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I
<br /> STRUCTURAL NOTES y.
<br /> ORDER OF PRECEDENCE
<br /> F. TESTING AND INSPECTION D. BACKFILL f) UNDERSLAB VAPOR BARRIER: ASTM E1745 CLASS B & C, MOISTOP ULTRA 6 DIVISION
<br /> IN CASE OF DISCREPANCIES IN CONSTRUCTION DOCUMENTS, THE DRAWINGS SHALL 1) SPECIAL INSPECTION IS REQUIRED PER CHAPTER 17 OF THE CODE AND LOCAL 1) SCARIFY AND PROOF ROLL SUBGRADE TO A DEPTH OF 12 INCHES TO IDENTIFY UNDERSLAB MOISTURE-VAPOR BARRIER AND MOISTOP VAPOR BARRIER 9: PROTECTIVE COATINGS
<br /> CONTROL OVER THE STRUCTURAL NOTES AND ANY OTHER WRITTEN AMENDMENTS AND/OR REQUIREMENTS. SOFT SPOTS. REMOVE ANY SOFT SPOTS AND BACKFILL WITH STRUCTURAL TAPE MANUFACTURED BY FORTIFIBER CORPORATION.
<br /> SPECIFICATIONS. THE STRUCTURAL NOTES SHALL CONTROL OVER ANY OTHER 2) THE OWNER OR REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE FILL. A) CORROSION CROTECAION
<br /> g) BONDING AGENT: VOC COMPLIANT, NON-SOLVENT BASED EPDXY ADHESIVE,
<br /> WRITTEN SPECIFICATIONS. ACTING AS THE OWNERS AGENT SHALL EMPLOY ALL SPECIAL INSPECTION 2) BACKFILL OVER-EXCAVATED AREAS WITH STRUCTURAL FILL. "ARMATEC 110 EPOCEM"AS MANUFACTURED BY SIKA CORPORATION, 1) ALL STRUCTURAL AND STRUCTURALA AND ISCEL SHALL SHOP PRIMED. •
<br /> SERVICES AND ALL REQUIRED MATERIAL TESTING SERVICES. 3) STRUCTURAL FILL: BACKFILL IN LAYERS NOT TO EXCEED 6 INCHES "DURALPREP AC"AS MANUFACTURED BY EUCLID CHEMICAL CO, OR EQUAL. 2) `FINAL FINISH OF ALL AND MISCELLANEOUS STEEL SHALL MATCH
<br /> DIVISION 0: DESIGN PARAMETERS 3) ALL INSPECTIONS ARE TO BE PERFORMED BY AN APPROVED AGENCY COMPACTED DEPTH. 3) CAST IN PLACE ANCHOR RODS: SEE DIVISION 5. EXISTING OR SPECIFIED BY BOEING.
<br /> 3) FINAL FINISH OF CONCRETE AND COATING OF CONCRETE SHALL MATCH REGULARLY ENGAGED IN CONDUCTING TESTS OR FURNISHING INSPECTION 4) COMPACTION SHALL MEET OR EXCEED THE FOLLOWING REQUIREMENTS AS 4) POST INSTALLED CONCRETE FASTENERS:
<br /> A. DESIGN CODES SERVICES AND APPROVED BY THE LOCAL BUILDING OFFICIAL. SHOWN AS A PERCENTAGE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM a) EXPANSION ANCHORS: MECHANICAL EXPANSION TYPE: ICC-ESR APPROVED EXISTING OR SPECIFIED BY BOEING.
<br /> 1) WASHINGTON STATE BUILDING CODE BASED ON THE 2015 IBC 4) PRIOR TO THE BEGINNING OF CONSTRUCTION, THE OWNER SHALL CALL A D698, STANDARD EFFORT, ASTM D1557, MODIFIED EFFORT: KWIK BOLT-TZ BY HILTI, INC., OR ICC-ESR APPROVED STRONG BOLT 2 BY
<br /> 2) ADDITIONAL REGULATIONS: STATE OF WASHINGTON OCCUPATIONAL PRE-CONSTRUCTION MEETING WITH THE OWNER, ENGINEER, BUILDING a) FILL UNDER SLABS: COMPACTED TO 95%. SIMPSON STRONG-TIE. •
<br /> SAFETY AND HEALTH ACT. OFFICIAL, CONTRACTOR AND SPECIAL INSPECTOR(S) TO REVIEW THE SPECIAL 5) COMPACTION TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ASTM b) UNDERCUT ANCHORS: ICC-ESR APPROVED HDA UNDERCUT ANCHOR BY -
<br /> INSPECTION REQUIREMENTS. D1556 (SAND CONE METHOD) OR ASTM D6938 (NUCLEAR METHOD). HILTI, INC. OR ICC-ESR APPROVED TORQ-CUT BY SIMPSON STRONG TIE. .
