIRED)
# R 0 0 M
S I Z E
GAF ROYAL SOVEREIGN NOA #03- 0219.04 OR EQ.
HARDWARE
N O T E
#30 W/ TIN CAP NAILS : 6' c/c @ LAPS & 12' C/C FIELD
3 /OxUBA -3/4
6 PNL /INSUL /STL
2(13 @ EA. CORNER & (2)SC IEA/ TAB SEPARATION- TYPE
;a
02 BACK DOOR
5/8" ROOF SHEATHING -
6 PNL /INSUL /STL
SGL. DB /KEYED
SEE S -I SHEET FOR ADD'T. INFO.
03 LAUNDRY
2/8x6/8x1 -3/8
HURRICANE STRAP
PASSAGE
Y
U
SEE STRUCTURAL DWG.S
2/8x6/8x1- 3/8* **
HC /WD /FLUSH
TYPICAL
** *PER 2004 FBC R308.4 HAZ. LOC.
05 MASTER CLOSET
90 DEGREE CUT
WD /LOUVER /BIFOLD
N/A
FASCIA ASSEMBLY:
06 MASTER BEDROOM
2/8x6/8x1 -3/8
IX2 a 2X6 P.T. MIN. W/
2X6
P.T. CONT. W/ 1 12' 1
(2) 16D NAILS EA. TRUSS
WEDGE BOLTS @ 24" C/C
WD /LOUVER/BIFOL
N A
C-)
OB BEDIRM. 2 CLOSET
X
6 BLK'G. FOR
TOP OF T.B.: 8' -2" AFF
CEILING
STRIPPING
2/8x6/8xI -3/8
HC /WD /FLUSH
SOFFIT: ASPHALT PAPER - BACKED
10 BEDROOM 3
2/8x6/8x1 -3/8
HC /WD /FLUSH
PASSAGE
II BEDRM. 3 CLOSET
•
2'-0"
N/A
MTL. RIB LATH USE 1 -1/4' TIN CAP @ 6" O/C
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W/ ADHESIVE -TYP.
w/ MIN. 1 12' STUCCO FIN.- TYPICAL
TB REINF.
SOFFIT VENT: 4'X22'
SEE S -I SCHED. FOR
•
AL. SCREEN VENT
ADD'T. INFO.
COMPLY W/ FBC 2004- R806.1 & 806.2
ATTIC VENTILATION MIN. REQUIRED:
1500 SF / 150 SF = 10 S.F.
EA. VENT@ .5 S.F. = 20 VENTS REO'D
8 VENTS LONG OVERHANG (16 TOTAL)
2 VENTS SHORT OVERHANG (4 TOTAL)
-NO. 9 GAUGE HORT. JOINT REINF.
@ 16' C /C. (LADDER TYPE) EXTEND MIN. 4' INTO TC
— #5 @ 48' C/C VERT. IN
BLOCK CELLS FILLED
W/ CONCRETE GROUT
-HAND APPLIED STUCCO FINISH (1 12" MIN.)
LIGHT TEXTURE /PAINT FINISH
1 /2' GWB ON IX2 PT FURRING
@16' O/C-TYPICAL
WALL INSULATION:
R -4.1 FOIL OR RIGID BD.TYP.
U-1
U
J
d
z
:o
NEW 4" CONC. SLAB
REINF. W/ 6X6 WI.4 X WI.4 W.W.M.
VINYL FLOOR TILE FINISH CJ
x x x x-
6 ML. VAPOR BARRIER
WELL- COMPACTED BASE
SEE COMPACTION NOTES SI
SEE -I SCHED. FOR
ADD'T. INFO.
s Wall Section Thru Porch
Door Schedule (SEE 'GENERAL NOTES' FOR WINDOW AND DOOR DATA.)
