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STRUCTURAL NOTES
<br /> ORDER
<br /> OF PRECEDENCE F. TESTING AND INSPECTION D. BACKFILL d) ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE DIVISION 9: PROTECTIVE COATINGS
<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 STRUCTURAL ENGINEER PRIOR TO USE OR SUBSTITUTION. PROPOSED
<br /> CONTROL OVER THE STRUCTURAL NOTES AND ANY OTHER WRITTEN AMENDMENTS AND/OR REQUIREMENTS. SOFT SPOTS. REMOVE ANY SOFT SPOTS AND BACKFILL WITH STRUCTURAL ALTERNATE PRODUCT SUBMITTALS WILL BE EVALUATED CONSIDERING A)CORROSION PROTECTION
<br /> SPECIFICATIONS. THE STRUCTURAL NOTES SHALL CONTROL OVER ANY OTHER 2) THE OWNER OR REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE FILL. ICC-ESR SHOWING COMPLIANCE WITH THE CURRENT CODE FOR SEISMIC 1) ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL SHOP PRIMED.
<br /> WRITTEN SPECIFICATIONS. ACTING AS THE OWNERS AGENT SHALL EMPLOY ALL SPECIAL INSPECTION 2) BACKFILL OVER-EXCAVATED AREAS WITH STRUCTURAL FILL. USES AND LOAD RESISTANCE. PROVIDE MINIMUM EDGE DISTANCE AND 2) FINAL FINISH OF ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL MATCH
<br /> SERVICES AND ALL REQUIRED MATERIAL TESTING SERVICES. 3) STRUCTURAL FILL: BACKFILL IN LAYERS NOT TO EXCEED 6 INCHES SPACING AS INDICATED IN THE PRODUCT'S ICC-ES REPORT UNLESS EXISTING OR SPECIFIED BY BOEING.
<br /> DIVISION 0: DESIGN PARAMETERS 3) ALL INSPECTIONS ARE TO BE PERFORMED BY AN APPROVED AGENCY COMPACTED DEPTH. OTHERWISE NOTED ON THE DRAWINGS. 3) FINAL FINISH OF CONCRETE AND COATING OF CONCRETE SHALL MATCH
<br /> REGULARLY ENGAGED IN CONDUCTING TESTS OR FURNISHING INSPECTION 4) COMPACTION SHALL MEET OR EXCEED THE FOLLOWING REQUIREMENTS AS 5) CONCRETE MIX EXISTING OR SPECIFIED BY BOEING.
<br /> SERVICES AND APPROVED BY THE LOCAL BUILDING OFFICIAL. SHOWN AS A PERCENTAGE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM a) ALL CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF ACI 318.
<br /> A. DESIGN CODES 4) PRIOR TO THE BEGINNING OF CONSTRUCTION, THE OWNER SHALL CALL A D698, STANDARD EFFORT, ASTM D1557, MODIFIED EFFORT: CONCRETE SHALL BE TRANSPORTED AND PLACED IN ACCORDANCE WITH
<br /> 1) ADDITIONAL
<br /> REGULATIONS:STATE STATE CODE BASED INO THEO OCCUPATIONAL2015 IBC PRE-CONSTRUCTION MEETING WITH THE OWNER, ENGINEER, BUILDING a) FILL UNDER SLABS: COMPACTED TO 95%. ASTM C94.
<br /> 2) ADDITIONAL L OF WASHINGTON OFFICIAL, CONTRACTOR AND SPECIAL INSPECTOR(S) TO REVIEW THE SPECIAL 5) COMPACTION TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ASTM 6) HOT WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 305R.
<br /> SAFETY AND HEALTH ACT. INSPECTION REQUIREMENTS. D1556 (SAND CONE METHOD)OR ASTM D6938 (NUCLEAR METHOD). 7) COLD WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 306R.
