00-0479-001 4" 8'-0" 8' 8" 8,-0" 4„
A2
12
- - - �6
- - - -
PORCH ROOFING T CAP olL Shin les w 6 nails/shi
8"X12" POURED #30 w/ TINCAP LS e l2 c,c Field
CONCRETE COLUMN CONSTRUCT. EL. -0'-6"
25yr3 a p g /
TRUSS NFIGURATION (1) ea. corner & (2) ea. tab separatior-iyp.
TYP. OF 4
I BY TRUS, MANUFACTURER.
BROOM FINISH
: CONCRETE SLAB
� T'ORBE U BMTTOD ORGBOT
THE BLDG. DEPARTMENT'S ADRROVAL
2 1" 3'-2" 5_1" S_4" 5'-1" S_2" 12'-8" 3'-2" 3'_3" 8"
8 AND PROJECT ARCHITECTS ROYAL
masonary op g. masonary op g. mosonory op g. masonary op'g.
12
#24 o1 #2a #24 12 5/8" CDX ROOF SHEATHING-TYP. SEE
0
4 8d COMMON NAILS @ 6 0 C NOTES
EC I N @LEFT FOR GEN RAL �4
a AT ALL EDGES 4' 0/C-TYP.
m 112" CDX PLY w 8d
COMMON NAIL 4" O.C. -
EGRESS EGRESS EMCO TAPL16 w/ TO VERT. TRUSS MEMBERS- (5)-6d TId STRA( &
TRUSS CONFI TION (7) 16d IN STRAP & TRUSS MFR. TO PRO ODE VE (4) 1 O IN SEAT
\ 3 1/2" 11'-4 1/2" 4'
:2" 1" 3 1/2" 11'_4 1/2' BY TRUSS MANUFA R. (4) 10d IN SEAT MEMBERS @24 /C ALO 1 . M MFR. TRUSS SHOP DWG.S DADE COUNTY PRODUCT CONTROL N0. 95-0818.11 `
10 I TO BE SUBMITTED FOR BOTH
PLYWD. EDGES
THE BLDG, DEPARTMENT'S APPROVAL
FASCIA ASSEMBLY:
S APPROVAL
AND PROJEC T ARCHITECT'S 1X2 & 2X6
NOTE: ALL BEDROOM WINDOWS I Cn R-30 BATT INSULATION TOP OF T.B.: 8'-2" AFF
'N o MEET MEANS OF EGRESS REQ. IN CEILING-TYP. • , w yaz A
LIVING �_ w o FIRE STOP: •
CONST UCTION EL. 0'-0" E 1X4 CONT.-TYP. SOFFIT:_ELEV FOR FIN H FLOOR 0-0 SEE A-1 SEE A-2 I PAPER-BACKED MTL. 1X2 PT WD.STRIPPING @16" 0 C
P - ACKED MTL. LATH 2'-0"
FORT WALL
ICN 1/2" GWB ON 1X3 STRIPPING 2 -0 LATH w/ STUCCO FIN. 1 0 IN -w
sE ION 09 / • • TYPICAL " • '�
@16" O/C-TYPICAL tsA
CEILINGS TO BE 'POPCORN' OFFO T VENT: 4"X22" • ��
BR. 1 11 08 BR. 2 FINISHED 1 B-1: 8X12 CONC. BM.
AL. SCREEN VENT
@ 48" o/c-TYPICAL
2 #5 TOP & 2 #5 BOTTOM
\ WALL INSULATION:
R-4.2 RIGID BD.TYP. PROVIDE (1) DTC STRAP @ 48" c ;,yr 6,J,4 TI tP @ 4" c/c
R-5 WALL ASSEMBLY X12 TIE BEAM w/2 #5 TOP, TO VERT. TRUSS MEMBERS 3 , ,",� • �� .a �A BAL. @ 12"
(4) 10d @ SEAT & (9) 10d @STRAP w HOOTC'TORS @ ENDS
2 #5 BOTTOM & 4#3 @ 12" EE, DADE COUNTY PRODUCT APPROVAL # 94-0328.02
a onu IF SPLICE REQ'D.-SPLICE
BAL. @ 48"c/c. ALSO 2 #5
03 ADA 04CESS M 1 2" GWB ON 1X2 PT FURRING CORNER BARS w/ 30" LEGS @ TOP BARS R MIDS UP &
os / EA. CORNER & INTERSECTIONS. BOTTOM BARS @SUPPORTS
F- - os @16" O/C-TYPICAL MIN. 24" LAP SPLICE
LINE OF / N - - - ewh I I 31/2' 2'-4" 3 4'-l"
CEILING \
ABOVE Rei. �
/ I 22"x36"I °1 HAND APPLIED STUCCO FINISH
attic BATH 1 LIGHT TEXTURE/PAINT FINISH
/ 112 7'-0" LaccessJ 3 1/2• 5'-3" 5 1/2" 11'-6"
31/2" 6'-1" a, 8"X8" POURED CONC. COL.
