2702 FEDERAL AVE 2017-05-23 - Laserfiche WebLink

GENERAL NOTES: STEEL INSPECTION 1. CONTRACTOR SHALL COORDINATE WITH PORT STAFF AND PORT 1. STEEL SHAPES SHALL CONFORM TO ASTM A992, UNLESS NOTED OTHERWISE. 1. THE FOLLOWING ITEMS SHALL BE CONTINUOUSLY INSPECTED BY AN TENANT TO MINIMIZE DISRUPTION OF TENANT OPERATIONS DURING INDEPENDENT TESTING AGENT HIRED BY THE CONTRACTOR WHO IS CONSTRUCTION. 2. CHANNELS, ANGLES AND MISCELLANEOUS PLATES SHALL CONFORM CERTIFIED TO PERFORM THE FOLLOWING INSPECTIONS: TO ASTM A36 UNLESS NOTED OTHERWISE ON THE DRAWINGS. CCADHESIVE ANCHOR PLACEMENT 2, THESE NOTES CONTAIN GENERAL INFORMATION AND ARE TO BE 3. STEEL PLATE NOTED AS GRADE 50 SHALL CONFORM TO ASTM A572, GRADE 50. USED IN COMBINATION WITH SPECIFICATIONS AND OTHER - EXPANSION ANCHOR PLACEMENT DOCUMENTS. ALL CONFLICTS SHALL BE BROUGHT TO THE 4. ALL BOLTS AND NUTS SHALL CONFORM TO ASTM A307, UNLESS - FIELD PERFORMED FILLET WELDS > 5/16" ATTENTION OF THE ENGINEER BEFORE BEGINNING AFFECTED WORK. SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. - FIELD PERFORMED PARTIAL OR COMPLETE PENETRATION WELDS - SHOP PERFORMED WELDS FOR WORK BY A FABRICATOR WHO IS 3. ALL DIMENSIONS AND DETAILS SHALL BE VERIFIED BY THE 5. ALL THREADED ANCHOR RODS AND NUTS SHALL CONFORM TO ASTM F1554, NOT AN IBC APPROVED FABRICATOR, UNLESS NOTED OTHERWISE IN CONTRACTOR PRIOR TO FABRICATION AND CONSTRUCTION. GRADE 105, UNO. THE SPECIFICATIONS. 4. ALL SHOP DRAWINGS FOR PILING, AND MISCELLANEOUS STEEL, 6. HEADED ANCHOR STUDS SHALL CONFORM TO ASTM A108 GRADES C1010 SHALL BE SUBMITTED TO AND REVIEWED BY THE ENGINEER PRIOR THROUGH C1020. 2. THE FOLLOWING ITEMS SHALL BE PERIODICALLY INSPECTED BY AN TO FABRICATION. 7. ALL MISCELLANEOUS STEEL, EXCEPT AS NOTED IN THE SPECIFICATION INDEPENDENT TESTING AGENT HIRED BY THE CONTRACTOR WHO IS CERTIFIED TO PERFORM THE FOLLOWING INSPECTIONS: 5. EXISTING CONDITIONS SHALL BE INSPECTED BY CONTRACTOR PRIOR AND/OR DRAWINGS, SHALL BE HOT DIPPED GALVANIZED. ALL OTHER - FIELD PERFORMED FILLET WELDS < 5/16" TO START OF WORK. THE ENGINEER SHALL BE NOTIFIED OF ANY EXPOSED METAL SHALL BE PAINTED. GALVANIZE ITEMS AFTER FABRICATION - REINFORCING STEEL PLACEMENT DISCREPANCIES BETWEEN THE PLANS AND THE ACTUAL CONDITIONS. AS FAR AS PRACTICAL. GALVANIZING DAMAGED ACCIDENTALLY OR DUE TO - CONCRETE TESTING 6. ALL EXISTING STRUCTURE AND UTILITIES OUTSIDE OF THE LIMITS FIELD WELDING SHALL BE RESTORED WITH FIELD-APPLIED GALVANIZING SHOWN ON SHEET SHALL REMAIN AS-IS. COMPOUND (SEE SPECIFICATIONS). 3. CONTINUOUS INSPECTION MEANS THAT THE INSPECTOR IS ON THE SITE AT ALL TIMES OBSERVING THE WORK REQUIRING INSPECTION. FENDER PILING NOTE FOR ADHESIVE ANCHOR PLACEMENT, THE INSPECTOR IS NOT EXCAVATION, SHORING AND DEWATERING REQUIRED TO BE ON SITE DURING DRILLING OPERATIONS, BUT IS 1. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION LOADS BY 1. EXISTING CONDITIONS: CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND REQUIRED TO BE ON SITE PRIOR TO EPDXY AND BOLT INSTALLATION PROVIDING ADEQUATE SHORING, BRACING, AND GUYING S ALL CONFORM, TO THEIR SATISFACTION, THE STABILITY OF THE EXISTING FENDER TO VERIFY BOLT HOLE DEPTH AND PREPARATION. COMPONENTS AS REQUIRED FOR SAFETY AND STRUCTURAL SYSTEMS PRIOR TO REMOVING AND REPLACING EXISTING FENDER PILES. INTEGRITY THROUGHOUT CONSTRUCTION IN ACCORDANCE WITH 4. PERIODIC INSPECTION MEANS THAT THE INSPECTOR IS ON SITE AT 2. PILES: FENDER PILES SHALL BE STEEL PIPE PILES CONFORMING TO ASTM TIME INTERVALS NECESSARY TO CONFIRM THAT ALL WORK REQUIRED SOUND PRACTICE AND ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS. A252-98 GRADE 2, UNCOATED. INSPECTION IS IN COMPLIANCE. 