3800 RIVERFRONT BLVD 2025-07-23 - Laserfiche WebLink

IBC 2015 TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS OF CONCRETE CONSTRUCTION S T R U C T U R A L N 0 T E S w ELEMENT TYPE CONTINUOUS PERIODIC d 5 VERIFY USE OF REQUIRED DESIGN MIX X - SANITARY SEWER FOUNDATION SYSTEM NOTES PRIOR TO CONCRETE PLACEMENT,FABRICATE SPECIMENS FOR STRENGTH TESTS,PERFORM SLUMP AND 6 AIR CONTENT TESTS,AND DETERMINE THE TEMPERATURE OF THE CONCRETE X - CODE REQUIREMENTS Z ° rn k, ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2015 INTERNATIONAL BUILDING CODE,AS AMENDED BY THE CITY OF EVERETT,WASHINGTON. o IBC 2015 TABLE 1705.7 REQUIRED SPECIAL INSPECTIONS OF DRIVEN DEEP FOUNDATION ELEMENTS DESIGN LOADS ELEMENT TYPE CONTINUOUS PERIODIC LOADS FOR THE SANITARY SEWER FOUNDATION SYSTEM ARE DESIGNED FOR THE m m 1 IVERIFY ELEMENT MATERIALS,SIZES AND LENGTHS COMPLY WITH THE REQUIREMENTS X - FOLLOWING LOADS: m N 2 IDETERMINE CAPACITIES OF TEST ELEMENTS AND CONDUCT ADDITIONAL LOAD TESTS AS REQUIRED X - C —III=I IIIIIIIIII—III III I I—III IIIIIIIIIIIII I I III IIIIIIIIIIIIIIII—III_ ROADWAY LIVE LOADS 250 PSF UNIFORM C —III= —III III III III III—III Lu > III IIIIIIIII—III_ GEOTECHNICAL INFORMATION p —III= —III III III III III—III EARTHWORK AND FOUNDATIONS SHALL BE CONSISTENT WITH THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS.SEE THE GEOTECHINCAL ENGINEERING REPORT c. " IBC 2015 TABLE 1705.8 REQUIRED SPECIAL INSPECTIONS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS = =1 = =—I I III 1 11 j= = = = = = = = PREPARED BY HWA GEOSCIENCES INC. (PROJECT N02015-061-21. TASK600-�)DATED X 1= I III 1 1 1 =1 III III V" 03/12/19. z ELEMENT TYPE CONTINUOUS PERIODIC -III=11 cDwt: I=I I= vuas = =III IIIIIIIII=III=III r o 0 1 INSPECT DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS FOR EACH ELEMENT X - — Li i= IIIIIIIII—III— FOUNDATIONS SHALL BE SUPPORTED ON 16"DIA.GROUT DRIVEN PILES. m 2 VERIFY PLACEMENT LOCATIONS AND PLUMBNESS,CONFIRM ELEMENT DIAMETERS,BELL DIAMETERS, X - —IIIIIIIII —III IIIIIIIIIIIII LENGTHS,EMBEDMENT INTO BEDROCK AND ADEQUATE END-BEARING STRATA CAPACITY.RECORD IIIIIIIII IIIIIIIII—III— DESIGN PARAMETERS AREAS FOLLOWS: CONCRETE AND GROUT VOLUMES —III= —III IIIIIIIIIIII—III SITE CLASS D L 3 FOR CONCRETE ELEMENTS,PERFORM TEST AND ADDITIONAL SPECIAL INSPECTIONS PER IBC 1705.3 CONSTRUCTION OF PILES SHALL BE PERFORMED UNDER CONTINUOUS OBSERVATION r OF THE GEOTECHNICAL ENGINEER.ACTUAL PILE TIP ELEVATIONS AND CAPACITIES ll—IIIIIIIIIIII—III— mo£cAsc Aao SHOWN ON THE DRAWINGS SHALL BE FIELD VERIFIED BY THE GEOTECHNICAL ss ENGINEER. C DICAVATO IBC 2015 AISC 360 MINIMUM REQUIREMENTS FOR INSPECTION OF STRUCTURAL STEEL BUILDINGS PILES SHALL BE INSTALLED BY A CONTRACTOR EXPERIENCED IN THE INSTALLATION OF GROUT DRIVEN PILES, SPECIAL INSPECTIONS FOR STEEL BUILDINGS ; 8g PILE GROUT SHALL BE A DESIGN MIX OF f�3000 PSI(28 DAY). REINFORCING BAR SPECIAL INSPECTIONS AND NON-DESTRUCTIVE TESTING