09-1035-001M
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AI I OWABLE SUPERIMPOSED DESIGN LOADS:
ROOFS LL = 30 P.S.F.
DL = 10 P.S.F.
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DESIGN WIND LOADS ASCE 7 -05 ( FBC - 2007)
STRUCTURE CLASSIFICATION CATEGORY II ( SINGLE FAMILY RESIDENCE BUILDING H < 30 )
EXPOSURE C
BASIC WIND SPEED V = 146 MPH - 0 MIAMI -DADE COUNTY
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ROOF DECK:
19/32" MINIMUM CDX EXTERIOR GRADE PLYWOOD ROOF DECKING ( 5/8" NOMINAL)
NAILED W/ # 8d 0 6" O.C. RING SHANK NAILS AT ROOF FIELD AND
@ 4" O.C. AT ROOF EDGES, RIDGES AND VALLEYS.
VENTILATION OF ATTIC SPACES:
ATTIC SPACE BETWEEN CEILING JOIST OR TRUSS BOTTOM CHORD AND ROOF RAFTERS OR TRUSS TOP CHORD
SHALL BE EFFECTIVELY CROSS- VENTILATED AT THE RADIO OF TOTAL NET FREE VENTILATING AREA TO THE
! AREA OF THE CEILING SHALL BE NOT LESS THAN 1/150 AND SHALL BE PROTECTED WITH SCREENING OR
CORROSION- RESISTANT MESH HAVING OPENING NOT GREATER THAN 1/4 ".
ATTIC ACCESS SCUTTLE MUST COMPLAY WITH THE F.B.C. 1805.2(d) 3 - 20" MINIMUN WIDE AND
4 S.F. AREA ( STANDARD OPENING = 22" x 30' IN AREA - ( STANDARD OPENING = 2' x 3' )
SCOPE OF WORK:
- NEW WOOD TRUSSES OVER EXISTING FLAT ROOF
19/32" MINIMUM CDX EXTERIOR GRADE PLYWOOD ROOF DECKING ( 5/8" NOMINAL)
NAILED W/ # 8d 0 6" O.C. RING SHANK NAILS AT ROOF FIELD AND
@ 4" O.C. AT ROOF EDGES, RIDGES AND VALLEYS.
#50 FELT TIN CAPPED 0 6" O.C. #90 SLATED MOPPED
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NEW NVRT -20 MAX UPLIFT 8601
NOA# 08- 0326.11
EXIST. 10 REMAIN
2' x 8" WD. PLATE
W/ 1/2' E. BOLT@ 16" O.C.
NEW 8 "X12"
EXIST. TO REMAIN
CONC. FILL
1/2" GYB.BD. ON 1 "X2"
EXIST. WOOD JOISTS
P.T. WD. FURR. @ 24" O.C.
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TO REMAIN
+9' -6"
1 #5 VERT. @ 4' -0" O.C. ( TYP.)
TOP OF NEW TIE BEAM
_ _ _ _ _
1 #5 0 3' -0" DOWELLS 4" INTO
TOP OF FINISH FLOOR
EXIST. T.BEAM W/ EPDXY
+8' -6"
ON MECHANICAL COMPACTED FILL
VAPOR BARRIER
R -19 INSULATION
TOP OF EXIST. TIE BEAM
_
— — —
CUT EXIST. OVERHANG
—
AS NEEDED
EXISTING CEILING TO REMAIN
EXIST. TO REMAIN
8 "X12 "CONT. TIE BEAM
2' -0"
5/8" STUCCO ON 8"
NOMINAL CONCRETE BLOCK
30" SPLICE —
ELEV. t 0 -0
FINISH FLOOR
WI
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WF -16:
CONC. FOOTING 12" X 16"
W/2 #5 CONT.(TYP.)
SECTION @REMAINING WAIF
3
s
r- A 0 12 #0
i
NEW FRAMING PLAN
0 SCALE: 3/16" = 1' -0"
EXISTING FLOOR PLAN
0 SCALE: 3/16" = 1 ' —0"
n ,d ' —R,f
1 2 3 4 5 6 7 8 9 10 11 12 13 14
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CITY OF SOUTH MIAMI
BUILDING DEPT.
STRUCTURAL SECTION
— J kPPROVED BY:
15 16 17
-TOMAS ESCOBAR'5
RESIDENCE
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SEAL e
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ENGINEER
ANTONIO ACOSTA
P.E. Lic. # 40845
1030S NW. 41 ST.
MIAMI, Ft- 33178
Ph: (30S) 989 3267
WRITTEN DIMENSIONS ON THIS DRAWING SHALL
HAVE PRECEDENCE OVER SCALED DIMENSIONS.
CONTRACTOR SHALL VERIFY AND BE RESPONSIBIEle
FOR ALL DIMENSIONS AND CONDITIONS ON
THE JOB AND THIS OFFICE MUST BE NOTIFIED'
OF ANY VARIATION FROM THE DIMENSIONS.
4
Revisions
Project Name:
TOMAS ESCOBAR
RESIDENCE
6295 SW. 43 STREET
MIAMI, FLORIDA 33155
File:
Scale: I
Date: NOV/ 2009
Drawn: A.PONG
Checked:
Submittal:
Drawing Title:
FRAMING PLAN,
SECTIONS &NOTES
Sheet No. A'1
11
EXIST. 10 REMAIN
FIRE STOP.T. WP�D
EXIST. TO REMAIN
1/2" GYB.BD. ON 1 "X2"
P.T. WD. FURR. @ 24" O.C.
I
co
1 #5 VERT. @ 4' -0" O.C. ( TYP.)
R -3 WALL INSULATION
WOOD BASE
TOP OF FINISH FLOOR
4" CONC. SLAB
W/6 X6 -10/10 W.W.MESH
\
ON MECHANICAL COMPACTED FILL
VAPOR BARRIER
WF -16:
CONC. FOOTING 12" X 16"
W/2 #5 CONT.(TYP.)
SECTION @REMAINING WAIF
3
s
r- A 0 12 #0
i
NEW FRAMING PLAN
0 SCALE: 3/16" = 1' -0"
EXISTING FLOOR PLAN
0 SCALE: 3/16" = 1 ' —0"
n ,d ' —R,f
1 2 3 4 5 6 7 8 9 10 11 12 13 14
��n
I ^i
CITY OF SOUTH MIAMI
BUILDING DEPT.
STRUCTURAL SECTION
— J kPPROVED BY:
15 16 17
-TOMAS ESCOBAR'5
RESIDENCE
i
i
SEAL e
\J
�c
. � N
t � v
ENGINEER
ANTONIO ACOSTA
P.E. Lic. # 40845
1030S NW. 41 ST.
MIAMI, Ft- 33178
Ph: (30S) 989 3267
WRITTEN DIMENSIONS ON THIS DRAWING SHALL
HAVE PRECEDENCE OVER SCALED DIMENSIONS.
CONTRACTOR SHALL VERIFY AND BE RESPONSIBIEle
FOR ALL DIMENSIONS AND CONDITIONS ON
THE JOB AND THIS OFFICE MUST BE NOTIFIED'
OF ANY VARIATION FROM THE DIMENSIONS.
4
Revisions
Project Name:
TOMAS ESCOBAR
RESIDENCE
6295 SW. 43 STREET
MIAMI, FLORIDA 33155
File:
Scale: I
Date: NOV/ 2009
Drawn: A.PONG
Checked:
Submittal:
Drawing Title:
FRAMING PLAN,
SECTIONS &NOTES
Sheet No. A'1
11