HomeMy WebLinkAbout3377-13NOTES
LOAD COMBINATION
AXIAL (Fx)
SHEAR (Fy)
SHEAR (Fz)
MOMENT (Mz)
MOMENT (My)
All high strength bolts are A-325 bolts
26,_21„
0.18
0
0
0
10'-6M' REF.
—3.16
and are to be installed by the "Turn Of
a
3/4" NUT
0
0
- _
_
The Nut" method, as specified in the 9th
0
C-
0
0
0
0
0
edition of the AISC "Specification For
WO.
WASHER PLATE
Structural Joints Using ASTM A325 or
-2•
2-1/4" f 1/4"
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A490 Bolts", Section 8 D (1). A-325
H
EDGE OF CONCRETE
bolts may be installed without washers
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FILL WITH
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(BY OTHERS)
when tightened by the "Turn Of The Nut"
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NON -SHRINKING GROUT
method. It is the responsibility of the
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3/4"x 18" ANCHOR
erector to insure proper tightness.
WITH 3" HOOK
Inspection of high strength bolting, if
LAY OUT ALL
\
required to be per chapter 17 of the
DIMENSIONS
Uniform Building Code (UBC), Standard
FROM CENTER
Building Code (SBCCI) or the National
OF OCTAGON
Building Code (BOCA).
ANCHOR
DETAIL
Erection of the framing members will
R13'` "
require the main columns to be plumb,
Boo
square and tightened before installing the
p,NCHOR
purlins. Purlins, if required, must be
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parallel to the eave beams and tension
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members.
Fz
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COMPRESSION RING
Unless the building has a factory applied
powdercoat paint or galvanizing, the frame
Z
Fx
will be prime painted and will be required
TENSION MEMBER
to be finish painted in the field with all
Fy
the paint, materials and labor not by W.H.
PURLIN
Porter, Inc.
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Y
My
Mz
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Z
FOUNDATION
ANCHOR BOLT
(8) PLCS.
TRUSS
LOADS TO FOUNDATION (KIPS, FT.
KIPS)
REACTIONS
COLUMN
LOAD COMBINATION
AXIAL (Fx)
SHEAR (Fy)
SHEAR (Fz)
MOMENT (Mz)
MOMENT (My)
DEAD + LIVE LOADS
3.29
0.18
0
0
0
DEAD + WIND LOADS
—3.16
—0.51
a
0
0
0
0
0
0
0
C-
0
0
0
0
0
TRUSS TAIL
ANCHOR LAYOUT
1/491
FRAME PLAN
1/4 _ 1'-o„
COMPRESSION RING
TRUSS —
NOTES: PER DJK: BOOK OCTAGON 28 ALL STEEL
DESIGN OF FOUNDATION TO BE PERFORMED BY AN ENGINEER BY POLIGON PARK ARCHITECTURE.
OR ARCHITECT. THIS DRAWING IS NOT INTENDED AS A FOUNDATION CONTACT (800) 354-7721 OR (616) PURLIN
DESIGN. IT IS SUBMITTED AS A REFERENCE TO MINIMUM SLAB 399-1963
DIMENSIONS AND ANCHOR BOLT LOCATIONS.
IF WALLS ARE TO BE SPECIFIED, CONSULT FACTORY FOR REVISED
SLAB DIMENSIONS. TENSION MEMBER
TRUSS TAIL
1 2 8' OCTAGON GAZEBO - ANCHOR LAYOUT
COLUMN
MATERIAL SPECIFICATIONS:
00
TUBULAR SHAPES - ASTM A500 GRADE B 46 ksi
COLD FORMED LEES: ASTM A570 GRADE 50
C CHANNELS: ASTM A36 36 ksi
CONNECTION PLATES - ASTM A36
CONNECTION BOLTS - ASTM A325
ANCHOR BOLTS - ASTM 307
WELDING PROCESS: GAS METAL ARC WELDING FRAME ELEVATION
WELDING ELECTRODES - E70xx 1/4 = 1'-0"
COMPRESSION RING
ROOF PANEL
// \\ PURLIN
\\ 2 28' OCTAGON GAZEBO - FRAME ASSEMBLY
// \\ TENSION MEMBER
*DIMENSION APPROXIMATE -
DEPENDS ON TOP ALIGNMENT OF PANELS.
ROOF PANEL LAYOUT
N.T.S.
PANEL DMERLAP
N.T.S.
PANELS 2'W, 2867, 2571 AND 25"
OVERLAP M THE RIGHT'
TO BEGIN: MARK THE CENTER OF NOTE:
THE COMPRESSION RING, PURLIN _Fck— PANELS 2568, 2569, 2585 AND 2570
AND TENSION MEMBER. POSITION OVEN TO THE LEFT
ONE OF THE LONG CENTER PANELS
WITH CENTER OF RIB AT CENTER OF/ \ METAL- - ROOF TO BE
FRAME, AND WORK OUT TO THE
CORNERS. COMPLETE EACH PIE IN EVERGREEN COLOR.
THIS FASHION.
COLUMNS AND FRAMES
TO BE ALMOND COLOR.
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PANEL NOS. USED AS GROUP 2568 2567 2571 2564
OR OR OR OR
PANEL NOS. USED AS GROUP -----(2566 2569 2565 2570
ALL ROOFING SCREWS
14x1" SELF—TAPPING
GASKET HEAD SCREWS. ROOF PANEL LAYOUT
1/4"=1'-0"
FASTENER SCHEDULE re
N.T.S. * APPROXIMATE Scale: 1/4"=1 —0
FASTENER SCHEDULE 0 TRUSSES and PURLINS
4 28' OCTAGON GAZEBO - SHELTER ELEVATION
FASTENER SCHEDULE 0 TENSION MEMBER
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2782 `°� y% LANDSCAPE PLANS
*WAWN 06 PATRICIA A. MAt�� ��J_0 PARK AS SHOWN
�` Sl6istTUAE
s 1-Zo • `�. DATES 2/15/03
1 WE
�gTF,o�pB,, APPROVED !-2t,c VG. Nm 1
3 28 OCTAGON GAZEBO - ROOF PANEL LAYOUT of �A��
MY ENGDEER RZE.. 1TE 3377 48
1 9 T e% c A P1! 1
Landscape Architecture
and Planning
3195-8 Airport Loop Drive
Costa Mesa, CA 92626
Richard Polhorn^ License CA—#2782
(949) 644-9370 (714) 210-3140 FAX
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