00-0481-001 , }do-' i t +a 1 ,1
25' 4"
4" 8'-0° g'_8" 8'-0„ 4.,
A2 12
ROOFING kr:
#30 w/ TINCAP NAILS 6" c/c @ LAPS & 12' c c Field
8"X12" POURED PORCH
CONCRETE COLUMN CONSTRUCT. EL. -0'-6" 25 yr 3 Tab Asphalt Shingles w/ 6 nods/shingle
TYP. OF 4 BRUSRU NMAN UFACTURER. (1) @ ea. corner & (2) ea. tab separation-typ.
BROOM FINISH MFR. T USS SHOP DWG.S
CONCRETE SLAB TO BE SUBMITTED FOR BOT (R
THE BL[)C;. DEPARTMENT'S A ROVAL
12'-8" 3-2 3-3 8
g" 2'-1" 3' 2" 5'-1" 3'-4" 5'-1° 3'-2' AND PROJECT
ARCHTEC 'S ROYAL
mos cry op g. masonary op-g-. masonary op q.
masonary op g. -
#24 #24 12 8d COMMON AILSH @A6HINOG/CTYP. SEE SEC N @LEFT FOR GEN' RAL
#24 01 �4 AILS
ALL EDGES 4' 0/C-TYP, NOTES4 }�
1/2" CDX PLY . d " .
Co r.. .�,.
COMMON NAIL 4" Ck. MC TAP
EGRESS EcRess EMCO TAPL16 w/ TO VERT. TRU S ME BERS- v 6d A �A��
TRUSS CONFI TION (7) 16d IN STRAP &
BY TRUSS MANUFA R. (4) 10d IN SEAT TRUSS MFR. T PROVIDE VE (4) 10d IN SEAT
\ 3 1/2" 11'-4 112" a' 2' 1° 3 1/2" 11'-4 1/2" MFR. TRUSS SHOP DWG.S
M DADE COUNTY PRODUCT CONTROL N0. 95-D818.11 MEMBERS @24 C ALO
10 PLYWD. EDGES
TO BE SUBMITTED FOR BOTH t
THE BLDG. DEPARTMENT'S APPROVAL , "
� FASCIA ASSEMBLY:
\ AND PROJECT ARCHITECT'S APPROVAL 1X2 & 2X6
a NOTE: ALL BEDROOM WINDOWS
U, R-30 BATT INSULATION TOP OF T.B.: 8'-2"1 J U)
N \ MEET MEANS OF EGRESS REO. IN CEILING-TYP.
#24 \ LIVING I 1X4 CONT.-TYP, I. . SOFFIT: �
E
CON ST UCTION EL. O'-0' 7 1X2 PT WD.STRIPPING @16" (
FOR FIN H FLOOR ELEV. SEE A-1 SEE S A-2 : I PAPER-BACKED MTL. ~f� "°0 ` "�
2'-0" LATH w STUCCO FIN. � � w/ PAPER-BACKED MTL. LA '. +� � w, '-0" R
FOR WALL N 112" GWB ON 1X3 STRIPPING / /
w STUCCO FIN.
\ SE ION 09 @16" O/C-TYPICAL
TYPICAL
° CEILINGS TO BE 'POPCORN' \--SOFFIT VENT: 4"X22" (&,
r
BR. 1 11 oa BR. 2 `� FINISHED AL. SCREEN VENT '` i B-1: 1 O:N
\ INSULATION: @ 48' o/c-TYPICAL r =rr 5 OTTOM
WALL INSUL
\ R-4.2 RIGID BD.TYP. X12 TIE BEAM w 2 5 TOP, PROVIDE (1) DTC STRAPS 8 c c 6 E STIRRUP @ 4 c c
" 07 - - R-5 WALL ASSEMBLY / # TO VERT. TRUSS MEMBERS @ EA END & BAL. @ 12"
2 #5 BOTTOM & 4#3 @ 12" EE, DADE COUNTY PRODUCT APPROVAL # 94-0328.02
BAL. @ 48"c/c. ALSO 2 #5 (4) 10d @SEAT & (9) 10d @STRAP HOOK TOP BARS @ENDS
o IF SPLICE REQ' -SPLICE
ADA ACCESS CORNER BARS w/ 30" LEGS @ Rr • TOP ' PAN &
M 94°..:;
03 oa 6 1/2" GWB ON 1X2 PT FURRING EA. CORNER & INTERSECTIONS. y:x ,, -1
�OTT� AS PPORTS
O O 6 MIN. 24" LAP SPLICE
F - 05 @16" O/C-TYPICAL
LINE OF I 3 1/2" 2'-4" U31/2" 4'-1"
CEILING \ / rTT7F ABOVE I + HAND APPLIED STUCCO FINISH
attic36 � BATH 1 v LIGHT TEXTURE/PAINT FINISH
31 2' 6'-1" 1/2" T 0" LccessJ
3 1/2" 5'-3" 5 1/2" 11'-6' at ,, .� • 1r
?e .• / / d
\ "�"X8" POURED CONIC. COL.
