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GENERAL NOTES: CONCRETE CONT'D: SPECIAL INSPECTIONS & SUBMITTALS:
<br /> 1. PRIOR TO THE START OF THE CONSTRUCTION,THE CONTRACTOR SHALL PROVIDE
<br /> 1. DESIGN IS BASED ON THE INTERNATIONAL BUILDING CODE,IBC 2018 AND THE 7. REINFORCING LAP SPLICE TABLE: WRITTEN DOCUMENTATION TO THE BOEING PROJECT ENGINEER DEMONSTRATING THE
<br /> STATE OF WASHINGTON ADMENDMENTS. TOP BARS ARE HORIZONTAL REINFORCEMENT PLACED SO THAT MORE THAN 12"OF COMPETENCE,RELEVANT EXPERIENCE AND CERTIFICATION OF THE PROPOSED 3RD-
<br /> 2. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH PROJECT DRAWINGS AND FRESH CONCRETE IS CAST BELOW THE BAR. PARTY SPECIAL INSPECTION FIRM WHO WILL PERFORM THE FOLLOWING SPECIAL
<br /> SPECIFICATIONS. INSPECTIONS AND TESTS DURING CONSTRUCTION.
<br /> 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,CONNECTIONS,EMBED PLATE LAP SPLICE LENGTH(4000 PSI CONCRETE)-NORMAL WEIGHT A.REINFORCING BAR PLACEMENT;
<br /> AND ANCHOR BOLT LOCATIONS FROM EQUIPMENT MANUFACTURER'S APPROVED B.ANCHOR BOLT AND SMOOTH DOWEL PLACEMENT
<br /> DRAWINGS AND STEEL FABRICATOR'S ANCHOR BOLT AND EMBED PLATE SETTING LEAST CONCRETE BAR SIZES(#) C.CONCRETE PLACEMENT AND TEST SAMPLING
<br /> PLANS,WHICH HAVE BEEN APPROVED BY THE ARCHITECT/ENGINEER. COVER AT BAR 3 4 5 6 7 8 9 10 11 D.GROUT PLACEMENT AND TEST SAMPLING
<br /> 4. THE CONTRACTOR SHALL WORK STRUCTURAL DRAWINGS TOGETHER WITH 3" 15" 20" 24" 29" 42" 48" 55" 65" 80" 2. THE CONTRACTOR SHALL PROVIDE MATERIALS CERTIFICATIONS AND MILL TEST
<br /> ARCHITECTURAL,MECHANICAL,PLUMBING,ELECTRICAL AND CIVIL DRAWINGS TO w REPORTS FOR THE FOLLOWING,PRIOR TO PURCHASING FOR THE PROJECT:
<br /> LOCATE RECESSED SLABS,SLOPES,DRAINS,REGLETS,BOLT SETTINGS,GRADES,ETC. 2" 15" 20" 24" 29" 46" 61" 77" 97" 120"ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE m A.REINFORCING BAR;
<br /> ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. 0 1 112" 15" 20" 25" 36" 62" 81" 102" 130" 160" B.ANCHOR BOLTS AND SMOOTH DOWELS
<br /> 5. THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS UPON THE ~ 314" 18" 32" 50" 73" 106" 121" 136" 153" 170" C.CONCRETE MIX DESIGN
<br /> D.NON-SHRINK GROUT
<br /> INTERACTION OF VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING,
<br /> SHORING,AND OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE 3. THE CONTRACTOR SHALL PROVIDE TESTING LAB MATERIALS CERTIFICATIONS AND
<br /> WORK. 3" 12" 16' 19" 23" 33" 37" 42" 50" 62" TEST REPORTS FOR THE FOLLOWING,PRIOR TO PROJECT COMPLETION AND ACCEPTANCE:
<br /> 6. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO 2" 12" 16' 19" 23" 36" 47" 59" 75" 92" A.CONCRETE CYLINDER BREAK TESTS AT 7 DAY,14 DAY AND 28-DAY INTERVALS
<br /> w B.GROUT CUBE BREAK TESTS AT 1 DAY,7 DAY AND 28-DAY INTERVALS
<br /> ORDERING ANY MATERIALS AND SHALL NOTIFY THE ARCHITECT/ENGINEER IF DIFFERENT 1 112" 12" 15" 20" 28" 48" 62" 79" 100" 123"
<br /> FROM WHAT IS SHOWN ON THE DRAWINGS.
