03-20-07 Item 14 (2)N Q
N p
3' -2" 5'
M.O.
X25
L A 1 A MM^l IC
3' -2' ;I' -p.
Floor Plan
SCALE: I/4' =I' -0'
ATTIC VENTILATION BASED ON 2004 FBC 84409.13.3.2
ATTIC AREA: 1317 5F Q Q/ / 150) = 9 5F REQ'D.
LOWER: SAVE VENTS (422) @ .5 SF EA. = 18 TOTAL
Roof Plan
N.T.S.
1. ALL EXTERIOR DOOR5 AND WINDOWS TO HAVE DADE COUNTY PRODUCT APPROVAL -
5EE ATTACHED PA APPLICATION
2. ALL EXTERIOR OPENING5 /DOOR5 AND WINDOW5 TO CONFORM WITH INTRUSION
REQUIREMENTS. ALL NEW EXTERIOR DOOR5 AND WINDOWS 5HALL MEET THE MINIMUM
REQUIREMENT5 OF THE 2004 FLORIDA BLDG. CODE-5ECT. 10 12 INCLUDING BUT NOT
LIMITED TO THE FOLLOWING ITEM5:
- -- ALL 51NGLE EXTERIOR SWINGING DOOR5 SHALL HAVE A LOCK TO BE KEY-OPERATED
FROM THE EXTERIOR WITH A MINIMUM OF 6,000 P0551BLf KEY CHANGES OR LOCKING
AUXILIARY SINGLE DEAD BOLT WITH HARDENED 5TEEL BOLT IN5ERT5.
- -- ALL LOCKS ON EXTERIOR DOORS 5HALL BE CAPABLE OF RE515TING A FORCE OF 300
lbs. APPLIED IN ANY MOVEABLE DIRECTION AND IN ACCORDANCE WITH THE RE515TANCE
STANDARDS 5ET FORTH IN THE CURRENT BLDG. CODE.
- -- HINGE5 ON EXTERIOR OUT -SWING DOOR5 5HALL HAVE NON- REMOVEABL.E PINS.
3. ALL EXTERIOR OPENING5 /DOORS AND WINDOW5 TO HAVE HURRICANE PROTECTION
PANEL5 /IMPACT R1:515TANT GLA55 OPTIONAL.
4. ALL INTERIOR DOORS AND FRAME5 TO BE PAINT GRADE FINISH.
5. ALL WINDOWS TO BE LAW50N INDU5TRIE5/WHITE ALUMINUM /LIGHT GRAYTINT GLA55
OR EQUAL.
G. ALL BEDROOM5 5HALL HAVE A 5ECONDAKY MEAN5 OF EGRE55.
7. ALL CL05ET AND BATHROOM DOOR5 ARE TO BE OPERABLE FROM THE INTERIOR
51DE.
8.ALL NEW EXTERIOR DOORS 4 WINDOW5 SHALL MEET THE MIN. REQUIREMENT5 OF THE
2004
FLORIDA BLDG. CODE INCLUDING BUT NOT LIMITED TO THE FOLLOWING ITEMS:
ALL 51NGLE EXTERIOR 5WINGING DOOR5 5HALL HAVE A LOCKTO BE KEY OPERATED
Hff��LC°�t�°E°X1��RYt�7JQ DOOR5 5HALL HAVE DARDS SET
CODE
R
7 E
5 T Y L E
HARDWARE
N
01
Front Door
31Ox6/8x 1 -3/4
6 pnV+n5uV5tl
5g1. DE/Keyed
MEETS EGU55 REQUIREMENTS
02
Back Door
3 /Ox618x 1 -3/4
6 pnV+n5uV5tl
5g1. DD/Keyed
7 2
03
Laundry
218x618x 1 -3/8
HCIWD/FIu5h
Passage
NAL NGINEER...
