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2.1 SPECIAL INSPECTION FOR SOILS:SPECIAL INSPECTIONS FOR EXISTING SITE SOIL LM ErpYwn
<br /> CONDITIONS,RU PLACEMENT AND LOAD BEARING REQUIREMENTS SHALL BE AS Sitructunl
<br /> A
<br /> w 1. STRUCTURAL NOTES 1.1.7 EXISTING BUILDING CONDITIONS 3. STRUCTURAL CONCRETE REQUIRED BY TABLE 1704.7. landacapa roVorts1
<br /> ANY DISCREPANCY FOUND AMONG THE DRAWINGS,SPECIFICATIONS.THESE 1.1.7.1 STRUCTURAL DESIGN IS BASED ON EXISTING 3.1 GENERAL RC TABLE 1704.7 Land Survoyar•
<br /> NOTES,AND THE STE CONDITIONS SHALL BE REPORTED TO THE FRAMING CONDITIONS OBSERVED AND FIELD Neighbor'
<br /> STRUNG. ENGINEER, B SHALL CORRECT SUCH DISCREPANCY IN MEASURED AND/OR GFIE IND BSERAL ALL ETS SHALL BE HARD ROCK CONCRETE STRUCTURAL
<br /> THE , lREQUIRED VERIFICATION AND 113
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<br /> WRITING.ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF CONSTRUCTION DRAWINGS, FIELD OBSERVATIONS REQUIREMENTS OF ACI-301,"SPECIFICATIONS FOR STRUCTURAL STATEMENT OF SPECIAL INSPECTIONS O7 2.1
<br /> SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. THE DURING DESIGN ARE UNITED TO AREAS OPEN TO CONCRETE FOR BUILDINGS.' PROPORTIONING OF INGREDIENTS FOR INSPECTION OF SOILS
<br /> CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG VIEW AND ACCESSIBLE EACH CONCRETE MIX SHALL BE BY METHOD 2 OR THE ALTERNATE IBC SI SO TITLE CONTINUOUS PERIODICALLY
<br /> ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. PROCEDURE GIVEN IN ACI-301. PLACE CONCRETE PER ACI-304 VERIFICATION AND INSPECTION WRING TASK DURING TASK TACOMA SEATTLE
<br /> THE CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION BRACING, 1.1.7.2 GENERAL CONTRACTOR SHALL FIELD VERIFY ALLTASK
<br /> AND CONFORM TO ACI-604(306)FOR WINTER CONCRETING AND USTED LISTED 2215 Nom 3011Street,SUM,700,Tamen,WA 9&0.7
<br /> FORMWORK AND TEMPORARY CONSTRUCTION SHORING. EXISTING FRAMING CONDITIONS FOR COMPLIANCE ACI-605(305)FOR HOT WEATHER CONCRETING. USE INTERIOR 1704.4 ✓ NIR CONCRETE CONSTRUCTION.(SEE TABLE 1704.4) 257A32422 Ta
<br /> WITH THE INFORMATION SHOWN ON THE MECHANICAL VIBRATORS WITH 7,000 RPM MINIMUM FREQUENCY. 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE 1200 Sixth Avenue,Surto 1620,SeWN.,WA 98101
<br /> 1.1 BIDDERS WARRANTY STRUCTURAL DRAWINGS DURING DEMOLITION AND - X 2092672425 rig
<br /> DO NOT OVER-VIBRATE. CONCRETE SHALL BE PLACED 1704.7 ✓ NIR SOILS(SEE TABLE 1704.7) ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY
<br /> CONSTRUCTION.EINFORMATION
<br /> AS-BUILT ON
<br /> THE DEVIATIONS FROM MONOUTHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS J
<br /> BY THE ACT T WARRANTSRANT A RD FOR THE PROPOSED CONTRACT, DRAWINGSHA I SHALLLL SHOWN THE STRUCTURAL PROTECT ALL CONCRETE FROM PREMATURE DRYING,EXCESSIVE 1) SI=SPECIAL INSPECTION REQUIRED. 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH
<br /> THE CONTRACTOR THAT: BE BROUGHT TO THE HOT OR COLD TEMPERATURE FOR SEVEN DAYS AFTER PLACING. 2) SO=STRUCTURAL OBSERVATION REQUIRED. AND HAVE REACHED PROPER MATERIAL - X
<br /> ATTENTION OF THE ARCHITECT AND THE 3) SPECIAL INSPECTIONS INDICATED ARE FOR STRUCTURAL ELEMENTS ONLY.
