6016 SW 63 ST PB-06-034-002 A2
7'-8' 3.
77
878' P�LP, CONC. COL PORCH
CONSTRUCTION ELEV.. 0'-6'.
STREET/FRONT ELEVATION TYP. OF 4
CONCRETE SLAB,
W1 BROOM FINISH."
ROOFING NOTE: (SEPARATE PERMIT REQUIRED)
Cl,
ca 12
4'-5' 3'-2' GAF ROYAL SOVEREIGN NOA #03-021904 OR EQ, 12
2,-9"
'S -2
MO M 0
V M.0 YR 3 TAB ASPHALT SHINGLES W/ 6 NAILS/SHINGLE
T #30 W/TIN CAP NAILS : 6' C/C @ LAPS & 12" C/O FIELD
j @ EA. CORNER & (2)@ EA/ TAB SEPARATION- TYP.
TRUSS CONFIG DN
5/8" ROOF SHEATHING-
BY TRUSS MANUFACT SEE S SHEET FOR ADD T. INFO. PREFABRICATED WOOD TRUSSES
MFR. TRUSS SHOP DWG's WOOD TRUSSES
@ 24' C/C
25
TO BE SUBMITTED FOR BOTH
HURRICANE STRAP
T BLDG. DEPARTMENT'S APPROVAL SEE STRUCTURAL DWG.S 5/8" ROOF SHEATHING-
HE
TYPICAL_ SEE S-I SHEET FOR ADD'T. INFO.
6'
AND PROJECT ARCHITECT'S APPROVAL J ATTACH PARTITIONS TO CEILING-----
STRIPPING OR PROVIDE 2X4 BLOCKING
90 DEGREE CUT
EGRESS EGRESS
SECONDARY MEANS OF ESCAPE: DO NOT ATTACH PARTITIONS -
`;' WOOD TRUSSES 24' C/C HURRICANE STRAP TIONS
j c�j I FASCIA ASSEMBLY:
AN OUTSIDE WINDOW OR DOOR OPERABLE SEE STRUCTURAL DWG,S DIRECTLY TO TRUSSES
-91 11'-6'
2' 1 IX2 & 2X6 P.T. MIN. W/
(2) 16D NAILS EA. TRUSS 2X6 P.T. CONT. W/ 112' DIA.- TYPICAL IX3 WB. STRIPPING @ 16' O/C
FROM THE INSIDE WIO THE USE OF TOOLS, MAINTAIN I" MIN, CLEAR FBC B06.3 WEDGE BOLTS @ 24" C/C W/-
3�3 /2' KEYS, OR SPECIAL EFFORT AND PROVIDING 112' GWB
A CLEAR OPENING OF NOT LESS THAN 20 R-30 BATT INSULATION TOP OF T�B,: 8'-2"AFF
U6 BLK'G. FOR
NOTE: ALL BEDROOMS SHALL HAVE IN CEILING-TYP. C:_II.ING STRIPPING
A SECONDARY MEANS OF EGRESS. IN. IN WIDTH & 24 IN. IN HEIGHT, AND 5�O
PROVIDE 2X4 WOOD BLOCKING
04 CR SF (GROUND FL) & 53 SF (SECOND FL) IN
;1,1 ALL WALL CABINET LOCATIONS
A2 AREA. THE BOTTOM OF THE OPENING 112' GWB ON IX3 STRIPPING
I BEDROOR131 C-TYP SHALL NOT BE MORE THAN 44 IN. ABOVE @Il O/C-TYPICAL SOFFIT: ASPHALT PAPER-BACKED CONT. FOR 2 STUDS MIN.
THE FLOOR. 2004 FBC R310 & R311 ALL INTERIOR FINISHES 2'-0' MTL, RIB LATH USE 1-1/4' TIN CAP @ 6' o/c T OPEN PORCH CEILING @34'AFF/ @84'AFF OPT, @54'AFF
TO BE SELECTED BY OWNER COORD. w/ CAB. MFR.