<br /> B. OCCUPANCY AND CONSTRUCTION REQUIREMENTS 5) DUTIES OF THE SPECIAL INSPECTOR INCLUDE BUT ARE NOT LIMITED TO: 8) FINISHING •
<br /> a) ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL E. TESTING AND INSPECTION a) ALL FINISHING SHALL BE IN ACCORDANCE WITH ACI 301 SECTION 5.
<br /> 1) RISK CATEGORY II INSPECTION AND TESTING AGREEMENT PROVIDED BY THE LOCAL BUILDING 1) TESTING AND INSPECTION PER DIVISION 1. b) EXPOSED EDGES SHALL BE FORMED USING 3/4 INCH CHAMFER UNLESS
<br /> OTHERWISE NOTED.
<br /> C. DESIGN CRITERIA
<br /> 1) L.
<br /> LATERALNOTIFY
<br /> LOADS b) NOTIFYFYOFFICI CONTRACTOR PERSONNEL OF PRESENCE AT THE JOB SITE. DIVISION 3: CONCRETE c) SEE BOEING SPECIFICATIONS FOR CONCRETE FINISH REQUIREMENTS.
<br /> c) OBSERVE AND CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS
<br /> a) SEISMIC IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND A. REFERENCES D. CURING
<br /> 1)SEISMIC IMPORTANCE FACTOR, IE= 1.0 2) SEISMIC IMPORTANCE FACTOR FOR COMPONENTS, IP = 1.0 APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. 1) ACI 301 -STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR 1) CONCRETE SHALL BE CURED BY USE OF A CURING COMPOUND OR BY USE OF
<br /> 3) MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS: d) IDENTIFY NON-CONFORMING WORK. ALL DISCREPANCIES SHALL BE BUILDINGS AN APPROVED WET CURING PROCESS FOR A MINIMUM OF 7 DAYS AFTER
<br /> S = 1.446 BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR 2) ACI 302- GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION CONCRETE PLACEMENT IN ACCORDANCE WITH ACI 308.1. CURING COMPOUNDS
<br /> s CORRECTION, THEN IF UNCORRECTED, TO THE OWNER AND ENGINEER. 3) ACI 304R-GUIDE FOR MEASURING, MIXING, TRANSPORTING AND PLACING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN
<br /> Si=0.558 e) FURNISHING INSPECTION REPORTS FOR EACH INSPECTION TO THE CONCRETE INSTRUCTIONS AND SPECIFICATIONS.
<br /> 4) SITE CLASS: D CONTRACTOR, OWNER, ENGINEER AND ANY OTHER DESIGNATED PARTIES IN 4) ACI 318- BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND
<br /> 5) DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS: A TIMELY MANNER AS ESTABLISHED AT THE PRE-CONSTRUCTION MEETING. COMMENTARY E. GROUT
<br /> Sips
<br /> = REPORTS SHALL INCLUDE: DESCRIPTION OF INSPECTIONS AND LOCATIONS; 5) CRSI MSP-1 - MANUAL OF STANDARD PRACTICE 1) ASTM C1107, ICC-ES APPROVED, NON-SHRINK, NON-METALLIC, MINIMUM
<br /> SDI
<br /> = 0..558558 LIST(S) OF NON-CONFORMING ITEMS BROUGHT TO THE CONTRACTORS 6) AWS D1.4- STRUCTURAL WELDING CODE-REINFORCING STEEL COMPRESSIVE STRENGTH OF 5000 PSI AT 7 DAYS: FIVE STAR GROUT BY FIVE
<br /> 6) SEISMIC DESIGN CATEGORY: D ATTENTION; HOW NON-CONFORMING ITEMS WERE RESOLVED; LIST(S) OF STAR PRODUCTS OR MASTERFLOW 928 BY BASF.