<br /> B. OCCUPANCY AND CONSTRUCTION REQUIREMENTS 5) DUTIES OF THE SPECIAL INSPECTOR INCLUDE BUT ARE NOT LIMITED TO: c) CHEMICAL ADHESIVE ANCHORS: CHEMICAL ANCHOR TYPE: ICC-ESR
<br /> .1) RISK CATEGORY II a) ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL E. TESTING AND INSPECTION APPROVED HIT-RE 500 V3 BY HILTI, INC., OR ICC-ESR APPROVED SET-XP BY
<br /> INSPECTION AND TESTING AGREEMENT PROVIDED BY THE LOCAL BUILDING 1)TESTING AND INSPECTION PER DIVISION 1. SIMPSON STRONG-TIE. SEE DIVISION 5 NOTES FOR THREADED ROD
<br /> C. DESIGN CRITERIA OFFICIAL. MATERIAL TO BE USED WITH ADHESIVE ANCHORS.
<br /> 1) LATERAL LOADS b) NOTIFY CONTRACTOR PERSONNEL OF PRESENCE AT THE JOB SITE. DIVISION 3: CONCRETE d) ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE
<br /> a) SEISMIC c) OBSERVE AND CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS STRUCTURAL ENGINEER PRIOR TO USE OR SUBSTITUTION. PROPOSED
<br /> 1) SEISMIC IMPORTANCE FACTOR, IE= 1.0 IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND A. REFERENCES ALTERNATE PRODUCT SUBMITTALS WILL BE EVALUATED CONSIDERING
<br /> 2) SEISMIC IMPORTANCE FACTOR FOR COMPONENTS, IP = 1.0 APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. 1) ACI 301 - STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR ICC-ESR SHOWING COMPLIANCE WITH THE CURRENT CODE FOR SEISMIC
<br /> 3) MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS: d) IDENTIFY NON-CONFORMING WORK. ALL DISCREPANCIES SHALL BE BUILDINGS USES AND LOAD RESISTANCE. PROVIDE MINIMUM EDGE DISTANCE AND
<br /> Ss = 1.446 BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR 2) ACI 302- GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION SPACING AS INDICATED IN THE PRODUCT'S ICC-ES REPORT UNLESS
<br /> Si= 0.558 CORRECTION, THEN IF UNCORRECTED, TO THE OWNER AND ENGINEER. 3) ACI 304R - GUIDE FOR MEASURING, MIXING, TRANSPORTING AND PLACING OTHERWSE NOTED ON THE DRAWINGS. •
<br /> 4) SITE CLASS: D e) FURNISHING INSPECTION REPORTS FOR EACH INSPECTION TO THE CONCRETE 5) CONCRETE MIX
<br /> 5) DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS: CONTRACTOR, OWNER, ENGINEER AND ANY OTHER DESIGNATED PARTIES IN 4) ACI 318- BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND a) ALL CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF ACI 318. .
<br /> SOS = 0.964 A TIMELY MANNER AS ESTABLISHED AT THE PRE-CONSTRUCTION MEETING. COMMENTARY CONCRETE SHALL BE TRANSPORTED AND PLACED IN ACCORDANCE WITH
<br /> Sp1= 0.558 REPORTS SHALL INCLUDE: DESCRIPTION OF INSPECTIONS AND LOCATIONS; 5) CRSI MSP-1 - MANUAL OF STANDARD PRACTICE ASTM C94.
<br /> 6) SEISMIC DESIGN CATEGORY: D LIST(S) OF NON-CONFORMING ITEMS BROUGHT TO THE CONTRACTORS 6) AWS D1.4- STRUCTURAL WELDING CODE-REINFORCING STEEL 6) HOT WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 305R.
<br /> 7)ANALYSIS PROCEDURES USED: EQUIVALENT STATIC FORCE PROCEDURE ATTENTION; HOW NON-CONFORMING ITEMS WERE RESOLVED; LIST(S) OF 7) COLD WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 306R.
