11-1075-018NOTE
NOTE
TYR
D ET
A/S
G =3.9K
U =3.OK
(SEE UPLIFT CONN.)
TYPICAL
G =7.1 K —
U =2.2K
SEE UPLIFT
(1) 3/4 "0 THRU BOLT
12
SEE PLAN
MIN. 8'x12" CONC,
TIE BEAM
REINFORCED MASONRY —
OR CONC. COLUMN
3 "x8" WOOD RAFTERS
ANG. 3 "x3 "x 1/4" W/
EXTENDED LEG
5" MINIMUM
3/4'0 EXP, BOLT
EMBEDMENT
(TYPICAL)
G =3.1 K
11 —n nv
5/8" MIN. EXT, GRADE
PLYWOOD
PREFAB. TWO
PLY TRUSS
hCTAII r /c Z
3 "x8" WOOD RAFTERS
PI(_CV QAr1V
STEEL PLATE 9 -3/4'x
4 "x 1/2" GALV.
Q
3/4 "0 HILTI KWIK 3
ROOF
FRAMING
P
EXP. BOLTS.
r�
O
CONC. TIE BEAM
ANG. 3 "x3 "x1/4" W/
EXTENDED LEG
GIRDER UPLIFT CONNECTOR GIRDER CONNECTION
SCALE : NTS. SCALE : NTS.
TWO PLY GIRDER TRUSS
MAX. UPLIFT = 8000#
SCALE 1/4 -1 ' -0"
DETAIL B /S -2
3 "x8" WOOD RAFTERS
® 24" O.C. (TYP.)
DETAIL C /S -3
G =770#
U -644
NOTE 5
TYP.
3 "x8" WOOD RAFTERS
® 24" O.C. (TYP.)
NOTE
DETAIL A /S -2
ROOF STRUCTURAL NOTES:
1). - 2 "x4" CONTINUOS BOTTOM CHORD BRACING AT 8' -0" MAX
W12-1 Gd NAILS @ EACH INTERSECTING POINT.
2). - ROOF DESIGN LOADS:
LIVE LOAD = 30 P.S.F.
5. 1. DEAD LOAD = 25 P.S.F.
NET UPLIFTS:
ZONE 10 = 30 P.S.F.
ZONE 20 = 46 P.S.F.
ZONE O3 4G P.S.F.
3). - ROOF SHEATHING SHALL DE 5/8" CDX EXTERIOR PLYWOOD
WITH I Od NAILS @ G" o.c AT EDGES AND INTERIOR
SUPPORTS.
4). - ALL TRUSSES SHALL BE ANCHORED WITH NU -VUE NVHTA -20H DOUBLE STRAP
WITH G- I OD NAILS THRU SEAT PLATE AND 9-1 OD NAILS THRU EACH STRAP, U.O.N
NOA. # 08- 0325.02
5). - USE NU -VUE NV5TA20 STRAP W/ 9 -1 Od x 1 112" ON
EACH STRAP AND G- I Od ON SEAT PLATE, N.O.A. 08- 0325.02
C). - I "xG" T * G FASTENED TO WOOD JOISTS W/
2- 1 CJ NAILS PER BOARD PER SUPPORT.
TRUSS MANUFACTURER NOTES.
I) IN ADDITION TO THE SPECIFIED
DESIGN LOADS, TRUSSES MUST DE
DESIGNED FOR AN ADDITIONAL 200#
LOAD IN BOTTOM CHORD PANEL
POINTS AS PER FDC R 4403.4.3.
2) TRUSS SPECIALTY ENGINEER PLEASE NOTE
THAT OVERSTRESSING OF WOOD FOR WIND
DESIGN IS ALLOWED BUT NOT TO OVERSTRESSED
TRUSS METAL PLATES.
2'x4" CONT, LATERAL WOOD BRACING
"(2 NAILS EACH MEMBER.
TO BOTTOM CHORD MAXIMUM
PACING AND A5 REQUIRED BY
MANUFACTURER.
1 24" ' 1 � PRE — ENGINEERED WOOD TRUSS
(OVERLAP @ SPLICES)
PLAN VIEW
TYPICAL LATERAL BRACE SPLICE.
SCALE: NOT TO SCALE
5"x10" OR . /, „x8„
-IF ❑ EAiiV — WO01.) E EAiV
O
1 1 /2 "x6" x / "xo'- 61 /2„
W/ (2) J/4"O THRIJ BO -Is
& 5/4 "0x5" HILI -I '<WI'rC
EXP. E OLT, TYP.
A
DETAIL
S -2 SCALE: 3/4
6 "x10" WOOD BEAM
.� X1(] 01� X "„
WOOD D FAN
(2) J/ S X 5
LAG 00L IS TYP.
`�t11I�ITIrrror,,°
GAL V. 4 / x6 "x6 "x0'- 6' w���\Q^ ��°O` r/r
W/ (2) / /I"0 -HRU HoLTS Q� V .�
TYPIC AL. T:,
B DETAIL
S-2 SCALE: 3/4" = 1'-0"
86956
p : STATE OF
r' �xN V
ABRAHAM ARVBLO
el-
ARVELO AND ASSOCIATES, INC.
STRUCTURAL ENGINEERS
4848 SW 74th CT., MIAMI, PL
(305) 667 -7628
CERTIFICATE# EB- 0007321
�J. �' /I I
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