<br /> 7)ANALYSIS PROCEDURES USED: EQUIVALENT STATIC FORCE PROCEDURE 2) EQUIPMENT BASES AND COLUMN BASE PLATES SHALL BE GROUTED IN STRICT
<br /> 2) GRAVITY LOADS UNRESOLVED ITEMS. B. CONCRETE REINFORCING
<br /> a)GROUND FLOOR LIVE LOAD = 500 PSF f) LIST CHANGES INVOLVING THE WORK REQUIRING SPECIAL INSPECTION THAT 1) SUBMITTALS ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTRUCTIONS.
<br /> WERE AUTHORIZED BY THE ENGINEER. a) SHOP DRAWINGS: INDICATE BAR GRADES, SIZES, SPACING, LOCATION,
<br /> g) SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL QUANTITIES, BENDING &CUTTING SCHEDULES. F. TESTING AND INSPECTION
<br /> DIVISION 1: GENERAL REQUIREMENTS INSPECTION WAS, TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE, b) MILL TEST REPORTS. 1) TESTING AND INSPECTION PER DIVISION 1.
<br /> IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND 2) REINFORCING STEEL
<br /> A. GENERAL APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. WORK NOT IN a) ASTM A615 GRADE 60 (60 KSI) DEFORMED BAR.
<br /> 1) THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE CONFORMANCE, UNRESOLVED ITEMS OR ANY DISCREPANCY IN INSPECTION 1) THE ACTUAL YIELD STRENGTH BASED ON THE MILL TESTS REPORTS SHALL NOT DIVISION 5: METALS
<br /> CONSTRUCTION OF THE PROJECT LOCATED IN EVERETT, WASHINGTON. COVERAGE SHALL BE SPECIFICALLY ITEMIZED IN THE FINAL REPORT. EXCEED THE SPECIFIED YIELD STRENGTH BY MORE THAN 18,000 PSI AND THE
<br /> POSSESSION OF THESE DRAWINGS DOES NOT GRANT LICENSE TO CONSTRUCT 6) DUTIES OF THE CONTRACTOR INCLUDE BUT ARE NOT LIMITED TO: RATIO OF ACTUAL ULTIMATE TENSILE STRENGTH TO THE ACTUAL YIELD A.
<br /> OR FABRICATE THE WHOLE OR PARTS OF THIS PROJECT IN OTHER LOCATIONS. a) PROVIDE THE OWNER, ENGINEER AND SPECIAL INSPECTOR A SCHEDULE OF STRENGTH SHALL NOT BE LESS THAN 1.25. IF ASTM A615 GRADE 60 1) AISC REFERENCES-STEEL CONSTRUCTION MANUAL
<br /> WORK PRIOR TO THE START OF CONSTRUCTION. REINFORCING DOES NOT SATISFY THESE REQUIREMENTS, ASTM A706 2)AWS 360 -STRUCTURAL CONSTRUCTION
<br /> WELDING CODE
<br /> B. COORDINATION b) COMPLETE ALL WORK IN CONFORMANCE WITH THE APPROVED REINFORCING SHALL BE PROVIDED. 3)AWS - .1 -STRUCTURALTRT BOLTING HANDBOOK
<br /> 1) COORDINATE WORK IN SUCH A MANNER AS TO MINIMIZE IMPACT ON FACILITY CONSTRUCTION DOCUMENTS b) REINFORCING SUBJECT TO WELDING: ASTM A706 GRADE 60 (60 KSI)
<br /> OPERATIONS. c) NOTIFY THE SPECIAL INSPECTOR WHEN THE PHASE OF WORK REQUIRING DEFORMED BAR. B. STEEL