� T wl MIN. 112' STUCCO FIN.-TYPICAL TB REINF. PROVIDE 5/8' COX PLYWD, COMPLY FBC B2318J.15
FBC 2004 B 1816 TERMITE PROTECTION-PRIOR TO THE BUILDING FINAL SOFFIT
INSPECTION A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING -----SOFFIT VENT: 4*X22' SEE S-I SCHED. FOR !- a
EVERY CLOSET DOOR LATCH AL. SCREEN VENT AOD'T. INFO. SEE S-1 SHEET FOR ADDT. INFO.
36"SG. IX2 (mm.) PT CONT.-TYP. 90 DEGREE CUT
CONC. SLAB SHALL BE SUCH THAT CHILDREN DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE COMPLY W/ FBC 2004-R806.1 & 8061
FOLLOWING STATEMENT'
FASCIA ASSEMBLY-
7@ F.F.E. CAN OPEN THE DOOR FROM INSIDE
I 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF ATTIC VENTILATION MIN. REQUIRED: IX2 & 2X6 P.T. MIN.W/
THE CLOSET,
SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND 1500 SF / 150 SF = 10 S.F. STANDARD (2) 16D NAILS EA. TRUSS 2X4 WOOD STUDS @ 16" O/C
LAWS - - 1@1
'SHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND
TB REINF, EA. VENT@ .5 S.F. =20 VENTS REOT HOOK W/ 112" GWB EA. SIDE 1.
RB-1: 5
-------- SEE S SCHED. FOR SEE S-1 SCHED. FOR
GiC�WEI�VICES 8 VENTS LONG OVERHANG (16 TOTAL) C1
2 VENTS SHORT OVERHANG (4 TOTAL) Q!
AHU ADD7. INFO. -8° CMU WALL
UNIT @ EVERY BATHROOM DOOR SHALL BE DESIGNED ADD T. INFO.
ONLY-
A/C TO ALLOW OPENING FROM THE OUTSIDE DURING AN CONSTRUCTION ELEV.: W.-O" CATHEDRAL CEILING THIS AREA, 2#5 CORNER BARS w/ 30' LEGS @ CD
'UL' �'__NO. 9 GAUGE HORT. JOINT REINF.
EMERGENCY WHEN LOCKED. #S--EE6'1'T HIGH POINT OF CEILING @ T-011 A.F.F.AFF EA. CORNER INTERSECTIONS,
@ 16' C/C. (LADDER TYPE) EXTEND MIN. 4' INTO TC
GE HORT, JOINT REINF,
-NO, 9 GAUGE cli cl)
@ 16' C/C. (LADDER TYPE)EXTEND MIN, 4' INTO TIC
(0 clP
4 2- #5 @ 48' C/C VERT, IN
CD
#5 @ 48' C/C VERT, IN
BLOCK CELLS FILLED
LU
EWH BLOCK CELLS FILLED W1 CONCRETE GROUT USE PT 2X4 @ BOTTOM
A W/ CONCRETE GROUT PLATE W/ 2-1/4'POWDER )RIVEN U_
112,
EFF: O.�12 A FASTENERS wl WASHERS @ 36'MAX.
40 Gk OR 2-1/4* CUT NAILS @ 36' MAX
-HAND APPLIED STUCCO FINISH (1/2' MIN.)
6'-0" LIGHT TEXTURE/PAINT FINISH
CONCRETE FLOOR SLAB
c1j C!
LE)
1/2' GWB ON IX2 PT FURRING
#25 1 WASH MIN. ATTIC ACCESS: clj 112' GWB ON IX2 PT FURRING
3 112' @16" O/C-TYPICAL
x @16'O/C-TYPICAL
22'X30" FBC R807 #205 p->
00 [Row
MIN. HEADROOM
CLEAR, is 30' WALL I NSULATI ON: WALL INSULATION:-
DINING R-4.1 FOIL OR RIGID BD,TYP.
R-4,1 FOIL OR RIGID BD.TYP.
DRY
III-101 Tup. onaerior Pam
N.T.S.
2 Oil
Ln
c�
NEW 4" CONC, SLAB---
EGRESS REINF. W1 6X6 WI X W1.4 W.W.M.