<br /> 2)GRAVITY LOADS UNRESOLVED ITEMS. B. CONCRETE REINFORCING 8) FINISHING
<br /> a)GROUND FLOOR LIVE LOAD = 500 PSF f) LIST CHANGES INVOLVING THE WORK REQUIRING SPECIAL INSPECTION THAT 1) SUBMITTALS a) ALL FINISHING SHALL BE IN ACCORDANCE WITH ACI 301 SECTION 5.
<br /> WERE AUTHORIZED BY THE ENGINEER. a) SHOP DRAWINGS: INDICATE BAR GRADES, SIZES, SPACING, LOCATION, b) EXPOSED EDGES SHALL BE FORMED USING 3/4 INCH CHAMFER UNLESS
<br /> g) SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL QUANTITIES, BENDING &CUTTING SCHEDULES. OTHERWISE NOTED.!
<br /> DIVISION 1 : GENERAL REQUIREMENTS INSPECTION WAS, TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE, b) MILL TEST REPORTS. c) SEE BOEING SPECIFICATIONS FOR CONCRETE FINISH REQUIREMENTS.
<br /> IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND 2) REINFORCING STEEL
<br /> APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. WORK NOT IN a) ASTM A615 GRADE 60 (60 KSI) DEFORMED BAR. D. CURING
<br /> A. GENERAL CONFORMANCE, UNRESOLVED ITEMS OR ANY DISCREPANCY IN INSPECTION 1) THE ACTUAL YIELD STRENGTH BASED ON THE MILL TESTS REPORTS SHALL NOT 1) CONCRETE SHALL BE CURED BY USE OF A CURING COMPOUND OR BY USE OF
<br /> 1) THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE COVERAGE SHALL BE SPECIFICALLY ITEMIZED IN THE FINAL REPORT. EXCEED THE SPECIFIED YIELD STRENGTH BY MORE THAN 18,000 PSI AND THE AN APPROVED WET CURING PROCESS FOR A MINIMUM OF 7 DAYS AFTER
<br /> CONSTRUCTION OF THE PROJECT LOCATED IN EVERETT, WASHINGTON. 6) DUTIES OF THE CONTRACTOR INCLUDE BUT ARE NOT LIMITED TO: RATIO OF ACTUAL ULTIMATE TENSILE STRENGTH TO THE ACTUAL YIELD CONCRETE PLACEMENT IN ACCORDANCE WITH ACI 308.1.' CURING COMPOUNDS r
<br /> POSSESSION OF THESE DRAWINGS DOES NOT GRANT LICENSE TO CONSTRUCT a) PROVIDE THE OWNER, ENGINEER AND SPECIAL INSPECTOR A SCHEDULE OF STRENGTH SHALL NOT BE LESS THAN 1.25. IF ASTM A615 GRADE 60 SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN
<br /> OR FABRICATE THE WHOLE OR PARTS OF THIS PROJECT IN OTHER LOCATIONS. WORK PRIOR TO THE START OF CONSTRUCTION. REINFORCING DOES NOT SATISFY THESE REQUIREMENTS, ASTM A706 INSTRUCTIONS AND SPECIFICATIONS.
<br /> b) COMPLETE ALL WORK IN CONFORMANCE WITH THE APPROVED REINFORCING SHALL BE PROVIDED.
<br /> B. COORDINATION CONSTRUCTION DOCUMENTS
<br /> 1) COORDINATE WORK IN SUCH A MANNER AS TO MINIMIZE IMPACT ON FACILITY b) REINFORCING SUBJECT TO WELDING: ASTM A706 GRADE 60 (60 KSI) E. GROUT
<br /> c) NOTIFY THE SPECIAL INSPECTOR WHEN THE PHASE OF WORK REQUIRING
<br /> OPERATIONS. DEFORMED BAR. 1) ASTM C1107, ICC-ES APPROVED, NON-SHRINK, NON-METALLIC, MINIMUM
<br /> SPECIAL INSPECTION IS TO BEGIN, AND PROVIDE ADEQUATE NOTICE SO 1) USE ONLY LOW HYDROGEN E70XX ELECTRODES. COMPRESSIVE STRENGTH OF 5000 PSI AT 7 DAYS: FIVE STAR GROUT BY FIVE
<br /> 2) COORDINATE WORK OF OTHER CRAFTS HAVING INTERDEPENDENT THAT THE SPECIAL INSPECTOR HAS TIME TO BECOME FAMILIAR WITH THE 2) WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1.4. STAR PRODUCTS OR MASTERFLOW 928 BY BASF.