<br /> 2) COORDINATE WORK OF OTHER CRAFTS HAVING INTERDEPENDENT SPECIAL INSPECTION IS TO BEGIN, AND PROVIDE ADEQUATE NOTICE SO 1) USE ONLY LOW HYDROGEN E70XX ELECTRODES. STRUCTURAL1) SUBMITTALS:
<br /> RESPONSIBILITIES FOR INSTALLING, CONNECTING TO, AND PLACING IN SERVICE THAT THE SPECIAL INSPECTOR HAS TIME TO BECOME FAMILIAR WITH THE 2) WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1.4. )SHOP RAWINGS: INDICATE PROFILES, SIZE, LOCATIONS OF
<br /> MATERIALS AND EQUIPMENT. WORK TO BE INSPECTED, AND ARRANGE AN INSPECTION SCHEDULE TO c) DEFORMED BAR ANCHORS (DBA): ASTM A496, TYPE D2L BY TRW NELSON. STRUCTURAL MEMBERS,C P ATTACHMENTS,SPACING,
<br /> 3) FIELD VERIFY ALL EXISTING ELEVATIONS AND DIMENSIONS SHOWN ON THE COINCIDE WITH THE CONSTRUCTION SCHEDULE. THE CONTRACTOR SHALL d) HEADED CONCRETE ANCHORS (HCA)TYPE H4L BY TRW NELSON. FASTENERS, CAMBERS, OPENINGS,AND WELDMENTS USING AWS CONNECTIONS,
<br /> DRAWINGS BEFORE PROCEEDING WITH THE WORK. IMMEDIATELY REPORT ANY PROVIDE A MINIMUM OF 24 HOURS ADVANCED NOTICE TO THE SPECIAL 3) ACCESSORIES: b) WELDERS , CAM PROVIDE WELDERS CERTIFICATESSWELD SYMBOLS.Y
<br /> DEVIATIONS TO THE OWNER AND ENGINEER. INSPECTOR FOR WORK REQUIRING INSPECTION AND TESTING. a) DOWEL BAR SPLICE ASSEMBLIES: LENTON FORMSAVER BY ERICO PRODUCTS APPROVED CERTIFICATES:CRTIFYING AGENCY.
<br /> AN
<br /> d) NOTIFY THE BUILDING OFFICIAL WHEN THE PHASE OF WORK REQUIRING INC. 2)MATERIALS:
<br /> C. CONSTRUCTION METHODS AND PROJECT SAFETY INSPECTION BY THE BUILDING OFFICIAL AS DESCRIBED IN SECTION 110 OF 4) UNLESS OTHERWISE NOTED ON THE DRAWINGS, LAP SPLICES FOR a)STRUCTURAL STEEL CHANNELS: (Fy= KSI).
<br /> 1) THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED THE CODE IS READY FOR INSPECTION. PROVIDE A MINIMUM 24 HOURS REINFORCING SHALL BE AS FOLLOWS: b) STRUCTURAL STEEL PLATES: ASTM ASTM A36 36 Fy). 50 KSI).
<br /> STRUCTURE AND DO NOT INDICATE METHODS, PROCEDURES OR SEQUENCE OF ADVANCE NOTICE TO THE BUILDING OFFICIAL. ) STRUCTURAL STEEL ANGLES: ASTM A 7 (Fy =GRADE6 50IF
<br /> CONSTRUCTION. THE STRUCTURE(S)AND ALL OF ITS PARTS MUST BE e) ENSURE THAT ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN CLASS B TOP BAR d)HOLLOWU STRUCTURAL SHAPES: SQUARE AND RECTANGULAR STRUCTURAL
<br /> ).
<br /> ADEQUATELY BRACED AGAINST WIND AND LATERAL EARTH AND SEISMIC ACCESSIBLE AND EXPOSED UNTIL IT HAS BEEN OBSERVED AND INDICATED BAR SIZE BAR SIZE SPLICE SPLICE * TUBE: ASTM A500 GRADE B (Fy -46 KSI).