878' POURED CONC. COL.--
w/ 4#5 VERT. & #3 STIRRUP
NEW 4" CONIC. SLAB @8' W@ SPLICE
�.j
SEE FOUND. PLAN S-1 FOR ADDT. INFO REINF. W/ 6X6 WI.4 X WI.4 W.W,M. -IXL�P.T. ALL
Uj
AROUND OP'G.
REAR ELEVATION
0-
VINYL FLOOR TILE FINISH _j 4'CONC. SLAB wl
VINYL FLOOR TILE FINISH OL LU
6X6XI.4XI.4 WWF 2"EDGE OF SLAB
J. WFILL
4 _x_x_X_X_ IX6 P,
x
w/ BROOM FINISH
6 0 AROUND OP'G.
�:�it;BROOM�FI*NIIS�"��',��,.'-,'�.,.-M:O;�, .,�
4-T- J
C
3'-2' 5'-5' 2'-4 4� 0.
3,-z' 6 ML, VAPOR BARRIER __M�L 6 ML. VAPOR BARRIER-� clj
�4.. �`,�! x- x- x-X_
42'-B" M.0. M.O�
WELL- COMPACTED BASE WELL-COMPACTED BASE N, 2' FROM
SEE COMPACTION NOTES SI
,:OPTIONAL FILLED CELUCONC.
L� POR 8 ARR
6 M
_zx
WIND LOAD PRESSURES ASCE-7/02 FLORIDA BUILDING CODE 2004 RESIDENTIAL 'Z v
SEE COMPACTION NOTES S1
N TYP. ALL cjIDES ii WIND V= 146 M.P.H. FBC B 310: OCCUPANCY R-3 SINGLE FAMILY (t STORY)
3/16"X 2-1/4"
SEE S-1 FOR LOGS
EXPOSURE 'C'
CATEGORY 11 FBC B TBL601: CONSTRUCTION TYPE VB-UNPROTECTED*
IFBC B TBL 602 (B): R3 NO FIRE RESISTANCE WHERE FIRE SEP. >3FT MASONRY ANCHORS
"IF3
MIN. EMBED DEPTH
IMP.= Loo FBC 9 TBL 704.8: WHERE FIRE SEP, >5FT MAX,% OPENINGS IS 25% WF-16 E -1 SCHED. FOIE e
SEE S-I SCHED. FOR�- 1-112'-TYP�
zzz", AD INFO. INTERIOR SIDE
How plan ADD'T. INFO.
ZI--l- - -------------- MIN EMBED,••
z- SCALE: 1/4'zl'-0' ;_N DEPTH: T-1/2"-TYP.
000r SCh0flVje (SEE 'GENERAL NOTES' FOR WINDOW AND DOOR DATA.) C..) WINDOW FASTENERS-
LU
Vj RI:cEH TO MFR'S, NOA
# R 0 0 M S, I Z E T Y L E HARDWARE N 0 T E S
01 FRONT DOOR 3/Ox6/8XI-314 6 PNL/INSUL/S
02 BACK DOOR 3/0x6/8x1-314 FNL/INSUL/STL FSGL.-DB/KEYED
I HARDWARE
,SGL. BWEYED SCALE: MARBLE SILL-SET
03 LAUNDRY 2/8x6184-3/8 HC/WD/FLUSH I'PASSAGE 0 wf ADHESIVE-TYP.
04 BATH 2/8X6/8XI-3/8*** HC/WD/FLUSH PRIVACY ***PER 2004 FBC R308.4 HAZ. LOC. General Door o%tuindom notes( SEE ELEVATIONS FOR WIND PRESSURES)
P
05 MASTER CLOSET 2/6x6/8 WD/LoUVER/BIFOLD N/A I. ALL EXTERIOR DOORS AND WINDOWS TO HAVE DADE COUNTY PRODUCT APPROVAL- SEE ATTACHED PA p"
06 MASTER BEDROOM 2/8x6/8xI-3/8 HC/WD/FLUSH IPRIVACY APPLICATION
07 A/C CLOSET 2/8x6/8 WD/LOUVER/B FOLD NA 2. ALL EXTERIOR OPENINGS/DOORS AND WINDOWS TO CONFORM WITH INTRUSION REQUIREMENTS, ALL NEW 1(4 P.T, ALL
E"Jindom Schedule (SEE 'GENERAL NOTES' FOR WINDOW AND DOOR DATA.) EXTERIOR DOORS AND WINDOWS SHALL MEET THE MINIMUM REQUIREMENTS OF THE 2004 FLORIDA BLDG.