<br /> RESPONSIBILITIES FOR INSTALLING, CONNECTING TO, AND PLACING IN SERVICE WORK TO BE INSPECTED, AND ARRANGE AN INSPECTION SCHEDULE TO c) DEFORMED BAR ANCHORS (DBA): ASTM A496, TYPE D2L BY TRW NELSON. 2) EQUIPMENT BASES AND COLUMN BASE PLATES SHALL BE GROUTED IN STRICT
<br /> MATERIALS AND EQUIPMENT. COINCIDE WITH THE CONSTRUCTION SCHEDULE. THE CONTRACTOR SHALL d) HEADED CONCRETE ANCHORS (HCA)TYPE H4L BY TRW NELSON. ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTRUCTIONS.
<br /> 3) FIELD VERIFY ALL EXISTING ELEVATIONS AND DIMENSIONS SHOWN ON THE PROVIDE A MINIMUM OF 24 HOURS ADVANCED NOTICE TO THE SPECIAL 3) ACCESSORIES:
<br /> DRAWINGS BEFORE PROCEEDING WITH THE WORK. IMMEDIATELY REPORT ANY INSPECTOR FOR WORK REQUIRING INSPECTION AND TESTING. F. TESTING AND INSPECTION
<br /> DEVIATIONS TO THE OWNER AND ENGINEER. a) DOWEL BAR SPLICE ASSEMBLIES: LENTON FORMSAVER BY ERICO PRODUCTS
<br /> d) NOTIFY THE BUILDING OFFICIAL WHEN THE PHASE OF WORK REQUIRING INC. 1) TESTING AND INSPECTION PER DIVISION 1.
<br /> INSPECTION BY THE BUILDING OFFICIAL AS DESCRIBED IN SECTION 110 OF 4) UNLESS OTHERWISE NOTED ON THE DRAWINGS, LAP SPLICES FOR
<br /> .
<br /> C. CONSTRUCTION METHODS AND PROJECT SAFETY THE CODE IS READY FOR INSPECTION. PROVIDE A MINIMUM 24 HOURS REINFORCING SHALL BE AS FOLLOWS:
<br /> 1) THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED ADVANCE NOTICE TO THE BUILDING OFFICIAL.
<br /> PROCEDURES OR SEQUENCE OF DIVISION 5: METALS
<br /> STRUCTURE AND DO NOT INDICATE METHODS, e) ENSURE THAT ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN
<br /> CONSTRUCTION. THE STRUCTURE(S)AND ALL OF ITS PARTS MUST BE ACCESSIBLE AND EXPOSED UNTIL IT HAS BEEN OBSERVED AND INDICATED CLASS B TOP BAR
<br /> BAR SIZE BAR SIZE A. REFERENCES
<br /> ADEQUATELY BRACED AGAINST WIND AND LATERAL EARTH AND SEISMIC TO BE IN CONFORMANCE WITH THE SPECIAL INSPECTOR, AND APPROVED BY SPLICE SPLICE * 1) AISC 360-STEEL CONSTRUCTION MANUAL
<br /> FORCES UNTIL THE PERMANENT LATERAL FORCE RESISTING SYSTEMS HAVE (US) METRIC (SI)
<br /> THE BUILDING OFFICIAL. THE CONTRACTOR SHALL PROVIDE MEANS OF
<br /> BEEN CONSTRUCTED AND ALL ATTACHMENTS AND CONNECTIONS NECESSARY (INCH) (INCH) 2)AWS D1.1 - STRUCTURAL WELDING CODE
<br /> ACCESS TO WORK REQUIRING SPECIAL INSPECTION, INCLUDING BUT NOT 3) SSTC- STRUCTURAL BOLTING HANDBOOK FOR THE STABILITY OF THE STRUCTURE(S)AND ITS PARTS HAVE BEEN MADE. LIMITED TO, CRANE SERVICE AND TEMPORARY PLATFORMS. #3 #10 19 25
<br /> THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR ENFORCING f) PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED
<br /> SAFETY REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND #4 #13 25 33 B. STRUCTURAL STEEL
<br /> CONSTRUCTION DOCUMENTS AT THE JOB SITE. 1) SUBMITTALS:
<br /> MAINTAIN ALL SAFETY DEVICES. CONSTRUCTION MATERIALS SHALL BE EVENLY g) MAINTAIN AT THE JOB SITE COPIES OF ALL REPORTS SUBMITTED BY THE
<br /> DISTRIBUTED IF PLACED ON FRAMED FLOORS OR ROOFS. LOADS SHALL NOT #5 #16 31 41 a)SHOP DRAWINGS: INDICATE PROFILES, SIZE, SPACING, LOCATIONS OF
<br /> SPECIAL INSPECTOR. STRUCTURAL MEMBERS, OPENINGS, ATTACHMENTS, CONNECTIONS,EXCEED ALLOWABLE LOADING FOR THE SUPPORTING MEMBERS OR THEIR h) CORRECT ALL NON-CONFORMING WORK. #6 #19 37 49 FASTENERS, CAMBERS, AND WELDMENTS USING AWS WELD SYMBOLS.