a / O O U1 v �+ n, w/ HOOK @ T.B. CELL .r -
° / $ SEE S-1 FOR LOGS >. "� w/ 4#5 VERT. & #3 STIRRUPS
#2a KITCHEN N O c tr @8" (4"@ SPLICES)
KI CH h
M C 0 O l O p
O /
N
1=
E LINE OF °
wash 1'-3 00 c
ABOVE o 0
.M 2,16,. LAUNDRY 9 BR, 1
LJ W I N G ° EGRESS
dryer
Ile
8" cmu w/ ladder-type
#24 #23 02 H32 #24 hort, jt. reinforcing @
16" o/c-typical ,,-* � '" SEE SECTION @ LEFT FOR GENERAL
' " 1'-0' 2'-4 8-f„ 3.-2.. 3'-3.. 3
NOTES
g" 3'-3" 3'-2' 4'-0" 3'-2" 6'-3' -4 _ r �F
masonary op g. masonary op g. mosonary op g. m.o. a d.o 11 s
vinyl floor tile finish r
48X132 CONIC SLAB 48 BAR DIA, LAP SPLICE r 48 BAR DI A. LAP SPLICE
A A2 w/ BROOM FINISH 42'-4" ` / 8" TE w/ 1 #5
4" CONIC. SLAB w
6X6X1.4X1.4WWF
x x x x slope grade away x-x x x w/ BROOM FINISH CONTINUOUS
D from structure -CJ -
r
6 ml, vapor barrier N � �• � 6 ml, vapor barrier I x x x x x x x �
JJ
r -� O
SCALE: 1/4" 1'-0" ��� ++
well-compacted base well-compacted base " U
r
SEE COMPACTION NOTES St SEE COMPACTION NOTES S1
���®� Schedule 12"x16" continuous concrete " 12"x16" continuous concrete
° Illl`hl l footing w/ 2#5 cont. & #4 'P`' footing w/ 2#5 cant. & #4 z
# Dimensions Type Notes tronsv. @48" o.c.-typ. transv. @48" o.c.-typ.
23 37X38 3/8 SH WHITE AL 3'-0"X3'0"X1'-0" CONIC.
24 37X50 5/8 SH WHITE AL. MEETS EGRESS REQUIREMENTS FTG. w/ 3 #5 E.W. TOP &
1/2(H)32 26 1/2X26 SH WHITE AL. OBSCURE GLASS BOTTOM
*ALL WINDOWS TO RECEIVE HURRICANE SHUTTERS
NOTE/CHAPTER 36 COMPLIANCE: IWO Sec 'on /L3\ wan Sectlan D Porch
ALL NEW EXTERIOR DOORS AND WINDOWS SHALL MEET THE MINIMUM REQUIREMENTS OF THE [�J V� 1i 1L 1V
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 6,000 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
D��� �� � �. � See General Notes below Schedule for windows and doors.
APPLIED IN ANY MOVABLE DIRECTION AND IN ACCORDANCE WITH THE RESISTANCE STANDARDS
SET FORTH IN THE Sr_BC.
HINGES ON EXTERIOR OUT-SWING DOORS SHALL HAVE NON-REMOVABLE PINS. # Room Size Style Hardware Notes -