# R 0 0 M
S I Z E
S T Y L E
HARDWARE
N O T E
01 FRONT DOOR
3 /OxUBA -3/4
6 PNL /INSUL /STL
SGL. DB /KEYED
;a
02 BACK DOOR
3 /0x6 /84-3/4
6 PNL /INSUL /STL
SGL. DB /KEYED
SEE S -I FOR LOCKS
03 LAUNDRY
2/8x6/8x1 -3/8
HC /WD /FLUSH
PASSAGE
Y
U
04 BATH
2/8x6/8x1- 3/8* **
HC /WD /FLUSH
PRIVACY
** *PER 2004 FBC R308.4 HAZ. LOC.
05 MASTER CLOSET
216X6/8
WD /LOUVER /BIFOLD
N/A
PLATE w/ 2 -114' POWDER DRIVEN
06 MASTER BEDROOM
2/8x6/8x1 -3/8
HC /WD /FLUSH
PRIVACY
07 A/C CLOSET
2/80/8
WD /LOUVER/BIFOL
N A
C-)
OB BEDIRM. 2 CLOSET
X
D/LOUVER BIFOLD
N/A
09 BEDROOM 2
2/8x6/8xI -3/8
HC /WD /FLUSH
PASSAGE
10 BEDROOM 3
2/8x6/8x1 -3/8
HC /WD /FLUSH
PASSAGE
II BEDRM. 3 CLOSET
4/0X6/8
WD /LOUVER /BIFOLD
N/A
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15' -0'
TOP ROOF RIDGE
51
SEE S r—
TOP OF TIE BEAM FBC B TBL 704.8: MAX. ALLOW. OP'G.S 208 x .25 = 52 SF > 30 SF
S.H. WINDOW
TYP.
12
`\ 15
AT OPEN PORCH CEILING
PROVIDE 5/8' COX PLYWD.
SOFFIT
SEE S -1 SHEET FOR ADD'T. INFO.
STANDARD
HOOK
8' CMU WALL
NO. 9 GAUGE HORT. JOINT REINF.
@ 16' C /C. (LADDER TYPE) EXTEND MIN. 4' INTO TC
#5 @ 48' C/C VERT. IN
BLOCK CELLS FILLED
W1 CONCRETE GROUT
w
U
J
2
Cn
z
6' �f
CJ :o
N
77/7-7--7- , i;
4 t�—° rF 15SFI
-58 PSF
A
A2
12
1/2" SCORE LINE
@TOP OF COL.
878" POURED
CONCRETE COL.
STUCCO FIN.
PAINT WHITE
TYP. OF 4
RB -I:
SEE S -I SCHED. FOR
ADD'T. INFO.
878' POURED CONC. COL.
W/ 4 #5 VERT. @8 &(4 @ SPLICES)
4' CONC. SLAB w/
6X6XI.4XI.4 WWF
w/ BROOM FINISH
x x x x x X_
`F3.0
'SEE S -I SCHED.
ADDT. INFO.
PREFABRICATED WOOD TRUSSES
@ 24' C/C
5/8" ROOF SHEATHING -
SEE S -I SHEET FOR ADD'T. INFO.
HURRICANE STRAP
SEE STRUCTURAL DWG.S
TYPICAL
90 DEGREE CUT
FASCIA ASSEMBLY:
))X2 & 2X6 P.T. MIN.W/
(2) 16D NAILS EA. TRUSS
2' EDGE OF SLAB
N
General Door a Window Notes( SEE ELEVATIONS FOR WIND PRESSURES)
I. ALL EXTERIOR DOORS AND WINDOWS TO HAVE DADE COUNTY PRODUCT APPROVAL - SEE ATTACHED PA
APPLICATION
2. ALL EXTERIOR OPENINGS /DOORS AND WINDOWS TO CONFORM WITH INTRUSION REQUIREMENTS. ALL NEW
EXTERIOR DOORS AND WINDOWS SHALL MEET THE MINIMUM REQUIREMENTS OF THE 2004 FLORIDA BLDG.
CODE- SECT.2411 INCLUDING BUT NOT LIMITED TO THE FOLLOWING ITEMS:
- -- ALL SINGLE EXTERIOR SWINGING DOORS SHALL HAVE A LOCK TO BE KEY - OPERATED FROM THE EXTERIOR
WITH A MINIMUM OF 6,000 POSSIBLE KEY CHANGES OR LOCKING AUXILIARY SINGLE DEAD BOLT WITH
HARDENED STEEL BOLT INSERTS.
- -- ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LBS. APPLIED IN ANY
MOVEABLE DIRECTION AND IN ACCORDANCE WITH THE RESISTANCE STANDARDS SET FORTH IN THE CURRENT
BLDG. CODE.
- -- HINGES ON EXTERIOR OUT -SWING DOORS SHALL HAVE NON- REMOVEABLE PINS.
3. ALL EXTERIOR OPENINGS /DOORS AND WINDOWS TO HAVE HURRICANE PROTECTION PANELS/ FBC B 2410 OR
IMPACT RESISTANT GLASS OPTIONAL.
4. ALL INTERIOR DOORS AND FRAMES TO BE PAINT GRADE FINISH.
5. ALL WINDOWS TO BE LAWSON INDUSTRIES /WHITE ALUMINUM /LIGHT GRAY TINT GLASS OR EQUAL.
6. ALL BEDROOMS SHALL HAVE A SECONDARY MEANS OF EGRESS.
7. ALL CLOSET AND BATHROOM DOORS ARE TO BE OPERABLE FROM THE INTERIOR SIDE.
8.ALL NEW EXTERIOR DOORS & WINDOWS SHALL MEET THE MIN. REQUIREMENTS OF THE 2004 FLORIDA BLDG.
