7895 SW HUNZIKER ROAD .d.4Y.
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Larry Martini
Plant Manager
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Willamette Industries, Inc. s����Y ------mp
Tigard Preprint Plant i
7895 S.W. Hunziker Road
Tigard, Oregon 97223
(503) 620-6672 -
FAX: (503) 684-9048
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GENESAL NOTES: STRUCTURAL NOTES: � � W
1. ALL. WORK SHALL BE IN CONFORMANCE WITH UNIFORM BUILDING CODE, THE STATE .w w
OF OREGON STRUCTURAL SPECIALTY CODE AND FIRE LIFE" AND SAFETY REGULATIONS, CONCF;ETE: 944
1993 EDITION, AND ALL OTHER GOVERNING CODES AND LAWS. 1. REFERENCE SPECIFICATION - ACI 301. PLANT MIX PER ASTM C94.
2. THE GENERAL_ CONTRACTOR iS RESPONSIBLE FOR THE COORDINATION OF ALL ?. STRENGTH - MINIMUM CEMENT CONTENT 5 1/2 SACKS PER CU. YD. !�
ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL SYSTEMS. -14
A. INTERIOR SLABS -- 3,500 PSI ® 28 DAYS -----------� - - - c
3• CONTRACTOR SHALL NOT SCALE THE DRAWINGS, OR DETAILS. CONTRACTOR SHALL VERIFY ALL CITY OF TI aARD 0
DIMENSIONS, ELEVATIONS AND CONDITIONS AT THE JOBSITE. NOTIFY DESIGN AGENCY OF ANY ` io
SIGNIFICANT DEVIATIONS FROM PLANS. 3. REINFORCING - ASTM A615, GRADE 40 Approved ..................
LAP BARS PER DRAWINGS WITH MIN LAP OF 36 BAR DIAMETERS. Conditionally Approved ..........................................[
4. MECHANICAL AND ELECTRICAL WORK IS ON A DESIGN/BUILD BASIS. CONTRACTOR IS 4. BOLTS: For only the wOf� a: 'J scribed in. - s ,rX1� 9s- 0.
REQUIRED TO CONFORM TO ALL CODES AND OBTAIN ALL PERMITS. - S' 02G 7
A. ANCHOR BOLTS - ASTM 0307. PERMITNO. _�.�---- '" 111-
ELECTRICAL AND MECHANICAL DESIGN TO PROVIDE ADEQUATE ARTIFICIAL LIGHT AND VENTILATION B. EXPANSION 801-TS - MOLLY PARABOLTS. See letter to: Follo•rr . .,rt + '� C
TO CONFORM TO REQUIREMENTS OF UBC SECTION 705. 5. COVER -- AS FOLLOWS UNLESS SHOWN OTHERWISE ON PLANS: Attach ..............•••• • - [
w` 5. DIMENSIONAL NUMBERS WRITTEN ON DRAWINGS PREVAIL .AND TAKE PRECEDENCE OVER A. CONCRETE PLACED AGAINST EARTH - 3-
I h}��N2 1 J;P Raviaione
DIMENSIONS SCALED FROM DRAWINGS. IN GENERAL DO NOT SCALE DRAWINGS. B. FORMED CONCRETE AGAINST EARTH - 2" Job Address: 2.�� -
NOTIFY DESIGNER IF ANY CLARIFICATION IS NECESSARY. C. SLABS--ON-GRADE - CENTE=RLINE '
D3t6:,7
6. WINDOWS AND DOORS:
9L$LF_1.LAKQU cTFl �Y• "'~ -
Al_L GLAZING TO BE IN CONFORMANCE WITH THE PROVISIONS OF THE
SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS (6 CFR 1201) 1. REFEREI`CE STANDARD - AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND
ISSUED BY THE CONSUMER PRODUCT SAFETY COMMISSION. ERECTION OF STRUCTURAL STEEL FOR BUILDINGS.