04
Bath
2/8x6/8x1 -318"
HCAVD/Fiush
Privacy
" "'per 2004 FBC R322, 1.1 acce55ihlity
05
Master Closet
216x618
WD/LouverBifold
r/a
E TRUSS SYSTEM DE51GNER... 5
OG
Master Bedroom
2/8x6/8x 1 -318
HCM/D/Flu5h
Privacy
ITTED TO THE BUILDING
07
A11C Closet
218x618
WDILouver/B+fold
a
08
Bedrm. 2 Closet
p
/ ouverl old
a
09
Bedroom 2
218x6/8x 1 -318
HCWD/FIu5h
Passage
I X2 4 2X6 P.T. MIN. WI
10
Bedroom 3
2/8x618x 1.3/8
HC*D/F1u5h
Passage
MDGE BOLTS @ 24" CZ
I I
Bedrm. 3 Closet
410x618
WDILouver/Bifold
r1a
Window Schedule (5ee'General Notes' for window and door data.)
CODE
(INCHES)
TYPE
N 0 T E 5
23
37X38 318
5H WHITE AL.
4' O/C TO VERT, TRU55 MEMBERS.
25
37X63
5H WHITE AL.
MEETS EGU55 REQUIREMENTS
112 -32
26 I026
5H WHITE AL.
OBSCURE GLA551TEMP'"
"' er 2004 FBC R308A HAZ. LOC.
12
TRU55 CONFIGUKANA
BY TRU55 MANUFACTU
MFR. TRU55 SHOP DWG's
TO BE SUBMITTED FOR BOTH
THE BLDG, DEPARTMENTS APPROVAL
AND PROJECT ARCHITECTS APPROVAL
PREFABRICATE WOOD TRUSSES @ 24" GC
maintain I' min. clear FBC 88
R-30 BATT INSULATION
IN CEILING -TYP.
.I
1/2" GWB ON 1X3 STRIPPING
A16" O /C- TYPICAL
LL INTERIOR FINISHES •
TO BE SELECTED BY OWNER
I
I X2 (min.) PT CONT.-TYP.
i
TB REINF.
SEE 5-1 5CHED. FOR
ADDT. INFO.
2 #5 CORNER BARS w/ 30" LEGS @
EA. CORNER 4 INTERSECTIONS.
112" GM ON IX2 PT FURRING
@ I G' 0 /C- TYPICAL
WALL INSULATION:
R-4. I TYP.
NEW 4' CONC. SLAB
REINF. Wl6X6 W1.4 X WI.4 W.W,M.
SEE FOUND. PLAN 5 -1 FOR ADDT. INFO
VINYL FLOOR TILE FINISH CJ
x x x x-
6 ML. VAPOR BARRIER
WELL- COMPACTED BASE
SEE COMPACTION NOTES 51
SEE 5 -1 5CHED. FOR
ADDT. INFO.
Section Thru Nerior Will
SCALE: 3/4 " =1' -0'
ROOFING NOTE: (SEPARATE PERMIT REQUIRED
EQ,
PORCH CEILING NOTE: 518' CDX
- 12
GAF ROYAL SOVEREIGN INCA #03- 0219.04 O
TTA�A5PhAL
DO NOT ATTACH PARTITIONS
AROUND OP'G.
4' O/C TO VERT, TRU55 MEMBERS.
15
25YR 5HINc WP NAIL!rHINGLE
TRU55 MANUFACTURER TO PROVIDE
1/2" GWB
VERT. MEMBERS @ 24" OIC ALONG
(1) @ aA. CORNER 4 (2) @ I A/ TAB SEPARATION- TYP.
D TRUSSES TO COMPLY W /FBC
2 19.17, INCLUDING 2319,
7 2
1
518" ROOF SHEATHING- P
ABRJCATED WOOD TRU55E5 S
L BE DESIGNED BY A FROM
5 I
NAL NGINEER...
SEE 5 -1 SHEET FOR ADDT. INFO. A
D FABRICATED IN ACCORDANCE
THE NATIONAL 5TANDA
F
M PLATE
CONNECTED
WOOD TRUSS CON5TR
ION OF THE TRU55 PLATE
N T
UTE PI -95).
HURRICANE STRAP T
E TRUSS SYSTEM DE51GNER... 5
PREPARE THE TRU55 5Y5
E
HOP RAMNG5
SEE STRUCTURAL DWG.S 5
C SHOP DRAWINGS SHALL 51 5)2
ITTED TO THE BUILDING
C!
F REVIEW
TYPICAL A
D APPROVAL.
�D
(USE 112" CEMENTITUOU5 BD IN WET AREAS)
90 DEGREE CUT
p
�z
FASCIA ASSEMBLY:
z
N
-9
I X2 4 2X6 P.T. MIN. WI
2X6 P.T. CONT. WI 112" DIA.
