03-20-07 Item 13 Plan0
STREET /FRONT ELEVATION
N
s
MI= #25
s
1
CIE #25
N
Roof plan
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
(1N �W
Lw�j 11
12
— 15
TRUSS CONFIG N
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 FBC 8(
1 /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 w/ 30' LEGS @
EA. CORNER & INTERSECTIONS.
1/2' GWB ON IX2 PT FURRING
0I6' O /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
■ etion Thru Exterior Wall
3 /4'=1' -0'
WF -16
SEE S -I SCHED. FOR
ADD'T. INFO.
Window Schedule (SEE 'GENERAL NOTES' FOR WINDOW AND DOOR DATA.)
CODE
M (INCH 0
TYPE
NOTES
23
37X38 3/8
SH WHITE AL.
6 PNL/INSUUSTL
25
37X63
SH WHITE AL.
MEETS EGRESS REQUIREMENTS
1/2 -32
26 1/2X26
SH WHITE AL.
OBSCURE GLASS -TEMP
N
co
15' -0' WIND LOAD PRESSURES ASCE -7/02
OP ROOF RIDGE WIND V= 146 M.P.H.
CATEGORY II
EXPOSURE 'C'
IMP.= 1.00
12
5r—
TOP OF TIE BEAM
FBC B TBL 704.8: MAX. ALLOW. OP'G.S 208 x .25 = 52 SF > 30 SF
LT. TEXTURE FF
STUCCO FINISH
(1 12' MIN. THICK.)
NOW 9L C-VATION
NOTE: A SEPARATE
PERMIT AND PRODUCT
APPROVAL WHEN
APPLICABLE, IS
REQUIRED FOR THE
FOLLOWING ITEMS:
STORM SHUTTERS, WOOD
TRUSSES, DOORS,
WINDOWS 8 FENCES
W837 r -ymioN
N
ep
15' -0"
TOP ROOF RIDGE
TOP OF TIE BEAM
ROOFING NOTE: (SEPARATE PERMIT REQUIRED)
# R 0 0 M
S I Z E
GAF ROYAL SOVEREIGN NOA #03- 0219.04 OR EQ.
HARDWARE
#30 W/ TIN CAP NAILS : 6' c/c @ LAPS & 12' c/c FIELD
3/0x6/84-3/4
6 PNL/INSUUSTL
2(Il 6 @IEA/ TAB SEPARATION I TYPE
02 BACK DOOR
0 EA.TCORNER (2)
6 PNL /INSUL /STL
SGL. DB /KEYED
5/8' ROOF SHEATHING -
03 LAUNDRY
2/8x6/84-3/8
SEE S -I SHEET FOR ADD'T. INFO.
PASSAGE
HURRICANE STRAP
218x6/8x1- 3/8 * **
HC /WD /FLUSH
SEE STRUCTURAL DWG.S
* *PER 2004 FBC R308.4 HAZ. LOC.
05 MASTER CLOSET
TYPICAL
WD /LOUVER/BIFOUI
N/A
90 DEGREE CUT
06 MASTER BEDROOM
2/80/8x1 -3/8
FASCIA ASSEMBLY:
12
IX2 & 2X6 P.T. MIN. W/
2/80/8
)6 P.T. CONT. W/ 112' 1
(2) 16D NAILS EA. TRUSS
°w
MOGE BOLTS @ 24" C/C
X
oUVER IFOID
Rfk-
09 BEDROOM 2
6 BLK'G. FOR
TOP OF T.B.: 8' -2" AFF
CEILING
STRIPPING
10 BEDROOM 3
2/8x6/8x1 -3/8
SOFFIT: ASPHALT PAPER - BACKED
PASSAGE
z
II BEDRM. 3 CLOSET
410x6/8
WD /LOUVER /BIFOID
N;A
•
J
m
2' -0'
Tz
MTL. RIB LATH USE 1 -1/4' TIN CAP @ 6" o/c
PLATE w/ 2 -1/4' POWDER DRIVEN
U_
w/ MIN. 1 12' STUCCO FIN. - TYPICAL
TB REINF.