<br /> 1.1.1 THE CONTRACTOR AND ALL SUBCONTRACTORS HE INTENDS STRUCTURAL ENGINEER PRIOR TO EXECUTION OF 3.2 STRENGTH SEE ARCH AND IDOL SPECIAL INSPECTIONS. 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED Protect Tili9:
<br /> TO USE(INCLUDING AGENTS AND SUPPLIERS)HAVE WORK IN THE AREAS AFFECTED BY THE -
<br /> CAREFULLY AND THOROUGHLY REVIEWED THE DRAWINGS DISCREPANCY. 4) V INDICATES REQUIRED ELEMENTS. FILL MATERIALS X
<br /> TWENTY-EIGHT DAY COMPRESSIVE STRENGTHS SHALL BE:
<br /> AND STRUCTURAL NOTES AND HAVE FOUND THEM 5) N/R=NOT REQUIRED. CASCADE COFFEE
<br /> COMPLETE AND FREE FROM AMBIGUITIES AND SUFFICIENT 1.2 CODES4. VERIFY USE OF PROPER MATERIALS,DENSITIES,AND GREEN BEAN SILO
<br /> FOR THE PURPOSE INTENDED. FOOTINGS 2500 P9 1.1 INSPECTION/TESTING REQUIREMENTS COMPACTION OF COMPACTED FILL _ _
<br /> 1.2.1 ALL METHODS,MATERIALS AND WORKMANSHIP SHALLSEE DRAWINGS,SPECIFICATION,AND IBC SECTIONS 110,AND CHAPTER 17.
<br /> CONCRETE SUPPLIER TO PROVIDE TEST RECORDS PER SECTION 5.3 FOUNDATION
<br /> 1.1.2 THE CONTRACTOR HAS CAREFULLY EXAMINED THE SITE OF CONFORM TO THE 2009 INTERNATIONAL BUILDING CODE
<br /> THE WORK AND THAT FROM HIS OWN INVESTIGATIONS,HE (IBC)AS AMENDED AND ADOPTED BY THE LOCAL BUILDING OF ACI 318. 1.2 INSPECTIONS BY DIE BUILDING OFFICIAL(IBC SECTOR 110) 5. PRIOR TO PLACEMENT O COMPACTED FILL,OBSERVE
<br /> HAS SATISFIED HIMSELF AS TO THE NATURE AND AUTHORITY. 3.3 MATERIALS 1.2.1 FOUNDATION INSPECTION SHALL BE MADE AFTER EXCAVATIONS ARE COMPLETE SUBGRADE HAS BEEN PREPARED PROPERLY - %
<br /> LOCATION OF THE WORK,AS TO THE CHARACTER, AND ANY REWIRED REINFORCING IS IN PLACE. ANY REQUIRED FORMS SHALL J
<br /> QUALITY,AND QUANTITIES OF MATERIAL AND DIFFICULTIES 1.2.2 ALL REFERENCES TO OTHER CODES,STANDARDS AND IN PLACE PRIOR TO INSPECTION.
<br /> TO BE ENCOUNTERED,AS TO THE EXTENT OF EQUIPMENT (ACI,ASTM,ETC.),SHALL BE FOR THE SPECIFICATIONS, 3.3.1 APPRO: ASTM C150,TYPE I OR TYPE II. ENGINEER'S Client
<br /> APPROVAL IS NEEDED FOR USE ON TYPE III CEMENT.