OF STRUCTURAL STEEL ELEMENTS BUILDINGS,STRUCTURES AND PORTIONS THEREOF SHALL BE a< FOR REINFORCING BARS SHALL BE PROVIDED TO ENSURE CLEARANCES SHOWN ON o IN ACCORDANCE WITH THE QUALITY ASSURANCE INSPECTION REQUIREMENTS OF AISC 360-10 CAGES SHALL BE PLACED TO THE DEPTH WHILE THE GROUT IS STILL FLUID. SPACES -CHAPTER N :0THE DRAWINGS.TOLERANCES FOR CONCRETE PILE POSITION SHALL BE 3 INCHES IN <:D I D&D ANY HORIZONTAL DIRECTION.SHAFT SHALL BE PLUMB PLUS OR MINUS 1/2 DEGREE. wb p IBC 2015 AISC 360 STEEL INSPECTIONS �O O O O O THE SANITARY SEWER FOUNDATION SYSTEM IS PERMANENT. b�jtby ��~ INSPECTION TASKS QC QA18 0= JOBSERVE ITEMS ON A RANDOM BASIS-OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS MATERIALS N5PERFORM THESE TASKS FOR EACH ITEM NOTED AT EACH MEMBER rn 5.4-1 INSPECTION TASKS PRIOR TO WELDING STRUCTURAL PILE GROUT 3000 PSI(28 DAY) Er \ 8f WELDING PROCEDURE SPECIFICATIONS(WPSs)AVAILABLE P P IO O O O O O O d m N t o MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE P P REINFORCING STEEL-DEFORMED BARS ASTM A-615 GRADE 60 Fy=60 KSI O p n MATERIAL IDENTIFICATION(TYPE/GRADE) O 0 WELDER IDENTIFICATION SYSTEM 0 O O O O. O O STRUCTURAL STEEL WF SECTIONS ASTM A-992 Fy=50 KSI i FIT-UP GROOVE WELDS(INCLUDING JOINT GEOMETRY);JOINT PREPARATION;DIMENSIONS(ALIGNMENT ROOT OPENING,ROOT FACE, O O O ^O ^O O 0 /^�0 /^�O CHANNELS ASTM A-36 Fy=36 KSI BEVEL);CLEANLINESS(CONDITION OF STEEL SURFACES);TACKING(TACK WELD QUALITY AND LOCATION);BACKING TYPE AND FIT(IF STEEL ANGLES ASTM A-36 Fy=36 KSI G " APPLICABLE) `REFUSE PLATE MATERIAL ASTM A-36 Fy=36 KSI m o, CONFIGURATION AND FINISH OF ACCESS HOLES O 0 O O O saa s1e1c new STRUCTURAL PIPE ASTM A53 Fy=35 KSI GRADE B j FIT-UP OF FILLET WELDS:DIMENSIONS(ALIGNMENT,GAPS AT ROOT);CLEANLINESS(CONDITION OF STEEL SURFACE);TACKING(TACK 0 O O O STRUCTURAL TUBE ASTM A500 Fy=42 KSI GRADE B N ro WELD QUALITY AND LOCATION) � �� STRUCTURAL BOLTS ASTM A 325-N o CHECK WELDING EQUIPMENT 0 - WELDED HEADED STUDS(WHS)ASTM A-108 N5.4-2 INSPECTION TASKS DURING WELDING GRIX1T O O O O O WELDING ELECTRODES E70-XX WITH CHARPY V-NOTCH p wa p USE OF QUALIFIED WELDERS TOUGHNESS OF AT LEAST 20 FT-LBS AT 0 DEGREES F. a 0 O O O O O O O O z a S J K CONTROL AND HANDILING OF WELDING CONSUMABLES:PACKAGING'EXPOSURE CONTROL O O DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN �a a NO WELDING OVER CRACKED TACK WELDS 0 O r a w ACCORDANCE WITH AISC"STEEL CONSTRUCTION MANUAL AND THE SPECIFICATION ENVIRONMENTAL CONDITIONS:WIND SPEED WITHIN LIMITS;PRECIPTITATION AND TEMPRATURE O O >e FOR STRUCTURAL STEEL BUILDINGS",AISC 360-10. m WPS FOLLOWED:SETTINGS ON WELDING EQUIPMENT;TRAVEL SPEED;SELECTED WELDING MKATERIALS;SHIELDING GAS TYPE/FLOW O O O O O O O O O RATE;PREHEAT APPLIED;INTERPASS TEMPRATURE MAINTAINED(MIN/MAX);PROPER POSITION(F,V,H,OH) d N O WELDING TECHNIQUES:INTERPASS AND FINAL CLEANING;EACH PASS WITHIN PROFILE LIMITATIONS;EACH PASS MEETS QUALITY O O CORROSION PROTECTION