2. MATERIALS - SHAPES AND PLATES - ASTM A36. APPFiC�VBD PLANS MUST BE(}Pt JUG ,;ITE
7. GYPSUM WALLBOARD:
UNLESS NOTED OTHERWISE, ALL WALLS OF FINISH ROOMS TO BE COVERD 3. WFLD'NG -- BY CERTIFIED WELDERS PER AWS SPECIFICATIONS. E70XX ELECTRODES. _
WITH 5/8' TYPE 'X' GYPSUM BOARD. APPLY IN ACCORDANCE WITH THE "DRYWALL CONSTRUCTION HANDBOOK" 4. BOI.rS -- ASTM A307. GALVANIZE ALL BOLTS EXPOSED TO WEATHER.
6th EDITION, UNITED STATES GYPSUM COMPANY.
5. F'NISH - TWO SHOP COATS OF ENAMEL PAINT OVER ZINC RICH PRIMER. APPLY PER G�
8. PAINTING: MANUFACTURER'S RECOMMENDATION. COLOR SELECTED BY OWNER. �d
• ALL PAINTING TO BE IN ACCORDANCE. WITH THE "PAINTING SPECIFICATION GUIDE", EV
6. SUBMITTALS - SHOP DRAWINGS, 4 COPIES. Drawn By Cfecked ey
OREGON COUNCIL, PAINTING AND DECORATING CONTRACTORS OF AMERICA (PDCA). ,�
.�AFRPENTR� ' % "I �7
9, TEMPORARY CONDITIONS: I✓ %1�1 rIA�
_ _ �� -j-0
, 1995
CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY DURING CONSTRUCTION. 1. REFERENCE STANDARD - UBC CHAPTER 25 Jab No. - bate
THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGN FOR STABILITY UNDER THE FINAL 2. LUMBER - DOUGLAS FIR AND HEM-FIR WITH MOISTURE CONTENT PER SPECIFICATION.
CONFIGURATION ONLY. AS SWC-0J
ALL LUMBER IN CONTACT WITH CONCRETE TO BE PRESSURE PRESERVATIVE TREATED. / � ------- -- -- --
10. ALL DIMENSIONS ARE TO THE FACE OF FRAMING MEMBERS GRADES AS FOLLOWS: Scale
UNLESS NOTED OTHERWISE.
A. FLOOR JOISTS & ROOF RAFTERS - D.F. NO, 2 OR BETTER. �� r
11. COORDINATE ALL ITEMS NOT SHOWN OR NOTED WITH OWNFR AND/OR B. STUDS - U.F. STUD GRADE OR BETTER. --
DESIGNER, INCLUDING BUT NOT LIMITED TO FINISHES, COLORS, CABINETS, �
HARDWARE, FIXTURES, ETC... 3. CONNECTIONS - SIMPSON STRONG-TIE OR APPROVED, GALVAN ZED OR SHOP PRIMED. BLDG.
PLAN TT A� �T
12. COORDINATE THE INSTALLATION OF ALL FIXTURES AND EQUIPMENT WITH 4. FRAMING -- PER INDUSTRY STANDARDS FOR ALL DETAILS NOT SHOWN. REFER TO UBC 1 I7L�lI. i�Jt.rr�'iltl
THE MANUFACTURER'S PRINTED INSTRUCTIONS. USE RECOMMENDED DETAILS, SECTION 2516 AND 2517. MINIMUM NAILING PER UBC TABLE NO. 25--Q. AND *T/�'r�t�`
DIMENSIONS, ETC... AS REQUIRED FOR PROPER EXECUTION OF THE WORK. 1�D NOTES
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13. PROVIDE SMOKE DETECTORS IN ACCORDANCE WITH GOVERNING REGULATIONS. a 5. DRYING - PRIOk TO INSTALLATION OF GYPSUM WALL BOAR[),
TO A MAXIMUM MOISTURE CONTENT OF 15%. DRi i;OMPLETED FRAMING
10UP95-0267, BLIP95-0268 1.
7895 SW Flunziker
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