OR 2 -1 /4' CUT NAILS @ 36' MAX
SOFFIJ VENT: 4'X22'
SEE S -I SCHED. FOR
ADD'T. INFO.
•
AL. S REEN VENT
COMPLY W/ FBC 2004- R806.1 & 806.2
ATTIC VENTILATION MIN. REQUIRED:
_y Tip. interior Partition N.T.S.
�J
1500 SF / 150 SF =10 S.F.
EA. VENT@ .5 S.F. = 20 VENT TS REQ'D
o
z
AROUND OP'G.
W
(10 TOTAL)
IX6 P.T. INFILL
'- •
2 VENTS SHORT OVERHANG
2' FROM ED
—NO. 9 GAUGE HORT. JOINT REINF.
@ 16' C /C. (LADDER TYPE) EXTEND MIN. 4' INTO TC
— #5 @ 48' C/C VERT. IN
3/16" X 2 -1/4'
BLOCK CELLS FILLED
MASONRY ANCHORS
W/ CONCRETE GROUT
MIN. EMBED DEPTH
—HAND APPLIED STUCCO FINISH (1 /2' MIN.)
I -I12'- TYP.
LIGHT TEXTURE /PAINT FINISH
1 /2' GWB ON IX2 PT FURRING
MIN EMBED.
@16' O /C- TYPICAL
WALL INSULATION:
WINDOW FASTENERS -
R -4.1 FOIL OR RIGID BD.TYP.
REFER TO MFR'S. NOA
12
r,
AT OPEN PORCH CEILING
PROVIDE 5/8' CDX PLYWD.
SOFFIT
SEE S -I 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
W/ CONCRETE GROUT
NEW 4' CONC. SLAB
REINF. W/ 6X6 WI.4 X WI.4 W.W.M.
w w
r •) U
VINYL FLOOR TILE FINISH CJ_ v
z
x x x x— 6.
'o CJ �o
6 ML. VAPOR BARRIER
WELL- COMPACTED BASE z /.y. ,
SEE COMPACTION NOTES SI
WF -16
SEE S -I SCHED. FOR
ADD'T. INFO.
Door Schedule (SEE 'GENERAL NOTES' FOR WINDOW AND DOOR DATA.)
# R 0 0 M
S I Z E
S T Y L E
HARDWARE
01 FRONT DOOR
3/0x6/84-3/4
6 PNL/INSUUSTL
SGL. DB /KEYED
02 BACK DOOR
3/0x6/8xt -3/4
6 PNL /INSUL /STL
SGL. DB /KEYED
IX3 WB. STRIPPING @ 16' 0/C W/
03 LAUNDRY
2/8x6/84-3/8
HC /WD /FLUSH
PASSAGE
04 BATH
218x6/8x1- 3/8 * **
HC /WD /FLUSH
PRIVACY
* *PER 2004 FBC R308.4 HAZ. LOC.
05 MASTER CLOSET
2/6x6/8
WD /LOUVER/BIFOUI
N/A
@34' AFF/ @84' AFF OPT. @54' AFF
06 MASTER BEDROOM
2/80/8x1 -3/8
HC /WD /FLUSH
PRIVACY
07 A/C CLOSET
2/80/8
WD /LOUVER /BIFU
Nf A
°w
08 EDRM. 2 CLOSET
X
oUVER IFOID
Rfk-
09 BEDROOM 2
2/8x6/8x1 -3/8
HC /WD /FLUSH
PASSAGE
10 BEDROOM 3
2/8x6/8x1 -3/8
HC /WD /FLUSH
PASSAGE
z
II BEDRM. 3 CLOSET
410x6/8
WD /LOUVER /BIFOID
N;A
J
m
15' -0'
TOP ROOF RIDGE
12
5 F
N
m
TOP OF TIE BEAM
A 12 +
A2
51
FBC B TBL 704.8: MAX. ,ALLOW. OP'G.S 208 X .25 = 52 SF > 30 SF
S.H. WI
FPSF 15
PSF
s Wall Section Thru Porch
A
A2
1/2" SCORE LINE
@TOP OF COL.