<br /> AND OTHER FACUTIES NEEDED FOR THE PERFORMANCE W EDITION CURRENTLY REFERENCED BY IBC AS AMENDED 1.2.2 CONCRETE SLAB OR UNDER FLOOR INSPECTION SHALL BE MADE AFTER ALL a. X=REWIRED ELEMENT
<br /> THE WORK AND AS TO THE GENERAL AND LOCAL AND ADOPTED BY THE LOCAL BUILDING AUTHORITY. 3.3.2 COARSE AND FINE AGGREGATE: ASTM C33. UNDER SLAB ACCESSORIES AND REINFORCEMENT ARE PLACED AND PRIOR A. -=NOT REQUIRED CASCADE COFFEE, INC.
<br /> CONDITIONS,AND OTHER ITEMS WHICH MAY IN ANY WAY TO CONCRETE SLAB PLACEMENT CR FLOOR SHEATHING INSTALLATION.
<br /> AFFECT THE WORK OR ITS PERFORMANCE. 1.3 DESIGN CRITERIA 3.3.3 WATER SHALL BE CLEAN AND POTABLE. 1.2.3 FRAME INSPECTIONS SHALL BE MADE AFTER ALL FRAMING IS COMPLETE
<br /> 1.1.3 THE CONTRACTOR AND ALL WORKERS HE INTENDS TO USE 1.3.1 UNIFORM LOADSAND ALL PIPES,DUCTS,ELECTRICAL,PLUMBING,ETC.,ARE INSTALLED AND 1525'15101 ST SW SUITE 100
<br /> ARE SKILLED AND EXPERIENCED IN THE TYPE OF 3.3.4 FLYASI: ASTM C618 CUSS C(CLASS F SHALL BE APPROVED PRIOR TO COVER. EVERETT.WA 98203
<br /> CONSTRUCTION REPRESENTED BY THE DRAWINGS AND LOCATION LIVE LOAD DEAD LOAD\ ALLOWED IF PERMITTED BY THE STRUCTURAL ENGINEER) 1.2.4 IN ADDITION TO THE INSPECTION SPECIFIED ABOVE,THE BUILDING OFFICIAL IS
<br /> DOCUMENTS BID UPON. AUTHORIZED TO MAKE OR REQUIRE OTHER INSPECTION OF ANY CONSTRUCTOR
<br /> ROOF 25 PSF(SNOW) ACTUAL 3.3.5 GROUND GRANULATED BLAST FURNACE SLAG(GORES). WORK TO ASCERTAIN COMPLIANCE WITH THE PROVISIONS OF THE IBC.
<br /> 1.1.4 NEITHER THE CONTRACTOR NOR ANY OF HIS EMPLOYEES, ASTM C989 GRADE 100 OR 120.GGBFS SHALL NOT BE
<br /> AGENTS,INTENDED SUPPLIERS,OR SUBCONTRACTORS HAVE STRUCTURAL 125 PSF ACTUAL PERMITTED UNLESS REVIEWED AND APPROVED BY THE 1.3 STRUCTURAL TESTS AND SPECIAL INSPECTIONS(IBC CHAPTER 17) goo No.
<br /> RELIED UPON ANY VERBAL REPRESENTATIONS ALLEGEDLY ` • /SLAB ON GRADE STRUCTURAL ENGINEER.
<br /> AUTHORIZED OR UNAUTHORIZED FROM THE OWNER OR HIS 1.3.1 STRUCTURAL TESTS AND SPECIAL INSPECTIONS SHALL BE PERFORMED IN
<br /> EMPLOYEES OR AGENTS,INCLUDING THE OR I THIS IS NOT A GROUND SNOW LOAD 3.4 ADMIXIDRES - ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 17 OF THE IBC AS WI1L 213013620-TASK 22
<br /> ENGINEERS,IN ASSEMBLING THE OD FIGURES. AS ANY ADDITIONAL REQUIREMENTS OF THE BUILDING OFFICIAL OMISSON
<br /> 1.4 INSPECTION/TESTING REQUIREMENTS 3.4.1 WATER REDUCING ADMIXTURE: ASTM C494. FROM THE UST BELOW O TESTING AND INSPECTION REQUIREMENTS SHAD Issue Set s rate.