<br /> FORCES UNTIL THE PERMANENT LATERAL FORCE RESISTING SYSTEMS HAVE TO BE IN CONFORMANCE WITH THE SPECIAL INSPECTOR, AND APPROVED BY (US) METRIC (SI) e)HIGH-STRENGTH BOLTS (HSB): ASTM F3125 GALVANIZED TO ASTM F2329
<br /> BEEN CONSTRUCTED AND ALL ATTACHMENTS AND CONNECTIONS NECESSARY THE BUILDING OFFICIAL. THE CONTRACTOR SHALL PROVIDE MEANS OF (INCH) (INCH)
<br /> FOR THE STABILITY OF THE STRUCTURE(S)AND ITS PARTS HAVE BEEN MADE. ACCESS TO WORK REQUIRING SPECIAL INSPECTION, INCLUDING BUT NOT f UNLESS NOTED OTHERWISE.) ANCHOR RODS: OTH GRADE 36 HEAVY HEX TYPE. RODS, NUTS AND
<br /> THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR ENFORCING LIMITED TO, CRANE SERVICE AND TEMPORARY PLATFORMS. #3 #10 19 25
<br /> SAFETY REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND f) PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED WASHERS GALVANIZED IN ACCORDANCE WITH ASTM F2329.
<br /> MAINTAIN ALL SAFETY DEVICES. CONSTRUCTION MATERIALS SHALL BE EVENLY CONSTRUCTION DOCUMENTS AT THE JOB SITE. #4 #13 25 33 g)THREADED ROD: ASTM F1554 GRADE 36. GALVANIZED IN ACCORDANCE WITH
<br /> DISTRIBUTED IF PLACED ON FRAMED FLOORS OR ROOFS. LOADS SHALL NOT g) MAINTAIN AT THE JOB SITE COPIES OF ALL REPORTS SUBMITTED BY THE #5 #16 31 41 ASTM F2329.
<br /> EXCEED ALLOWABLE LOADING FOR THE SUPPORTING MEMBERS OR THEIR SPECIAL INSPECTOR. h) PLATE WASHERS: ASTM A36.
<br /> CONNECTIONS. THE CONTRACTORS CONSTRUCTION AND/OR ERECTION h) CORRECT ALL NON-CONFORMING WORK. #6 #19 37 49 i) HARDENED WASHERS: ASTM F436 TYPE 1. GALVANIZED TO ASTM F2329 UNLESS
<br /> SEQUENCE SHALL TAKE INTO CONSIDERATION THE EFFECTS OF THERMAL i) IN ADDITION TO THE ABOVE, THE CONTRACTOR SHALL SUBMIT A WRITTEN #7 #22 54 70 j) NNOVELD OTHER WASHERS: F436 TYPE 1. GALVANIZED TO ASTM F2329 UNLESS
<br /> E.
<br /> MOVEMENTS OF THE STRUCTURE DURING THE CONSTRUCTION PERIOD. STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE TED OTHERWISE.
<br /> 2) THE CONTRACTOR SHALL CONFORM TO ALL FACILITY SAFETY REGULATIONS OWNER PRIOR TO COMMENCING WORK. THE CONTRACTORS STATEMENT OF #8 #25 62 80 k) NNOOTE(STANDARD, JAMB AND HEAVY HEX TYPE): ASTM A563. GALVANIZED TO
<br /> AND REQUIREMENTS. RESPONSIBILITY SHALL INCLUDE ACKNOWLEDGMENT OF AWARENESS OF ASTM F2329 UNLESS NOTED OTHERWISE. HEAVY HEX NUTS SHALL BE USED IN
<br /> THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL #9 #29 69 90
<br /> D. SUBMITTALS INSPECTIONS.
<br /> ALL HSB CONNECTIONS UNLESS OTHERWISE NOTED. ALL NUTS TO HAVE A
<br /> #10 #32 77 100 PROOF LOAD STRESS EQUAL TO OR HIGHER THAN THE MINIMUM SPECIFIED
<br /> 1)SUBMITTAL PROCEDURES 7) DEFINITIONS TENSILE STRENGTH THE OR ROD).