878" POURED
'2 CONCRETE COL.
PAINT WHITE
TYP. OF 4
SHINGLES COMPLY W/ FBC R4402.7
FEIC B TBL 104.8: MAX. ALLOW. OP'G.S 344 x .25 = 86 SF > 67 SF
i 111111 I I ICI Ib�l I I III
112 -ST
SEE TYP. JAMB
DETAIL @ RIGHT
FOR ALL EXTERIOR
DOORS & WINDOWS
STUCCO FINISH
(1/2' MIN. THICK.)
S.H. WI
5
RB -1: —J
SEE S -I SCHED. FOR
ADD'T. INFO.
878' POURED CONC. COL..
W/ 4 #5 VER08'(4'@ SPLICES)
4' CONC. SLAB w/
6X6XI.4XI.4 WWF
w/ BROOM FINISH
x x x x x x-
PREFABRICATED WOOD TRUSSES
@24'C/C
518' ROOF SHEATHING -
SEE S -I SHEET FOR ADD'T. INFO.
HURRICANE STRAP
SEE STRUCTURAL DWG.S
TYPICAL
2• -0'
90 DEGREE CUT
IFASCIA ASSEMB
&
(2 16D N66AI
2LSTE/
2' EDGE OF SLAB
'-Y/,SEES -I SCHED. FO
ADD , T. INFO.
• . • •
General Door 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 KEY CHANGES OR LOCKING AUXILIARY SINGLE DEAD BOLT WITH HARDE NED
STEEL BOLD INSEKTS. 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 EXTERIOR OUT -SWING DOORS SHALL HAVE NON- REMOVABLE PINS.
I DECORATIVE WOOD RAILINr.
EA5rt �/1+`
—15
0® IOsF +55 PS 4 - 4 +53 PSF 158
-58 PSF Cv()(l7 -�1 GI�GV��Of• Jj�
IUSE ONLY 3X HOT DIP GALVANIZED FASTENERS
#8 SCREWS -2 @ EACH END /SIDE
►� t
PO
1
P po
11
I I I
i
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" 0/C
°w
W/ 1/2' GWB EA. SIDE
0
w
°•
z
a
o
z
~
z
N
J
]C
U
0
J
m
USE PT 2X4 @ BOTTOM
Tz
PLATE w/ 2 -1/4' POWDER DRIVEN
U_
FASTENERS w/ WASHERS @ 36' MAX.
OR 2 -1 /4' CUT NAILS @ 36' MAX
CONCRETE FLOOR SLAB
_y Tip. interior Partition N.T.S.
�J
%l
IX4 P.T. ALL
o
z
AROUND OP'G.
W
IX6 P.T. INFILL
'- •
AROUND OP'G.
2' FROM ED
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.
'=
WINDOW FASTENERS -
Uj
REFER TO MFR'S. NOA
o C g
MARBLE SILL -SET
Z •
W/ ADHESIVE -TYP.
w
co a
}
{4
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.
1 /4' DIA. X 3 -1/2' MIN.
FASTENERS @ 8' O/C
P R O J E C T D A T A:
SCALE: 3/4' =1' -0'
Design and Construction Shall Comply with
the Honda Building Code Residential 2004
DATE: JAN. 17, 2006
PROJECT: NEW SFR
ADDRESS: 59XX SW 63 ST
OWNER: Habitat for Humanity
Anne Manning, Exec. Director
305 635 -8439
REVISIONS:
SEAL
'EBB Vol W.
ARCHMECT OF RECORD:
PAUL W. BUCKLER
#13708
ARCHITECTURAL
20F6