05-1454-0093" CLR:
SECTION
3/4" = 1' -0"
1" DEEP x
CONT. SAWCUT
SAWCUT CONTROL JOINT
SECTION
3/4" = 1' -0"
12
41
SEE ROOF PLAN FOR
STRAP REQUIREMENTS
#5 @8 "o
T.O. SLAB EL. = +0' -0"
SEE ARCH DWGS
FINISH GROUND
III =1 I I =1 I I =� I
— III —III
18" MIN.
WF FOOTING (SEE PLAN
AND SCHEDULE)
COMPACTED SOIL (TYP.)
CONT. KEY
CONSTRUCTION JOINT
SECTION THROUGH ARCHED ENTRANCE
1/4" = 1' -0"
F3.0
D
17— /-1 I I N 1 n A T 1/\ N I A N 1 r\ r— 1 n n n r� I ` A N I
" 3' -6"
STRUCTURAL D RAW I -N G- _ICJ- OTES -_ _ -
W
8" reinforced CMU wall with ladder type reinfor,:em-�nt ai_ '
1 S
every other course and #5 in grout filled cell at all corners,
U
intersections, ends of walls, and 6f-132" c.:: - between. , _, _
4" thick concrete slab— on— groun (5,wit"n _6x5- W1.4zW1 4 =
2S
W.W.F. at mid —depth on polyethylene sheet over conlpactod --
o Q �-
soil.
3S
thick compressible joint filler. Caulk top of joint after
placement of slab (typ. all around).
4S
Continuous polyethylene sheet (see "General Structural Notes"
Q
no. 02000 for additional information).
5S
Plywood roof sheathing (see "General Structural Notes" no.
�-
06110 for additional information).
6S
Prefabricated wood trusses at 24" o.c. (see "General
�
Structural Notes" no. 06176 for additional information).
7S
2 #4 x 36" bars placed diagonally to corner at upper third
N
of slab, 12" apart, with first bar placed 2" from corner.
8S
Prefabricated wood girder truss (see "General Structural
L_L_I �
Notes" no. 06176 for additional information).
9S
NOT USED.
10S
2x4 Cont. lateral wood bracing perpendicular to prefab
truss /girder at bottom panel points, max. 8' to 10' o.c.
Q
Fasten to top of bottom chord with (2)16d nails. OR 1x3
furring strips at 16" o.c. with (2) 8d nails into each
intersection truss /girder.
1 1 S
2 x 6 wood ledger fasten with X" 0 Hilti Kwik bolts at 12"
o.c. with 4.75" minimum embedment. Isolate wood from
concrete with continuous roof felt paper.
12S
2 x 6 wood ledger fasten with J" diameter Tapcons at 12"
o.c. Isolate wood from concrete with continuous roof felt
paper.
13S
2 x 4 wood ledger fasten with J" diameter Tapcons at 12"
o.c. Isolate wood from concrete with continuous roof felt
Structural Engineers
paper.
4444 SOUT�tWEST.71stAVENUE
SUITE 103, %MAMl 'FLORIDA 33155
305
CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS,
EXISTING AND JOB SITE CONDITIONS WITH ARCHITECTURAL DRAWINGS
PRIOR TO COMMENCEMENT OF CONSTRUCTION. REPORT ANY
DISCREPANCIES TO A/E IMMEDIATELY.
XO DENOTES TRUSS CONNECTORS. SEE TABLE ON SHEET S -04.
x lox 0'-10"—
4) 3/4" DIAMETER
D ANCHOR BOLTS
F3.0— FOOTING (SEE PLAN
AND SCHEDULE)
COMPACTED SOIL (TYP.)
SECTION
3/4" = 1 ' -0"
COLTRAIN AND JONES
ARCHITECTURE, P.A.
DESIGN + CADD PRODUCTION
CONSTRUCTION ADMINISTRATION
BUILDING INSPECTIONS
TEL.(305) 285 -6723 FAX.(305) 285 -6721
535 SW 8 ST. MIAMI, FL 33130 SUITE 100
REVISIONS /COMMENTS,
JOB NO.: SHEET NO.
PERMIT SUBMITTAL DATE:
DATE PRINTED:
09/09/05
SCALE:
AS NOTED
DRAWN BY-
E. C.
S.02
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JOB NO.: SHEET NO.
PERMIT SUBMITTAL DATE:
DATE PRINTED:
09/09/05
SCALE:
AS NOTED
DRAWN BY-
E. C.
S.02
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W z LL-
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0
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U.S. Met=% Inc.
4
Structural Engineers
4444 SOUT�tWEST.71stAVENUE
SUITE 103, %MAMl 'FLORIDA 33155
305
305,66a`�4555• Q65.5522
email` .U- ucturesiriccom
QA M39 • 7' ,-
�,..�
Jose A.ToI'Qo,tR d
SVUctural a6ineer _ 1
Florida License Wo. 54891 J
TS4x4x 1 /4
SHEET TITLE:
STEEL COLUMN
TE -8
FOUNDATION
PLANT ,
1" NON— SHRINK BEARING
GROUT (AS REQUIRED)
NOTES /DATES:
JOB NO.: SHEET NO.
PERMIT SUBMITTAL DATE:
DATE PRINTED:
09/09/05
SCALE:
AS NOTED
DRAWN BY-
E. C.
S.02