00-0479-003 25-4"
a.
4„ 8'-0" 8' 8" 8'-0" 4"
A2
12
� - - - - -
6
ROOFING NOTE: +n=
#30 w/ TINCAP NAILS 6" c/c @ LAPS & 12' c/c Field
8°X12" POURED PORCH
25 yr 3 Tab Asphalt Shingles w 6 nails shingle
CONCRETE COLUMN CONSTRUCT. EL. -0'-6" ? ,
TRUSS NFIGURATION (1) @ ea. corner & (2) � ea. tab separation-typ.
TYP. OF 4
I BROOM FINISH BY TRU MANUFACTURER.
MFR, T U SHOP DWG.S
CONCRETE SLAB
00 TO B
THHEBL B DEPARTMENT'S O
ENT'S A RROVAL t
3'-4" 5'-1" 3'-2" 12'-8" 3'-2" 3'-3" 8" AND PROJECT ARCHITECT'S PROVAL
masonary op g. masonary op g., masonary op g. masonary op'g.
12
#24 #24 12 5/8" CDX ROOF SHEATHING-TYP. SEE SEC TIDN @LEFT FOR GEN RAL 14
#24 o1 O O
�4 -8d ALL EDGES 4"NAILS /C TYP, NOTES
_m � 1/2" CDX PLY w 8d
COMMON NAIL 4" 0.C. EMCO TAPL16 w/
EGRESS EGRESS EMCO TAPL16 w/ TO VERT. TRU S ME BERS- (5) 16d IN STRAP &
TRUSS CONFI TION (7) 16d IN STRAP & TRUSS MFR. T PRO IDE VE (4) 10d IN SEAT
\ 3 1/2" 11'-4 1/2" BY TRUSS MANUFA R. DADEICOOUNTY PRODUCT CONTROL N0. 95-0818.11
( ) MEMBERS @24 /C ALO
M 10 I T'ORBE SUBMIT ED FOR BOTH
PLYWD. EDGES
\ THE BLDG, DEPARTMENT'S APPROVAL FASCIA ASSEMBLY:
AND PROJECT ARCHITECT'S APPROVAL 1X2 & 2X6
NOTE: ALL BEDROOM wlNOOws R-30 BATT INSULATION TOP OF T.B.: 8'-2" AFF
' O MEET MEANS OF EGRESS REQ. w N N `o IN CEILING-TYP. • •
I o #24 N n `o
\ LIVING �_ w o • •
° FIRE STOP: SOFFIT: 1X2 PT WD.STRIPPING @16" 0/C
E CONSTRUCTION EL. 0'-0" I E 1X4 CONT.-TYP.
FOR FIN H FLOOR ELEV. SEE A-t SEE s A-2 PAPER-BACKED MTL. w/ PAPER-BACKED MTL. LATH 2'-0"
FOR T WALL N 1/2" GWB ON 1X3 STRIPPING • • /
SE, ION �_ 09 @16" 0/C-TYPICAL 2 -O TYP CAL STUCCO FIN. • • w STUCCO FIN.
\ CEILINGS TO BE 'POPCORN' OFFIT VENT: 4"X22"
BR. 1 11 as BR. 2
a FINISHED AL. SCREEN VENT
B-1: 8X12 CON
@ 48" o/c-TYPICAL 2 #5 TOP & 2 #5 BOTTOM
WALL INSULATION: PROVIDE (1) DTC STRAP @ 48" c/c
R-4.2 RIGID BD.TYP. 6 E STIRRUP @ . c c
R-5 WALL ASSEMBLY X12 TIE BEAM w/2 #5 TOP, TO VERT. TRUSS MEMBERS @ EA END & BAL. @ 12"
" 2 5 BOTTOM & 4 3 @ 12" EE, (4) 10d @ SEAT & (9) 10d @STRAP HOOK TOP BARS @ ENDS
# #
o ahu DADE COUNTY PRODUCT APPROVAL # 94-0328.02
I BAL. @ 48"c/c. ALSO 2 #5 IF SPLICE REQ D.-SPLICE
TOP BARS @ MIDSPAN &
ADA ACCESS CORNER BARS w/ 30" LEGS @
BOTTOM BARS @SUPPORTS
03 oa 06
112" GWB ON 1X2 PT FURRING EA. CORNER & INTERSECTIONS.
F- @16" O/C-TYPICAL
- os MIN. 24" LAP SPLICE
LINE OF / N - - - -3 ewh I 31/2" 2'-4" 31/z" 4'-1"
CEILING \
ABOVE Ref. �
� HAND APPLIED STUCCO FINISH
/ 22"x36" LIGHT BATH 1 a LIGHT TEXTURE/PAINT FINISH
attic 1/p' 7. 0„ �ccessJ
3 1/2" 6'-1 3 1/2" 5,_3.. 5 112" 11'-6" 8'X8" POURED CONC. COL.
