03-20-07 Item 13 Plan (9)N
STREET /FRONT ELEVATION
MIS #25
N
ICE; #25
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 (I 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: I/4' =1' -0'
NEW 4' CONC. SLAB
REINF. W/ 6X6 WI.4 X WI.4 W.W.M.
SEE FOUND. PLAN S -1 FOR ADDT. INFO
VINYL FLOOR TILE FINISH C
x x x x-
6 ML. VAPOR BARRIER
WELL- COMPACTED BASE
SEE COMPACTION NOTES SI
A Section Thru Exterior Wall
Z SCALE:
3 /4' =1' -0'
WF -16
SEE S -I SCHED. FOR
Annr turn
Window Schedule (SEE 'GENERAL NOTES' FOR WINDOW AND DOOR DATA.)
ROOFING NOTE: (SEPARATE PERMIT REQUIRED)
DIM(INNSS0
TYPE
12
GAF ROYAL SOVEREIGN NOA #03- 0219.04 OR EQ.
37X38 3/8
SH WHITE AL.
15
z #30 W/ TIN CAP NAILS : 6' C/C @ LAPS & 12' C/C FIELD
(I3 @ EA.TCORNER & (2) @IEA/ TAB SEPARATION I TYPE
37X63
SH WHITE AL.
TRUSS CONFIG N
5/8' ROOF SHEATHING -
26 I/2X26
SH WHITE AL.
BY TRUSS MANUFACT
SEE S -I SHEET FOR ADD'T. INFO.
HC /WD /FLUSH
PASSAGE
MFR. TRUSS SHOP DWG's
04 BATH
2/8x6/8x1- 3/8' "•
HC /WD /FLUSH
TO BE SUBMITTED FOR BOTH
HURRICANE STRAP
05 MASTER CLOSET
2/6X618
THE BLDG. DEPARTMENT'S APPROVAL
TYPICARUCTURAL DWG.S
COMPLY FBC 82318.1.15
06 MASTER BEDROOM
AND PROJECT ARCHITECT'S APPROVAL
HC /WD /FLUSH
40 DEGREE CUT
LU
01 A/C CLOSET
PREFABRICATE WOOD TRUSSES @ 24' C/C
WD /LOWER /BIFOLD
FASCIA ASSEMBLY:
12
)6
X
OUVE IFOLD
IX2 8,2X6 P.T. MIN. W/
P.T. CONT. WI 112' 1
MAINTAIN I' MIN. CLEAR FBC
11806.3
(2) 16D NAILS EA. TRUSS
WEDGE
BOLTS @ 24" C/C
R -30 BATT INSULATION
IN CEILING -TYP.
HC /WD /FLUSH
TOP OF T.B.: 8' -2" AFF
C
6 BLK'G. FOR
II.ING STRIPPING
4/0x6/8
•
•
USE PT 2X4 @ BOTTOM
Uj
PLATE w/ 2 -1 /4' POWDER DRIVEN
(n
�-
I /2' GWB ON IX3 STRIPPING
REFER TO MFR'S. NOA
OR 2 -1 /4' CUT NAILS @ 36' MAX
CONCRETE FLOOR SLAB ----
@16' O /C- TYPICAL
SOFFIT: ASPHALT PAPER - BACKED
o
•
ALL INTERIOR FINISHES
•
•
2' -0'
z
W
MTL. RIB LATH USE 1 -1/4' TIN CAP 0 6' O/C
TO BE SELECTED BY OWNER
w/ MIN. 1 /2' STUCCO FIN.- TYPICAL
TB REINF.
SOFFIT VENT: 4722'
SEE S -I SCHED. FOR
•
IX2 (MIN.) PT CONT. -TYP.
IX4 P.T. ALL
AL. SCREEN VENT
COMPLY W/ FBC 2004- R806.1 & 806.2
ADD'T. INFO.
AROUND OP'G.
F
ATTIC VENTILATION MIN. REQUIRED:
I 12' GWB ON IX2 PT
@ 16' O/C-TYP.
Tip. Window a Door lamb Detail N.T.S.
1500 SF / 150 SF = 10 S.F.
TB REINF.
EA. VENT@ .5 S.F. = 20 VENTS REOT
8 VENTS LONG OVERHANG (16 TOTAL)
SEE S -I SCHED. FOR
2 VENTS SHORT OVERHANG (4 TOTAL)
ADD'T. INFO.
2 #5 CORNER BARS w/ 30' LEGS @
EA. CORNER & INTERSECTIONS.
No. 9 GAUGE HORT. JOINT REINF.
0 16' C /C. (LADDER TYPE) EXTEND MIN. 4' INTO TC
Z.
#5 0 48' C/C VERT. IN
BLOCK CELLS FILLED
W/ CONCRETE GROUT
HAND APPLIED STUCCO FINISH (1/2' MIN.)
