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JOB NO,
TD503 -02
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NOTE: DETAIL 15 TYPICAL
AT ALL FOOTING CORNERS
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5CALE: 3/4' = 1' -0"
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A2.1 SCALE: 3/4" = 1' -0'
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is 2' -0' O.G.
BREAK BLOCK
AND FILL WITH
3000 PSI CON(
TIE -BEAM
C.M.0 WALL -
STUCCO FINI
USP TAPL16
ANCHOR (TYP.)
USP JU525
WOOD TRU55E5
m 24'
USP MPA 1
J'it —,rI' HURRICANE CLIP
P.T. 2X4 NAILERE W/ DIA.
X 4' A$.'S a 24'
L TYPICAL GABLE END DETAIL
A2.1 5CALE: 3/4" = 1' -0'
- - -- - -- - - - - - --
COPY - SCALrb TOT IT__
____
_-F.FV1510N5 DATE
- - - - STRUCT. AUG. e
-,REVISION 2005
GENEF -4L NOTES: __ --
I. THE BUILDING SHALL HAVE PRE - CONSTRUCTION TREATMENT PROTECTION AGAINST 5U5TZ_rZ-mANEAN TE7lli 11TE.2 -
IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE 'FLORIDA DEPARTMEN' OF ;:+GRICULTURE
AND CONSUMER SERVICES.' A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT
BY THE LICENSED PEST CONTROL COMPANY PERFORMING THE TREATMENT.
2 CONTRACTOR TO COORDINATE THE LOCATION OF ALL WINDCW/1 IASCN4RY /CCNCRETE OPENINGS WITI4 THE
5TRUCTUR4L PLANS.
SOIL S T = TENENT -BASED ON V15'UAL INSPECTION OF THE SOIL CC*-.515T5 OF U!,1 ISTURBED SAND AND
ROCK WITH MAXIMUM CAPACITY OF 2C00 PSF. THE = RCHITECT OR EN31NEER 5H4LL SUBMIT TO THE COUNTY
IN5FECTOR A 51G -NED AND SEALED LETTER ATTESTING THAT THE SITE H:5 BEEN OBSERVED AND THE
FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESSN 15 BASED.
3 "5 CONT. GROUTED INTO
CONCRETE BLOCK CELLS
FILLER TRUSSES
a 24' O.C.
STRAP NEW FILLER
TRUSSES TO EXIST.
TRU55E5 WITH USP RT24
STRAPS WITH 16 -10d NAILS
GROSS BRACING a 5' -0' O.C.
TO 3' -0' MIN. WALL HEIGHT
NOTES:
1. FOR ROOFING SYSTEM REFER TO
BLDG. AND WALL SECTION,
2. CONTRACTOR TO COORDINATE WITH
DEMOLITION FLAN FOR REMOVAL OF
ROOF OVERHANGS.
5/8' CDX SHEATHING
ATTACHED WITH IOd
NAILS a 6' O.C. (TYP.)
WOOD TRUSSES
a 24' O.G.
- USP RT24 STRAP
a EACH TRUSS
NEW 8'X12' MIN. TYP. CONS. TIE BM. W/ (4)
m 4 (2) '5 BENT 30' E.A. WAY 2 CORNER _
33 STIRRUPS a 12' O.G. a CORNERS, '3
STIRRUPS a 48' O.C. REMAINING.
INT. CEILING FINISH -
'� REFER TO RFCG. PLANS
EXISTING TRUSS
STRUCTURE TO REMAIN
EXISTING STRUCTURE
TO REMAIN
INT. WALL FIN15H -
REFER TO WALL TYPES
FILLER TRU55E5 TO EXIST. TRU55. CONN. DETAIL
SCALE: 3/4' = 11 -0"
PROVIDE 2 5 a DROP
(MIN. BEARING 8' EACH
SIDE OF OPENING) -L,
OPENINGS
BEAM
REINFORCING
DROP BEAM
OVER OPENINGS
SHEATHING, FASCIA AND .
FINISH DETAILS NOT
DRAWN FOR CLARITY
29 ;
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1 DROPS AT OPENINGS DETAIL
�2.SCALE: 3/4' = 1' -0' GENER,4L NOTE:
TO THE BEST OF MY KNOWLEDGE
THESE PLANS COMPLY WITH THE
MINIMUM STANDARDS OF THE FLORIDA
BUILDING CODE 2001 EDITION
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DATE
ARCHITECT OF RECORD
A.R 0010455
S+4EET
,42.1
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DATE
05 -26 -05
SCALE As noted
JOB NO,
TD503 -02
S+4EET
,42.1