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Plans r RECEIVED m N,)o o -v G DIVISION 1 -GENERAL a c 1.1'.1 A. GENERAL DIVISION 5-METAL JAN 2 8 2015 7, m 2> 1. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION.THE DRAWINGS GOVERN OVER A. GENERAL Y .-ui THE GENERAL NOTES TO THE EXTENT SHOWN. 1. ALL STRUCTURAL MEMBERS TO BE DETAILED,FABRICATED AND ERECTED IN veto �`-(3FTIGARD ,, w, 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN FIELD. WITH THE LATEST EDITION OF AISC STANDARDS.SUBMIT SHOP DRAWING � .61416 DIVISION "a NOTIFY VLMK CONSULTING ENGINEERS(VLMK)OF ANY DISCREPANCIES OR IF AND MISCELLANEOUS STEEL. ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN OR NOTED. B. MATERIALS ' Z 3. VLMK HAS NOT BEEN RETAINED TO PROVIDE ANY SERVICES RELATED TO JOB SITE SAFETY PRECAUTIONS,OR TO REVIEW THE MEANS,METHODS,TECHNIQUES,SEQUENCES,OF. 1. ALL STEEL W SECTIONS TO BE ASTM A992 TYPICAL UNLESS OTHERWISE NOTED. _ PROCEDURES FOR THE CONTRACTOR TO PERFORM WORK.UNLESS WE ARE SPECIFICALLY 2. DRILLED EXPANSION ANCHORS/ADHESIVE ANCHORS: U) RETAINED AND COMPENSATED TO DO OTHERWISE,OUR WORK IS LIMITED TO THE DESIGN ADHESIVE ANCHORS: W OF WORK DESCRIBED ON OUR DRAWINGS FOR THIS PROJECT. BASE MATERIAL PRODUCT I.C.C.NO. 0 4. INSPECTION AND/OR JOB SUPERVISION IS NOT PROVIDED BY VLMK. CONCRETE SIMPSON SET-XP EPDXY ANCHOR ESR-2508 + 5. ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2012 INTERNATIONAL BUILDING CODE (IBC)AS AMENDED BY THE STATE OF OREGON(2014 OREGON STRUCTURAL SPECIALTY CODE) CONCRETE HILTI HIT-RE 500-SD EPDXY ADHESIVE ESR-2322 (' AND ALL OTHER STATE AND LOCAL BUILDING REQUIREMENTS THAT APPLY. ANCHOR Z 6. THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE CONSTRUCTION OF THE OTHER ANCHORS ARE ACCEPTABLE ONLY WITH PRIOR WRITTEN APPROVAL OF ENGINEER. WOOD TRADE INTERNATIONAL DOCK LEVELER PIT PROJECT LOCATED IN TIGARD,OREGON. INSTALL ALL ANCHORS PER MANUFACTURER'S INSTRUCTIONS.PROVIDE MINIMUM EMBEDMENT POSSESSION OF THESE DRAWINGS DOES NOT GRANT A LICENSE TO CONSTRUCT OR FABRICATE AND SPACING UNLESS OTHERWISE NOTED ON DRAWINGS.SPECIAL INSPECTION OF ANCHOR LJJ THE WHOLE,OR PARTS OF THIS PROJECT IN OTHER LOCATIONS. INSTALLATION IS REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. LJJ DIVISION 3-CONCRETE AND REINFORCING 3. HEADED STEEL STUD CONNECTORS SHALL BE NELSON GRANULAR FLUX-FILLED HEADED Z STUDS OR PRIOR APPROVED EQUAL AND BE MADE FROM C-1015 COLD ROLLED CARBON A. CONCRETE MIX/MATERIAL STEEL AND SHALL CONFORM TO ASTM A-108,GRADES 1015-1020 WITH A MINIMUM 1. STRENGTH:AVERAGE 28 DAY STRENGTH DETERMINED BY JOB CAST LAB CURED CYLINDER TENSILE STRENGTH OF 60,000 PSI.STUDS TO BE AUTOMATICALLY END WELDED WITH A Z TO BE AS INDICATED BELOW PLUS INCREASE DEPENDING ON THE PLANT'S STANDARD STUD WELDING GUN.ALTERNATE WELDING PROCEDURES MAY BE USED ONLY WITH PRIOR W DEVIATION AS SPECIFIED IN ACI 318.PROVIDE MIX DESIGNS TO THE ENGINEER FOR ALL WRITTEN APPROVAL FROM THE ENGINEER.STUD WELDING,INSPECTION AND TESTING CONCRETE TO BE USED.CLEARLY LABEL ALL MIX DESIGNS FOR PROPOSED AREA OF USE. SHALL CONFORM TO AWS D1.1. 