O
USE PT 2X4(� BOTTOM
PLATE 2 r4' POWDER D7MAY.
(2) 1 Gd NAIL5 EA. TRU55
MDGE BOLTS @ 24" CZ
wl -1
REFER TO MFRS. NOA
TOP OF T.B.: 8' -2' AFF C
I NG STRIPPING
CONCRETE FLOOR SLAB
B
MARE
SOFFIT: ASPHALT PAPER - BACKED
2' -0' MTL. RIB LATH USE 1- I /4" TIN CAP @ Colo
gg Vp wl MN. 1/2' STUCCO FIN.-TYPICAL TB REINF.
AL. SCREEN ENT22 ADDT. INFO. FOR
COMPLY W/ FBC 2004- 8806.14 806.2
no. 9 GAUGE HORT. JOINT REINF.
@ I G' GC. (LADDER TYPE) extend min. 4" into TC
- #5 48" CIC VERT. IN
BLOCK CELLS FILLED
WI CONCRETE GROUT
HAND APPLIED STUCCO FINISH (112" MIN.)
LIGHT TXTURE/PAINT FINISH
I/2' GW15 ON I X2 PT FURRING
@ I G' O /C- TYPICAL
WALL INSULATION:
R -4.1 FOIL OR RIGID BD.TYP.
NEW 4" CONC. SLAB
REINF. W/ 6X6 WI A X WI A W.W.M.
VINYL FLOOR TILE 1`IN15H CJ
x x x x-
6 ML. VAPOR BARRIER
WELL- COMPACTED BASE
SEE COMPACTION NOTES 51
WF -16
SEE 5-1 5CHED. FOR
SEE 5 -1 5CHED. FOR
ADDT. INFO.
wl 4#5 VER �3 S CONC. PSOL.
@8" (411 SPLICES)
uj
U
4" CONC. SLAB w/
N GXGX I AX 1.4 wwf
_z w/ BROOM FINISH
.Ci
rd x x x x x x-
ADDT. INFO.
B Wall Section Thm Porch
SCALE: 3/4' =1' -0'
PREFABRICATED WOOD TRU55E5
@ 24" GC
518" ROOF SHEATHING -
SEE 5-1 SHEET FORADD7. INFO.
HURRICANE STRAP
TYPIL STRUCTURAL DWG.5
2' -0'
90 DEGREE CUT
FASCIA A55EMBLY:
IX242X�PT MINW
(2) 1 Gd N 8 tA. Tk 55
2' EDGE OF SLAB
t/��R101 iii 0
a =
¢esiga and Construction Shall Complywitli
the Florida Building Code Resldeatlal 2004
Elevation -Front East
SCALE: 1/4' :1' -0'
WIND LOAD PRESSURES A5CE -7102 ARCH ITECTURAUDIMEN51ONAL OR 3 -TA5 FIBERGLASS 5HINI-
unLln 1/_ 1 AP \! 0 W 5
WOOD TRUSSES -�
PORCH CEILING NOTE: 518' CDX
STRIPPING OR PROVIDE 2X4 BLOCKING
PLYWOOD W1 6d COMMON NAILS @
DO NOT ATTACH PARTITIONS
AROUND OP'G.
4' O/C TO VERT, TRU55 MEMBERS.
I X3 WB. STRIPPING @ I G' O/C WI
TRU55 MANUFACTURER TO PROVIDE
1/2" GWB
VERT. MEMBERS @ 24" OIC ALONG
5TANDARD
PROVIDE 2X4 WOOD BLOCKING @
PLYWOOD EDGES W/ PAPER - BACKED
HOOK
MTL. LATH W1 STUCCO FINISH.
8" CMU WALL
AROUND OP'G.
no. 9 GAUGE HORT. JOINT
REINF.
@ I G" GC. (LADDER TYPE) extend min. 4' into TC
#5 48" GC VERT. IN
BLOCK CELLS FILLED
COORD. w/ CAB. MFR.
W1 CONCRETE GROUT
SEE 5 -1 5CHED. FOR
ADDT. INFO.
wl 4#5 VER �3 S CONC. PSOL.