LIGHT TEXTURE /PAINT FINISH
1 /2' GWB ON IX2 PT FURRING
1 /2' GWB ON IX2 PT FURRING
0I6' O /C- TYPICAL
016' O /C- TYPICAL
WALL INSULATION:
WALL INSULATION:
R -4.1 FOIL OR RIGID BD.TYP.
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 -1 FOR ADDT. INFO
VINYL FLOOR TILE FINISH C
x x x x-
6 ML. VAPOR BARRIER
WELL- COMPACTED BASE
SEE COMPACTION NOTES SI
A Section Thru Exterior Wall
Z SCALE:
3 /4' =1' -0'
WF -16
SEE S -I SCHED. FOR
Annr turn
Window Schedule (SEE 'GENERAL NOTES' FOR WINDOW AND DOOR DATA.)
CODE
DIM(INNSS0
TYPE
NOTES
23
37X38 3/8
SH WHITE AL.
6 PNUINSUL/STL
25
37X63
SH WHITE AL.
MEETS EGRESS REQUIREMENTS
1/2 -32
26 I/2X26
SH WHITE AL.
OBSCURE GLASS -TEMP
N
m
NEW 4' CONC. SLAB
REINF. W/ 6X6 WI.4 X WI.4 W.W.M.
w ,U,
U U
Cn VINYL FLOOR TILE FINISH C N
15: - \_ — — -.1 " z
X_ x X_ 6'
CJ �o
6 ML. VAPOR BARRIER N
WELL- COMPACTED BASE
SEE COMPACTION NOTES SI
WF -16
SEE S -I SCHED. FOR
ADD'T. INFO.
12
ilw, 75
AT OPEN PORCH CEILING
PROVIDE 5/8' CDX PLYWD.
SOFFIT
SEE S -1 SHEET FOR ADD'T. INFO.
STANDARD
HOOK
8' CMU WALL
No. 9 GAUGE HORT. JOINT REINF.
Q 16' C /C. (LADDER TYPE) EXTEND MIN. 4' INTO TC
#5 0 48' C/C VERT. IN
BLOCK CELLS FILLED
W/ CONCRETE GROUT
Door Schedule (SEE 'GENERAL NOTES' FOR WINDOM AND DOOR DATA.)
# ROOM
SIZE
STYLE
HARDWARE
DO NOT ATTACH PARTITIONS
01 FRONT DOOR
3/00/8X1 -3/4
6 PNUINSUL/STL
SGL. DB /KEYED
02 BACK DOOR
3/Ox6/8x1 -3/4
6 PNL /INSUL /STL
SGL. DB /KEYED
PROVIDE 2X4 WOOD BLOCKING @
03 LAUNDRY
2/8x6/8x1 -3/8
HC /WD /FLUSH
PASSAGE
04 BATH
2/8x6/8x1- 3/8' "•
HC /WD /FLUSH
PRIVACY
"`PER 2004 FBC R308.4 HAZ. LOC.
05 MASTER CLOSET
2/6X618
WD /LOUVER /BIFOU
N/A
COMPLY FBC 82318.1.15
06 MASTER BEDROOM
2/8x6/8x1 -3/8
HC /WD /FLUSH
PRIVACY
LU
01 A/C CLOSET
2/8X6/8
WD /LOWER /BIFOLD
N A
08 BEDRM. Z CLOSET
X
OUVE IFOLD
W
09 BEDROOM 2
2/8x6/8x1 -3/8
HC /WD /FLUSH
PASSAGE
MIN EMBED.
10 BEDROOM 3
2/8X6/8x1 -3/8
HC /WD /FLUSH
PASSAGE
J
II BEDRM. 3 CLOSET
4/0x6/8
WD /LOUVER /BIFOLD
N/A
USE PT 2X4 @ BOTTOM
15'-0'
TOP ROOF RIDGE
5 12
�—
TOP OF TIE BEAM FBC B TBL 704.8: MAX. ALLOW. OP'G.S 208 x .25 = 52 SF > 30 SF
II�II I S.H. WINDOW
TYP.
4
B Wall Section Thru Porch
.2
SCALE: 3/4'=I'-O'
A
A2
-_0P R 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
N
FBC B TBL 704.8: MAX. ALLOW. OP'G.S 208 x .25 = 52 SF > 30 SF
LT. TEXTURE
STUCCO FINISH
(1 12' MIN. THICK.)
N O RT O 9LC -Vk10N
NOTE: A SEPARATE
PERMIT AND PRODUCT
APPROVAL WHEN
APPLICABLE, IS
REQUIRED FOR THE
FOLLOWING ITEMS:
STORM SHUTTERS, WOOD
TRUSSES, DOORS,
WINDOWS & FENCES
N
-0' 1/2 -32 L
SEE TYP. JAMB S.H. WINDOW
EG ESS DETAIL @ RIGHT STUCCO FINISH TYP.
FOR ALL EXTERIOR (I /2' MIN. THICK.)