01 Front Door 3 0x6 8x1-3 4 6 nl insul stl S I. DB Keyed Stanle PC �
02 Side Door 3 0x6 8x1-3 4 6 nl insul stl Sal. DB Ke ed tanip.
SECTION 3604.6 (o)(b) 0 03 Laundry 2/Sx6/8x1-3/8 HC/WD/Flush Passage dmww
z 04 Both 1 x5"13 1-3/8*** HC/WD/Flush Privocy ***ADA per FAC 4.22.2 (1) exception
00 zslpnidz zzolpisdil\flodgzo d 05 Bedroom 1 2/8x6/8x1-3/8 HC/WD/Flush Privacy
r
06 Bedrm 1 Closet 2/6x6/8 WD/Louver/Bifold n/a
12 07 A/C Closet 2/0x6/8 WD/Louver/Bifold n/o
P
08 Bedroom 2 2/8x6/8x1-3/8 HC/WD/Flush Passage
1 2 6 ALL AROUND 09 Bedrm. 2 Closet 4/0x6/8 WD/Louver/Bifold n/a
6� A A2 10 Bedrm 3 Closet 4/0x6/8 WD/Lauver/Bifold n/a
3/16"x2-1/4" 11 Bedroom 3 2/8x6/8x1-3/8 HC/WD/Flush Passage
12 MASONARY
12 �4 ANCHORS General Door & Window Notes:
1. All exterior doors & windows to have Dade County Product Approval-See attached PA application
4�- T.O.B. w 2. All exterior openings/doors & windows to conform with SFBC Chp. 36/Intrusion req.s.
1/2" SCORE LINE Cn 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
WH. ALUM. SEE TYP. JAMB 5. All windows to be Lawson Industries/white alum. light gray tint glass.
-47.81 PSF DETAIL @ RIGHT
S.H. WINDOW I 4 +45.08 PSF FOR ALL EXT.DOWS & DOORS o
I 6. All bedroom windows to meet egress req.s SFBC Chp. 3111.2 b
SEE TYP. JAMB -47.81 PSF
DETAIL @RIGHT � _
FOR ALL EXT. o
WINDOWS & DOORS H32 4 +43.71 PSF +43.71 PSF 4
+43.71 PSF 4 EGRESS 00 0 D 0
#23 -46.44 PSF -46.44 PSF -46.44 PSF
+43.71 PSF
4 -46.44 PSF
#24 4 +42.89 PSF O
O -45.62 PSF
-0'-6" H.P. SLAB HABITAT FOR H U M A N I T Y
OF GREATER MIAMI, INC.
a o 9350 S. DADELAND BOULEVARD
SCALE: 1/4" 1'-0" o SCALE: 1/4" 1'-0" Typ° W1111`dbw/D®®J1 Jill b SUITE 200
E 1U1J1
MIAMI, FLORIDA 33156
NITS 305-670-2224
AGENT: Anne Manning, Executive Director
12 B 12
-�6 A2 6� @16" GWB T 1X3 STRIPPING BUCKLERARCHITECTS
@16 O/C-TYP. @ CLG.
+42.89 PSF 1 2 asphalt/fiberglass shingles USE (2) 8d @ EVERY TRUSS 2I \Madeira Avenue Sufte l C orE GzbRes9 R®Hda `3383 ,
4 -45.62 PSF -- 14 4� PROVIDE 2X4 WD. BLK'G. (305) 442-8410 F��2-6757 �uC��A®L°�'®M
@ ALL WALL MTD. CABINETS-TYP,
T.O.B.
VERIFY HGT. W CABINET INSTALLER
SEE TYP. JAMB Pr
DETAIL 0 RIGHT s ®3��� Data:
0-474.71 PSF FOR ALL EXT, 2X4 STAGGERED FIRE STOP
8"X12" POURED WINDOWS & DOORS @ MID-SPAN Site Address: 6039 SW 63th STREET, South Miami, Florida
. 4 PSF CONCRETE COL. TYP. ALL INT. PARTITIONS Work Description: New One Story Single Family Residence
STUCCO FIN,
PAINT WHITE Property Owners: HABITAT FOR HUMANITY OF GREATER MIAMI, INC. 305-670-2224
It. text. TYP. OF I I� -1/2" GWB on 2X4 WD. STUDS Architect of Record: Paul V/. Buckler AR13708
stucco fin. \ G ESS +43.71 PSF +43.71 PSF 4 IE/GRES\S @ 16" 0/C-TYP. Project Date: 3-31-00
o. IEGRESSI EGRESS 4 -46.44 PSF -46.44 PSF IV �I Revisions:
/ +43.71 PSF
I� 5 -57.20 PSF 24 USE PT 2X4 @ BOTTOM f i •, �� g _
#24 It. text. O PLATE 1"• + '�
+43.71 PSF Cr•;
#24 -46.44 PSF 4 0 O stucco fin.
O
0'-0" FFE al. (C'�` C�: ®®� �� ������`�®�� A-2 of 2
-0'-6" H.P. SLAB
J1 LL ° Ji SCALE: 1/4" SCALE: 1/4"