@8" (411 SPLICES)
uj
U
4" CONC. SLAB w/
N GXGX I AX 1.4 wwf
_z w/ BROOM FINISH
.Ci
rd x x x x x x-
ADDT. INFO.
B Wall Section Thm Porch
SCALE: 3/4' =1' -0'
PREFABRICATED WOOD TRU55E5
@ 24" GC
518" ROOF SHEATHING -
SEE 5-1 SHEET FORADD7. INFO.
HURRICANE STRAP
TYPIL STRUCTURAL DWG.5
2' -0'
90 DEGREE CUT
FASCIA A55EMBLY:
IX242X�PT MINW
(2) 1 Gd N 8 tA. Tk 55
2' EDGE OF SLAB
t/��R101 iii 0
a =
¢esiga and Construction Shall Complywitli
the Florida Building Code Resldeatlal 2004
Elevation -Front East
SCALE: 1/4' :1' -0'
WIND LOAD PRESSURES A5CE -7102 ARCH ITECTURAUDIMEN51ONAL OR 3 -TA5 FIBERGLASS 5HINI-
unLln 1/_ 1 AP \! 0 W 5
WOOD TRUSSES -�
ATTACH PARTITIONS TO CEILING
STRIPPING OR PROVIDE 2X4 BLOCKING
DO NOT ATTACH PARTITIONS
AROUND OP'G.
DIRECTLY TO TRUSSES
I X3 WB. STRIPPING @ I G' O/C WI
1/2" GWB
PROVIDE 2X4 WOOD BLOCKING @
IXG P.T. INFILL
ALL WALL CABINET LOCATION5
•
AROUND OP'G.
CONT. FOR 2 STUDS MIN.
@34' AFF/ @84" AFF OPT. @54" AFF
COORD. w/ CAB. MFR.
FILLED CELUCONC.
COMPLY FBC 82318.1.15
TYP. ALL 505
3/1 G" X 2 -114"
SEE 5 -1 FOR LOC.5
MASONRY
°-�Z)
2X4 WOOD STUDS @ 16" O/C
ANCHORS
W/ 112" GWB EA. 51DE
Q
(USE 112" M.R. GWB IN BATH AREAS)
�D
(USE 112" CEMENTITUOU5 BD IN WET AREAS)
m
p
�z
DEPTH: I - 112' -TYP.
z
N
-9
�
U
O
USE PT 2X4(� BOTTOM
PLATE 2 r4' POWDER D7MAY.
v,
wl -1
REFER TO MFRS. NOA
FASTENERS 6w, WASHERS OR 2 114' C NAILS @ 32"-
CONCRETE FLOOR SLAB
B
MARE
°z
Up. Interior Partition N.T.S. I
P R O J E C T DATA:
DATE: 01 -30 -07
PROJECT: NEW 2 STY SFR
ADDRESS: XX)O( SW 63 TR
OWNER: Habitat for Humanity
Anne Manning, Exec. Director
305 635 -8439
REVISIONS:
SEAL
ARCHITECT OF RECORD:
PAUL W. BUCKLER
*13708
HE .
ARCHITECTURAL
2OF2
I X4 P.T. ALL
AROUND OP'G.
z
w
c
IXG P.T. INFILL
•
AROUND OP'G.
2" FROM EDGE
FILLED CELUCONC.
TYP. ALL 505
3/1 G" X 2 -114"
SEE 5 -1 FOR LOC.5
MASONRY
ANCHORS
MIN. EMBED DEPTH
1 -112'- TYP.
INTERIOR SIDE
MIN EMBED.
DEPTH: I - 112' -TYP.
�
WINDOW FASTENERS -
v,
REFER TO MFRS. NOA
o°
B
MARE
°z
•
w/ ADHE - .
w
z�
I X4 P.T. ALL
AROUND OP'G.
112' GWB on IX2 PT
@ I G' OIC -TYP.
Up. Window & Door lamb Detail N.T.S.
P R O J E C T DATA:
DATE: 01 -30 -07
PROJECT: NEW 2 STY SFR
ADDRESS: XX)O( SW 63 TR
OWNER: Habitat for Humanity
Anne Manning, Exec. Director
305 635 -8439
REVISIONS:
SEAL
ARCHITECT OF RECORD:
PAUL W. BUCKLER
*13708
HE .
ARCHITECTURAL
2OF2