<br /> 314" 14" 25" 39" 56" 81" 93" 105" 118" 131"
<br /> 7. THE CONTRACTOR SHALL REVIEW THESE DRAWINGS AND VISIT THE PROJECT SITE BEFORE
<br /> CONSTRUCTION BEGINS TO COMPARE ALL EXISTING CONDITIONS WITH WHAT IS SHOWN ON LAP SPLICE LENGTH(5000 PSI CONCRETE)-NORMAL WEIGHT REQUIRED TESTING FOR SPECIAL INSPECTIONS
<br /> THESE DRAWINGS. IF THERE ARE CONDITIONS WHICH ARE DIFFERENT FROM WHAT IS SHOWN,
<br /> THE STRUCTURAL ENGINEER OF RECORD SHALL BE NOTIFIED. LEAST CONCRETE BAR SIZES(#) TESTING
<br /> 8. THE CONTRACTOR SHALL ARRANGE A PRE-CONSTRUCTION MEETING WITH THE COVER AT BAR 3 4 5 6 7 8 9 10 11
<br /> ARCHITECT/ENGINEER TO ENSURE THAT THE CONTRACTOR'S UNDERSTANDING OF THESE 3" 13" 18" 22" 26" 38" 43" 49" 58" 72" SYSTEM OR MATERIAL CODE OR STANDARD FREQUENCY REMARKS DRAWINGS AND PLAN FOR THE WORK IS IN ACCORDANCE WITH THE DESIGN INTENT AND TO GO IBC CODE REFERENCE REFERENCE
<br /> CLARIFY ANY QUESTIONS THAT THE CONTRACTOR MAY HAVE. < 2" 13" 18" 22" 26" 42" 54" 69" 87" 107" CONTINUOUS PERIODIC
<br /> ma 1 1/2" 13" 18" 23" 33" 55" 72" 92" 116" 143"
<br /> 9. SECTIONS AND DETAILS ARE SHOWN TO INDICATE SPECIFIC CONDITIONS.WHERE SECTIONS ARE o CONCRETE
<br /> NOTED TO BE TYPICAL,THESE SECTIONS OR DETAILS SHALL APPLY TO OTHER SIMILAR LOCATIONS. 3/4" 17" 29" 45" 65" 95" 108" 122" 137" 152"
<br /> ANY LOCATION IN QUESTION SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER.
<br /> 10. THE STRUCTURAL ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE MEANS,METHODS, 3" 12" 14" 17" 20" 29" 33" 38" 45" 55"
<br /> TECHNIQUES,SEQUENCES,NOR PROCEDURES OF CONSTRUCTION SELECTED BY THE w 2" 12 14 17 20 32" 42" 1 53" 67" 83" FABRICATE SPECIMENS AT TIME FRESH CONCRETE IS
<br /> CONTRACTOR,OR THE SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL TO THE WORK OF THE x 1 1/2" 12" 14" 18" 25" 43" 56" 71" 89" 110"
<br /> CONTRACTOR.THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE FAILURE OF THE p AT THE TIME FRESH CONCRETE IS PLACED ONCE EACH DAY FOR A GIVEN CLASS OF
<br /> CONTRACTOR TO PERFORM THE CONSTRUCTION WORK IN ACCORDANCE WITH THESE DRAWINGS. 3/4" 13" 22" 35" 50" 73" 83" 94" 105" 117° SAMPLED TO FABRICATE SPECIMENS CONCRETE,OR LESS THAN ONCE FOR EACH 150 YARDS OF
<br /> FOR STRENGTH TESTS,PERFORM ASTM C172, ASTM C31, CONCRETE,OR LESS THAN ONCE FOR EACH 5,000 SQUARE
<br /> 11. THE INTENT OF SITE VISITS ARE FOR THE STRUCTURAL ENGINEER TO BECOME FAMILIAR WITH THE 8. IT IS PERMITTED TO SUBSTITUTE MECHANICAL SPLICES(MEETING THE REQUIREMENTS OF SLUMP AND AIR CONTENT TESTS,AND ACI 318:5.6,5.8 X FT.OF SURFACE AREA FOR SLABSANALLS.ONCE EACH
<br /> QUALITY OF THE CONSTRUCTION AND TO DETERMINE IN GENERAL IF THE CONSTRUCTION IS SECTION 12.6 IN ACI 318-11)FOR LAP SPLICES AT NO ADDITIONAL COST. MECHANICAL SHIFT FROM IN-PLACE WORK OR FROM TEST PANEL AND
<br /> PROCEEDING IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. SPLICES SHALL DEVELOP 125%(MIN)OF THE YIELD STRENGTH OF THE REBAR IN TENSION DETERMINE THE TEMPERATURE OF THE MINIMUM ONE SPECIMEN FOR EACH 50 CUBIC YARDS.