08 BEDRM, 7--CL-OSET _TTG_xZ79_-_FD_/L0UVER/BIFCLD_N 7_A CODE-SECT.2411 INCLUDING BUT NOT LIMITED TO THE FOLLOWING ITEMS:
AROUND l
0_D E D I M E N S I O N T Y P E N 0 T E S ---ALL SINGLE EXTERIOR SWINGING DOORS SHALL HAVE A LOCK TO BE FROM THE EXTERIOR
(INCHES) 09 BEDROOM 2 218X618XI-3/8 -HC/WD/FLUSH -PASS - Ii2' GWB ON IX2 PT
AGE WITH A MINIMUM OF 6,000 POSSIBLE KEY CHANGES OR LOCKING AUXILIARY SINGLE DEAD BOLT WITH Ca, 16' O/C-TYP.
23 37X38 3/8 SH WHITE AL. 10 BEDROOM 3 2/8X6/8XI-3/8 HC/WD/FLUSH PASSAGE HARDENED STEEL BOLT INSERTS.
J- JJLL_jL_LL -3 7X6 3 ---ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LBS. APPLIED IN ANY
SH WHITE AL. MEETS EGRESS REQUIREMENTS 11 BEDRM. 3 CLOSET_T1_0X618 -WD/LouVER/BIFOLD_N/A _ A MOVEABLE DIRECTION AND IN ACCORDANCE WITH THE RESISTANCE STANDARDS SET FORTH IN THE CURRENT
goof plan F12_-32 26 I12X26 SH WHITE AL. OBSCURE GLASS-TEMP BLDG. CODE'. Tup. 10indow i& Door lamb Betall N.T.S.
N.T.S. A2 ---HINGES ON EXTERIOR OUT-SWING DOORS SHALL HAVE NON-REMOVEABLE PINS,
151-01 3. ALL EXTERIOR OPENINGS/DOORS AND WINDOWS TO HAVE HURRICANE PROTECTION PANELS/ FBC 9 2410 OR
OF ROOF RIDGE IMPACT RESISTANT GLASS OPTIONAL
OF ROOF RIDGE
12 12 4. ALL INTERIOR DOORS AND FRAMES TO BE PAINT GRADE FINISH,
B 5 1 11 11 11 11 5 5. ALL WINDOWS TO BE LAWSON INDUSTRIES/WHITE ALUMINUM/LIGHT GRAY TINT GLASS OR EQUAL_
A2 12 12 6, ALL BEDROOMS SHALL HAVE A SECONDARY MEANS OF EGRESS.
7. ALL CLOSET AND BATHROOM DOORS ARE TO BE OPERABLE FROM THE INTERIOR SIDE.
BALL NEW EXTERIOR DOORS & WINDOWS SHALL MEET THE MIN. REQUIREMENTS OF THE 2004 FLORIDA BLDG.
RESIDENTIAL CODE INCLUDING BUT NOT LIMITED TO THE FOLLOWING ITEMS:
L
ALL SINGLE EXTERIOR SWINGING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM THE EXTERIOR
WITH A MIN. OF 6,OOG POSSIBLE KEY CHANGES OR LOCKING AUXILIARY SINGLE DEAD BOLT WITH HARDENED
TOP OF TIE BEAM ALLOW. 344 X� F > 6� STEEL BOLD INSERTS. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300
FBC B TBL 4.8: MA�X. W. OP'G.�S 15 86 SF SF TOP OF TIE BEAM LB. APPLIED IN ANY MOVABLE DIRECTION AND IN ACCORDANCE WITH THE RESISTANCE STANDARDS SET FORTH
12' SCORE LIN FBC B TBL 704.8: MAX. ALLOW. OP'G.S 208 X 25 52 SF> 30 SF IN THE FBC R 2004 HINGES ON EXTERIOR OUT-SWING DOORS SHALL HAVE NON-REMOVABLE PINS.