<br /> CONNECTIONS. THE CONTRACTORS CONSTRUCTION AND/OR ERECTION i) IN ADDITION TO THE ABOVE, THE CONTRACTOR SHALL SUBMIT A WRITTEN
<br /> SEQUENCE SHALL TAKE INTO CONSIDERATION THE EFFECTS OF THERMAL #7 #22 54 7p b) WELDERS CERTIFICATES: PROVIDE WELDERS CERTIFICATES BY AN
<br /> STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE APPROVED CERTIFYING AGENCY.MOVEMENTS OF THE STRUCTURE DURING THE CONSTRUCTION PERIOD.
<br /> OWNER PRIOR TO COMMENCING WORK. THE CONTRACTORS STATEMENT OF #8 #25 62 80 2) MATERIALS: 1
<br /> 2) THE CONTRACTOR SHALL CONFORM TO ALL FACILITY SAFETY REGULATIONS RESPONSIBILITY SHALL INCLUDE ACKNOWLEDGMENT OF AWARENESS OF a) STRUCTURAL STEEL CHANNELS: ASTM A36 (Fy36 KSI AND REQUIREMENTS. = )
<br /> THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL #9 #29 69 90 b) STRUCTURAL STEEL PLATES: ASTM A572 GRADE 50 Fy= 50 KSI).
<br /> INSPECTIONS. c) STRUCTURAL STEEL ANGLES: ASTM A36 (Fy36
<br /> #10 #32 77 100 = KSI).
<br /> D. SUBMITTALS 7) DEFINITIONS d) HOLLOW STRUCTURAL SHAPES: SQUARE AND RECTANGULAR STRUCTURAL
<br /> 1) SUBMITTAL PROCEDURES a) CONTINUOUS INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS
<br /> #11 #36 85 110 TUBE: ASTM A500 GRADE B (Fy =46 KSI). ��a) IDENTIFY PROJECT CONTRACTOR, SUBCONTRACTOR, AND/OR SUPPLIER.
<br /> PRESENT AT ALL TIMES OBSERVING AND CONFIRMING THAT THE WORK e) HIGH-STRENGTH BOLTS (HSB):ASTM F3125 GALVANIZED TO ASTM F2329
<br /> b) ALL SUBMITTALS SHALL BE PROVIDED IN PDF FORMAT. SUBMITTALS SHALL REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH THE APPROVED #14 #43 108 140
<br /> BE RETURNED IN PDF FORMAT VIA EMAIL OR PROJECT WEBSITE. UNLESS NOTED OTHERWISE.
<br /> CONSTRUCTION DOCUMENTS. #18 #57 139 180 f) ANCHOR RODS: ASTM F1554 GRADE 36 HEAVY HEX TYPE. RODS, NUTS AND
<br /> c) ALLOW FIVE (5)WORKING DAYS MINIMUM FOR REVIEW AND RETURN OF b) PERIODIC INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS PRESENT WASHERS GALVANIZED IN ACCORDANCE WITH ASTM F2329.SUBMITTALS. PRODUCT PURCHASE/FABRICATION SHALL NOT COMMENCE PART TIME, OR AT TIME INTERVALS, AS NECESSARY TO OBSERVE AND
<br /> UNTIL SUBMITTALS ARE RETURNED. g) THREADED ROD: ASTM F1554 GRADE 36. GALVANIZED IN ACCORDANCE WITH
<br /> CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN *TOP BARS ARE HORIZONTAL BARS PLACED SUCH THAT MORE ASTM F2329.d) SHOP DRAWINGS:ALL SHOP DRAWINGS SHALL BE PREPARED ON f
<br /> CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. THAN 12 INCHES OF FRESH CONCRETE IS CAST BELOW h) PLATE WASHERS: ASTM A36.ELECTRONIC MEDIA. ANY REVISIONS TO THE DRAWINGS SHALL BE CLOUDED 8) WORK REQUIRING SPECIAL INSPECTION SPLICE.
