00-0481-003 25-4"
4" 8'-0" 8'-8" 8'-0" 4..
A2
12
- -�6
8"X12" POURED PORCH
' " 00 IN NOTE:
CONSTRUCT. EL. -0-6
#30 w/ TINCAP NAILS 6" c/c ® LAPS & 12" c/c Field
CONCRETE COLUMN
25 yr 3 Tab Asphalt Shingles w/ 6 nails/shingle
TYP. OF 4 BROOM FINISH TRUSS A NFIG RA oURER. (1) @ eo. corner & (2) @ ea. tob separotion-typ.
3Y 1RUSS m CONCRETE SLAB
I MFR. T USS SHOP DWG.S
TO BE SUBMITTED FOR BOT
THE BL[)C;. DEPARTMENT'S A ROVAL
8" 2'-1" S-2" 5'-1" 3'-4" 5-1" S-2" 12'-8" 3'-2" 3'-3" 8"
AND PROJECT ARCHITECT'S ROYAL
masonary op g. masonary op g. masonory op g. masonary p'g.
#24 a1 #2a 12
a 12 5/8" CDX ROOF SHEATHING-TYP, SEE SEC N @ LEFT FOR GEN RAIL
4 ..
#2
8d COMMON NAILS @ 6 0/C �4
� AT ALL EDGES 4" 0/C-TYP. NOTES
1/2" CDX PLY WD. w,l 8d
EGRESS EGRESS COMMON NAIL 4" O.C. EMC TAPL16 w/
EMCO TAPL16 w/ TO VERT, TRU S ME BERS- 5 16d IN STRAP &
\ TRUSS CONFI TION ( )
(7) 16d IN STRAP &
3 1/2" 11'-a 1/2" 4' 2' 1" 3 1/2" 11'-a 1/2" BY TRUSS MANUFA R. (4) 10d IN SEAT TRUSS MFR. T PROVIDE VE (4) 10d IN SEAT
M \ MFR. TRUSS SHOP DWG.S DADE COUNTY PRODUCT CONTROL NO. 95-0818.11 MEMBERS @24 /C ALO
10 TO BE SUBMITTED FOR BOTH PLYWD. EDGES
\ I THE BLDG. DEPARTMENT'S APPROVAL
1 a FASCIA ASSEMBLY:
AND PROJECT ARCHITECT'S APPROVAL 1X2 & 2X6
NOTE: ALL BEDROOM WINDOWS Ln N ° R-30 BATT INSULATION TOP OF T.B.: 8'-2" AFF
Ln
° #24 MEET MEANS OF EGRESS REQ. N o IN CEILING-TYP.
o \ LIVING o • •
o W o FIRE STOP: • •
E CONSTRUCTION EL. 0'-0" E 1X4 CONT.-TYP. SOFFIT:
FOR FIN H FLOOR ELEV. SEE A-1 1X2 PT WD.STRIPPING @16 0/C
�� SEE A-2 I PAPER-BACKED MTL.
FORT WALL � 112" GWB ON 1X3 STRIPPING 2'-0 LATH w STUCCO FIN. w/ PAPER-BACKED MTL. LATH 2'-0"
\ SE ION � I 09 / • • /
@16" O/C-TYPICAL TYPICAL • • w/ STUCCO FIN.
CEILINGS TO BE 'POPCORN'
BR. 1 11 os BR. 2 FINISHED OFFIT VENT: 4"X22"
AL. SCREEN VENT
N B-1: 1 CONIC,
WALL INSULATION: @ 48" o/c-TYPICAL 2 #5 TOP & 2 #5 BOTTOM
R-4.2 RIGID BD.TYP. PROVIDE (1) DTC STRAP @ 48" c/c 6 #4 STIRRUP @ 4" c/c
07 R-5 WALL ASSEMBLY X12 TIE BEAM w/2 #5 TOP, TO VERT. TRUSS MEMBERS @ EA END & BAL. @ 12"
r aha 2 #5 BOTTOM & 4#3 @ 12" EE, (4) 10d @ SEAT & (9) 10d @STRAP HOOK TOP BARS @ENDS
BAL. @ 48"c/c. ALSO 2 #5 DADE COUNTY PRODUCT APPROVAL # 94-0328.02 IF SPLICE REQ D.-SPLICE
ADA ACCESS CORNER BARS w/ 30" LEGS @ TOP BARS @ MIDSPAN &
03 oa
06 1/2" GWB ON 1X2 PT FURRING EA. CORNER & INTERSECTIONS. BOTTOM BARS @SUPPORTS
F- - os @16" 0/C-TYPICAL MIN. 24" LAP SPLICE
LINE OF N - -
i - � ewh I �i/2" 2'-4" 3�/z" 4' 1"
CEILING
ABOVE Ref.
