00-0352-001 - - - - ----- ---
25'-4'
A2 - - - - - -
_ CROSS
(2) 16d@ EA. TRUSS
W/
TRUSS
- - - - - _ - - - - - - - -ROOFING NOTE:
` I 6" c/c @ LAPS & 12" c/c Field
., w TINCAP NAILS
ROOFING NOTE:
PORCH #30 w/ TINCAP NAILS 6" c/c @ LAPS & 12" c/c Field 25 yr 3 Tab Asphalt Shingles to 6 nails/shingle
CONSTRUCT, EL. -0'-6" 25 yr 3 Tab Asphalt Shingles w/ 6 nails/shingle (1) @ ea. corner & (2) @ ea. tab sepofotion-typ.
yv I I (1) @ ea. corner & (2) @ ea, tab separotion-typ. v V J v V 'TRUSS CONFIGU ATI N
v v TR SS CO MIGU AI URER. ASPHALT SHINGLES SHALL BE APPLIEDI'IN COMPLIANCE WITH
ASPHALT SHINGLES SHALL BE APPLIED IN COMPLIANCE WITH THE ROOF SYSTEM ASSEMBLY PRODUCE] CONTROL APPROVAL
BROOM FINISH ' THE ROOF SYSTEM ASSEMBLY PRODUCT CONTROL APPROVAL MFR. TRUSS SHO D S AS SPECIFIED BY THE S.F.B.C. 3403.5 {f) (1-5)
v J Jv y v Jvvy V Vv v �v V CONCRETE SLAB I AS SPECIFIED BY THE S.F.B.C. 3403.5 (f) (1-5) TO BE SUBMITTED OR BOTH
THE BLDG. DEPART EN 'S APPROVAL
5'-t" 3'-4" 1 5'-1" - 2'-1" 8" AND PROJECT ARCHI EC 'S APPROVA _
8" 3'-3" 3'-2" 12'-H" - " masonary op g, masonary op g•
masonary op'g. masonary opgl 12 5/8" CDX ROOF SHEATHING-TYP. NOTES �5
SEE SECTION @LEFT OR ENER�
I 01 I I �4 8d COMMON NAILS @
AT ALL EDGES 4' O/C-TYP.
COMMONXNAILS @4W O.C. GRIDER TRUS (5;140 IN S, RAP &
EMCO TAPL16 w/ BTWN. TRUSS MEMBERS- � �
�,' 16d IN STRAP & TRUSS MFR. TO PROVIDE VERT. 4i� 4) �N <° T
#24 I #24 I
(#24) TRUSS CONFI TION (7)
QEGRESS I EGRESS ^ BY TRUSS MANUFA R. (4) 10d IN SEAT
i DADE COUNTY PRODUCT CONTROL NO. 95-0818.11 MEMBERS @24" O/C ALONG SE C ' S S11
• ' 31/2" LIVIf4G M
'i 11'-a t/2" 3 1/2" 21 1" 4" tt'-4 1/2' MFR. TRUSS SHOP DWG.S
M ' TO BE SUBMITTED FOR BOTH PLYWD. EDGES. AD[ A L 12 @ GT
Q /
�, �,' THE BLDG. DEPARTMENT'S APPROVAL FASCIA ASSEMBLY: -
AND PROJECT ARCHITECT'S APPROVAL 1X2 & 2X6
�r
I '
R-30 BAIT INSULATIO TOP OF T.B.: 8'-2" AFF
NOTE: ALL BEDROOM ,' iv
' MEET MEANS OF EGRESS REQ.WINDOWS
, #24 I IN CEILING-TYP. • •
C4 #24 LIVING ,' M FIRE STOP: • • SOFFIT: 5/8" CDX PLYWD. W/ 8d NAILS @4" C/C TYP
1Q EGRESS ,r ',, ° 1X4 CONT.-TYP. 2'_O„
°-I CONSTRUCTION EL. 0'- E PAPER-BACKED MTL. w/ PAPER-BACKED MTL. LATH
B MI FOR FINISH FLOOR E}tV. SEE A-1 2'-0" LATH W STUCCO FIN. • • W/ STUCCO FIN,SEE SHT -2 E I FOR TYP. ALL �' 1/2" GWB ON 1X3 STRIPPING • • TYPICAL
09 SECTI �' @16" O/C-TYPICAL
I CEILINGS TO BE 'POPCORN'
cl �, B-1: 8X12 CONC. BM.