2. MINIMUM MIX REQUIREMENTS: LOCATION MIN.COMP. SLUMP MIN.CEM. ADMIXTURES d STRENGTH (A) CONTENT INTERIOR AND EXTERIOR SLAB 2,500 PSI 2"-4" 470 LB (B),(D) 1' ON GRADE W A. SLUMP EXCEEDING SPECIFIED LIMITS SHALL NOT BE INCORPORATED IN THE PROJECT J EXCEPT BY WRITTEN APPROVAL FROM ENGINEER. LLl h B. WRA=WATER REDUCING AGENT. W C. AE=AIR ENTRAINMENT. J D. POZZUTEC 20 REQUIRED FOR CONCRETE PLACED BELOW 40 DEGREES FAHRENHEIT. CITY OF TIGARD 3. USE TYPE I CEMENT,PER ASTM C-150 UNLESS OTHERWISE APPROVED. 0 ,d 4. AGGREGATE ASTM C33. REVIEWED FOR CODE COMPLIANCE 0 5. WATER REDUCING AGENT(WRA)SHALL BE POLYHEED R-1 OR DURACEM 55 AT 6 OZ.PER 0 100 POUNDS CEMENT.COMPLY WITH ASTM C-494. Approved: f ./ J 6. ACCELERATORS:POZZUTEC 20 NON-CHLORIDE FOR COMPONENTS EXPOSED TO WEATHER IN OTC: r J Q THE COMPLETED STRUCTURE(WALLS,EXTERIOR PAVING,ETC.),QUANTITY(DOSAGE)TO BE L Z DETERMINED BY CONTRACTOR AND OBTAINED FROM ENGINEER BEFORE USE Permit#: (�P ♦ 0(S--OOd 0 APPROVAL OF ACCELERATORS. . 7. PLACE AND CURE ALL CONCRETE PER ACI CODES AND STANDARDS. Address: 2:7005 . 1 - Q 8. PROVIDE CONTROL JOINTS IN NEW SLAB TO MATCH EXISTING Z 9. SLEEVES,PIPES OR CONDUITS OF ALUMINUM SHALL NOT BE EMBEDDED IN STRUCTURAL Suite •• cc CONCRETE UNLESS EFFECTIVELY COATED. ►..- "�' B. REINFORCING By. 41 '/` Date: 'T� � IX �� Z § 2 Un 1. ALL REINFORCING TO BE ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED. w n Z 2. USE ONLY A706 WELDABLE REBAR IF REBAR IS TO BE WELDED.USE ONLY LOW HYDROGEN LJJ °' 0 ELECTRODES.ALL WELDING TO BE IN COMPLIANCE WITH AWS D1.4. ° 0 z 3. FABRICATE AND INSTALL REINFORCING STEEL ACCORDING TO THE MANUAL OF STANDARD R�}C T V R < J 8 Q• PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES-ACI STANDARD 315. OFFICE COPY c�� 9 Q w 0 4. PROVIDE 2'-0"X 2'-0"CORNER BARS TO MATCH HORIZONTAL REINFORCING IN "< O PROFESS = o LL POURED-IN-PLACE WALLS AND FOOTINGS AT ALL CORNERS AND INTERSECTIONS. \S O () o U 5. SPLICES IN WALL REINFORCING SHALL BE LAPPED(40)BAR DIAMETERS(2'-0"MINIMUM) i� I ,�'P /1' O o IX uJ " AND SHALL BE STAGGERED AT LEAST 4 FEET AT ALTERNATE BARS. 34!2 E r O ° 0 a s 6. LAP ALL BARS IN CONTINUOUS AND INTERSECTING FOOTINGS 2'-0"OR(40)BAR DIAMETERS, 1 23/15 > N ~ ? WHICHEVER IS GREATER. ,. i 7. ALL VERTICAL WALL REINFORCING TO BE PLACED IN CENTER OF WALL UNLESS SHOWN .. v 0' GON cv JAN.23,2015 OTHERWISE ON DRAWINGS. 9A 00 x°E I 8. EXTEND REINFORCING TO WITHIN 1 INCH OF WALL AND SLAB EDGES. v /6, `L � AS NOTED i -9SON C S P�� 20150034 1 x+.w,. KAN • 1 EXPIRES: 6/30/2016 us JCS r In I Ur.-- al II I VIIMENII■ 0.0 . , 1,c9,2g 0)I.-- . .\,;..•k jo p TR oUpei i 33,,i .i ac'14 g . • 7, if C," -Lo o t)ti 1 i . .. ,i‘ AS REQ'D. ..9 0 ... . . .,..1, .... . -:' si if .Nficir. .:R • . , ,... I i y ,7-1; - , - ■ i S I . 0 4CNiKic ■3 3 444t."-Ell'S/1..- ' ---..-•-. 7-:..7...7.,:77j **--. ' ..'• ' '.'. SAWCUT AS REQUIRED — ,. - 1 23/1 5 6 1:- he ui . . , ,. ..,,.... 4 w i 7 • 1 1111, 15 t. WM '°' 'I - ,..... 0' GON ry pgr ., ..• .. . .. w ... .... .... . ... ..... 1 :....: .. ..,41 .. . • . ..„, , . ., - cc 1_, 1 .. Ak i a > 4 . l',- ..:1 ...... . . , _ . . ...., , , . . z . . , .. . .. . . :. :. .., ..... ... , „,,...„ 1 --- i Aft NMI cc w 1 . ; . 4:- . * ... f. EXPIRES: 6/30/2016 NEW DOCK S2.0 ° \ ' . - : , , , . , . , . . 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