11760 SW HALL BLVD-2 rr
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GENERAL REQUIREMENTS a � � U
4� GOVERNING CODE: The "Uniform BuildingCode", a
1997 Edition, as
REMOVE EXISTING ROOFING --
_ - �- �r REMOVE EXISTING ROOFING
?. adopted and modified by the City of Tigard, shall govern design & INSULATION AS REQUIRED 0
;t and construction. TO INSIALL 8x8 BEAM & INSULATION AS REQUIRED
V4"A l/it" GALVANIZED 1 u INSTALL ux8 BEAM �
CHANNEL BY COOLING 8x8 LAG SCREW (2 EACH PI ATE) , 0
t REFERENCE STANDARDS: Reference to ASTM and other standards \ " H
incorporate these standards into the contract as though included " TOWER MVR 6 -16 GA BENT PLATE V4"x1L%" GALVANIZED
L't x4 GALVANIZED LAG - SAX PATCH ROOF & r l
in their entirety. Reference to a specific section does not (2 EACH CORNER) PROVIDE NEW 8x8 LAG SCREW (4 EACH PLATE) U I
SCREW (EACH CORNER I c _
relieve the contractor from compliance with the entire standard. j COOLING FLASHING l
OF COOLING TOWER) #12-14 TEK SCREW TOWER, SEE - 16 GA BENT PLATE jai �°�
The latest edition of the standard shall be used unless a EXISTING-- " D a. U
specific i f i c da t 's indicated. ROOFING - 2 MAXMAY, (2.) EACH PLATE / MFCH (2 EACP CORNER)
p e i dicated. PATH ROOF & '�` C� EXISTING 1V2" a
PROVIDE NEW METAL DECK n
EXISTING 1'/t EXISTING -
NOTE PRIORITIES: Nntes on the individual drawings govcin over - FLASHING EXISTING
EXISTING a
notes on this sheet. METAL DECK �� '�I 1 A 1 2P 1 ROOFING ROOFING
II
— � "
STRUCTURAL DETAILS: The structural drawings are intended to showIr
-- - - -
the general character and extent of the project. They ar3 not - - ._
�-'j n, E F
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intender, to show all details of the work. ' I U U -- - - - - --
N
CONTRACTOR RESPONSIBILITIES: The contractor is responsible for
the means and methods of construction and all job related safety
- - -
standards. He is responsible for Lhe strength and stability of I I I SECTION A-A - - --- - - - �7- - 1. — I EG2
the structure during construction. He shall provide temporary I NTS I yY6
shoring, bracing and other elements reau'red to maintain
I �-
stability until the structure is complete. It is the EXISTING 10" _Z EXPIRES: 6-30-e9l STEEL BEAM I EXISTING 10"
contra;;tor' s responsibility tc be familiar with the work required I I STEEL BEAM
in the construction documents and the requirements for executing _ 1
it properly. The contractor shall at nis discretion employ an
—EXISTING 10" REINF
Oregon State registered structural engineer for design of -- I BRICK WALL
temporary bracing and shoring. EXISTING 24 STEEL-
' JOIST EXISTING WALL
DISCREPANCIES: In case of discrepancies between the referenceSECTION @ COOLING TO R SECTION @ COOLING TOWER
—01,
2
standards and the govQrning code the Engineer will determine � SCALE: ""- .'-O" ' cCALE: 1'=1'-0"
which shall govern. b screpancies shall be brought to the V
attention of the Eng'neer before proceeding with the work.
SITE VER,'IICATION: Ths contractor shall verify all dimensions
and conditions at the site. Conflicts between the dre ,ings and
actual site conditions shall be brought to the attention of the o0
Enginee,, before proceeding with the work, �
a'
CONSI-RUCTiON LOADS: Load:, on the itructurr during -.onstruction
shall net exceed the design lol;ds as nute� in DESIGN
P.EOUIREMENTS below or the capicity of partially competed
construction.
i
ALTERNATES: Alternates 'or• specified items may be submitted to
the Engineer for revie=w.
