08-1279-013E
5Y4
TWO PLY TRUSS DETAIL
5 /5' PLYWOOD 1
TO TRUST
NAILS
2 x 4
BF
WD. TF
� s
2 x 4 C
LATER,
(MAX. UPLIFT = 3500 *)
VAR
(3' TO
C G.C. VERIP`I' TH15 DIM)
SECTION 1
S -4
SCHEDULE
MARK
DESCRIPTION
MARK
DESCRIPTION
10
AW4LE 31X3'X1/4' W/ EXTENDED LEG (N= 36K*Q. SEE DWG.
Q
PREFABRICATED WOOD TRUSS
BRACING, AT EACH END OF THE BUILDING
STEEL PLATE S -3/4'X 4'4s' (Nm 36Ksl)
Q
VX12' MIN=NCRETE BEAM (VcY3,000 psi, MINIMUM)
3Q'6'
DIAM. HILTI KWIK BOLT II (CARBON STEEL) X 6' EMBED.
(2)
CONCRETE MASONRY BLOCK
MEMBER-
's' DIAM. THRU BOLT FOR TWO PLY TRU55.
PERMANENT LATERAL
BRACING
SPECIAL GIRDER TRUSS CONNECTION DETAIL �a
SCALE V.m S_q
TOP OF GONG.
TIE -BEAM OR BEAM
L10 SPACES • 2' -0'O_C_ = 20' -0' (MAX)_k
NOTES:
Y
1: HORIZONTAL BRACING OF BOTTOM CHORD:
2-DIAGONAL BRACING:
PROVIDE ONE ROW OF HORIZ. BRACING AS
A:PROVIDE CRO55 BRACING, AS SHOWN, AT
SHOWN EVERY V -0" OF SPAN OF TRUSS
EACH END ROW OF PERMANENT HORIZONAL
r
BRACING, AT EACH END OF THE BUILDING
BRACING MEMBERS TO BE CONTINUOS 2'x 4"
AND AT NOT MORE THAN 20' -0' SPACING IN
WOOD MEMBER W /(2) Trod NAILS AT EACH
DIRECTION OF HORIZONTAL BRACING
TRUSS. AT SPLICE LOCATIONS, LAP BRACINCs
MEMBER OVER AT LEAST TWO TRUSSES.
B:BRAGINCz MEMBERS t0 BE 2x4 WOOD
N
MEMBER-
DETAIL OF
PERMANENT LATERAL
BRACING
OF TRUSSES (__E�
SCALE: N.T.S
S -4
5/8" PLYWOOD NAILED
TO TRUSS W 110d
NAILS • 4" O.G.
2 x 4 CROSS
BRACING
WD. TRUSSES o
24' O.C.
2 x 4 CONT.
HORIZ. LATERAL
BRACING
N
16 "x16' MASONRY COLUMN
FILLED W/ 3000 psi. GROUT
AND RE INF. W/ 4#5
VERTICAL AND *308" O.C.
' STIRRUPS
• i
Iro'x16'x5" CONG. CAP
W/2*5 EACH WAY
16'x1ro' MASONRY COLUMN
FILLED W/ 3000 psi.
GROUT AND RE INF. W/ 405
VERTICAL AND *3.5" O.C.
STIRRUPS
L —c
\3'- 0'xx5'- 0"x12' CONCRETE
—FOOTING W/ 405 TOP 4
BOTTOM EACH WAY
16" COLUMN DETAIL (_B
SCALE 1/2' = 1' -0' S –A
PREFAB WOOD ROOF TRU55E5
• 24' D.G. SEE ROOF PLAN
DRILL 101 VERT. REBAR
6' INTO EXISTING
GONG. BEAM W /HIT WY
150 SYSTEM BY HILTI
NEW CONCRETE
COLUMN. FOR RE INF.
SEE SCHEDULE
DRILL 101 VERT. REBAR
6' INTO EXISTING* GONG.
FOOTING WHIT HY 150
SYSTEM BY HILTI
EXISTING
CONCRETE
BEAM TO REMAIN
EXISTING
' IASONRY
UALL TO REMAIN
SECTION c
SCALE 1/2' = 1' -0' S -4
UPL IFT I I y
CONIC. BEAM OR
SHEAR WALL SEE
PLAN t SCHEDULE
USE HLPTA '15 TRUSS ANCHOR BY
U.S.P. AT EACH END BALANCE •
3' -0' MAX_ IN BETWEEN
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NEW CONCRETE DRILL 305 LG. W /6" NTC i � " r • 4
FOOTING EXISTING CONC. W /VITN
36 WY-150 SYSTEM BY HILTI (TYP.)
SQ0* t•vi0 F•i
30' (TYP-) 6' i i Y
crrr i •
•
/7/ 1717 — %7/6 ]. V itrfi Y rtF y
2'X4" W001
BLOCKING W/ (,
16d AT E.3
PREFAB. WO01
ROOF TRUSSES
24' 0.(
lk■" PLYWO(
SHEATHING (T1
PLYWOOD PAN
4' -0' x V -G
5/5' PLYWOOD
SHEATHING W/ 1c-
NAILS •4'C
PREFAB. WOOD
TRUSSES • 24' O_C.
TOP OF BE
`F ELEV. +10'-
U5E HLPT
ANCHC
CONCRETE TIE
PLAN # SEAM
FOR D IMENS Ii
ANCHOR SCHEDULE
LISP No.
DESCRIPTION
INSTALLATION TYPE
FASTENERS
DESIGN LOADS
HLPTA 15
EMBEDDED T05 AICWC)R
SINGLE ANCHOR
SEAT PLATE
TRUSS/RAFTER
UPLIFT
PI
F 2
(2) 10d - 11/2
(20) 10d NAILS x I -V EMBED
2125*
1860*
1160*
ISOMETRIC
STRUCT. ANCHOR DETAIL
SCALE 1/2' = I' -0'
EXISTING CONCRETE
FOOTING
FOOTING DETAIL
BLOCKING DETAIL (PLAN VIEW)
SCALE 3/13'= 1' -0"
SECTION
BLOCKING 2'x4" BETWEEN
TRUSSES W/(2) Irod NAILS AT
EA. END NAIL PLYWOOD TO
BLOCKING AS PER NAILING
PATTERN SHOWING: IN ROOF
FRAMING PLAN. SEE DETAIL
F /S -4
F
S -4
'1T`'( OF S 1� � i
eull -DI
ST UCTUIR
,ti P14uQ 15Y -_
NOTICE:
ARCHITECT 4 STRUCTURAL DRAWINGS
HAVE TO BE CONSULTED TOGETHER.
CALL ARCH/ENGINEER FOR ANY DISCREPANCY
BEFORE START Cr- WORK
nt
a EDUARDO GONZALEZ ICE., INC. ,.
STRUCTURAL ENGINEERS
717 Pence We Leon Blvd. Suits 335 l'•
Coral Cables, Florida 33104 w�,
Tel. (305) 445 -5100 Fox (305) 445 -9644 '" A `"-1
STATE OF FLORIDA REGISTRATION # 24927
STATE OF FLORIDA LICENSE # EN-0006182
PROJECT f 0444
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NOTES - SCHEDULES
SCALE AS SHOWN
9RAWN
Joe 2009
DATE G /11!09
SHEET:
S -4
1 OF: 5
0
w
�
NOTES - SCHEDULES
SCALE AS SHOWN
9RAWN
Joe 2009
DATE G /11!09
SHEET:
S -4
1 OF: 5