00-0478-003 25'-4"
4" 8'-0" 8'-8" 8'-0" 4„
A2
- - - - - - 12
16
8"X12" POURED PORCH
ROOFING NOTE:
CONCRETE COLUMN CONSTRUCT. EL. -0'-6"
TYP. OF 4 #30 w/ TINCAP NAILS 6" c/c ® LAPS & 12" c/c Field
25 yr 3 Tab Asphalt Shingles w/ 6 nails/shingle
BROOM FINISH TRUSS NFIGURATION (1) 0 ea. corner & (2) ® ea. tab separation-typ.
100 CONCRETE SLAB - - BY TRUSS MANUFACTURER.
MFR. TRUSS SHOP DWG.S
TO BE SUBMITTED FOR BOT
8" 2'-1" 3'-2" 5'-1" 3'-4" 5'-1" 12'-8" 3'-2" THE BL DEPARTMENT'S A OVAL
masonary opg. masonory op g. masonary op g. masonary op'g. AND PROJECT ARCHITECT'S ROYAL
#24 I 01 #2a #24
12 5/8" CDX ROOF SHEATHING-TYP. SEE SEC I N @ LEFT FOR GEN RAL 12
4 8d COMMON NAILS @ 6 O C 4
0 AT ALL EDGES 4" O/C-TYP. NOTES I
1/2" CDX PLY w 8d
EGRESS EGRESS COMMON NAIL 4" O.C.
TRUSS CONFI TION EMCO TAPL16 w/ EMCO TAPL16 w/
(7) 16d IN STRAP & TO VERT. TRU S MEMBERS- (5) 16d IN STRAP &
\ 3 1/2" 11'-a 1/2" a 2' 1' 3 1/2" 11 _4 1/2" � BY TRUSS MANUFA R. (4) 10d IN SEAT TRUSS MFR. T PRO IDE VE (4) 10d IN SEAT
M 10 I MFR. TRUSS SHOP DWG.S DADE COUNTY PRODUCT CONTROL NO. 95-0818.11 MEMBERS @24 /C ALO
TO BE SUBMITTED FOR BOTH PLYWD. EDGES
THE BLDG. DEPARTMENT'S APPROVAL FASCIA ASSEMBLY:
AND PROJECT ARCHITECT'S APPROVAL 1X2 & 2X6
° \ NOTE: ALL BEDROOM WINDOWS o°
v, R-30 BATT INSULATION TOP OF T.B.: 8'-2" AFF
`' #24
MEET MEANS OF EGRESS REO. w N ' IN CEILING-TYP.
i o
N II LIVING N o
_h CONSTRUCTION EL. 0'-0° M I w E 1X4 CONT.STOP:
TYP. • SOFFIT:
FOR FIN H FLOOR ELEV. SEE A-1 SEE S A-2
FORT . WALL I PAPER-BACKED MTL. 1X2 PT WD.STRIPPING @16" 0/C
SE lON I o9 112" GWB ON 1X3 STRIPPING 2'-0" LATH w/ STUCCO FIN. w/ PAPER-BACKED MTL. LATH 2'_0"
\ a @16" O/C-TYPICAL TYPICAL w/ STUCCO FIN.
CEILINGS TO BE 'POPCORN'
R. 1 11 I as BR. 2 FINISHED OFFIT VENT: 4"X22"
\ o N AL. SCREEN VENT
\ WALL INSULATION: @ 48" o/c-TYPICAL 2 #5 TOP & 2 #5 BOTTOM
M o7 - - - R-4.2 RIGID BD.TYP. PROVIDE (1) DTC STRAP @ 48" c/c B-1: 8X12 CONC. M.