OFFIT VENT: 4"X22"
• . 'dj 11 BR. 3 , FINISHED @ AL. SCREEN VENT 48" o/c-TYPICAL
I BR. 2 l WALL INSULATION: 2 #5 TOP & 2 #5 BOTT01
�. m O O
o // 6 #4 STIRRUP @ 4" c/c
C14 I-- R-4.2 RIGID BD.TYP. @ EA END & BAL. @ 12"
C4 1 i' LINE OF CEILING CONFIGURATION X12 TIE BEAM W/2 #5 TOP, HOOK TOP BARS @ ENDS
R-5 WALL ASSEMBLY
r-_-w_-- -__-_--__� a 2 #5 BOTTOM & 4#3 @ 12' EE,
tyx 2'-1'a t � "' �+ 1 i I IF SPLICE REQ'D.-SPLICE
I chu
�+ SCORN R BARSaw/A30" LEGS @ TOP BARS R MIDS UP &
con . unit I I `
I � ADA ACCESS I ` I, EA. CORNER & INTERSECTIONS. BOTTOM BARS @ SUPP
@16" 1X2 PT FURRING MIN. 24" LAP SPLICE
SO. CONC. ---- ° t't
AB @ FE 0� I I --- `
I I 4 ga. e r---- -- ��
1 Ref. a �� HAND APPLIED STUCCO FINISH
r
I LIGHT TEXTURE/PAINT FINISH
22"x36"i I \
BATH 1 I access I I \`� 8"X8" POURED CONC. COLS
11'-6° 5 i/2" 5'-3" 3 1/2" ---J T-0" 5 1 6°-1" /2" �\
a 1#5 IN GROUTED CELL @$"4(4"@ SPLICES)
STIRRlS
o I FRAMING NOTE: PROVIDE CONT. 2Xr BLKG. #24 i `o w/ HOOK @ T.B.
� � I SEE 5-1 FOR LOGS
i BTWN. WALL STUDS FOR KITCHEN �� M
CABINET MOUNTING
#24
EGRESS
° SEE GENERAL NOTES A-1
E I `
FOR INFO, ABOUT ADA BLK'G. ° wash I `
PROVISIONS FOR BATHROOMS. o I KITCHEN
1:1 6
� I
M 8 3• LAUNDRY 'i_6" '
O 24 DINING
DR. 1
dry ID
EGRESS T...
't. reinforcing hort.
