09-74-011w•r.w w.w.♦ r� �_ r {lUVyy ywGvyEusebio M. Mora
•• 4 V 4 • G W V • V
• w �" 'Architect Fla. 0c.# AR0011732
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TRUSS CONNECTOR SHEDULE
MARK
TYPE
FASTENER
UPLIFT
LATERAL CAPACITY
N❑A
CAPACITY
TO WALL
TO WALL
USP TA16R
9-10d NAILS TO TRUSS
O2375
670
490
D 1—0912.05
USP TA16
10-10dx1Y2" NAILS TO TRUSS
Og
USP TA16
10-10dx1Y2" NAILS TO TRUSS
1055
335
380
01-0912.05
16-10d NAILS TO TRUSS
SINGLE —PLY MEMBERS USE
OFOR
C
USP LUGT2
3/4" PLYWOOD FILLERS EA. SIDE
1850
460
1220
03---0219.02
5— Y4"O x 3" WEDGE BOLTS TO
TIE BEAM
VUE
7-16d NAILS TO TRUSS &
ONU—
NVRT--24
5— Y4% x 2" TAPCONS
880
—
—
03-0327.14
TO TIE BEAM
N❑TE: ALL VALUES ARE IN POUNDS
"U51=" GALv. HURR. STRAP 4 MTL.
SEAT "TAPLI(o NAILED c EA TRU55
W/ (6)-10d NAILS THRU PLATE 4
W/ (13)-IOd NAILS THRU MTL. STRAP. r—(4) - 20d NAILS
10d NAILSo 4" c/c.
EL. VARIES
TOP OF RAKED TB VA p
t I I+
8"x 8" CONC GAP / RAKED
BEAM W/ 2 - 05 CONT. BARS
'
PROVIDE 1 «5 VERTICAL BAR
!%
+� 32" O.G. * CONC. GABLE END
'
I
I
/
I
II
'
FILL CELLS SOLID
W/ CONC. GROUT.
EL. +8'-2"
L2x4
TOP OF TB
P.T. GONT,
TB-1, SEE
W/ I/2"0 HILT)
SCHEDULE.
KWIK BOLTS
*24" c/c.
I
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GABLE END DETAIL.
am UnrAe
DOWELS SAME
4 NO. AS VERT_
v
m
CONCRETE COLU
WELDED WIRE FABRIC
HANGER BY USP MANUR
MODEL JL24 WITH 4-10d NAILS
THRU STRAP 4 2-10d
NAILS THRU OUTRIGGER.
(2) 20d NAILS
(TYP. CONNECTION)
DOUBLE 2"x4" CROSS
BRACING * 5'-0" c/c.
NEW PREFABRICATED —•
WOOD TRUSSES *24" c/c.
3/4,7
Olt EL. SEE PLAN
TIE RM.
OCL EL. -0'-0" (SEE PLAN)
GROUND FLOOR
6 MIL. VISQUEEN
FOOTING (SEE SCHED.)
UNDISTURBED LIMEROCK
N DETAIL
5/8" CDX PLYWOOD WITH
10d NAILS 4*" c/c. ALL
SUPPORTS.
ROOF LOAD CALCULATIONS
WIND UPL11=T A.S.C.E 'I-98 EXP. C
V = 14ro M.P.H. I = LOE,
HEIGHT < 15' Kh = 0.80
ROOF DEAD LOAD = 2-1 PSF.
ROOF LIVE LOAD ■ 30 PSF.
NET UPLIFT LOAD = 55 PSF. (ZONE 2 4 3)
NET U LIFT LOAD = -31.45 F'SF. (ZONE 1)
P = q E(G Cp)-(G Cpi )]
q = 0.00256 K (I V) z
q= 0 ia0256 x 0.80 X (1.05 X 146) 48.13
G C pl = -1.1 G C p1 = -2.0 G Cpf = ± 025
P = 48 E (-1.1) - (+ 02501 = -&4.8
P = 461(-2,0) - (+ 0.2501 =-108.00
ROOF DEAD LOAD = 11 PSF.
R0OF LIVE LOAD = 30 I-V=.
BALCONY LIVE LOAD = 60 PSF.
12 CONTRACTOR SHALL FIELD VERIFY
EXISTING ROOF TRUSS PITCH 3
PRI❑R TO MANUFACTURE OF ALL
NEW ROOF TRUSSES, TYPICAL,
TYPICAL WALL SECTION 1/4"
I Ord Wa CiRT1 •
1 /4"
TYPICAL WALL SECTION 1/4" ),
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4 • V V U
U V • V E u U
ii•G • (lu6Y." V V V U V U u V N V •
STANDING SEAM MTL. ROOFING ON 110ENSEDECK"
ON 30" FELT ON 5/8" "CDX" EXTERIOR
GRADE PLYWOOD SPEATHING (TYP.)
NAILED W/ Sd NAILS 4" O.G. *
PERIMETER 4 6" * INTERfOR PANELS
EXIST CONC. TIE BEAM
(SEE STRUCTURAL 014ra .)
EXIST. 8" CONC. BLK. WALL
EXIST CONC_ FTCG.
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6761 Southwest 68th Terrace
Miami, Florida 3 3 1 4 3
(305) 7 4 0 — 5 1 85
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DRAWN BY:
EMM
CHECKED BY:
EMM
ATTACHMENT NO.:
ATTAC H M ENT#
DRAWING FILE NO.:
2006-002
DATE:
3/2/2006
SCALE:
NOTED
SHEET NUMBER:
S3
0 F 12