o � 0 R-5 WALL ASSEMBLY X12 TIE BEAM w12 #5 TOP, TO VERT. TRUSS MEMBERS 6 E STIRRUP @ . c12
@ EA END & BAL. @ 12"
anu 2 #5 BOTTOM & 4#3 @ 12" EE, (4) 10d @ SEAT & (9) 10d @STRAP
BAL. @ 48"c/c. ALSO 2 #5 DADE COUNTY PRODUCT APPROVAL 1 94-0328.02
CORNER BARS w/ 30" HOOK TOP BARS @ENDS
ADA ACCESS IF SPLICE REO'D.-SPLICE
03 Da LEGS @ TOP BARS @ MIDSPAN &
F_ - os 06 1/2" GWB ON 1X2 PT FURRING EA. CORNER & INTERSECTIONS. BOTTOM BARS @SUPPORTS
LINE OF - - - - ewh 0 31/2- 2'-4" 31/2• 4'-1" @16" O/C-TYPICAL MIN. 24" LAP SPLICE
CEILING
ABOVE
/ +
_ I _ I ottic36 I BATH 1 � HAND APPLIED STUCCO FINISH
/ 31/2" 6'_1• 112 7.-0- 2t
7'-0- 31/2' 5'-3" 5 112" 11'-6" LIGHT TEXTURE/PAINT FINISH
O I O \ N o,
0
n
N / GROUTED CELL 4 POURED O
o KITCHEN w% HOOK w/ #5 VERT & #3 STIRRUPS
o SEE S-1 FOR LOC.S @8" (4"@ SPLICES)O w
E LINE OF E
- rAPINFT wash ao
/ ABOVE v
o n
INNING I �� 21I6" LAUNDRY P BR. 1
dryer EGRESS
_ #24 #23 02 H32 O
#24 8" cmu w/ ladder-type
hort. jt. reinforcing @
8" 3'-3" S-2" 4'-0" 3'-z" 6'-3" 3•_q^ 1'-0' 2'-4" 8'-0" 3'-2" 3'-3" 16" o/c-typical SEE SECTION @LEFT FOR GENERAL
masonary op g. masonory op g. mosonary op g. m.a. cone.un11 NOTES
48X132 CONC SLAB vinyl floor tile finish
A A2 w/ BROOM FINISH 42•_4" 48 BAR DIA. LAP SPLICE 48 BAR DIA. LAP SPLICE
4" CONC. SLAB w/
x x x x from grade
traucturre ay x-x x x CJ 6X6Xl.4Xl.4WWF M4FINISH CONTINUOUIS #5
l 6 ml. vapor barrier _ iv 6 ml. vapor barrier x x x x x x x
SCALE: 1/4" 1'-0" \
well-compacted base well-compacted base to o SEE COMPACTION NOTES S1
�R 7mduw Sch(5d l�S R5. SEE COMPACTION NOTES S1
�y� 12"x16" continuous concrete o
footing w/ 2#5 cont. & #4 12"x16" continuous concrete 0
Dimensions Type Notes wind pressures for doors & windows ASCE 7-88 footing w/ 2#5 coot. & #4 z
transv. 948" o.c.-typ.
�. /- transv. r�q8" o.c.-typ.
L3 37X,3 3 SH WHITE AL. V=110 mph +/ 1.05 h=15' K=,0.8
24 37 'S6 1 Q/30 SH WHITE AL. MEETS EGRESS REOUIREMENTS �f 3'-0"X3'O"X1'-0" CONC.
1/2(H)32 26 2X2 OB UR GLASS qZ 0.00256x0.8x�110x1.05)2 qz 27.32 �1 6/3C FTC. w/ 3 #5 E.W. TOP &
*ALL WINDOWS TO RECEIVE HURRICANE SHUTTERS BOTTOM
Al <10 Sf: +GCp,/5=+1.4 p=1.65x27...2=+45.08psf
-GCS, =-1.5 p=1.75x27.32=-47.81psf
NOTE/CHAPTER 36 COMPLIANCE: -GC,,/5-2.0 p=2.25x27.32=-61.47psf '
ALL NEW EXTERIOR DOORS AND WINDOWS SHALL MEET THE MINIMUM REQUIREMENTS OF THE ��J���¶ Sect• on A �� zU Sects m E Parch
SOUTH FLORIDA BUILDING CODE-LATEST EDITION 1994/ADDENDUM #5-CHAPET 36/SECURITY, C` .'alic <15 sf: +GCS,/5=+1.35 p=".60x27.32=+43.71psf \�V ll ll VV L(ll
INCLUDING BUT NOT LIMITED TO THE FOLLOWING ITEMS: ? -GC,, =-1.45 p=1.70x27.32=-46.44psf
SECTION 3603.2(0)(1)&(2), (b)(1)(2)(3)(5)(6)&(7), (d)(1)&(2), including: •. -GC --1.00 2.15x27.32=-58.74 SCALE: 3 4" : -0" SCALE: 3 4" : -0"
ALL SINGLE EXTERIOR SWINGING DOORS SHALL HAVE A LOCK TO BE KEY-OPERATED FROM �� oa/5 p P�cf / 1' / 1'
THE EXTERIOR WITH A MINIMUM OF 6,ODO POSSIBLE KEY CHANGES OR LOCKING OR LOCKING
AUXILIARY SINGLE DEAD BOLT WITH HARDENED STEEL BOLT INSERTS. A1rs <20 sf: +GC,,/5=+1.32 p=1.57x27.32=+42.8°psf
ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LB -GC =-1.42 p-1.67x27.32--45.62psf
APPLIED IN ANY MOVABLE DIRECTION AND IN ACCORDANCE WITH THE RESISTANCE STANDARDS �°
SET FORTH IN THE SFBC. (J -GCS,/5-1.85 p=2.10x27.32=-57.37psf DaaSchedule See General Notes below Schedule for windows and doors.
HINGES ON EXTERIOR OUT-SWING DOORS SHALL HAVE NON-REMOVABLE PINS.