<br /> 1.1.5 CONTRACT DOCUMENT DRAWING COORDINATION: ADMIXTURES SHALL BE USED IN EXACT ACCORDANCE NOT RELIEVE THE CONTRACTOR FROM PROVIDING TESTING AND INSPECTION
<br /> SEE STATEMENT OF SPECIAL INSPECTION AND TESTING THIS SKEET. 14TH MANUFACTURER'S INSTRUCTIONS. REQUIRED BY THE SPECIFICATIONS,THE IBC AND THE BUILDING OFFICIAL
<br /> 1.1.5.1 THE REQUIREMENTS CONTAINED WITHIN THESE PERMIT SET
<br /> SECTIONS(1.1.5.1 THRU 1.1.5.7),SUPERSEDE 1.5 SHOP DRAWINGS 3.4.1.1 WATER REDUCING ADMIXTURES SHALL BE USED 1.3.2 TESTING AND SPECIAL INSPECTIONS SHALL BE COMPLETED IN ACCORDANCE
<br /> REQUIREMENTS AND/OR RECOMMENDATIONS AT ALL HEAVILY CONGESTED AREAS(I.E WITH THE REQUIREMENTS OF CHAPTER 17 O THE IBC FOR THE ITEMS
<br /> CONTAINED IN THE NSC'CODE OF STANDARD SUBMIT SHOP DRAWINGS TO ENGINEER FOR THE FOLLOWING: CONCRETE BEAMS,COLUMNS AND WALLS PITH USTED IN THIS SECTION.
<br /> PRACTICE FOR STEEL BUILDING AND BRIDGES', REINFORCING SPACING OF 4'OR LESS) TI013
<br /> AS WELL AS CASE DOCUMENT 962-D'A 1.5.1 CONCRETE MIX DESIGN SUBMITTALS
<br /> GUIDELINE ADDRESSING COORDINATION AND 3.4.2 CONCRETE USING ADMIXTURES TO PRODUCE FLOWAE-E 3.1 SPECIAL INSPECTION FOR CONCRETE CONSTRUCTION:
<br /> COMPLETENESS OF STRUCTURAL CONSTRUCTION 1.5.2 REINFORCING STEEL CONCRETE MAY BE USED SUBJECT TO ENGINEER'S IBC TABLE 1704.4
<br /> DOCUMENTS" APPROVAL
<br /> SHOP DRAWING REVIEW NOTES "REQUIRED VERIFICATION AND AlT�1. B
<br /> 1.1.5.2 THE CONTRACTOR AND ALL SUBCONTRACTORS HE 3.4.3 AIR ENTRAINMENT: ASTM C260 AND ASTM C494 O �\ ae�osaP DOa
<br /> INTENDS TO USE ARE AWARE OF AND 1. ENGINEER OF RECORD SHALL REVIEW SHOP ENTRAIN 5%PLUS/MINUS 1.5%BY VOLUME IN ALL INSPECTION OF CONCRETE CONSTRUCTION o; ToM1y
<br /> ACKNOWLEDGE THAT CLOSE COORDINATION DRAWINGS FOR GENERAL CONFORMANCE CONCRETE EXPOSED TO WEATHER.
<br /> AMONG STRUCTURAL MECHANICAL ELECTRICAL WITH THE PROJECT CONSTRUCTION11,
<br /> DOCUMENTS(PLANS AND SPECIFICATIONS). 3.4.4 NO OTHER ADMIXTURES PERMITTED UNLESS APPROVED VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD° REFERENCE ...,,Y'-'..