<br /> AND MARKED WITH REVISION NUMBERS. i) HARDENED WASHERS: ASTM F436 TYPE 1. GALVANIZED TO ASTM F2329 UNLESS
<br /> a) WORK REQUIRING SPECIAL INSPECTION IS LISTED WITHIN THE TABLES OF NOTED OTHERVISE.
<br /> e) ALL SUBMITTALS SHALL BE REVIEWED, APPROVED AND INITIALED BY THE REQUIRED SPECIAL INSPECTION AT THE END OF THE GENERAL NOTES. 5) PROVIDE SPECIFIED COVER AS FOLLOWS:
<br /> j) BEVEL
<br /> SUPPLIER/DETAILER AND BY THE CONTRACTOR PRIOR TO SUBMITTING FOR WASHERS:ASTM F436 TYPE 1. GALVANIZED TO ASTM F2329 UNLESS
<br /> b) IT IS INTENDED THAT THE TABLES OF REQUIRED SPECIAL INSPECTION a) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 NOTED OTHERWISE.
<br /> REVIEW BY THE ENGINEER. ANY SUBMITTALS NOT REVIEWED, APPROVED DEFINE ALL INSPECTIONS REQUIRED BY CHAPTER 17 OF THE CODE. THE INCHES (-3/8 INCH/+1 INCH)
<br /> AND INITIALED BY THE SUPPLIER/DETAILER AND CONTRACTOR SHALL BE k) NUTS (STANDARD, JAMB AND HEAVY HEX TYPE): ASTM A563. GALVANIZED TO
<br /> SPECIAL INSPECTOR SHALL NOTIFY THE ENGINEER OF ANY REQUIRED b) CONCRETE EXPOSED TO EARTH OR WEATHER: ASTM F2329 UNLESS NOTED OTHERWISE. HEAVY HEX NUTS SHALL BE USED IN
<br /> RETURNED WITHOUT REVIEW. INSPECTIONS THAT MAY HAVE BEEN OMITTED FROM THE TABLES. 1)#6 BAR AND LARGER: 2 INCHES (-3/8 INCH/+5/8 INCH) ALL HSB CONNECTIONS UNLESS OTHERWISE NOTED. ALL NUTS TO HAVE A :,
<br /> 2) SCHEDULE OF SUBMITTALS: 2)#5 BAR AND SMALLER: 1 1/2 INCHES(-3/8 INCH/+1/2 INCH) PROOF LOAD STRESS EQUAL TO OR HIGHER THAN THE MINIMUM SPECIFIED
<br /> a) SHOP DRAWINGS DIVISION 2: SITE WORK c) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH: TENSILE STRENGTH OF THE THREADED PART(BOLT OR ROD).
<br /> 1) CONCRETE REINFORCING STEEL 1) SLABS, WALLS, JOISTS: I) SHEAR CONNECTOR STUDS AND HEADED CONCRETE ANCHORS: TYPE B IN
<br /> 2) STRUCTURAL STEEL a. #14 BAR AND LARGER: 1 1/2 INCHES (-1/4 INCH/+1/2 INCH)
<br /> b) PRODUCT DATA A. SITE CONDITIONS CONFORMANCE WITH AWS D1.1, AS MANUFACTURED BY NELSON STUD
<br /> 1) CONCRETE MIX DESIGN b. #11 BAR AND SMALLER: 3/4 INCH (-1/4 INCH/+1/4 INCH)
<br /> 1) THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE SITE CONDITIONS. WELDING OR TRU-WELD DIVISION OF TRU-FIT PRODUCTS CORP.
<br /> 2) BEAM, COLUMNS, PEDESTALS (PRIMARY REINFORCING, TIES, STIRRUPS, INSTALL/FASTEN TO STEEL MEMBERS IN STRICT ACCORDANCE WITH
<br /> 2)CONCRETE REINFORCING MILL TEST REPORTS AND SPIRALS): 1 1/2 INCHES (-3/8 INCH/+1/2 INCH)
<br /> c) TESTING AND INSPECTION REPORTS B. MATERIALS MANUFACTURERS RECOMMENDATIONS.
