08-963-006N
TYPICAL EACH FOUND. CORNER:
PROVIDE 2 #5 BENT BARS EXTENDING
48 BAR DIAMETERS FROM EACH END.
14' --7" E
CO A 2
I O
j
NEW FAMILY
AROOM. '
2 21
N
I I
i
4" CONCRETE SLAB W/ 6X6X10/10 WWM
ON VISQUEEN MEMBRANE ON COMPACTED
FILL,TERMITE TREATED.
TO MATCH EXISTING FIN FL. ELEV.
O1 I
I
O
00
I
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I ID
NOTE: PROVIDE 6G)15 RENARS
TWO AT G" FR M OP AND ■DTTOM
AND TWO AT MIDHEIGHT OF COL '1 ",
SET W/ EPDXY 4" MIN. INTO EXIST. COLUM
' E
A
I
ATI
FOUND N PLAN FOUNDATION
CONC.
TIE BEAM �
O
W
O
O
W
1 r
G.R 250.3 LB
\ 394.5 LB
r_(D
BEAM SCHEDULE
--------------------------
SIZE
REINFORCING
STIRRUPS
- - - - --
MARK
-- -
1
( #3 CLOSED TIES)
REMARKS
I
I
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I
I I
8X8
1 # 5
# ,5
24 OC
CONCRETE BLCK
FILLED W GROUT
STEM WALL
FOUND.
W
H
TOP
BOTTOM
MIDHT
I
I
I I
I
TB
8"
12"
2. # 5
2 # 5
--
PROVIDE #3 TIES 48" OC THRUOUT THE TIE BEAM
DROP OVER OPENINGS
A MINIMUM OF s" EACH SIDE &
RKB
I I
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I
I
AND (4) #3 TIES 12 OC FROM EACH END OF BUILDING.
ADD 2 #5 BOTT. & #3 TIES 10" OC.
0
--------------------------
SIZE
REINF
TIES
- - - - --
A
-- -
1
NOTE: PRO yDE (i) 5 RENARS
TWO AT G FROM OR AND NOTTOM
AND TWO AT MIDHEIGHT OF COL. 1 ",
SET W/ EPDXY 4" MIN. INTO EXIST. COLUMN
'(D
SCALE: 1/4" = 1' -0"
NEW BEAM
2 # 5 DOWELLS
DRILLED IN W/ EPDXY RESIN
EXIST. WALL
BEAM CONNECTION
DETAIL
13 G,R 615 Lli
U.L 1617.2 psf
G,R 1140 LB
U.L 2072.86 psf
3
915 LB
1523.32 psf
-- EXISTING ROOF LINE
SCALE: 1/4" = F -0"
COLUMN SCHEDULE
--------------------------
SIZE
REINF
TIES
- - - - --
- - - --
-- -
- - - - -,
�W
_= CONCRETE
COLUMN
I
I
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I
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8X8
1 # 5
# ,5
24 OC
CONCRETE BLCK
FILLED W GROUT
STEM WALL
FOUND.
I
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I
I
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II
I
I
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I
E
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1 I I
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PROPOSE
TO MATCH
EXIST.
I 1
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G,R
I
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U.L
I
O
W
Z I I
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— ------------------------------------------------
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L------ .—....
----- -- - --I I
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13 G,R 615 Lli
U.L 1617.2 psf
G,R 1140 LB
U.L 2072.86 psf
3
915 LB
1523.32 psf
-- EXISTING ROOF LINE
SCALE: 1/4" = F -0"
COLUMN SCHEDULE
MARK
SIZE
REINF
TIES
REMARKS
1
8X12
4# 5
�W
_= CONCRETE
COLUMN
O
8X8
1 # 5
# ,5
24 OC
CONCRETE BLCK
FILLED W GROUT
FOUNDATION SCHEDULE
MARK
SIZE
REINFORCING
REMARKS
D
SW
LW
SW
�W
ZL16"
O
20"
CONT.
# ,5
24 OC
2 #5
STEM WALL
FOUND.
E
EXISTING FOUNDATION
SOIL STATEMENT
AS PER VISUAL INSPECTI ❑N, S ❑IL CONDITION
AT THIS SITE ARE SAND AND ROCK W/ MIN,
BEARING CAPACITY OF 2000 P,S.F
AT THE TIME OF CONSTRUCTION THE ENGINEER SHALL
SUBMIT TO THE BUILDING OFFICIAL A LETTER ATTESTING
THAT THE SITE HAS BEEN OBSERVED AND THAT THE
FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON
WHICH THE DESIGN IS BASED,
THE RESIDENCE SHALL HAVE A PRE- C❑NSTRUCTI ❑N TREATMENT
FOR PROTECTI ❑N AGAINST SUBTERRANEAN TERMITE.
A CERTIFICATE OF COMPLIANCE SHALL BE ISSUDED TO THE
BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY
WICH CONTAINS THE FOLLOWING STATEMENT,
'THIS RESIDENCE HAS RECEIVED A COMPLETE TREATMENT FOR THE
PREVENTION OF SUB- TERRANEAN TERMITE TREATMENT IS IN
ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE
FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES,'
TRUSS CONNECTOR SCHEDULE
MARK
MANUF, NUMWER
NAILING
CAPACITY (LBS)
N.O.A
0
NVHTA 20 NU -VUE
20 -16d
2,133 LBS
03- 0224.10
O
NVRT 20 NU -VUE
14 -16d
1,059 LBS
03-- 0327.14
8860 SW 33
Miami, Florida 331552''
305 - 4808013 i F
GALV. STEEL STRAP
& SEAT EA. TRUSS
BENT OVER & NAILED
AS PER
CONNECTION SCHEDULE
�l Top of Beam (87 )
1X6 FASCIA NAILED TO 2X4
SUB — FASCIA W/ 8d NAILS @
• 4" O.C. GALV. METAL
FLASHING
ON 1x2 P.T
NAILER
ON 1X6
FASCIA
STUCCO ON RIBBED
METAL LATH
W/3 "X24" SCREENED
VENTS AT 8' -0" O.C.