W REQUIREMENTS O O° a w N5.4-3 INSPECTION TASKS AFTER WELDING O O O O - O O O THE PILE AND BEAM SYSTEM SUPPORTING THE SANITARY SEWER SYSTEM IS WELDS CELANED 0 O PERMANENT.THE DRIVEN GROUT PILES DO NOT REQUIRE CORROSION PROTECTION. a a SIZE,LENGTH AND LOCATION OF WELDS P p STEEL CASING D ALL STEEL BEAMS,PLATES AND HAVE STEEL REQUIRE CORROSION PROTECTION. c7 WELDS MEET VISUAL ACCEPTANCE CRITERIA:CRACK PROHIBITION;WELD/BASE-METAL FUSION;CRATER CROSS SECTION;WELD P P D �,�/�� -. ° ,�/� � EXPOSED SURFACES SHALL HAVE SHERWIN WILLIAMS ZINC-RICH PRIMER.APPLY PER PROFILES;WELD SIZE;UNDERCUT;POROSITY O O a O O,�/�O MANUFACTURES DIRECTIONS. NOT APPLY CORROSION PROTECTION TO ARC STRIKES P P LX )� LX ) Xj� SURFACES TO BE CONTACT WITH STRUCTURAL CONCRETE. k-AREA P P BACKING REMOVED AND WELD TABS REMOVED(IF REQUIRED) P P O O O°- O O WELDING REPAIR ACTIVITIES P p O O O O O O O DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER P P WELDING SHALL CONFORM TO AWS D1.4-11"STRUCTURAL WELDING CODE."WELDING N5.6-1 INSPECTION TASKS PRIOR TO BOLTING w 6 i'a1M° ELECTRODES SHALL BE E70XX.ALL WELDING SHALL BE PERFORMED BY WABO AND N w MANUFACTURERS CERTIFICATION AVAILABLE FOR FASTENER MATERIALS 0 P a ) AWS CERTIFIED WELDERS.ALL COMPLETE PENETRATION WELDS(CP)SHALL BE O ULTRASONIC TESTED.ALL SINGLE PASS FILLET WELDS SHALL BE VISUALLY z 4-1 FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS 0 0 FINE INSPECTED. MINIMUM WELD SIZE IS 3/16"CONTINUOUS FILLET,TYPICAL UNLESS •--i PROPER SHEAR PLANE)FASTENERS SELECTED FOR THE JOINT DETAIL(GRADE,TYPE,BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM 0 0 rl CROSS SECTION B-B ACUITARD GRAINED VAiO NOTED OTHERWSE. �J PROPER BOLOTING PROCEDURE SELECTED FOR JOINT DETAIL O O I �� O CONNECTING ELEMENTS,INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION,IF SPECIFIED, 0 O CDs MEEET APPLICABLE REQUIREMENTS n PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER P O ¢ Cw py�) V ASSEMBLIES AND METHODS USED PROPER STIRAGE ORICUDED FIR BIKTS,NUTS,WASHERS AND OTHER FASTENER COMPONENTS O 1 0 �1 N5.6-2 INSPECTION TASKS DURING BOLTING G FASTENER ASSEMBLIES,OF SUITABLE CONDITION,PLACED IN ALL HOLES AND WASHERS(IF REQURIED)ARE POSITIONED AS REQUIRED O O cRour JOINT BROUGHT TO THE SNUG-TIGHT CONDITIO PRIOR TO THE PRETENSIONING OPERATION O O rT, FASTENER CONPNENT NOT TURNED BY WRENCH PREVENTED FROM ROTATING 0 O FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPEC,PRGRESSING SYSTEMATICALLY FROM THE MOST RIGID 0 O POINT TOWARD THE FREE EDGES ' N5.6-3 INSPECTION TASKS AFTER BOLTING ° DOCUMENT ACCEPTANCE OR REJECTION FOR BOLTED CONNECTIONS P P ° ° d 4° BEARINGSANI .. ^ O �I PILE NOTES PILE CAPACITY REQUIRED(ASD) S.S. AXIAL BENDING .. .. I--I 16"DIA PILES SUPPORTING 150 KIPS DNA ' _ CALL 48 HOURS w w w' GROUT STRENGTH: BEFORE YOU DIG vCA 16"DIA PILES SUPPORTING SS fc=3000 PSI � CROSS SECTION C-C DETAIL 2 1-800-424-5555 Q SP l .0 16 DIA PILES SUPPORTING S.S. (NTS)