3. PILE DIMENSIONS: 12i"e O.D. x i" WALL THICKNESS, LENGTH AS REQUIRED. 5. SEE SPECIFICATIONS FOR ADDITIONAL INSPECTION REQUIREMENTS. REFERENCED DOCUMENTS 4. INSTALLATION: PILES SHALL BE VIBRATORY DRIVEN TO 10'-0" MINIMUM 1. 2012 IBC, INTERNATIONAL BUILDING CODE (IBC) PENETRATION. CUT-OFF NEW FENDER PILES AT ELEVATION TO MATCH ABBREVIATIONS 2. ANSI/ASCE 7 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" EXISTING ADJACENT PILES. FIELD WELD STEEL PLATE TO SEAL TOP OF PILE. AMERICAN SOCIETY OF CIVIL ENGINEERS. GRIND WELD SMOOTH. BTWN BETWEEN 3. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 318-11 AMERICAN 5. HARDWARE: REUSE EXISTING HARDWARE IN GOOD CONDITION. PROVIDE NEW CL CENTERLINE CONCRETE INSTITUTE. HARDWARE WHERE SHOWN ON THE DRAWINGS. ALL NEW HARDWARE HOT-DIP CONIC CONCRETE GALVANIZED A36 STEEL (UNO). TOUCH-UP DAMAGED GALVANIZING WITH DET. DETAIL 4. AISC MANUAL OF STEEL CONSTRUCTION, 14TH EDITION, 2010 FIELD APPLIED COLD GALVANIZING COMPOUND. ° DIAMETER EL., ELEV ELEVATION EX, EXST EXISTING GALV GALVANIZED DESIGN LOADS EPDXY ANCHORS HDG HOT-DIP GALVANIZED 1. ANCHORS SHALL BE ATTACHED TO CONCRETE USING HILTI HIT-HY 200-A LG LONG 1. DESIGN OF WALER AND CONNECTION BASED ON EARTH PRESSURE ADHESIVE ANCHOR SYSTEM, W HILTI HIT-Z RODS OR APPROVED OC ON CENTER LOADS PROVIDED IN THE GEOTECHNICAL REPORT BY LANDAU & / PCF POUNDS PER CUBIC FOOT ASSOCIATES, DATED AUGUST 19TH, 2008. ALTERNATIVE. RE PLATE REF REFERENCE 2. EMBEDMENT LENGTHS AND BOLT SIZES AND TYPES SHALL BE AS SHOWN SECT. SECTION ON PLANS. TBD TO BE DETERMINED BY PORT TYP TYPICAL 3. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. UNO UNLESS NOTED OTHERWISE WF WIDE FLANGE NONSHRINK GROUT 1. DAYTON-SUPERIOR "SURE GRIP" OR APPROVED EQUAL. LEGEND: WELDING DETAIL # 1. ALL WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED FOR THE �/ WELDING AND POSITION SHOWN IN ACCORDANCE WITH AWS AND HAVING SHEET # CURRENT CERTIFICATION FROM WABO. WHERE DETAIL �Y Z 2. ALL WELDS SHALL BE PERFORMED WITH PROCEDURES PREQUALIFIED OR IS CALLED FROM SHEET # QUALIFIED IN ACCORDANCE WITH AWS D1.1 AND D1.4. WHERE DETAIL 3. THE WELDS SHOWN ARE FOR THE FINAL CONNECTIONS. FIELD WELD OCCURS SYMBOLS ARE SHOWN WHERE FIELD WELDS ARE REQUIRED BY THE STRUCTURAL DESIGN. 4. WELDING ELECTRODES SHALL BE 70 KSI STRENGTH AND SHALL BE "LOW-HYDORGEN" ELECTRODES. NOTE: FULL SIZE IS 22" x 34" PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. N0. R. RILEY AS SHOWN S1.0 DESIGNED BY: DATE: O ✓ F Port o J. HINGTGEN 7/27/2015 /27/2015 DUNLAP BULKHEAD QIP NO. a 1-0-015-01 W�/ �j��j 1Tff DRAWN BY: CHECKED BY: RENOVATION YI EVER 1 i w G. CAREY R. RILEY PROJECT 16015th Avenue,Suite 1300 > o w NO. MT-HT-2015-06 P.O. BOX 538 �DATEb ISSUED FOR BID. s� L� o� APPROVE STRUCTURAL NOTES T E SC EVERETT, WA 98205 Seattle,Washington 98101 ONAL k� (425) 259-3164 (206)382-0600 Fax(206)382-0500 SHEET N0. OF REVISION N0. DATE BY REVISION .w-^^a"4. _ 23