1/150x312 =2.08 SF
MIN. ATTIC VENTILATION
GALV. HURRICANE
CLIPS NAILED TO
2X4 P.T. FASTENED W/1/4" "TAPCONS"
4 LONG AT 24" O.C.,2' INTO TBM
PAINT COATS 5 /8
STUCCO ON 8" CONIC.
BLOCK WALLL
J� 0' -0" FIN FL.
N
' U•i • • t • • N it u
Ci • i Y Y • f! u4u
' • W • 1 W Y f • W
r•G (•u 11 •fr!
• t r •
M Y • 11 N • • F 1 W
•••• GOA NW 4Sr- fiYJ
•
ASPHALT SHINGLES ON 30 "FELTYWW. ••�
TIN-- TAGGED TO 19/32 EXTERIOR • r • "
L+•W• • 4u•rG a uf c rf"u W
PLYW. SHEATING W / "H" CLIPS
VERIFY SHALL BE 19/32" CDX EXTERIOR GRADE
LO 12 PLYWOOD AND HAVE STAGGERED JOINTS
SITE 3 AND SHALL BE FASTENED 4" O.C. ALONG
PERIMETER AND 6" O.C. IN FIELD. USE 8d
RING SHANK GALV. NAILS. NAILING SHALL
BE IN CONFORMANCE WITH FBC 1507.
R -19 INSULATION
1/2" GWB ON 1 XSS AT
16" O.C. ON TRUSSES
P.T 1X3 CONT. FIRE STOP
8 "X12 CONC.TIE BEAM W/
4 #5 CONT. TYPICAL
NOTE: ;DROP OVER OPENINGS 8"
EACH SIDE AND ADD 2 #5 Ec
#3 TIES AT 10" O.C..
PROVIDE #3 TIES 48" OC THRUOUT THE TIE BEAM
AND (4) #3 TIES 12 "OC FROM EACH END OF BUILDING.
—1/211 GWB ON P.T. 1 X2'S AT 24" O.C.
W/ R -4.2 INSULATION
PROVIDE STANDARD #9 GAGE LADDER TYPE
JOINT REINFORCEMENT AT EVERY
SECOND COURSE (16" VERTICALLY)
FOR ALL EXTERIOR WALLS AND
EXTEND 4" INTO TIE COLUMNS
OR TIE TO STRUCTURAL COLUMNS
4" WOOD BASE
1/2" EXPANSION JOINT
4" CONC. SLAB W/6 X 6 X 10/10 W.W.M.
ON WATER PROOF MEMBRANE ON
WELL COMPACTED FILL
hik
WELL COMPACTED FILL TERMITE TREATED
SEE FOUNDATION SCHEDULE
�43"COVER
T Y P I CAL WALL SE C T O N
SC: 3/4 = 1' -0"
GALV. STEEL STRAP
& SEAT EA. TRUSS
BENT OVER & NAILED
AS PER
CONNECTION SCHEDULE.
8 "X12" RAKED BEAM 2 X 4BLOCKING @ EA.BRACE.
TOP W/3 -16d TOE NAIL 19/32" COX PLY. SHAFTING
CAP W/ 2 #5 CONT. TO TRUSS /
CAP W/ 2 #5 CONT.
1X6 FASCIA NAILED TO 2X4
SUB— FASCIA W/ 8d NAILS @
4" O.C.
1#5 OIN CONC.FILLED CELL
@48" 0/C i
2" X 6" WD. LEDGER W /1/2 "O
X 3-1/2" L.EXP.BOLTS @24"
0/C IN GROUNTED CELL
TOP OF TBM
ELEV..
5/8" TUCCOIN(2 COAT)
ON CONIC. BLOCK.
2 "X4" X BRACING AT RIDGE AT 5 0/ .
STARTING WHERE GABLE HEIGHT
EXCEEDS 3' -0"
CONNECT TO 2" X ' W/3 -16d
NAILS EA. END
PROVIDE MP BY USP W /10 -8d
GALV. NAILS(X 1-1/2")
AT BOTH ENDS OF VERT. BRACING
PR FAB. WOOD
TR SSES @ 24" O.C.
AS PER MNFTR. SPCS
General Notes
NOTE:
THESE PLANS COMPLY
WITH THE APPLICABLE
MINIMUN REQUIREMENTS
OF F. B. C.
Seal:
NESTOR CIFUENTES'
P.E.
Florida him 24460 ! #o:
Lv
Ir.
TERR ;%
8860 SW 33
Miami, Florida 331552''
305 - 4808013 i F
Project Name and Address I
ADDITION TO EXIST. RESID N
LOCATED AT 6566 SW 59 C
MIAMI, FL. I
Ii
II
I1
0 For revision I j
ND. Revision /Issue
1/2" GBW ON P.T 1 X3'S @ 16" I DRAWN
O.C. ON WOOD TRUSSES @ 2' -0" i
O.C.
P.T 1X3 CUNT.
FIRE STOP
8 "X12" CONIC. TBM. W/ (4) #5 CONT. �p1D"[Yt 1 j "'
,#3 TIES 4 @12" 0/C CORNERS CyT�urlF.D1NG Chcck•�I
048" ELSE', WHERE( 2 #5030 "X30" BENT @ CORNERS) D
!STRUC Owners approval
Apn�icry RY_
PP
SECTIO @ GABLE END
SCALE: NTS S1
Date
AUG, 2008
i
�d