TESTS AND INSPECTIONS J Y
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INSPECTIONS: Ail construction is subject. to ins t;:ti t '- " * - " * '- ^ * Z
p on by he _ 8 0 Ok
8 D 9 0 0< 3 �
Building Official in accordance with UBC Sec. 108. The a a o � o N
contractor shall coordinate all required inspections with the
Building Official. -----
STRUCTURAL OBSERVATIO" Structural Observation shall be provided
in Seismic Zone 3 or 4 wh.;n required by the Building Official in
accordance with UBC Sec. 1702. The cwner shall employ the -
engineer responsible for the structural design to perform the l I
structural observation as defined in UBC Sec. 220. The I I 1
contractor shall coordinate with the Engineer to schedule for �.- ¢ EXISTING I EXISTING
g � BEAM ?O REINF BRICK
structural observation. F,S REQD TO CLEAR WALL
EXISTING ROOF VENT
DESIGN REQUIREMENTS 1'-6" MAX I I
DESIGN LIVE I-ORDS: EXIST ROOF VENT EXISTING
(FIELD \_RIFY it COOLINGl0" STEEL F—
a LOCATION) Town P P,EAM (T`(P)
Roof (snow). . . . . . . . . . . . . . . 25 PSF r 6� � I i UJI
COOLING )'
TOWER
1 �^ CH
WIND DESIGN: Basic Wino Speed = 80 MPH, Exposu-e 3, I = 1. 0. END OF- (SEE ME� in
8x8 CURB / < w
SEISMIC DESIGN: Seismic Zone 3 Soil 'Type Sid, = I j cV END 0F 8x8
YP i 1. 0. 1 CURB I C]
,�- -------- -----------
--- - -- :711
a ! I I 1 y
w00D FRAMING �T 8x8WO DJEAM/CURB, j C) Q-- pQ 1r.7
I o0 I CD
W
REFERENCE STANDARDS: Conform to: � a I 1 "
1 UBC Chapter 23 "WOOD" I J� 00 1 i 4 MIN " / O
{ ) p � �- EXISTING 10 1
(2) NDS - 1991 and NDS Supplement - 1991 "National Design I I I 1,8X8 OD BEAM/CURB a I REINF BRICK I ) �
Specification for Wood Construction" �, ,` / �i,l WALL BELOW r UJI -r 0
U.
- - -- - - - - --- - - - - ---- a a -' - - - -
-- -- -- _. ___ CtTI dfT1GARD
c• •• •• .•.......•......•...•••......................
IDENTIFICATION: All sawn lumber shall be identified by the grade -- - - - - _ - - - - - -- - �. „-- I Ap�x'�d ,G � j, Q Q
mark or a certificate of inspection issued b the certifying V O LAG I I Condltler�ally App�oved• . ...................... � Q
P Y Y 9 c'n ��
SCREW SEE DETAIL I tiAr,rk n! rii , f " r'-
cgency. ' � I For only the .1 � Z J
1/S1 Y L Z•21 W-4q
COOLING HERMIT NL j�,�cD��, V°
MATERIALS: TOWER ANCHOR " END OF 8x8 See Letter W. ••......"•'. ;
� BTS MIN CURB I I Ai.t$i..�i1................. . .� p . UJ
- c r I I job
.,awn Lumber: Conform to grading rules of WWPA, WCLIB or b Address GatO:..�._ � O
NLGA. ( Ey -
EXISTING 24
Member Use Size Species Grade STEEL JOIST
Posts & Ti nbers 8x8 Doug-Fir Larch No. 1 (TY')
NOTES: N o A T H
- Lag bolts: Conform to ASTM A307 and UBC Sec. 2318. 1. * FIELD VERIFY AI.L. DIMENSIONS �� o
PRESERVATIVE TREATMENT- Wood materials required to be "treated 2. WEIGHT OF COOLING TOWER = 17001700# MAX.
wood" in accordance with UBC Sec. 2306. "Decay and Termite
Protection" shall conform to the appropriate standards of the COOLING TOWER FRAMING PLAN �
American Wcod-Preservers Association ( AWPA) for sawn lumber, SCALE: 1/4"=1'-0"
Follow American Lumber Standards Committee ( ALSC) quality .1 Hall Blvd. 11760
Q BUP99-00221, MEC99-00226
assurance procedures Products shall bear the appropriate mark. a 1of 1 n
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SHEET TITLE: t
STRUCTURAL NOTES/
COOLING TOWER ';'
FRAMING PLAN; '
STRUCTURAL DETAILS
I'
SHEET NO.
S 1
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NOTICE: IF THE PRINT OR TYPE ON ANY IIr II ! ! II III III Iii i I III !II ! II ISI III III rLr 1�1 !Ir rII II!Ir ! 111 T� r�T�1711IyI,I 1�I 1-1r r�T r�Tr!Ir1�1 lir r 1 l�I 111 111 1J! I(!II�i 111�I�i III III iII I I 1 i
IMAGE IS NOT AS CLEAR AS THIS NOTICE, ---I--I-1�-I i I -I •};�--I I L 4� • `_�—� _ g I 01 I 11 I I
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IT IS DUE TO THE QUALITY OF THE _ No�e
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