SECTION 3604.6 (o)(b) ✓t�l �J # Room Size Style Hardware Notes
01 Front Door 3/Ox6/8x1-3/4 6 pnl/insul/stl Sql. DB/Keyed Stanley PC#98-0619.08
02 Side Door 3/Ox6/8x1-3/4 6 pnl/insul/stl Sal. DB/Keyed 4tonley PC#98-0614 OR
03 Laundry 2/8x6/8x1-3/8 HC/WD/Flush Passage
z
aelpnirla aaolpisdil\ilorigao 00 d 04 Bath 1 2/8x6/8x1-3/8*** HC/WD/Flush Privacy ***ADA per FAC 4.22.2 (1) exception
n 05 Bedroom 1 2/8x6/8x1-3/8 HC/WD/Flush Privacy
12 2 06 Bedrm. 1 Closet 2/6x6/8 WD/Louver/Bifold n/o
07 A/C Closet 2/0x6/8 WD/Louver/Bifold n/a
6 A A2 - 16 ,,-lx4 PT 08 Bedroom 2 2/8x6/8x1-3/8 HC/WD/Flush Passage
ALL AROUND 09 Bedrm. 2 Closet 4/0x6/8 WD/Louver/Bifold n/a
10 Bedrm. 3 Closet 4/0x648 WD/Louver/Bifold n/a
2 3/16"x2-1/4" 11 Bedroom 3 2 8x6 8x1-3 8 HC/WD/Flush Passage
2 MASONARY
4 14 ANCHORS General Door & Window Notes:
T.O.B.
1. All exterior doors & windows to have Dade County Product Approval-See attached PA application
2. All exterior openings/doors & windows to conform with SFBC Chp. 36/Intrusion req.s.
LJ
+45.08 PSF 112" SCORE LINE V) 3. All exterior openings/doors & windows to have hurricane protection panels-opt. impact res. glass,
WH. ALUM. 4 FEND OF BEAM o
S.H. WINDOW -47.81 PSF 4. all interior doors and frames to be paint grade finish.
SEE TYP. JAMB
TYP. I +45.08 PSF DETAIL ® RIGHT ° a S. All windows to be Lawson Industries/white alum./light gray tint glass.
SEE TYP. JAMB
-47.81 PSF WINDOWS & DOORS v
DETAIL ® RIGHT
FOR ALL EXT.
WINDOWS & DOORS H32 +43.71 PSF I RESS +43.71 PSF +43.71 PSF z
4 +43.71 PSF #23 -46.44 PSF 4 4 -46.44 PSF -46.44 PSF 4 0 0
-46.44 PSF
#24 4 +42.89 PSF #24 #24 #24
-45.62 PSF 0'-0" FFE
-0'-6" H.P. SLAB
HABITAT FOR HUMANITY
� eVzttn' 3 � � ® TLS E c� yz (anoT� � � � OF GREATER MIAMI, INC.
SCALE: 1/4" 1'-0" 1C� a ��j ��y �p T�u��� �r 9350 S. DADELAND BOULEVARD
SCALE: 1/4" 1'-0° �\Y�}o �1Llll�®�yG�®®11 Jambs d'11- SUITE 200
MIAMI. FLORIDA 33156
NTS 305-670-2224
AGENT: Anne Manning, Executive Director
B
16 A2 6
+4 :/2" GWB T 1X3 STRIPPING BUCKLER ARCHI'T'EC"T"S
4 2.89 PSF 12 12 " O/C-TYP. @ CLG.
-45.62 PSF asphalt/fiberglass shingles USE (2) 8d @EVERY TRUSS 1W Madeira Avenue Suite I Coral Gabies9 IF orida 33134
4�
T.O.B. I �4 PROVIDE 2X4 WD. BLK'G. (305) 442-8410 Fax 442-6757 Bllbcazc@A0L.C(am
@ ALL WALL MTD. CABINETS-TYP.
VERIFY HGT. W/ CABINET INSTALLER
SEE TYP. JAMB
4 +
® DETAIL ® RIGHT 2X4 STAGGERED FIRE STOP ®���+� ��ta-
43--46.44 PSF 8"X12" POURED FOR ALL EXT.
CONCRETE COL. WINDOWS & DOORS @ MID-SPAN
STUCCO FIN. Site Address: 6039 SW 63th Terrace, South Miami, Florida
It. text. PAINT WHITE
TYP. ALL INT. PARTITIONS Work Description: New One Story Single Family Residence
i� stucco fin. TYP. OF 4 Property Owners: HABITAT FOR HUMANITY OF GREATER MIAMI, INC. 305-670-2224
alo EGRESS EGRESS FR_21 RE �RE� 1/2" GWB on 2X4 WD. STUDS ''`' _'' Architect of Record: Paul W. Buckler AR13708
+43.71 PSF +43.71 PSF
5 4 4 / �° n ,• Project Date: 2-28-00
+43.71 PSF -46.44 PSF -46.44 PSF @ 16" O/C-TYP. �� r V
4 +43.71 PSF -57.20 PSF #24 #24 Revisions:
#2 -46.44 PSF 4 #24 #24 I USE PT 2X4 @BOTTOM��
0 It. text. 0 PLATE
0'-0" FFE stucco fin.
-0'-6" H.P. SLAB
`. M AR CI�II�C'�'�JRA L FLOOR PLAN & IEILIEVATHONS A-2 of 2
ERav ( ta ® n N ® rttl� eVa � � ® � � Wle
Hhtel loo WaR 1paft Ilbo 011° , ,.;L�
SCALE: 1/4" : 1'-0" ,r
SCALE: 1/4" 1'-0"
,��" NTS.,
I �
1 '