<br /> 12. ELEVATIONS:
<br /> OR COMPRESSION. CONCRETE. PRECONSTRUCTION TESTS AS REQUIRED PER THE
<br /> FINISHED GROUND FLOOR EL=100'-0" 9. ALL REINFORCEMENT SHALL BE BENT COLD.REINFORCEMENT PARTIALLY EMBEDDED IN TABLE 1705.3 BUILDING OFFICIAL.
<br /> FINISHED GROUND FLOOR REF EL=546-6"N.G.V.D.(SEE CIVIL DWGS) CONCRETE SHALL NOT BE FIELD BENT UNLESS APPROVED BY THE STRUCTURAL ENGINEER
<br /> �+
<br /> OF RECORD.HOOKS SHALL BE ACI STANDARD HOOKS IN ACCORDANCE WITH ACI 318,CHAPTER 7.
<br /> CONCRETE: 10. REINFORCING FOR CONTINUOUS FOUNDATIONS SHALL BE CONTINUOUS AT CORNERS AND
<br /> INTERSECTIONS.PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTIONS.CORNER CONCRETE STRENGTH ASTM C39 X
<br /> 1 ALL CONCRETE WORK SHALL COMPLY WITH PROVISIONS OF ACI 318-11,ACI 315-05,AND ACI BARS SHALL HAVE LAP LENGTHS EQUAL TO THE STRAIGHT BAR LAP LENGTHS ON BOTH ENDS
<br /> 301-10,AND THE INTERNATIONAL BUILDING CODE OF THE CORNER BARS. CONCRETE SLUMP ASTM C143 X
<br /> 2. CONCRETE SHALL BE NORMAL WEIGHT CONCRETE. 11. AT THE TIME CONCRETE IS PLACED,REINFORCEMENT SHALL BE FREE FROM MUD,OIL OR
<br /> CONCRETE STRENGTHS(AT 28 DAYS)SHALL BE AS FOLLOWS: F'c OTHER NONMETALLIC COATINGS THAT DECREASE BOND. CONCRETE AIR CONTENT ASTM C231 X
<br /> PEDESTRIAN AND UTILITY TUNNELS CONCRETE TEMPERATURE ASTM C1064 X
<br /> (BASE SLAB,WALLS,AND ROOF),CAISSON CAP"CAP-2"&"CAP-4" 5000 PSI FOUNDATIONS:
<br /> SLABS-ON-GRADE 5000 PSI
<br /> SLABS-ON-GRADE MODULUS OF RUPTURE AT 28 DAYS=625 PSI 1. FOUNDATION DESIGN IS BASED ON INFORMATION AND RECOMMENDATIONS
<br /> WHEN TESTED IN ACCORDANCE WITH ASTM C78 PROVIDED IN THE GEOTECHNICAL REPORT PREPARED BY LANDAU ASSOCIATES, SPECIAL INSPECTIONS REQUIRED FOR ANCHORS POST-INSTALLED
<br /> DATED JULY 18,2014.SHALLOW FOUNDATIONS ARE DESIGNED FOR A MAXIMUM PER IBC TABLE 1705.3,TYPE 4.b.
<br /> PILE CAPS,GRADE BEAMS,CAISSONS,FOUNDATIONS(NOT EXPOSED) 4500 PSI ALLOWABLE SOIL BEARING CAPACITY OF 4500 PSF.CONTRACTOR SHALL OVER-
<br /> PILE CAPS,GRADE BEAMS,WALLS,FOUNDATIONS(EXTERIOR EXPOSURE)_---_5000 PSI EXCAVATE TO(-)36"BELOW FINISH FLOOR,THEN COMPACT SUBGRADE TO95" PERIODIC SPECIAL INSPECTION SHALL BE REQUIRED FOR THE
<br /> ALL OTHER CONCRETE(EXTERIOR EXPOSURE) 3500 PSI MDD D1557 AS DETERMINED BY MTL TESTS.BACKFILL FOR FOUNDATIONS IN INSPECTION OF ANCHORS POST-INSTALLED IN HARDENED
<br /> ALL CONCRETE NOT EXPOSED ---------------------3350PSI TWO LIFTS TO98%MOD D1557 USING 3RD PARTY MTLONSITEINSPECTION. CONCRETE MEMBERS.MECHANICAL ANCHORS AND ADHESIVE
<br /> ( ) ANCHORS ARE INCLUDED.
