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ACCESSOh!ES: (1) ECONOMIZER; (2) FACTORY ROOF CURB; (3) r )WER EXHAUST; (4) SMOKE DETECTORS; (5) OSA FLOOD �\
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815 SE SHE:kMAN
t PORTLAND, OR 97214
hit -
F AXE, (503) 239-6555
Q PHONE,, (503) 239-4822
N C10 0 CfM �� e-Q' SJR CCB # 5089%
L_ / WA HV ACI 12-5J6
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C� .• I SHEET TITLEt.
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toed .�... 1 �. I HVAC FLOOR PLAN
Cpn�y,tio?s��Y o ktaS describe�> AND SCHEDULE
For only , �G
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FILE NANEt.
2638LARRY
— � DRAVN BYE, -------- ----
H �/ � � U, �_.- UUP P L A N CASTILLO
--_ -- -- — -_.—.—.— — CHECKED,--------------_
I-ARRY
IAII orawings prepay-ed by HVAC INC
are the exclusive property of HVAC INC APrROWIN 1
and, unless otherwise agreed in writing, i JOE -
HVAC INC shall be deemed the author of there
and shall retain all common law, statutory r served REVISIONS.
and other rights, in addition to �
F rem N/A�
the copyright. Any use thereof without the express
written consent of HVAC INC Is prohibited,- - - _ SHEET k OF
MI 1
Durham Rd.C-2•C-3, 11535
MEC97-00375, BUP97.00374 ;
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Approved OF TIGARD C AFONAN AS90cl.\TES INC
p ed.......,,,,• (�CIT
tM, ALL RIGHTS RESERVED
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2 \� ( 1 :�� �' I '. \ �, ` ti ( For orlly thew r
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v+l 094WI SCALE: 114" • 1'-0" CJ1 M4M SCALE: 14" • 1'-0"
OF !
JOB NUMBER:
Durham Rd. C-2.0-3, 11535
MECQ7-00375, BUP97.00374
2 of 3
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OREGON STRUGTUBAL SPECIALTY CODE, 1996 EDITION
Q
RW r3f_AD LOAD 22 PSF
SNOW LOAD 25 PSF + DRIFT :D
WIND 80 MPH EXPOSURE B LO Cr
O 4L.
w �
Amm z
0 car:
1--
1 SCOPE OF WK�RK (NCLUDE`, THE REPAIR OF VARIOUS MbQD ROOF STRUCTURE � � L�
"ERS AS SHOMN IN THESE DRAWINGS. L
2. ANY DAMAGED MEMBERS OR OTHER DETRIMENTAL CONDITIONS NOT SHOWN U
IN THESE DRAWINGS, BUT OBSERVED 3Y FHE CONTRACTOR MING THE O U
CrXIRSE Or THE *VRK SHALL BE REPORTED TO THE ENGINEER OR OWNER
PRIOR TO THE C0"4CLUSION OF ME WORK. c
3, CONTRACTOR TO VERIFY AND Ci7NF l RM Ai-t. EXISTING DIMENSIONS. NOTIFY U.
O �
ENGINEER OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING
CON01TIONS PRIOR TO START OF WORK. Q O
4. THE CONTRACTOR IF RESPONSIBLE FOR THE STABILITY OF THE EXISTING; �••,
STRUCTURE *HEN REMOVAL AND REPLACEMENT OF DAMAGED MEMBERS IS
REQUIRED. THE STABILITY OF THE EXISTING STRUCTURE MUST BE MAINTAINED
AT ALL TIMES DURING REPAIR Wl7RK,
5. ADEWA TE Y 8RACE ANY SHORING REQU I RF'' -W TEMPORARY SUPPORT OF THE a -TITS
STRUCTURE DURING REPAIRS. 5T5RUCTUFRAL
6. PROVIDE BO TTCM CHORD BRAC,I NG AF TF-R REPAIR OF THE TRUSSES. DETAILS ANG'
GENERAL NOTES
CARPOMY
DATE:: 11122/e1
I . ALL NAILS TO BE CCU" WIRE OR EQUIVALENT DIAMETER AND
LENGTH, NO BOX NAILS ALLOWED, DRAWN: GLC/,.;EY
2. ALL NAILING TO BE IN ACCORDANCE WITH UN I F(" BUILDING CODE CHECKED:
TABLE 25-0 UNLESS NOTED OTHERWISE.
3. ALL FRAMING HARDWARE TO BE S I MPSON STR(Wr-TIE BRAND OR FILE: '�t0J402
EQUIVALENT SPECIFICALLY APPROVED BY ENGINEER PRIOR TO REVISIONS:
ORDERING.
4, L(A4BER GRADES
-ALL SAWN MEMBERS TO BE DOUGLAS FIR E2 GRADE OR BETTER,
UNLESS DOTED OTHERWISE,
5. ALL SCREWS TO BE 110 GAGE BY 3' ' WOOD SCREWS U.N.0.
AMU
1 , MISCELLANEOUS STRUCTURAL STEEL TO CONFORM WITH ASTM A,38,
FY-36 KSI , UNLESS NOTED OTHERWISE.
2, BULTS TO CONFORM WITH ASTM A307.
3. STEEL WASHERS TO BE USED AT ALL
BOLTED CONDITIONS. A+w+e+iASHa aes a fn
4. WELDING TO BE PERFORMED BY CERTIFIED WELDERS USING VOXX TkRSE ORA*WGS ARE THE PROPER l r
(X AF,JHAN A99OCMTES M AND ARC
ELECTRODES IN ACCORDANCE WITH AWS STANDARDS. MINIMUM WELD NOT TO 9E UStD OR REPRODUCED IN
3/16- FILLET UNLESS NOTED OTHERWISE. ONLY PREQUALIFIED ANYWRITTEN
TEN PfA Exc�EPT F A r rt c�n;oR
VMRITTEk PE,11NI$,91ON OF AFONAH
WELDING PROCEDURES SHALL BE USED ASSOCIATES w,
5. ALL STEEL TO HAVE SHOP COAT. SNIP ET
6. STEEL FABRICATOR TO SUBMIT SHOP DRAWINGS TO A/E FOR REVIEW
PRIOR TO FABR I C,A T I ON,
7. FABRICATION ANDERECTION SHALL BE IN ACCORDANCE WITH AISC
SPECIFICATIONS.
t,
OF
'i JOB NUMBER:
Uwham Rd. C-2.0-:1, 11535
_ - MEC97-00375,BUP97-00374
3 of 3
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