<br /> AND OTHER TRADE DRAWINGS IS REQUIRED. pi/
<br /> BY THE ENGINEER. F
<br /> 1.1.5.3 THE CONTRACTOR AND ALL SUBCONTRACTORS HE 2.ENGINEER OF RECORD REVIEW OF SHOP 1. INSPECTION O REINFORCING STEEL,INCLUDING ,��,ua.u�su°�
<br /> INTENDS TO USE SHALL RECOGNIZE THAT THE DRAWINGS SHALL NOT RELIEVE THE GENERAL 3.10 REINFORCING STEEL PRESTRESSING TENDONS AND PLACEMENT - X ACI 318: 3.5,7.1-7.7 1913.4 JW7aNAL t
<br /> PROJECT CONTRACT DOCUMENTS INCLUDE THE CONTRACTOR OF THEIR RESPONSIBILITY FOR
<br /> STRUCTURAL,MECHANICAL AND ELECTRICAL REVIEW OF THE SHOP DRAWINGS FOR DETAIL,FABRICATE,AND PLACE PER ACI-315 AND ACJ-318. 2, INSPECTION OF REINFORCING STEEL WELDING IN
<br /> AND OTHER TRADE DRAWINGS AND COMPUANCE WITH THE PROJECT SUPPORT REINFORCEMENT WITH APPROVED CHAIRS,SPACERS,OR _ _ -AWS D1.4
<br /> SPECIFICATIONS. REQUIREMENTS. TIES. ACCORDANCE WITH TABLE 1704.3,ITEM 58. ACI 318.3.5.2 REUSE a bowuExrs
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<br /> 1.1.5.4 THE CONTRACTOR AND ALL SUBCONTRACTORS 3.APPROVAL OF THE SHOP DRAWINGS BY THE ENGINEER 3.10.1 DEFORMED BAR REINFORCEMENT: ASTM ARTS GR 60 3. INSPECTOR OF BOLTS TO BE INSTALLED IN CONCRETE
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<br /> ACKNOWLEDGE THAT CLOSE COORDINATION RECORD SHALL NOT BE CONSIDERED AS A PRIOR TO AND DURING PLACEMENT OF CONCRETE WHERE 1911.5
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<br /> OF
<br /> BETWEEN DISCIPLINES INCLUDED WITHIN THE GUARANTEE BY THE ENGINEER THAT THE SHOP 3.10.7 EXCEPT AS NOTED SPECIFICALLY ON THE DRAWINGS,ALL ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE AO 318:8.1.3,212.8 1912.1 .....1.(t.o,.e,+�v.o..d
<br /> CONTRACT DOCUMENTS IS NECESSARY. DRAWINGS COMPLY WITH ALL PROJECT REQUIREMENTS. REINFORCEMENT SHALL BE LAP-SPLICED AS FOLLOWS: STRENGTH DESIGN IS USED
<br /> ELEMENTS THAT WILL REQUIRE CLOSE
<br /> COORDINATION BY THE CONTRACTOR INCLUDE 1.6 MISCELLANEOUS - 16 AND SMALLER 48 X BAR DIAMETER 4. INSPECTION OF ANCHORS INSTALLED IN HARDENED _ ACI 318:3.8.6,&1.3, 1912.1
<br /> (BUT ARE NOT UNITED TO): 17 AND LARGER 56 X BAR DIAMETER CONCRETE X 21.2.8
<br /> 1.6.1 VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. 1904.2.2,1913.2,
<br /> 1. VERIFICATION O ALL DIMENSIONS INDICATED NO MORE THAN 50%HORIZONTAL OR VERTICAL BARS 5. VERIFYING USE OF REWIRED DESIGN MIX. _ X ACI 318:CH.4,5.2-5.4 1913.3
<br /> ON THE STRUCTURAL DRAWINGS 1.6.2 VERIFY SIZE AND LOCATION OF ALL OPENINGS IN THE SHALL BE SPLICED AT ONE LOCATION
<br /> FLOORS,ROOF AND WALLS MECHANICAL AND ELECTRICAL 6. AT THE TIME FRESH CONCRETE IS SAMPLED TO
<br /> 2. DETERMINATION OF ALL COLUMN LOCATIONS DRAWINGS. 3.11 CONCRETE COVER ON REINFORCING(UNLESS SHOWN OTHERVI'.,E) FABRICATE SPECIMENS FOR STRENGTH TESTS,PERFORM ASTM C 172