o / 0 1 0 V w , @8" (4"@ SPLICES)
a w/ 4#5 VERT. & #3 STIRRUP
V) o 1#5 IN GROUTED CELL
#24 KITCHEN o w/ HOOK @ T.B.
o h ° SEE S-1 FOR LOGS
N 0 0 W N
p / 0 0
N
E LINE OF o
wash
ABOVE o a
I L �
216• LAUNDRY
° BR. 1
I '/IN I N G 0 0 dryer EGRESS
3 .,
00
oo\
8" cmu w/ ladder-type
#24 #23 02 H32 #24 hort, jt. reinforcing @
16" o/c-typical SEE SECTION @ LEFT FOR GENERAL
8" 3'-3" S-2" 4'-0" S-2" 6'-3" 1'-0' 2'-4" 8'-0•' 3'-2" 3'-3"
NOTE
3'-4"
masonary op g. masonary 3159. masonary op g. M.C. cond.unit
4BX132 CONC SLAB vinyl floor the finish 48 BAR DIA. LAP SPLICE
• A 48 BAR DIA, LAP SPLICE
A2 w/ BROOM FINISH 42•_4" 4" CONC. SLAB w/
6X6X1.4X1.4WWF 8" TE w/ 1 #5
x x x x slope grade away x-x x x w/ BROOM FINISH CONTINUOUS
� � � � �r
from structure CJ -
1 �r, 6 ml. vapor barrier N 6 rr 1. vapor barrier X x x x x x x of
UJ
>
SCALE. 1/4" 1'-0" \ / well-compacted base well-compacted base -- °
_
SEE COMPACTION NOTES 51 SEE COMPACTION NOTES S1
O J
O
\j�( ndow Scheduaie 12"x1 g continuous concrete 12"xng continuous concrete
��`J`��% ll� f� footing w/ 2#5 Cont. & #4 footing w/ 2#5 Cont. & #4 Z
# Dimensions Type Notes transv. @48" o.c.-typ.
�� transv. 048" o.c.-typ. 3'-0"X3'0"X1'-0" CONC.
--��
23 37X38 3/8 SH WHITE AL. r-�
24 37X50 BOTTOM
5/8 SH WHITE AL. MEETS EGRESS REQUIREMENTS -
1/2(H)32 26 1/2X26 SH WHITE AL. OBSCURE GLASS FTG. w/ 3 #5 E.W. TOP &
*ALL WINDOWS TO RECEIVE HURRICANE SHUTTERS
NOTE/CHAPTER 36 COMPLIANCE: WO ������� WzRR Sects' �o� �� Parch
h
ALL NEW EXTERIOR DOORS AND WINDOWS SHALL MEET THE MINIMUM REQUIREMENTS OF THE ll
SOUTH FLORIDA BUILDING CODE-LATEST EDITION 1994/ADDENDUM #5-CHAPET 36/SECURITY,
INCLUDING BUT NOT LIMITED TO THE FOLLOWING ITEMS:
SCALE: 3/4" 1'-0" SCALE: 3/4" 1'-0"
SECTION 3603.2(a)(1)&(2), (b)(1)(2)(3)(5)(6)&(7), (d)(1)&(2), including:
ALL SINGLE EXTERIOR SWINGING DOORS SHALL HAVE A LOCK TO BE KEY-OPERATED FROM
THE EXTERIOR WITH A MINIMUM OF 6,DDO POSSIBLE KEY CHANGES OR LOCKING 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 LB
APPLIED I �°
N ANY MOVABLE DIRECTION AND IN ACCORDANCE WITH THE RESISTANCE STANDARDS D��J1 � � � � See General Notes below Schedule for windows and doors.
T # Room Size Style Hardware Notes
SET FOR H IN THE SFBC.
HINGES ON EXTERIOR OUT-SWING DOORS SHALL HAVE NON-REMOVABLE PINS.