RESIDENTIAL CODE INCLUDING BUT NOT LIMITED TO THE FOLLOWING ITEMS:
ALL SINGLE EXTERIOR SWINGING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM THE EXTERIOR
WITH A MIN. OF 6 000 POSSIBLE ;4EY CHANGES OR LOCKING AUXILIARY SINGLE DEAD BOLT WITH HARDENED
STEEL BOLD INSET TS. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300
LB. APPLIED IN ANY MOVABLE DIRECTION AND IN ACCORDANCE WITH THE RESISTANCE STANDARDS SET FORTH
IN THE FBC R 2004 HINGES ON EKTERIOR OUT -SWING DOORS SHALL HAVE NON- REMOVABLE PINS.
DECORATIVE WOOD RAILING
0
2X6 P.T.
IX4 P.T.
2x2 @ 4• o/c
P.T.
c
#I PT TYPICAL
WOOD TRUSSES
ATTACH PARTITIONS TO CEILING
STRIPPING OR PROVIDE 2X4 BLOCKING
DO NOT ATTACH PARTITIONS
DIRECTLY TO TRUSSES
IX3 WB. STRIPPING @ 16' 0/C W/
1 /2' GWB
PROVIDE 2X4 WOOD BLOCKING @
ALL WALL CABINET LOCATIONS
CONT. FOR 2 STUDS MIN.
@34' AFF/ @84" AFF OPT. @54' AFF
COORD. w/ CAB. MFR.
COMPLY FBC B2318.1.15
2X4 WOOD STUDS @ 16" O/C
LU
W/ 112" GWB EA. SIDE
FILLED CELL /CONC.
d
;a
W
3/16" X 2 -1 /4"
z
a
o
z
SEE S -I FOR LOCKS
MASONRY ANCHORS
Z
W
LU
Y
U
J
�
I -I12 "- TYP.
m
USE PT 2X4 @ BOTTOM
Uj
PLATE w/ 2 -114' POWDER DRIVEN
INTERIOR SIDE
�-
FASTENERS w/ WASHERS @ 36" MAX.
OR 2 -I /4' CUT NAILS @ 36' MAX
CONCRETE FLOOR SLAB
C-)
C �
A -2 Typ. Interior Partition
' IX4 P.T. ALL
AROUND OP'G.
0
z
W
a0 @J
IX6 P.T. INFILL
0 AROUND OP'G.
N.T.S. 1
2" FROM EDGE-
FILLED CELL /CONC.
TYP. ALL SIDES
3/16" X 2 -1 /4"
SEE S -I FOR LOCKS
MASONRY ANCHORS
MIN. EMBED DEPTH
I -I12 "- TYP.
INTERIOR SIDE
MIN EMBED.
DEPTH: 1 -1/2" -TYP.
C-)
WINDOW FASTENERS-
Uj
U)
REFER TO MFR'S. NOA
o
C),�
MARBLE SILL -SET
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W/ ADHESIVE -TYP.
m�
IX4 P.T. ALL
AROUND OP'G.
1 12" GWB ON IX2 PT
@ 16' O/C -TYP.
Typ. Window & Door lamb Detail N.T.S.
USE ONLY 3X HOT DIP GALVANIZED FASTENERS
#8 SCREWS -2 @ EACH END /SIDE
' i 1
1 /4" DIA. X 3 -1/2" M N.
FASTENERS @ 8' O/C
11/9 11161 1 ISO 1 1111110. 111,61 1 ' - •
�- -I�-i— IX4 P.T.
TOP OF SLAB
'DROP' PICKET AS NOTED.
ISOLATE OR SEAL BASE.
SECTION ELEVATION
Decorative Railing Detail
af-vA70 Yq
SCALE: 3/4' =1' -0"
Design and Construction Shall Comply with
the Florida Building Code Residential 2004
DATE: JAN. 17, 2006
PROJECT: NEW SFR
ADDRESS: 59XX SW 63 ST
OWNER: Habitat for Humanity
Anne Manning, Exec. Director
305635 -8439
REVISIONS:
SEAL
B V 70_1P
ARCHMECT OF RECORD:
PAUL W. BUCKLER
#13703
HABITAT FOR HUMANITY
OF GREATER MIAMI, INC.
3800 NW22AVINUE
MIAM, FLORIDA 33142
305.636 -0192
ARCHITECTURAL
20F6