<br /> 6) UNLESS OTHERWSE NOTED ON THE DRAWINGS, PROVIDE CORNER BARS TO
<br /> d) WELDER CERTIFICATES 1) STRUCTURAL FILL: CLEAN, FREE-DRAINING, WELL-GRADED, CRUSHED ROCK m)WELDING FILLER MATERIAL: AWS D1.1 TABLE 3.1, AWS A5.1 OR A5.5 E70XX
<br /> MATCH HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS.
<br /> WITH ALL MATERIAL PASSING THE 1 INCH SIEVE AND NOT MORE THAN 5% FOR SMAW WELDING PROCESS; AWS A5.18 ER70S-X FOR GMAW WELDING
<br /> E. QUALITY CONTROL PASSING THE NUMBER 200 SIEVE. PROCESS;AWS A5.17 OR A5.23 F7XX-EXXX FOR SAW WELDING PROCESS;AWS
<br /> 1) COMPLY WITH SPECIFIED PROJECT STANDARDS AS A MINIMUM FOR QUALITY 2) FLOWABLE CONTROL DENSITY FILL (FCDF): FLOWABLE, SELF-LEVELING C. CAST-IN-PLACE CONCRETE •
<br /> 1) MATERIALS: A5.20 E7XT-X FOR WELDING PROCESS.
<br /> FOR THE WORK, EXCEPT WHERE THE DRAWINGS, CODE TOLERANCES, OR MIXTURE OF PORTLAND CEMENT, FLY ASH, FINE AGGREGATES,AIR 1)TYPE: LOW-HYDROGEN.
<br /> ENTRAINING ADMIXTURES AND WATER. EXCAVATABLE: 50 PSI MINIMUM, 100 a) FINE AND COARSE AGGREGATES:ASTM C33.
<br /> SPECIFIC REQUIREMENTS INDICATE HIGHER STANDARDS OR MORE PRECISE b) ADMIXTURES:
<br /> WORKMANSHIP. PSI MAXIMUM 28-DAY COMPRESSIVE STRENGTH. SUBMIT MIX DESIGN TO C. CONNECTIONS
<br /> ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PLACING. 1) AIR ENTRAINMENT: ASTM C260 1) ALL STRUCTURALICONNECTIONS SHALL UTILIZE 3/4 INCH DIAMETER A325 HIGH
<br /> 2) CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CORRECTING ALL SITE 2) ADMIXTURES: ASTM C494
<br /> CONDITIONS CAUSED BY CONSTRUCTION ACTIVITIES. STRENGTH BOLTS AND BE TYPE N (BEARING WITH THREADS INCLUDED IN THE
<br /> 3) PROTECT ALL EXISTING AND NEW UTILITIES, STRUCTURES AND EQUIPMENT 2) ACCESSORIES:
<br /> C. EXCAVATION SHEAR PLANE) UNLESS OTHERWISE NOTED. CONNECTIONS NOTED AS SC (SLIP
<br /> a) ISOLATION JOINT MATERIAL: ASTM D1751 ASPHALT IMPREGNATED
<br /> FROM DAMAGE. 1) VERIFY THAT SURVEY BENCHMARKS AND INTENDED ELEVATIONS FOR WORK CRITICAL) SHALL INCLUDE LOAD INDICATOR WASHERS OR USE TENSION •
<br /> VERIFY COMPATIBILITY TY WITH REQUIRED CONCRETE COATING :r
<br /> ASARE
<br /> 4) CONSTRUCT ALL ITEMS AND COMPONENTS IN FULL ACCORDANCE WITH THE INDICATED. CONTROLLED HIGH-STRENGTH BOLTS. FRYING SURFACES OF CONNECTING •
<br /> SYSTEMS.
<br /> DRAWINGS AND SPECIFICATIONS. ANY VARIANCE MUST HAVE WRITTEN 2) REMOVE ALL ORGANIC MATERIAL, TOPSOIL, AND ANY FILL FROM UNDER PARTS IN SC CONNECTIONS SHALL BE PROTECTED AGAINST PAINT AND
<br /> b) CORRUGATED PAPER FORMWORK: SUREVOID PRODUCTS, BY VOIDFORM f
<br /> APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION. BUILDINGS AND SLAB AREAS. OVER-SPRAY.
<br /> PRODUCTS, INC. 2) HIGH STRENGTH BOLTS SHALL BE INSTALLED AND TIGHTENED IN ACCORDANCE
<br /> 5) UNLESS OTHERWISE NOTED, ALL NEW WORK SHALL MATCH EXISTING IN LINE 3) OVER-EXCAVATE AREAS NOT CAPABLE OF IN SITU COMPACTION.
