08-471-023PLYWOOD PANEL (NORMALLY 4'X8') LAY
IN A STAGGERED JOINT PATTERN CONT.
OVER 2 OR MORE SPANS
SECTION
Scale: 314"=1'-0"
3" X 12" N'
SO. PINE H
LV -911111110A
3/4" WELD
ALL ROUND
TOP
6 —I
16" X 16"
CONC. COL
DETAIL 'B'
Scale: 1"=1'-0"
TOP OF BEAM
1/2" STL. PLATE
CENTER WEB —
WELD ALL ROUNI
(4) 5/8" X 4"
HILTI QUICK BOL
3/4" STL PLATE
16" X 16"
v" l w
We
NO. 2 SO. PINE P.T.
3/4" DIA. J—BOLTS Be O.C. 6"
EMBEDED
rl
V
S -SECTION A
1[31
D-DTL I
L-1 L-2 CANTILEVER
11
1/4 L-1* 1/4 L-1* 1/4 L-2* 2 -0 1/4 L-2*
STD. HOOKe- OR CANT. - "C" BAR
IT" BAR LENGTH C
IL 'E7 BAR — 116,1—BAR --� "C" BAR —J — — .,T,1 BAR — — B -BAR
6" STD. HOOK
4-7z
6" MIN. F -
COLUMN DEPTH
ALL SPLICES MIN. 36 BAR DIA.
*WHICHEVER IS LONGER IN TWO CONSECUTIVE SPANS
STIRRUP NOTE:
PLACE FIRST STIRRUP 2" FROM FACE OF SUPP. SEE BEAM SCHEDULE FOR SPACING EACH END
BEAM STEEL PLACING DIAGRAM
Scale: 314"=1'-0"
CONTINUE CONCRETE
TO +12'-6"
5" WIDE 1/4" THICK
3" X 10" NO. 2 S0.
<4" X 4" X 1 /4" X
UNDER
CONCRETE COLUMN
DETAIL'A' ELEVATION
Scale: V=11'4'
PLYWOOD PANEL (N
IN A STAGGERED JC
OVER 2 OR MORE
LEAVE GAPS 1/8"
NAILING AT BOUNDA
SEE "PLYWOOD SHE
SUPPORT FRAMING
D -SEAM STEEL RACING -DIA
F
71�q
D-DTL A
5/8" PLYWOOD OVER TRUSSES
24 CONTINUOUS HORIZONTAL
LATERAL BRACING
24 CROSS BRACING —�
WOOD TRUSSI
0 24" O.C.
2-16d NAILS
(TYP.)
24 CONTINUOUS HORIZONTAL 10 SPACES 0 2'-0" O.C. 20'-0" (MAX)
LATERAL BRACING
NOTES:
HORIZONTAL BRACING OF TOP AND 80TTOM CHORD:
1. PROVIDE ONE ROW OF HORIZONTAL BRACING AT PANEL POINTS
AS SHOWN EVERY 10'-0' OF SPAN OF TRUSS USING 2-16d NAILS
PER TRUSS
2. BRACING MEMBERS TO BE CONTINUOUS 2x4 WOOD MEMBERS.
AT SPLICE LOCATIONS, LAP BRACING MEMBERS OVER AT LEAST
TWO TRUSSES.
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MIAMI
TELEPHONE (305) 285-67231 FAX (305) 2854722
535 SW 9 ST. SUITE 100 MIAMI, FL. 33130
DESIGN I CONSTRUCTION ADMINISTRATION
BUILDING INSPECTIONS I CAD PRODUCTION
CONSULTANT/ NOTES
ALFREDO AR EAGA�JR. &
ASSOCI E, RP.
850 WEST 681STIRrj
T'• ,
HIALEAH,,FLO�F IDAL 14 i...
TEL. 605 -2a=7a7
STRUCTWPAL' NGIN
DIAGONAL BRACING: FLA. REG N. 3307
,>r
1. PROVIDE CROSS BRACING, AS SHOWN, AT EACH END OF EACH M
ROW OF PERMANENT HORIZONTAL BRACING, AND AT NOT MORE - -
THAN 20'-0" SPACING IN DIRECTION OF HORIZONTAL BRACING,
APPROVALS/REVISIONS DATE
2. BRACING MEMBERS TO BE 2x4 WOOD MEMBERS. ?
PERMANENT LATERAL BRACING OF TRUSSES
Scale: N.T.S.
D- LATERAL IRACINC IF TRUSSES
1111101
TRUSS CONNECTION FOR PIGGY BANKS
Scale: N.T.S.
a.0 uin •T ikmT miArnu'rr rl innnoTs
SHEATHING DETAIL
Scale: 3l4"=1'-0"
PLYWOOD SHEATHING NOTES:
1. ALL PLYWOOD CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE AMERICAN PLYWOOD
ASSOCIATION (APA) SPECIFICATIONS.
2. ALL ROOF PANEL SHEATHING SHALL BE
5/8"(NOM.) TYPE CDX EXP. APA RATED
SHEATHING. SUITABLE EDGE SUPPORT SHALL
BE PROVIDED BY USE OF PANEL CLIPS OR
BLOCKING BETWEEN FRAMING. UNLESS
OTHERWISE NOTED CONNECT ROOF SHEATHING
WITH 10d COMMON NAILS AT 4" 0/C AT
SUPPORTED PANEL EDGES AND 6" 0/C AT
INTERMEDIATE SUPPORTS.
3. INSTALL ALL PLYWOOD SHEATHING WITH THE
LONG DIMENSION OF THE PANEL ACROSS
SUPPORTS AND WITH PANEL CONTINUOUS OVER
TWO OR MORE SPANS. STAGGER PANEL END
JOINTS. ALLOW 1/8" SPACING AT PANEL
ENDS AND EDGES UNLESS OTHERWISE
RECOMMENDED BY THE SHEATING
MANUFACTURER.
4. ALL NAILING SHALL BE CAREFULLY DRIVEN
AND NOT OVERDRIVEN. THE USE OF STAPLES
AND PNEUMATIC NAIL GUNS ARE PROHIBITED
FROM USE.
18"
x 1" x 1/8"
AND NAIL TYP.
0 EACH TRUSS.
IN TRUSSES
D -TRUSS CONNECTION FOR PIGGY IALRS
M
SEAL: r
Mark A Coltroin AR 0013390
Rieheri K. Jones, AIA
AR 0015755
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SEAL: r
Mark A Coltroin AR 0013390
Rieheri K. Jones, AIA
AR 0015755
SHEET TITLE:
STRUCTURAL
DETAILS
Job No.
moll
Drawing No.',,' f,'
2007 — JONES RESIDENCE
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Drawn By:
RKJ
4
Date Plotted:
„
04/15/2009
D-SHEATING DETAL
Scale:
(VARIES —SEE DRAWING) , -
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