61 "
U w/ 4#5 VERT. & #3 STIRRUPS
o / O I O > � 0 1#5 IN GROUTED CELL @8" (4"@ SPLICES)
in o #24 KITCHEN °co SEEHSOKFOR LBOC.S
c / O O w
0
N
E LINE OF o E
wash V-3' co
ABOVE
o 0
M I ❑❑ 2'_I6' LAUNDRY BR, 1 M
WING dryer EGRESS
�� #24 #23 02 H32 #24 m
hhort jt, w/ ladder-type
reinforcing
C ng @
16" o/c-typical SEE SECTION @ LEFT FOR GENERAL �
8" 3'-3" 3'-2" 4'-0" 3'-2" 6'-3" 3'-4 1'-0' 2'-4" 8'-0" S-2" S 3" NOTES
' - •
masonary op g. masonary op g. masonary op g m.o. cond.unit
48X132 CONC SLAB vinyl floor the finish
48 BAR DIA. LAP SPLICE 48 BAR DIA. LAP SPLICE
A A2 w/ BROOM FINISH 42'-4" 4" CONC. SLAB w/ 8" TE w/ 1 #5
6X6X1.4X1.4WWF 4
x x x x slope grade away x-x x x w/ BROOM FINISH - CONTINUOUS
from structure CJ ,., 0
6 ml, vapor barrier X X x x x x x -mow
1l CSh JSLL ` �, ,; 6 ml vapor barrier >
SCALE: 1/4" : 1'-0" well-compacted base
well-compacted base SEE COMPACTION NOTES S1 v
SEE COMPACTION NOTES S1 o J
.. I 0 ,��
Wdow ,gchedu e 12"x1 g continuous concrete 12"x16" Continuous concrete
�v 1111l11111t1 YYVV l wind pressures for doors 8c windows ASCE 7-88 footing @4 " o. cony. & #4 footing @4 " o. cony. & #4 z
# Dimensions Type Notes V=110 mph +/- 1.05 h=15' K=P.B ��e transv. @48" o.c.-typ.
tronsv. @48" o.c.-typ.
3'-0"X3'0"X1 -0 CONC.
23 37X 3 SH WHITE AL. 5/30 r-�
24 37 56 5/30 SH WHITE AL. MEETS EGRESS REQUIREMENTS qZ 0.00256x0.8x(110x1.05)2 FTG. w/ 3 #5 E.W. TOP
qZ a 27.32
1 &
1/2(H)32 26 2X2 OBSCURE GLASS BOTTOM
AtOb <10 sf: +GCp,/5+1.4 p=1,65x27.32=+45.08psf
*ALL WINDOWS TO RECEIVE HURRICANE SHUTTERS • • •
-GCp, =-1.5 p=1.75x27.32=-47.81psf J
_ -GCp,/5-2.0 p=2.25x27.32=-61.47psf �,.
NOTE/CHAPTER 36 COMPLIANCE: y� °
ALL NEW EXTERIOR DOORS AND WINDOWS SHALL MEET THE MINIMUM REQUIREMENTS OF THE Atrrb <1 5 Sf: +GC =+1.35 p-1.60x27.32=+43.71 psf ecdon ������� -
SOUTH FLORIDA BUILDING CODE-LATEST EDITION 1994/ADDENDUM #5-CHAPET 36/SECURITY, -GC'4 =-1.45 p=1.70x27.32--46.44psf ����
INCLUDING BUT NOT LIMITED TO THE FOLLOWING ITEMS: -GC =-1.90 p-2.15x27.32=-58.74psf SCALE. 3/4 1 0' `
SECTION 3603.2(o)(1)&(2), (b)(1)(2)(3)(5)(6)&(7), (d)(1)&(2), including: p4/5 SCALE: 3/4' 1'-0 "
ALL SINGLE EXTERIOR SWINGING DOORS SHALL HAVE A LOCK TO BE KEY-OPERATED FROM A <20 sf: +GC =+1.32 1.57x27.32-+42.89 sf
THE EXTERIOR WITH A MINIMUM of 6,000 POSSIBLE KEY CHANGES OR LOCKING OR LOCKING ib - p4/b P P •
AUXILIARY SINGLE DEAD BOLT WITH HARDENED STEEL BOLT INSERTS. -GCp, =-1,42 p-1.67x27.32--45.62psf
ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LB GC,, =-1.85 p=2.10x27.32=-57.37p5f
D��� ������ � See General Notes below Schedule for windo s and id'e'ors.
APPLIED IN ANY MOVABLE DIRECTION AND IN ACCORDANCE WITH THE RESISTANCE STANDARDS /5
SET FORTH IN THE SFBC.