/ +
I 122"x36" BATH 1 � HAND APPLIED STUCCO FINISH
attic LIGHT TEXTURE/PAINT FINISH
/ 3 /z" 6'-1" 1/2 7'-0" L°ccessJ a /z" 5-3" 5 1/2" 11'-6"
a / I0 V) 0 - A
24 N WI N n w/ HOOK @ T.B. @8'8(4P @USPLDCEO)C. COL.
o
o # KITCHEN 0 1#5 IN GROUTED CELL w/ 4#5 VERT. & #3 STIRRUPS
° O 01 " o SEE S-1 FOR LOGS
N / 0 o WI o
a °
E LINE OF E
wash 1^_3' � s
ABOVE v
o a
I °
� L �
/IN 2'16" LAUNDRY
DING I ° BR. 1
dryer EGRESS
�- #24 #23 02 H32 8" cmu w/ ladder-type 1►
#24
hart. jt. reinforcing @
n
16" o/c-typical SEE SECTION @ LEFT FOR GENERAL
8" S-3" S-2" 4'-0" 3'-2" 6'-3" S-4" 1'-0' 2'-4" 8'-D" 3'-2.. 3'-3" NOTES
masonary op g. masonary op g. masonary
cand.unit
48X132 CONC SLAB vinyl floor tile finish
A A2 w/ BROOM FINISH 42,_4^, 48 BAR DIA. LAP SPLICE 48 BAR DIA. LAP SPLICE t ,
4" CONC. SLAB w/
D x x x x slope grade away x-x x x 6X6X1.4X1.4WWF CONTINUOUS
#5
from structure w/ BROOM FINIS
CJ H
. .:.� 6 ml. vapor barrier N 6 ml, vapor barrier � x x x x x x x "
SCALE: 1/4'• 1'-0" �>
well-compacted base p 0
well-cam acted base o ^.
a SEE COMPACTION NOTES S1 SEE COMPACTION NOTES S1
W11ndow S chedule
f Wind pressures for doors & windows ASCE 7-88 12"x16° continuous concrete
Dimensions T e Notes footing continuous concrete
footing w/ 2#5 cant. & #4 footing w/ 2#5 cont, & #4 z
# Type footing @48" o.c.-t transv. @48" o.c.-t
V=110 mph +/- 1.05 h=15' K=�J.8 >�� � �
23 37X 3 SH WHITE AL. / -�
24 37 56 1 5/30 SH WHITE AL, MEETS EGRESS REQUIREMENTS q,0.00256x0.8x(110x1,05)z q2 27.32 a1 5 30 FTG. X3'0"X1 E.W. TOP
1/2(H)32 26 2X2 OBSCURE GLASS FTG. w/ 3 #5 E. . TOP & u
*ALL WINDOWS TO RECEIVE HURRICANE SHUTTERS Atr,b <10 sf: +GCp4/5=+1.4 p=1.65x27.32=+45,08psf BOTTOM ,
-GCp4 =-1.5 p=1.75x27.32=-47.81psf
-GCp4/5-2.0 p=2.25x27.32=-61.47psf �
NOTE/CHAPTER 36 COMPLIANCE:
ALL NEW EXTERIOR DOORS AND WINDOWS SHALL MEET THE MINIMUM REOUIREMENTS OF THE Atrib <15 sf: +GCp4/5=+1.35 p=1.60x27.32=+43,71psf ������� �° �� �������
SOUTH FLORIDA BUILDING CODE_LATEST EDITION 1994/ADDENDUM #5-CHAPET 36/SECURITY, -GCp4 =-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
SECTION 3603.2(o)(1)&(2), (b)(1)(2)(3)(5)(6)&(7), (d)(1)&(2), including: "/e SCALE: 3/4 1 -0 SCALE: 3/4 1 -0
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 Atr;b <20 sf: +Gq4/5=+1.32 p=1.57x27.32=+42.89psf
AUXILIARY SINGLE DEAD BOLT WITH HARDENED STEEL BOLT INSERTS. -GCp4 =-1,42 p=1.67x27.32=-45.62psf
ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LB
APPLIED IN ANY MOVABLE DIRECTION AND IN ACCORDANCE WITH THE RESISTANCE STANDARDS -GCp4/5-1.85 p=2.10x27.32=-57.37psf
D® Dr Scbn5du � See General Notes below Schedule for windows and doors.
SET FORTH THE SFBC.