8" cmu w/ ladder-type
0 Q I 1 g @ SEE SECTION @LEFT FOR GENERAL
#24 132 #23 16" O/c-typical NOTES o
O O - 3'-2" 14'-9" 3'-2"
9
3'-3" 3'-2" 8'-0" 3-Yap 9• 6' 3" masaoary op g, masonory op g. 3r-3"
masana vinyl floor file finish 48 BAR DIA. LAP SPLICE
� 48 BAR DIA. LAP SPLICE
42°-4" I 4" Xl.4X SLAB w/ CONTINUOUS Co A A2 a sloe rode away x-x x x - 6X6X1.4X1.4WWF 8" TI w/ 1 #5 {
r - x x x p g y CJ w/ BROOM FINISH -- °o
48X96 CONC SLAB ,- X
W/ BROOM FINISH from structure
- 6 ml, vapor barrier / x x x x x x x T
FIR �p ALL AROUND 6 ml. vapor barrier / m o
®®Zl ���� �v�R well-compacted base ---��/// __ i�
S�•'�'LE: 1/400 -. 1,-0 3/16"x2-1/4" well-compacted base SEE COMPACTION NOTES S1 6 ml. vapor barrier o 0
MASONARY SEE COMPACTION NOTES S1 r *` om
ANCHORS
12"x16" continuous concrete 12"x16" continuous concrete
o �� footing w/ 2#5 cont. & #4 footing w/ 2#5 cont. & #4 _V4 z
�jS�JjTjl®� ��o���� transv. @48" o.c.-typ. tronsv. @48" o.c.-typ. "--� Q
�y� kill
Dimensions Type Notes w L-
# y o FTG. w/3X#50"WCOOP &
_ .SH WHITE AL. _ o
37X38_3/8__ �
24 37X50 5/8 SH WHITE AL. MEETS EGRESS REQUIREMENTS_ a BOTTOM
`_. ^ } • •
1/2 32 . 26 1/27-26
SH WHITE AL, OBSCURE GLASS
o a D D
NOTE CHAPTER 36 COMPLIANCE: ��Ll,�®1J.Ll arch
ERR
ALL NEW EXTERIOR DOORS AND WINDOWS SHALL MEET THE MINIMUM REQUIREMENTS OF THE /��)� ��� \\��°��®� --
SOUTH FLORIDA BUILDING CODE-LATEST EDITION 1994/ADDENDUM #5-CHAPET 36/SECURITY, l C�[/�/ Z AJ a��.�IE° ���ruc ��-®�� 3 iN
INCLUDING BUT NOT LIMITED TO THE FOLLOWING ITEMS: �� "
SCALE: 3/4" 1'-O"
ALLTSONGLE60XT�Rf01F SW(NG1NGig)2O23�(SH(A6LI&Q . 1LOC2�'TOaBE KEY-OPERATED FROM
THE EXTERIOR,WITH A MINIMUM OF 6,000 POSSIBLE KEY CHANGES OR LOCKING OR LOCKING b
AUXILIARY 51 GLE DEAD BOLT WITH HARDENED STEEL BOLT INSERTS. -
N CAPABLE OF RESISTING A FORCE OF 300 LB -
c _ _ Dear Schedul� See General Notes below Schedule for windows and doors.
ALL LOCKS uN EXTERIOR DOORS SHALL BE /(� .-� `
APPLIED IN AMY MOVABLE DIRECTION AND IN ACCORDANCE WITH THE RESISTANCE STANDARDS �t - �_ _ _„ � _
SET F�1F�Tkl tN_THE SFBC. j��t ) o w� # Room Size Style Hardware Notes
- - HINGES ON EXTERIOR OUT-SWING DOORS SHALL HAVE NON-REMOVABLE PINS. / Typo Wiud®w/D®®I� � s�h��y `
Ot Front Door 3 0x6 8x1-3 4 6 ni insul sil S I. De/Keyed Stonle PC 98-0619.08 "
SECTION 3604,6 (o)(b) - 02 Side Door 3/Ox6/8x1-3/4 6 pnl/insul siI Sgl. DB/Keyed 4tnnlPV PC#g8-0614 n8
03 Loundry 2/8x6/8x1-3/8 HC/WD/Flush Passage
^ ^^ ----
^^ ^^ 04 Bath 1 2/8x6/8x1 3/8*** HC/wD/Flush Privacy ***ADA per FAC 4 22.2 1 exception
05 Bedroom 1 2/Sx6/8x1-3/8 HC/WD/Flush Privacy
Ifold n o bu
- asphali/fiberglass shingles 12 . 06 E!edrm, 1 Closet 2/6x6/8 WD/Louver/B / 'a
- - - 12 07 A/C Closet 2/0x6/8 WD/Louver/Blfold n/a t
i -J -`` '= -�5 08 Bedroom 2 2/8x6/Sx1-3/8 WD Lou Flush Passage
5 09 Bedrm 2 Closet 4/0x6/8 WD/Louver/Bifold n/a
10 Bedrm. 3 Closet 440x6/8 WD Louver Blfald n s =^i
A IA2 - ZONE 4 - 11 Bedroom 3 2 8x6 8x1 3 8 HC/WD/Flush Passage
_ - ZONE 4 ZONE 4 +43.71 PSF ;
--^ - +43.71 PSF +42.89 PSF -46.44 FSF` General Door & Window Notes:
-46.44 PSF -45.62 PSF I 1. All exterior doors & windows to have Dade County Product Approval-See attached PA application
T.o.e. 2. All exterior openings/doors & windows to conform with SFBC Chp, 36/Intrusion req.s.