<br /> SLUMP AND AIR CONTENT TESTS,AND DETERMINE THE X - ASTM C 31 1913.10
<br /> 3. MECHANICAL/ELECTRICAL EQUIPMENT 1.6.3 CONSTRUCTION DETAILS NOT SPECIFICALLY SHOWN ON THE 3.11.1 BOTTOM OF FOOTINGS 3' TEMPERATURE OF THE CONCRETE. ACI 318: 5.6,5.8
<br /> LOCATIONS AND WEIGHTS DRAWINGS SHALL FOLLOW SIMILAR DETAILS OF SECTIONS 1913.6,
<br /> OF THIS PROJECT AS APPROVED BY THEENGINEER. 3.13 CONDUIT AND PIPING EMBEDDED IN CONCRETE 7. INSPECTION OF CONCRETE AND SHOTCRETE % - ACI 318:5.9,5.10 1813.7,
<br /> 4. LOCATION AND SIZE OF ALL MECHANICAL/ PLACEMENT FOR PROPER APPLICATION TECHNIQUES. 1913.8
<br /> ELECTRICAL PENETRATIONS THROUGH WALLS 1.6.4 SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR 3.13.1 ELECTRICAL CONDUIT SHALL NOT BE PLACED WITHIN A
<br /> DIMENSIONS AND LOCATIONS O OPENINGS SLAB ON GRADE,BUT PLACED BELOW THE SLAB IN THE 8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING
<br /> AND FLOORS/ROOFS NOT DIMENSIONED OR SHOWN ON STRUCTURAL PLANS. SUB-BASE TEMPERATURE AND TECHNIQUES. - X ACI 318:5.11-5.13 1913.9
<br /> 5. COORDINATION WITH DESIGNERS/SUPPLIERSA
<br /> 1.6.5 FOR PIPES,CONDUITS,DUCTS AND MECHANICAL
<br /> O PRE-ENGINEERED COMPONENTS(JOISTS, 5. METALS 9. INSPECTION O PRESTRESSED CONCRETE: - -
<br /> EQUIPMENT SUPPORTED OR BRACED FROM STRUCTURE: a. APPLICATION OF PRESTRESSING FORCES. ACI 318:18.20
<br /> TRUSSES.STAIRS,ETC.) CONFORM TO SHEET METAL AND AIR CONDITIONING 5.1 STRUCTURAL STEEL b. GROUTING OF BONDED PRESTRESSING TENDONS - - ACI 318:18.18.4
<br /> CONTRACTORS NATIONAL ASSOCIATION.INC..PUBLICATION IN THE SEISMIC FORCE-RESISTING SYSTEM.
<br /> 1.1.5.5 THE CONTRACTOR AND AU SUBCONTRACTORS HE 'APPENDIX E:SEISMIC RESTRAINT MANUAL WIDEUNES FOR 5.1.6 STEEL ANCHORAGE ELEMENTS
<br /> INTENDS TO USE SHALL MAKE CONSIDERATION MECHANICAL SYSTEMS.' ALL BRACING AND SUPPORTS _
<br /> FOR,AND INCLUDE MONIES FOR THE ABOVE IN SHALL BE DESIGNED FOfR SEISMIC HAZARD LEVEL(SHL)B. 5.1.6.3 EXPANSION ANCHORS SHALL BE HILTI KWIC BOLI 10. ERECTION W PRECAST MEMBERS. _ - AO 318:CH 16
<br /> THE PREPARATION OF THEIR BIDS. SPRINKLER UNE ATTACHMENTS SHALL CONFORM TO NEPA TZ(ICC ESR-1917)CARBON STEEL ANCHORS, 11. VERIFICATION OF IN-SITU CONCRETE STRENGTH,PRIOR B
<br /> 1.1.5.6 THE CONTRACTOR SHALL NOT SCALE THE PAMPHLET 13. SIMPSON STRONG-BOLT(ICC ESR-1771)WEDGE TO STRESSING OF TENDONS IN POST-TENSIONED - - CIG 318: 6.2 -
<br /> STRUCTURAL DRAWINGS FOR LOCATIONS OF ANCHORS,ITN-RED HEAD TRUEBCLT+(ICC CONCRETE AND PRIOR TO REMOVAL OF SHORES AND
<br /> ELEMENTS NOTED ABOVE. ESR-2427)WEDGE ANCHORS,OR APPROVED FORMS FROM BEAMS AND STRUCTURAL SLABS.