<br /> AND ELEVATION. SHOULD THESE LINES AND ELEVATIONS CONFLICT WITH THE BEN ATERSTOPS: "SPECIFICATIONS FOR STRUCTURAL JOINTS USING HIGH-STRENGTH
<br /> 4) NOTIFY ENGINEER OF ANY UNUSUAL CONDITIONS ENCOUNTERED IN FOOTING WITH RCSC
<br /> LINES AND ELEVATIONS SHOWN ON THE DRAWINGS, CONTACT THE OWNER AND EXCAVATION. 1) OR T ONITE WATERSTOP: RX-101, 1 INCH X 3/4 INCH FOR CONCRETE 8 INCHES BOLTS" (AISC 360)AND SSTC "STRUCTURAL BOLTING HANDBOOK".
<br /> 5) CLEAN ALL FOOTING AREAS OF LOOSE MATERIAL BY HAND. REMOVE ALL WET, THICKER. SECURE TO CONCRETE/SUBSTRATE WITH CETSEAL 3)ALL HIGH STRENGTH BOLTS SHALL BE FULLY TENSIONED UNLESS NOTED
<br /> ENGINEER IMMEDIATELY. SEALANT/ADHESIVE. MANUFACTURER: COLLOID ENVIRONMENTAL
<br /> TECHNOLOGIES COMPANY(CETCO).
<br /> SOFT SOIL FROM FOOTING EXCAVATIONS PRIOR TO PLACING FOUNDATIONS. OTHERWISE. 1
<br /> 6) ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED NATIVE SOILS OR i ISSUED FOR ,
<br /> d) JOINT SEALANTS: ASTM C920, TYPE S, SIKAFLEX 1CSL, BY SIKA
<br /> COMPACTED STRUCTURAL FILL A MINIMUM OF 18 INCHES BELOW GRADE. NO CORPORATION. SELF LEVELING FOR HORIZONTAL JOINT USE. D. WELDING
<br /> LOOSE SOIL OR FILL SHALL BE PERMITTED UNDER FOOTINGS OR e) CURING COMPOUND: VOC COMPLIANT ASTM C309 TYPE 1, CLASS B, 1) ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1.1. CONSTRUCTION .
<br /> FOUNDATIONS. 2)ALL WELDING ON ELEMENTS OF THE SEISMIC FORCE-RESISTING SYSTEM SHALL
<br /> ALL-RESIN TYPE, NON-YELLOWING ACRYLIC TYPE. VERIFY COMPATIBILITY
<br /> 8
<br /> BE PERFORMED IN ACCORDANCE WITH AWS D13)GUARDRAILS AND HANDRAILS SHALL BE PROVIDED WITH CLOSED ENDSSTRUCTURAL. .
<br /> WITH REQUIRED CONCRETE COATING SYSTEMS. AND ., ".
<br /> CONNECTIONS SHALL BE'CONTINUOUSLY WELDED UNLESS NOTED OTHERWISE. Our difference
<br /> I ,, is engineered.
<br /> www.harrisgroup.com
<br /> PROJECT NO: 0012630.04
<br /> SYM REVISION BY APPROVED _ DATE SYM REVISION BY APPROVED DATE , DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> ACCEPTABILITY• SIGN AND/OR
<br /> R. PINLAC 10.30.18 GENERAL STRUCTURAL NOTES SHEET 1
<br /> A BSA STRINGER GANTRY - IFC REMOVAL/EXCAVATION W6036604 HG RLT 03.28.19 . • . THIS DESIGN CHECKED W6036604 3 07.09.19
<br /> SPECIFICATION IS APPROVED 'ENGINEERR. PINLAC
<br /> 03.28.19 SHEET
<br /> B BSA STRINGER GANTRY - IFC STRUCTURAL W6036604 HG RLT 07.09.19 , .# ,,, : v , , - 0. .4". .r, APPROVED BY DEPT. DATE TITLE BSA STRINGER GANTRY
<br /> A. BEHROOZI 03.28.19
<br /> " CHECKED
<br /> A. WARNER 03.28.19
<br /> ,,,,, S2g
<br /> •• APPROVED BUILDING 40-0 V H JOB NO. COMP NO. '' R. THIRTYACRE 03.28.19 W6036604
<br /> r.
<br /> • 7i09i2019 APPROVED DWG NO.
<br /> STRUCTURAL MASTER EVERETT, WA 40-058-S2g
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