01 Front Door 3 0x6 8x1-3 4 6 nl insul stl S I. DB Ke ed Stanley PC 06'1
SECTION 3604.6 (a)(b)
02 Side Door 3 0x6 8x1-3 4 6 nl insul stI S I. D Ke e
0 03 Laundry 2 8x6 8x1-3 8 HC WD Flush Passage -
z 04 Bath 1 2/6x6/8x1-3/8*** HC/WD/Flush Privacy ***ADA per FAC 4.22.2 (1) exC ,Ion
'V'
CL 05 Bedroom 1 2/8x6/80-3/8 HC/WD/Flush Privacy
zelpnida aaolpis0\JIodg2D 06 Bedrm 1 Closet 2/6x6/8 WD/Louver/Bifold n
12 12 07 A/C Closet 2/0x6/8 WD/Louver/Bifold n/a
6 2 I6 -1x4 PT 08 Bedroom 2 2/8x6/8x1-3/8 HC/WD/Flush Passage
A A2 ALL AROUND 09 Bedrm. 2 Closet 4/0x6/8 WD/Louver/Bifold n/o
10 Bedrm, 3 Closet 4 0x6 8 WD Louver Bifold n a
3/16"x2-1/4"
11 Bedroom 3 2 8x6/8x1-3/8 HC/WD/Flush Passage
12 MASONARY
ANCHORS General Door & Window Notes:
12 �4 1. All exterior doors & windows to have Dade County Product Approval-See attached PA application
4 ToB W 2. All exterior openings/doors & windows to conform with SFBC Chp. 36/Intrusion req.s.
1/2" SCORE LINE 3. All exterior openings/doors & windows to have hurricane protection panels-opt. impact res. glass,
@END OF BEAM ° 4. all interior doors and frames to be paint grade finish.
4 +45.08 PSF SEE TYP. JAMB 5. All windows to be Lawson Industries/white alum./light gray tint glass.
S.H. WINDOW -47.81 PSF 4
WH. TYP DETAIL @ RIGHT IT
+45.08 PSF FOR ALL EXT.
U 6. All bedroom windows to meet egress req.s/SFBC Chp, 3111.2 (b)
WINDOWS & DOORS o
SEE TYP. JAMB -47.81 PSF
DETAIL @ RIGHT
FOR ALL EXT. `i
WINDOWS & DOORS
EGRESS ro +43.71 PSF +43.71 PSF �
+43.71 PSF
°z
4
#23 -46.44 PSF 4 1z -46.44 PSF -46.44 PSF]i
+43.71 PSF
4 -46.44 PSF #24 #24 #24
#24 /
GF+42.89 PSL.62 PSF °'-G" FFE
-0'-6" H.P. SLAB HABITAT FOR HUMANITY
OF GREATER MIAMI, INC.
�(JJ o e V z t TL o n o E Iz a SUIT S. DADELAND BOULEVARD
P V SCALE: 1/4" 1'-0" SCALE: 1/4" 1'-0" Typ° Wt111`idcw/Door Jambs b SUITE 200
1U1ll V. MIAMI, FLORIDA 33156
NTS 305-670-2224
AGENT: Anne Manning, Executive Director
12 B 12
16 A2 6� 1/2-" GWB 1X3 STRIPPING BUCKLER ARCHITECTS
@16" O/C-TYP. @ CLG.
+42.89 PSF asphalt/fiberglass shingles USE (2) 8d @ EVERY TRUSS 103 Madeira Avenue Suite I Coral Gabhes9 1I"hofida 33 34
4 -45.62 PSF 1- 14 4 -PROVIDE 2X4 WD. BLK'G. (305) 442-8410 Fax 442-6757 13ucarc@AGL.Com
@ ALL WALL MTD. CABINETS-TYP.
T.O.B. VERIFY HGT. W/ CABINET INSTALLER
SEE TYP. JAMB
+43.71 PSF DETAIL @ RIGHT ®i��� Data.
FOR ALL EXT. 2X4 STAGGERED FIRE STOP
4 8"X12" POURED WINDOWS & DOORS @ MID-SPAN Site Address: 6039 SW 63th Terrace, South Miami, Florida
-46.44 PSF TYP. ALL INT. PARTITIONS
CONCRETE COL.
STUCCO FIN.
It. text. �I PAINT WHITE � � � � Work Description: New One Story Single Family Residence
N stucco fin. /l TYP. OF I EGRESS 1/2" GWB on 2X4 WD. STUDS Property Owners: HABITAT FOR HUMANITY OF GREATER MIAMI, INC. 305-670-2224
�\ / I EGRESS Architect of Record: Paul W. Buckler AR13708
4 +43.71 PSF +43.71 PSF 4 @ 16" O/C-TYP. Project Date: 2-28-00
ro E RESSv EGRESS / \
+43.71 PSF -46.44 PSF -46.44 PSF IL �I
Revisions:
-57.20 PSF USE PT 2X4 @ BOTTOM
+43.71 PSF 24 #24 #24 It. text. #24 PLATE %
�4 4 # O stucco fin.
-46444 PSF 0
0'-0" FFE
- -0'-6" H.P. SLAB
:' �C��`II7�FCC IIFI[.s®®IIS 111?'IL� & ELEVATH®NTH A-2 of 2
V 5e �U/ Lill V �/ li' 'sal SCALE: 1/4" SCALE: 1/4"