DOORS & WINDOWS
J T- V -V n.r. JLAO I Y 0'-6' H.P. SLAB
+53 PSF +53 PSF w CV �0 (`� (� +53 PSF +55 PSF +52 PSF
4 .1 PSF 158 15SF _58 PSF 4 — 1 4 -58 PSF 158 5SF _ PSF 4 228 - PSF 4
12
15
1 12' SCORE LINE
@TOP OF COL.
I 878" POURED
�2 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. Q SPILICESI
4' CONC. SLAB w/
6X6XI.4XI.4 WWF
w/ BROOM FINISH
x x x A x x-
DECORATIVE
0
12
—� 5
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
2' -0' Il
90 DEGREE CUT
FASCIA ASSEMBLY: —
�xzz 2x6 P.T. MIN.w/
2) 1a 6o NAILS EA. TRUSS
2' EDGE OF SLAB
y�F3.0
SEE S -I SCHED. F.. _r
ADD T. INFO.
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.
S.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 HARDENED
STEEL BOLD INSERTS. 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.
1)
4 4 +53 PSF 158 � �/ t'
-58 PSF ;oo-N aE Ar7101`
2X6 P.T.
IX4 P.T.
2x2 0 4' O/C
P.T.
#1 PT TYPICAL
IX4 P.T.
TOP OF SLAB
SECTION
Decorative
A2
USE ONLY 3X HOT DIP GALVANIZED FASTENERS
#8 SCREWS -2 @ EACH END /SIDE
WOOD TRUSSES —/
�.
ATTACH PARTITIONS TO CEILING
STRIPPING OR PROVIDE 2X4 BLOCKING
o
z
DO NOT ATTACH PARTITIONS
DIRECTLY TO TRUSSES _�7
i
IX3 WB. STRIPPING @ 16' O/C W/
1/2' GWB
IX6 P.T. INFILL
PROVIDE 2X4 WOOD BLOCKING @
•
AROUND OP'G.
ALL WALL CABINET LOCATIONS
CONT. FOR 2 STUDS MIN.
@34' AFF/ @84' AFF OPT. @54' AFF
FILLED CELL/CONC.
COORD. w/ CAB. MFR.
TYP. ALL SIDES
COMPLY FBC 82318.1.15
2X4 WOOD STUDS @ 16" O/C
MASONRY ANCHORS
LU
W/ I /2' GWB EA. SIDE
MIN. EMBED DEPTH
0
I -I12'- TYP.
W
a
z
a
o
z
INTERIOR SIDE
MIN EMBED.
W
U
DEPTH: 1 -1 /2' -TYP.
J
O
m
USE PT 2X4 @ BOTTOM
Uj
PLATE w/ 2 -1 /4' POWDER DRIVEN
(n
�-
FASTENERS w/ WASHERS @ 36' MAX.
REFER TO MFR'S. NOA
OR 2 -1 /4' CUT NAILS @ 36' MAX
CONCRETE FLOOR SLAB ----
Tip. Interior Partition
N.T.S. 1
I/4' DIA. X 3 -1 /2' MIN.
FASTENERS @ 8' O/C
P R O J E C T D A T A:
DATE: JAN. 17, 2006
PROJECT: NEW SFR
ADDRESS: 59XX SW 63 ST
- _ I I i OWNER: Habitat for Humanity
I
Anne M_ anning, Exec. Director
305 635 -8439
F;DROPTPICKET AS NOTED. IJ #q REVISIONS:
ISOLATE OR SEAL BASE. �e
ELEVATION
]a Detail
SCALE: 3/4' =1' -0'
Design and Construction Shall Comply wish
the Florida Building Cede Residential 2004
SEAL
,suss 2016
ARCHITECT OF RECORD:
PAUL W. BUCKLER
#13708
ARCHITECTURAL
20F6
�.
IX4 P.T. ALL
o
z
AROUND OP'G.
LL,
IX6 P.T. INFILL
•
AROUND OP'G.
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.
L-)
WINDOW FASTENERS-
(n
REFER TO MFR'S. NOA
d
MARBLE SILL -SET
o
•
W/ ADHESIVE -TYP.
z
W
IX4 P.T. ALL
AROUND OP'G.
F
I 12' GWB ON IX2 PT
@ 16' O/C-TYP.
Tip. Window a Door lamb Detail N.T.S.
I/4' DIA. X 3 -1 /2' MIN.
FASTENERS @ 8' O/C
P R O J E C T D A T A:
DATE: JAN. 17, 2006
PROJECT: NEW SFR
ADDRESS: 59XX SW 63 ST
- _ I I i OWNER: Habitat for Humanity
I
Anne M_ anning, Exec. Director
305 635 -8439
F;DROPTPICKET AS NOTED. IJ #q REVISIONS:
ISOLATE OR SEAL BASE. �e
ELEVATION
]a Detail
SCALE: 3/4' =1' -0'
Design and Construction Shall Comply wish
the Florida Building Cede Residential 2004
SEAL
,suss 2016
ARCHITECT OF RECORD:
PAUL W. BUCKLER
#13708
ARCHITECTURAL
20F6