E
HINGES ON EXTERIOR OUT-SWING DOORS SHALL HAVE NON-REMOVABLE PINS. \�'�1I •�
SECTION 3604.6 (o)(b) 01 Room Door 3/ox6/8x1-3 4 6tyle Hardware Notes
/ pnl/Insul/stl Sal, DB/Keyed Stanley PC#99-0920.04
02 Side Door 3/Ox6/8x1-3/4 6 pnl/insul/stl Sol. DB/Keyed Stanley PC#99-0920.04
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) exception tw:10
aelpniriz eeolpiadit\flDdgeD au 05 Bedroom 1 2/8x6/8x1-3/8 HC/WD/Flush Privacy
12 12 a, 06 Bedrm 1 Closet 2/6x6/8 WD/Louver/Bifold n/a fi
6� 07 A/C Closet 2/0x6/8 WD/Louver/Bifold n/o
A A2 �6 1x4 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 4/0x6/8 WD/Louver/Bifold n/a
3/16"x2-1/4" 11 Bedroom 3 2/8x6/80-3/8 HC/WD/Flush Passage '
1 2 MASONARY
12 ANCHORS General Door & Window Notes:
41 4 1. All exterior doors & windows to have Dade County Product Approval-See attached PA application >
T.O.B. 2. All exterior openings/doors & windows to conform with SFBC Chp. 36/Intrusion req.s.
PSF 1/2" SCORE LINE o 3. All exterior openings/doors & windows to have hurricane protection ponels-opt. impact res. glass,,`,
WH. ALUM. 4 LEND OF BEAM
s.H. WINDOW 1 PSF SEE TYP. JAMB 4. all interior doors and frames to be paint grade finish.
TYP. ® � +45.08 PSF DETAIL @RIGHT 6. AIII bedroom twindows to meet uegress Nrelq s/SFBC alum./light
Chp. 3111.2in(b)lass.
SEE TYP. JAMB 4 -47.81 PSF FOR ALL EXT. +
WINDOWS & DOORS
DETAIL @ RIGHT
FOR ALL EXT. N m
WINDOWS & DOORS H32
+43.71 PSF D4 EGRESS 4 +43.71 PSF +43.71 PSF 4 O 0
#23 -46.44 PSF -46.44 PSF -46.44 PSF
4 +43.71 PSF
-46.44 PSF
#24 IM 4 +42.89 PSF #24 #24 #24
-45.62 PSF 0'-0" FFE
-0'-6" H.P. SLAB HABITAT FOR H U M A N I T Y
OF GREATER MIAMI, INC.
P a t a (a n o (D LEIS 1E R � V a t J' (a n o a SUIT S. DADELAND BOULEVARD
SCALE: 1/4" 1'-0" SCALE: 1/4" 1'-0" T �VAW X19 dow//ll oar Jamb '
V V lUlll (/� SUITE 200
MIAMI, FLORIDA 33156
NTS 305-670-2224
AGENT: Anne Manning, Executive Director
12 B 12
�6 A2 6[
1/2" GWB 1X3 STRIPPING BUCKLRARcHITECTS E
@16" 0/C-T YP. @ CLG.
4 +42.89 PSF 1 2 1 2 asphalt/fiberglass shingles USE (2) Bd @EVERY TRUSS 1 G Mzdeirz Avenue Suite I C oraR GabRes9 IF arida 33134
-45.62 PSF 14 41 EPROVIDE 2X4 WD. BLK'G. (305) 442-8410 Fax 442-6757 13ucarc@A0L.Ccm
T.O.B. @ALL WALL MTD. CABINETS-TYP.
VERIFY HGT. W/ CABINET INSTALLER
+43.71 PSF SEE TYP. JAMB
4 B"X12" POURED DETAIL @ RIGHT Pr *ect Datao
FOR ALL EXT. 2X4 STAGGERED FIRE STOP oY
-46.44 PSF CONCRETE COL. WINDOWS & DOORS @MID-SPAN Site Address: 6040 SW 63th STREET, South Miami, Florida
STUCCO FIN. TYP, ALL INT. PARTITIONS Work
N stucco fin. PYIPNTOWH4TE
I� FrK.T / Arrc hitectoof Record: PauleW.tB cklerglAR13708 esi ence
Property Owners: HABITAT FOR HUMANITY OF GREATER MIAMI, INC. 305-670-2224
ao EGRESS EGRESS 1 2 GWB On 2X4 WD. STUDS E GRESS 4 +43.71 PSF +43.71 PSF 4 I / \ I @ 16" O/C-TYP. Project
+43.71 PSF IL -46.44 PSF -46.44 PSF IL �I / Revisions;Date: 3-31-00�
5 -58.74 PSF � 1 5/30/00
24 +43.71 PSF 24 #24 #24 #24 USE PT 2X4 @BOTTOM
# - 4 # 0 It. text. O PLATE ,�,! �R� ��
O 46.44 PSF 0 stucco fin. r,
0'-0" FIFE
s4
-0'-6" H.P. SLAB 4`
�j1��1�1or WaE P ftkD X11=�
�"ll"� IL]FLOOR PLAN & IFILIF�A�I°ll®NS A-2 of 2
� � � � � � � � � � � � � ERevatnan � � a � ;.Y
SCALE: 1 4" 1'-O" /
/ SCALE: 1 4" : 1'-0" '1 (a� y r
I