<br /> 3. CALCIUM CHLORIDE SHALL NOT BE USED IN ANY FORM. 2. SUB-GRADE FOR ALL FOUNDATIONS SHALL BE COMPETENT.WHERE THERE IS
<br /> CLAY,TOPSOIL OR ORGANIC MATERIAL DISCOVERED,OVER EXCAVATE AND FILL REFERENCED STANDARD:ACI 318 26.13.3
<br /> 4. CONCRETE PROTECTION FOR REINFORCING BARS: WITH BASE COURSE GRAVEL,COMPACTED IN 8"LIFTS WITH A"JUMPING JACK'.
<br /> STRUCTURAL ELEMENT CLEAR COVER 3. EXCAVATION FOR FOUNDATIONS SHOWN ON DRAWINGS SHALL NOT BE LARGER
<br /> FOOTINGS,(CAST AGAINST& THAN THE INDICATED FOUNDATION SIZE BY MORE THAN 3"EACH DIRECTION
<br /> PERMANENTLY EXPOSED TO EARTH) 3 INCHES
<br /> FOOTINGS(CAST AGAINST& 4. 40-58 EXISTING DESIGN SLAB/SOIL PROFILE IS:SLAB(8"or 12")+2"CRUSHED ROCK
<br /> PERMANENTLY EXPOSED TO BACKFILL) 2 INCHES SURFACE TOP COURSE+4"CAPILLARY BREAK 5/8"(-)WASHED GRAVEL+6"
<br /> SLABS(EXPOSED TO WEATHER) 1 1/2 INCHES STRUCTURAL FILL PLACED ON COMPACTED PROOF-ROLLED IN-SITU SOILS
<br /> SLABS(IN CONTACT WITH EARTH) 2 INCHES
<br /> SLABS ABOVE GRADE 3/4INCHES
<br /> PEDESTALS(TO TIES) -----------------------2INCHES ANCHOR BOLTS:
<br /> BEAMS(TO STIRRUPS) 1 1/2 INCHES
<br /> COLUMNS ABOVE GRADE(TO TIES) 1 112 INCHES 1. ANCHOR BOLTS SHALL BE A193 GD B7 HEADED BOLTS OR THREADED RODS WITH NUT
<br /> TACK WELDED AT BOTTOM.THREADS SHALL EXTEND 1/2"PAST TACK WELDED NUT.
<br /> 5. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND SHALL BE LAPPED ONE FULL MESH BENT ROD ALTERNATIVES ARE NOT ACCEPTABLE.
<br /> PANEL PLUS 2 INCHES AT SIDES AND ENDS AND WIRED TOGETHER. A.HARD WASHERS F436 HD GALV;
<br /> 6. ALL REINFORCING STEEL SHALL BE PLACED WITHIN TOLERANCES SPECIFIED IN B.HEAVY HEX NUTS A194 GO 2H HD GALV
<br /> SECTIONS 7.5.2.1 AND 7.5.3.3 IN ACI 315-99 C.BACKING PLATES:ASTM A36 CARBON STEEL
<br /> 7. ALL REINFORCING STEEL REBAR SHALL CONFORM TO ASTM A615 GRADE 60. 2• SMOOTH DOWELS SHALL BE ASTM A449 T1.
<br /> GENERALSTRUCTURALNOTES N
<br /> SCALE: 11e"=1'-0"
<br /> Anthae360
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DALE RabeRA.Marmetluke PE DR
<br /> DATE SUBTDLE CURRENTREVISION SYMBOL DATE
<br /> ACCEPTABILITY RAM 121OM3 GENERAL STRUCTURAL NOTES
<br /> THIS DESIGNAN1111 CHECKED W9543149 05128124
<br /> SPECIFICATION IS APPROVED CJR 1210903 SHEET
<br /> APPROVED BY DEPT. DATE ENGINEER TIRE DAPP Dust Collector Installation CHECKEDS562
<br /> APPROVED BUILDING 40-053 JOBNO.
<br /> DDMPNO
<br /> WA PE M16775 APPROVED STRUCTURAL MASTER COL.H.25/10.5 EVERETT,WA DWG no. 40-053-S562
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