<br /> a) IDENTIFY PROJECT CONTRACTOR, SUBCONTRACTOR,AND/OR SUPPLIER. a) CONTINUOUS INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS #11 #36 85 110 I) NSI OF THE
<br /> THREADED HEADED PART(BOLTTS B IN
<br /> b) ALL SUBMITTALS SHALL BE PROVIDED IN PDF FORMAT. SUBMITTALS SHALL PRESENT AT ALL TIMES OBSERVING AND CONFIRMING THAT THE WORK #14 #43 108 140 SHEARCONNECTOR WIE AND MANUFACTURED ANCHORS:NELSON TYPEUE
<br /> BE RETURNED IN PDF FORMAT VIA EMAIL OR PROJECT WEBSITE. REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH THE APPROVED WELDING OR CONFORMANCE WiTH AWS D1.1,AS MANUFACTURED
<br /> PRODUCTSUBEDBY CORP.
<br /> c) ALLOW FIVE (5)WORKING DAYS MINIMUM FOR REVIEW AND RETURN OF CONSTRUCTION DOCUMENTS. #18 #57 139 180 INSTALL/FASTEN TO STEEL MEMBERS IN STRICT ACCORDANCE WITH
<br /> SUBMITTALS. PRODUCT PURCHASE/FABRICATION SHALL NOT COMMENCE b) PERIODIC INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS PRESENT MANUFACTURERSTT N
<br /> UNTIL SUBMITTALS ARE RETURNED. PART TIME, OR AT TIME INTERVALS, AS NECESSARY TO OBSERVE AND m) U ILLER RECOMMENDATIONS.AWS D1.1 TABLE 3.1, AWS A5.1 OR A5.5 E70XX
<br /> d). SHOP DRAWINGS: ALL SHOP DRAWINGS SHALL BE PREPARED ON CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN TOP BARS ARE HORIZONTAL BARS PLACED SUCH THAT MORE
<br /> ELECTRONIC MEDIA. ANY REVISIONS TO THE DRAWINGS SHALL BE CLOUDED CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. THAN 12 INCHES OF FRESH CONCRETE IS CAST BELOW FOR SMAW WELDING PROCESS; AWS A5.18 ER70S-X FOR GMAW WELDING
<br /> AND MARKED WITH REVISION NUMBERS. 8) WORK REQUIRING SPECIAL INSPECTION SPLICE. PROCESS;AWS A5.17 OR A5.23 F7XX-EXXX FOR SAW WELDING PROCESS; AWS
<br /> e) ALL SUBMITTALS SHALL BE REVIEWED,APPROVED AND INITIALED BY THE a) WORK REQUIRING SPECIAL INSPECTION IS LISTED WITHIN THE TABLES OF A5.20 E7XT-X FOR FCAW WELDING PROCESS.
<br /> SUPPLIER/DETAILER AND BY THE CONTRACTOR PRIOR TO SUBMITTING FOR REQUIRED SPECIAL INSPECTION AT THE END OF THE GENERAL NOTES. 5) PROVIDE SPECIFIED COVER AS FOLLOWS: 1)TYPE: LOW-HYDROGEN.