ATOP OF COL
112"SCORE LINE
8'X8' POURE @TOP OF COL,
CONCRETE COL
STUCCO FIN
PAINT WHIT 1 8°X8" POURED
URRITAT FOR HUMNITY
TYP. OF A2 CONCRETE COL.
STUCCO FIN.1�1 WH USE ONLY 3X HOT DIP GALVANIZED FASTENERS OF GREATER Miffill,111C.
�0 LT. TEXT S.N. IA #8 SCREWS-2 @ EACH END/SIDE
STUCCO U ALUM.
:0 FINIRE WINDOW
TYP.
(112' MIN. THICK.)
---g:C:0:R�AT1VE WOOD RAILING N-A
DECORATIVE WOOD RAILING
4-16"H P SLAB
2X6 P.T.
H d
........... 7-
i;i RE -O`-6" H.P. SLAB
IX4 P.T.
+53 PSF +52 PSF
4 @) 4 +53 PSF 0
LION
-58 FSF -57 ps 15S MIAMI,FLORIDA 33142
15S 0 �//,
ME�d �4 'f 5L3 P�SF L PIP
FSF 5,8 15s 4 55,�3 15SF
PSF 2X2 4'O/C 1/4'DIA X 3112"MIN. 305-636-0792
RkIR ) 6N 1/1+ 0 ;� I
WIND LOAD PRESSURES ASCE-7/02
FASTENERS @ 8'O/C AGENT;ANNE MUNING,ERCUTIVIE DIRECTOR
OP ROOF RIDGE WIND V=146 M.P.H. P.T.
NORTH 9LC-VAMON tj� OF ROOF RIDGE
CATEGORY II
�21
EXPOSURE 'C' P R 0 J E C T D A T A
IMP,=1,00 12 #1 PT TYPICAL
5 DATE: JAN. 17, 2006
SHINGLES COMPLY W/ FBC 84402.7.
�2 12 PROJECT NEW SFR
ADDRESS: 59XX SW 63 ST
P.T. OWNER: Habitat for Hurnarifty
1 4- Anne Manning, Exec. Director
-9_t1X1
9
TOP OF SLAB
4 305635-843
0 DROP'PICKET AS NOTED. REVISIONS:
TOP OF TIE BEAM
FBC B TBL 704.8: MAX. ALLOW, OP'G.S 208 x .25 52 SF> 30 SF
TOP OF TIE BEAM
ISOLATE OR SEAL BASE.
If
FBC B TBL 704.8: MAX. ALLOW. OP'G.S 344 x .25 86 SF > 67 SF cm
NOTE: A SEPARATE
i[1/2 SCORE LINE A
_�TOP OF COL. PERMIT AND PRODUCT
COL
0 P='OOF
40
LT. TEXTURE APPROVAL WHEN
878' POURED STUCCO FINISH APPLICABLE, IS SECTION ELEVATION
CONCRETE COL. (112' MIN, THICK.) 1H SEAL
STUCCO FIN. REQUIRED FOR THE
PAINT WHITE
TYP. OF 4 FOLLOWING ITEMS: ll�necovallue Railing Defffil
STORM SHUTTERS, WOOD
SCALE: 3/4'=I'-O"
TRUSSES, DOORS, WH. ALUM.
WINDOWS tu SEE TYP. B ,=TERE S.H. WINDOW 11
ST!bCCOXT'
TEXTURE
IS
8 FENCES DETAIL @ RIGHT FINISH TYP�
FOR ALL EXTERIOR MI . THICK.)
C
(112'MIN. THICK.)
0'-6'H.P, SLAB DOORS WINDOWS
-0'-6'H.P. SLAB OWN and COUStrUCHOR Shall COMPOU U11h
4 �181 11F 53 PSF The Florida Building Code ReSideU1181 2004
Li
-5 FSF 15$F 5sF 4 Vill [-J)E�IAJION
NEE] 1' -58 FSF 4 +53 PSF _j ARCHITE-OT OF RECORD� ARCHITECTURAL
15S PAUL W,BUCKLER
N
� I' I r, L,�VN I,, ,
TYP.�F
-58 PSF
(�;oor� aevA-70 2 OF 6