<br /> EQUIVALENT WITH A CURRENT ICC REPORT THAT A
<br /> 1.1.5.7 ELECTRONIC COPIES O THE STRUCTURAL 2. SITE PREPARATION SOIL REMEDIATION COMPUES WITH THE CURRENT EDITION OF THE 12. INSPECT FORMWORK FOR SHAPE,LOCATION,AND - - Revisions.
<br /> DRAWINGS(PDF'S,CAD DRAWINGS OR OM / ACI 318:6.1.1
<br /> IBC RATED FOR USE IN CRACKED CONCRETE AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMEDJ
<br /> MODELS)MAY BE PROVIDED TO THE CONTRACTOR 2.1 SOIL DATA SUITABLE TO RESIST WIND AND SEISMIC FORCES
<br /> FOR THOR USE. THESE FILES MAY BE PROVIDED IN THE SEISMIC DESIGN CATEGORY NOTED N
<br /> AT THE REQUEST OF THE CONTRACTOR FOR ALLOWABLE SOIL PRESSURE 2500 PSF PER AS-BUILT DRAWINGS.. SECTION 1.3. FOR 9: I INCH=25.4 mm Sheet nue. G
<br /> THEIR CONVENIENCE ONLY. THE CONTRACTOR ALLOW 33-1/3%INCREASE FOR LOADS FROM WIND OR SEISMIC a. WHERE APPLICABLE,SEE ALSO SECTION 1707.1,SPECIAL INSPECTION FOR SEISMIC RESISTANCE. GENERAL STRUCTURAL
<br /> AGREES THAT THESE FILES SHALL NOT ORIGIN. b. FOR ADD'L SPECIAL INSPECTION REQUIREMENTS FOR REBAR,SEE TABLE 1704.3
<br /> SUPERCEDE INFORMATION SHOWN ON THE
<br /> ORIGINAL BID/CONSTRUCTION DOCUMENTS. THE 2.2 EXCAVATION A. SEE BELOW FOR EXTENT OF SPECIAL INSPECTION REWIRED
<br /> ORIGINNOTES 4 TESTING AND
<br /> A. X=REWIRED ELEMENTS
<br /> CONTRACTOR AGREES TO HOLD THE STRUCTURAL e. -=NOT REQUIRED
<br /> ENGINEER HARMLESS FOR ANY ERRORS OR EXCAVATE TO DEPTH SHOWN AND TO FIRM UNDISTURBED MATERIAL SPECIAL INSPECTION NOTES
<br /> DISCREPANCIES CONTAINED WITHIN THESE OVER-EXCAVATIONS SHALL BE BACKFILLED WITH LEAN CONCRETE 3,1.1 CONCRETE: SPECIAL INSPECTION AND TESTING
<br /> ELECTRONIC FILES. (F1=500-1200 PS)OR STRUCTURAL FILL AT THE CONTRACTOR'S PER IBC TABLE 1704.4 INCLUDING:
<br /> EXPENSE. EXERCISE EXTREME CARE DURING EXCAVATION TO AVOID Damned be Drawn bv Checked br
<br /> 1.1.6 THE BID FIGURE IS BASED SOLELY UPON THE DAMAGE TO BURIED LINES,TANKS,AND OTHER CONCEALED ITEMS. 3.1.1.1 CONTINUOUS SPECIAL INSPECTION Cf CONCRETE PLACEMENT FOR PROPER APPUCATION AS DR DS
<br /> CONSTRUCTION CONTRACT DOCUMENTS AND PROPERLY UPON DISCOVERY,DO NOT PROCEED WITH WORK UNTIL RECEIVING TECHNIQUES.
<br /> ISSUED WRITTEN OR VERBAL REPRESENTATIONS. WRITTEN INSTRUCTIONS FROM THE ENGINEER. A COMPETENT
<br /> REPRESENTATIVE O THE OWNER SHALL INSPECT ALL FOOTING
<br /> EXCAVATIONS FOR SUITABILITY OF BEARING SURFACES PRIOR TO Sheet'So
<br /> PLACEMENT OF REINFORCING STEEL PROVIDE DRAINAGE AS {{{{����
<br /> NECESSARY TO AVOID WATER-SOFTENED SUBGRADE. 5 0 ppp���/
<br /> at Sheets
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