<br /> REVIEW BY THE ENGINEER. ANY SUBMITTALS NOT REVIEWED, APPROVED b) IT IS INTENDED THAT THE TABLES OF REQUIRED SPECIAL INSPECTION a) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3
<br /> AND INITIALED BY THE SUPPLIER/DETAILER AND CONTRACTOR SHALL BE DEFINE ALL INSPECTIONS REQUIRED BY CHAPTER 17 OF THE CODE. THE INCHES (-3/8 INCH/+1 INCH) C. CONNECTIONS
<br /> RETURNED WITHOUT REVIEW. SPECIAL INSPECTOR SHALL NOTIFY THE ENGINEER OF ANY REQUIRED b) CONCRETE EXPOSED TO EARTH OR WEATHER: 1) ALL STRUCTURAL CONNECTIONS SHALL UTILIZE 3/4 INCH DIAMETER A325 HIGH
<br /> 2) SCHEDULE OF SUBMITTALS: INSPECTIONS THAT MAY HAVE BEEN OMITTED FROM THE TABLES. 1)#6 BAR AND LARGER: 2 INCHES (-3/8 INCH/+5/8 INCH) STRENGTH BOLTS AND BE TYPE N (BEARING WITH THREADS INCLUDED IN THE
<br /> c) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH:2)#5 BAR AND SMALLER: 1 1/2 INCHES (-3/8 INCH/+1/2 INCH) SHEAR PLANE) UNLESS OTHERWISE NOTED. CONNECTIONS NOTED AS SC (SLIP
<br /> a) SHOP DRAWINGS CRITICAL)SHALL INCLUDE LOAD INDICATOR WASHERS OR USE TENSION
<br /> 1) CONCRETE REINFORCING STEEL DIVISION 2: SITE WORK
<br /> 2) STRUCTURAL STEEL 1) SLABS, WALLS, JOISTS: CONTROLLED HIGH-STRENGTH BOLTS. FAYING SURFACES OF CONNECTING
<br /> SITE CONDITIONS
<br /> a. #14 BAR AND LARGER: 1 1/2 INCHES (-1/4 INCH/+1/2 INCH) PARTS IN SC CONNECTIONS SHALL BE PROTECTED AGAINST PAINT AND
<br /> b) PRODUCT DATA A. b. #11 BAR AND SMALLER: 3/4 INCH (-1/4 INCH/+1/4 INCH) OVER-SPRAY.
<br /> 1)CONCRETE MIX DESIGN 1) THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE SITE CONDITIONS. 2) BEAM, COLUMNS, PEDESTALS (PRIMARY REINFORCING, TIES, STIRRUPS, 2)HIGH STRENGTH BOLTS SHALL BE INSTALLED AND TIGHTENED IN ACCORDANCE
<br /> 2)CONCRETE INSPECTIONPORNG MILL TEST REPORTS AND SPIRALS): 1 1/2 INCHES (-3/8 INCH/+1/2 INCH) WITH RCSC"SPECIFICATIONS FOR STRUCTURAL JOINTS USING HIGH-STRENGTH
<br /> c
<br /> d) TESTING AND REPORTS B. MATERIALS 6) UNLESS OTHERWISE NOTED ON THE DRAWINGS, PROVIDE CORNER BARS TO BOLTS" (AISC 360)AND SSTC "STRUCTURAL BOLTING HANDBOOK".
<br /> d) WELDER CERTIFICATES 1) STRUCTURAL FILL: CLEAN, FREE-DRAINING, WELL-GRADED, CRUSHED ROCK MATCH HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS. 3)ALL HIGH STRENGTH BOLTS SHALL BE FULLY TENSIONED UNLESS NOTED
<br /> WITH ALL MATERIAL PASSING THE 1 INCH SIEVE AND NOT MORE THAN 5% OTHERWISE.
<br /> E. QUALITY CONTROL PASSING THE NUMBER 200 SIEVE.
<br /> 1) COMPLY WITH SPECIFIED PROJECT STANDARDS AS A MINIMUM FOR QUALITY 2) PLOWABLE CONTROL DENSITY FILL (PEEP): PLOWABLE, SELF-LEVELING C. CAST-IN-PLACE CONCRETE
<br /> FOR THE WORK, EXCEPT WHERE THE DRAWINGS, CODE TOLERANCES, OR 1) MATERIALS: D. WELDING
<br /> MIXTURE OF PORTLAND CEMENT, FLY ASH, FINE AGGREGATES, AIR a) FINE AND COARSE AGGREGATES: ASTM C33. 1) ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1.1.
<br /> SPECIFIC REQUIREMENTS INDICATE HIGHER STANDARDS OR MORE PRECISE ENTRAINING ADMIXTURES AND WATER. EXCAVATABLE: 50 PSI MINIMUM, 100 b) ADMIXTURES: 2)ALL WELDING ON ELEMENTS OF THE SEISMIC FORCE-RESISTING SYSTEM SHALL
<br /> PSI MAXIMUM 28-DAY COMPRESSIVE STRENGTH. SUBMIT MIX DESIGN TO
<br /> WORKMANSHIP.