3. All exterior openings/doors & windows to have hurricane protection panels-opt. impact res. glass,
1 4, all interior doors and frames to be paint grade finish,
17- 5. All windows to be Lawson Industries/white alum./light gray in gloss.
1/2 32 #23 24 #24 #24 6. All bedroom windows to meet egress req.s/SFBC Chp. 3111,2 (b)
O m
' L J
WH. ALUM. L L J
L J ZONE 4 S.H. �nNDOW ZONE ALUM.
SEE TYP. JAMB
ZONE 4 TYP' +43,71 PSF
` +45.08 PSF EGRESS DETAIL @ RIGHT
+45-47.81 PSF.08 PSF -46.44 PSF FOR ALL EXT. FFE
EGRESS \ \
HABITAT FOR HUMANITY
OF GREATER MIAMI, INC.
` 9350 S. DADELAND BOULEVARD
o
SC A LE: 1/ovll-07 SUITE 200
MIAMI, FLORIDA 33156
o SCALE: 1/4" • V-0" Meyatn®n-S®uth
ERevati®n-West AGENT: Anne M
AGENT: Anne Manning, Executive Director
I5
asphalt/fiberglass shingles 12
12
5 ZONE 4 1 2" GWB ON 1X3 STRIPPING
A2 ZONE ZONE 4 -�5 ZONE 4 ZONE 4 +43.71 PSF /
PSF +42.89 PSF +43.71 PSF +43.71 PSF -46.44 PSF @16" O/C-TYP. CLG.
-46.44 PSF 1� Madeira AveIl111�lle SLIullLV� I Coral Gdlbles9 R®11°l�d�l 33�.34
+43.71 -46.44 PSF
4A PSF -45.62 PSF
@16" O/C-TYP.
WD. STUDS (3®5) 442-8410 Fu 442-675ll B ucarc@ • om
T,O.B. -
I 2X4 STAGGERED FIRE STOP Project Datao
#24 #24 TYP. ALL liv TERIOR PARTITIONS
@TOP OF COL. �L4 #24 Site Address: 6560 SW 59th Avenue, MIAMI, FLORIDA
1/2" SCORE LINE V
Work Description: New One Story Single Fomily Residence
` It, text. ,�', �� ,► ' Property Owners: HABITAT FOR HUMANITY OF GREATER MIAMI, INC. 670-2224
8"X8
" POURED 1 #2, F N stucco fin. Architect of Record: Paul W. Buckler AR13708 "
CONCRETE COL. It. text.
Project Date: 7-26-99
stucco fin. I 4
STUCCO FIN. Revisions:
°a __--
PAINT WHITE L J L J
` TYP. OF 4 I L � Qa •� "�j�,;���` ---- -- -- --�
USE PT 2X4 @ BOTTOM,
EGRESS EGRESS PLATE t c 1 "�-• _ �`° " *°
4" mo th EGRESS R Y
_4" smooth stuc o rome - SEE TYP. JAMB
1 �� , r v !Yr -�•a� �, �mser. ikrr '�
stucco sIl( (front d or only) DETAIL @RIGHT
(from only) FOR ALL EXT. -F.F.E. „�� i ° Crp� ��
---- - rnf;.:.2:•�I` �..� d� �y r�e��//��T q7�g� �L F ¶ •� p c� �7�v �j ry�
WINDOWS & 000 S �1 B�� �C�11!Coll.!L lU JC�EIIJS�1L'Jle®®R�Jl.e `� ,��' E�lte G�It�®1L�ay �-6 ®� C�
1 II
KALE- 1/4" o ¶voOra