HINGES ON EXTERIOR OUT
-SWING DOORS SHALL HAVE NON-REMOVABLE PINS. # Room Size Style Hardware Notes
01 Front Door 3/Ox6/8x1-3/4 6 pnl/insul/stl Sol. DB/Keyed Stanley PC#99-0920.04
SECTION 3604.6 (a)(b) n _
02 Side Door 3/Ox6/8x1-3/4 6 pnl/insul/stl Sql. DB/Keyed Stanley PCW99 092D.04
0 03 Laundry 2/8x6/8x1-3/8 HC/WD/Flush Passage "-
z 04 Both 1 2/6x6/8x1-3/8*** HC/WD/Flush Privacy ***ADA per FAC 4.22.2 (1) exception
°s 05 Bedroom 1 2/8x5/8x1-3/8 HC/WD/Flush Pnvocy
aslpniria eaolp7sdi1\}lodgao d
06 Bedrm 1 Closet 2/6x6/8 WD/Louver/Bifold n o
12 07 A/C Closet 2/0x6/8 WD/Louver/Bifold n/a
08 Bedroom 2 218x6/8x1-3/8 HC/WD/Flush Passage
12 1x4 PT Og Bedrm 2 Closet 4/0x6/8 WD/Louver/Bifold n/a --
61 A A2 �6 ALL AROUND 1t Bedroom 3 2 8x6/8x1-3 8 HC/WD/Flush
a�
10 Bedrm. 3 Closet 4 0x6 8 WD Louver Bifold n o
Passage
12
ANCHORS General Door & Window Notes: •
12 14 ANCHORS
1. All exterior doors & windows to have Dade County Product Approval-See attached PA aDplicatlon
41 Toe 2. All exterior openings/doors & windows to conform with SFBC Chp. 36/Intrusion req.s. "PSF 3. All exterior openings/doors & windows to have hurricane protection panels-opt. impact res. glass,
112" SCORE LINE o
@END OF BEAM 4. all interior doors and frames to be paint grade finish.
WH. ALUM. 4 ±47.88 PSF SEE TYP. JAMB 6. All bedroom windows to meet egress req.s/SFBC Chp. 3111.2 (b)
S.H. . ALUM. 5. All windows to be Lawson Industries/white alum. light gray tint glass. �+
DETAIL @RIGHT �
TYP. 4 +45.08 PSF FOR ALL EXT.
WINDOWS & DOORS
SEE TYP. JAMB -47.81 PSF
DETAIL @ RIGHT
FOR ALL EXT. \ O 0
WINDOWS & DOORS H32 +43.71 PSF EGRESS 1n 4 +43.71 PSF +43.71 PSF 4 a
#23 -46.44 PSF 4 I / -46.44 PSF -46.44 PSF >_
+43.71 PSF I�
4 -46.44 PSF
#24 / 4 F�+4 2.89 PSF 5.62 PSF " FFE
-0'-6" H SLAB HABITAT FOR HUMANITY
OF GREATER MIAMI, INC.
9350 S. DADELAND BOULEVARD
v n SCALE: 1/4" 1'-0" E l 0a t R n o SCALE: 1/4" 1'-0' T " WIlnd®w/D®®r JBbs MIJAMI, FOLORIDA 33156
305-670-2224
NTS
AGENT: Anne Manning, Executive Director
12 rBI 12
-�6 A2 6 1/2" GWB T 1X3 STRIPPING BUCKLER ARCHITECTS
@16" O/C-TYP. @ CLG.
+42.89 PSF 1 2 12 asphalt/fiberglass shingles USE (2) 8d @ EVERY TRUSS IW Madeira Avenue Suite 1l Coral Cables, Florida 33134
4 -45.62 PSF 14 4 - PROVIDE 2X4 WD. BLK'G. (305) 442-8410 Fax"2-6757 1Bucalrc@A0L.Q.c m
@ ALL WALL MTD. CABINETS-TYP,
T.O.B. VERIFY HGT. W/ CABINET INSTALLER off{}
SEE TYP. JAMB is �®'ect Data:
DETAIL @ RIGHT 2X4 STAGGERED FIRE STOP �Y
+43.71 PSF FOR ALL EXT,
4 8"X12" POURED WINDOWS & DOORS
@MID-SPAN Site Address: 6039 SW 63th Terrace, South Miami, Florida
-46.44 PSF CONCRETE COL.
TYP. ALL INT. PARTITIONS Work Description: New One Story Single Family Residence
STUCCO FIN, Property Owners: HABITAT FOR HUMANITY OF GREATER MIAMI, INC. 305-670-2224
PAINT WHITE
FE:1
It. text. . 1/2" GWB on 2X4 WD. STUDS Architect of Record: Paul W. Buckler AR13708
stucco fin. TYP. OF 4
EGRESS 4 +43.71 PSF +43.71 PSF 4 Revisions
ry EGRESS EGRESS EGRESS @ 16" 0/C-TYP. Project Date: 3-31-00
/ +43.71 PSF -46.44 PSF -46.44 PSF 5/30/00
co
I�
5 -58.74 PSF USE PT 2X4 @BOTTOM
#24 #24 PLATE
+43.71 PSF 24 #24 O It. text.
#24 -46.44 PSF 4 O O stucco fin.
0'-0" FFE
w ' 1 � y
of 2
CMTECTURAL FL®® PLAN & ELEVATIONS A-2
-0'-6 H.P. SLAB
e v (a n (3 u h SCALE: 1/4" V-O" V no a n SCALE: 1/4"
i ��