<br /> PLACING BE PERFORMED IN ACCORDANCE WITH AWS D1.8.
<br /> 2) CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CORRECTING ALL SITE 1) AIR ENTRAINMENT: ASTM C260
<br /> CONDITIONS CAUSED BY CONSTRUCTION ACTIVITIES. ENGINEER FOR REVIEW AND APPROVAL PRIOR TO . 4. 1 I C 1 ,9, 3)GUARDRAILS AND HANDRAILS SHALL BE PROVIDED WITH CLOSED ENDS AND
<br /> 3) PROTECT ALL EXISTING AND NEW UTILITIES, STRUCTURES AND EQUIPMENT 2) ACCESSORIES: CONNECTIONS SHALL BE CONTINUOUSLY WELDED UNLESS NOTED OTHERWISE.
<br /> C. EXCAVATION a) SEE SPECIFICATIONS.
<br /> FROM DAMAGE. 1) VERIFY THAT SURVEY BENCHMARKS AND INTENDED ELEVATIONS FOR WORK b) CORRUGATED PAPER FORMWORK: SUREVOID PRODUCTS, BY VOIDFORM
<br /> 4) CONSTRUCT ALL ITEMS AND COMPONENTS IN FULL ACCORDANCE WITH THE AREAS INDICATED. 41) .
<br /> DRAWINGS AND SPECIFICATIONS. ANY VARIANCE MUST HAVE WRITTEN PRODUCTS, INC.
<br /> APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION. 2) REMOVE ALL ORGANIC MATERIAL, TOPSOIL, AND ANY FILL FROM UNDER 3) CAST IN PLACE ANCHOR RODS: SEE DIVISION 5.
<br /> .
<br /> BUILDINGS AND SLAB AREAS 4) POST INSTALLED CONCRETE FASTENERS:
<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 4) NOTIFY ENGINEER OF ANY UNUSUAL CONDITIONS ENCOUNTERED IN FOOTING KWIK BOLT-TZ BY HILTI, INC., OR ICC-ESR APPROVED STRONG BOLT 2 BY
<br /> LINES AND ELEVATIONS SHOWN ON THE DRAWINGS, CONTACT THE OWNER AND EXCAVATION. SIMPSON STRONG-TIE.
<br /> ENGINEER IMMEDIATELY. 5) CLEAN ALL FOOTING AREAS OF LOOSE MATERIAL BY HAND. REMOVE ALL WET, b) UNDERCUT ANCHORS: ICC-ESR APPROVED HDA UNDERCUT ANCHOR BY
<br /> SOFT SOIL FROM FOOTING EXCAVATIONS PRIOR TO PLACING FOUNDATIONS. HILTI, INC. OR ICC-ESR APPROVED TORQ-CUT BY SIMPSON STRONG TIE.
<br /> 6) ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED NATIVE SOILS OR c) CHEMICAL ADHESIVE ANCHORS: CHEMICAL ANCHOR TYPE: ICC-ESR
<br /> COMPACTED STRUCTURAL FILL A MINIMUM OF 18 INCHES BELOW GRADE. NO APPROVED HIT-RE 500 V3 BY HILTI, INC., OR ICC-ESR APPROVED SET-XP BY IFC STRUCTURAL -
<br /> LOOSE SOIL OR FILL SHALL BE PERMITTED UNDER FOOTINGS OR SIMPSON STRONG-TIE. SEE DIVISION 5 NOTES FOR THREADED ROD
<br /> FOUNDATIONS. MATERIAL TO BE USED WITH ADHESIVE ANCHORS. 08.07.19
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<br /> �s`sIONAL �-.°�,2019 APPROVED STRUCTURAL MASTER EVERETT, WA 40-058-S2g
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