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2.1 SPECIAL INSPECTION FOR SOILS:SPECIAL INSPECTIONS FOR EXISTING SITE SOIL OW EV..
<br /> CONDITIONS,FILL PLACEMENT AND LOAD BEARING REQUIREMENTS SHALL BE AS Shell.Engineers
<br /> REWIRED BY TABLE 1704.7. 1i0~'°=w.vrm
<br /> 1. STRUCTURAL NOTES 1.1.7 EXISTING BUILDING CONDITIONS 3. STRUCTURAL CONCRETE caevr+•Vvrvw.
<br /> 4 ANY DISCREPANCY FOUND AMONG THE DRAWINGS,SPECIFICATIONS,THESE 1.1.7.1 STRUCTURAL DESIGN IS BASED ON EXISTING 3.1 GENERAL INC TABLE 1704.7 Lard
<br /> +�
<br /> NOTES,AND THE SITE CONDITIONS SHALL BE REPORTED TO THE AND THE FRAMING CONDITIONS OBSERVED AND FELD \ / \
<br /> STRUCTURAL ENGINEER,DONE WHO SHALL CORRECTNTSUCH AFTER DISCOVERY
<br /> IN MEASURED AND/OR INGS. FDD RSER A ALL REQUIREMENTSTS SHALL BE HARD ROCK CONCRETE MEETING THE l REQUIRED VERIFICATION AND 0 m
<br /> O 0
<br /> WRITING.ANY WORK BY THE CONTRACTOR DISCOVERY OF CONSTRUCTION DRAWINGS. FIELD OBSERVATIONS CACI-301,'SPECIFICATIONS FOR STRUCTURAL STATEMENT OF SPECIAL INSPECTIONS O1 2.1
<br /> I. INSPECTION OF SOILS
<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
<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 1171E VERIFICATION AND INSPECTION CONTINUOUS PERIODICALLY
<br /> ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATOR. PROCEDURE GIVEN IN ACI-301. PLACE CONCRETE PER ACI-304 DURING TAS( DURING TASK TACOMA SEATTLE
<br /> THE CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION BRACING, 1.1.7.2 GENERAL CONTRACTOR SHALL HELD VERIFY ALL AND CONFORM TO ACI-604(306)FOR WINTER CONCRETING AND TASK LISTED LISTED 2215 Nora 300 Steel,SUM 300,TaWme,WA 98403
<br /> FORMWORK AND TEMPORARY CONSTRUCTION SHORING. EXISTING FRAMING CONDITIONS FOR COMPUANCE AG-605(305)FOR HOT WEATHER CONCRETING. USE INTERIOR 1704.4 ✓ NIR CONCRETE CONSTRUCTION.(SEE TABLE 1704.4)
<br /> WITH THE INFORMATION SHOWN ON THE1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE 1200 Suite 1820,SeMtle,WA 98101
<br /> 1.1 BIDDERS WARRANTY STRUCTURAL DRAWINGS DURING DEMOLITION AND MECHANICAL VIBRATORS WITH 7,000 RPM MINIMUM FREQUENCY. _
<br /> CONSTRUCTION. AS-BUILT DEVIATIONS FROM
<br /> DO NOT OVER-VIBRATE. CONCRETE SHALL BE PLACED 1704.7 ✓ NIR SOLS(SEE TABLE 1704.7) J ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY X 1082812425 S.
<br /> BY THE ACT OF SUBMITTING A BID FOR THE PROPOSED CONTRACT, THE INFORMATION SHOWN ON THE STRUCTURAL MONOJTHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS.
<br /> THE CONTRACTOR WARRANTS THAT: DRAWINGS SHALL BE BROUGHT TO THE PROTECT ALL CONCRETE FROM PREMATURE DRYING,EXCESSIVE 1) SI=SPECIAL INSPECTION REQUIRED. 2. p VERIFY HAVECREACHED PROPER MATERIAO PROPER DEPTH X
<br /> ATTENTION OF 01E ARCHITECT AND THE HOT OR COLD TEMPERATURE FOR SEVEN DAYS AFTER PLACING. 2) SO=STRUCTURAL OBSERVATION REWIRED.
<br /> 1.1.1 THE CONTRACTOR AND ALL SUBCONTRACTORS HE INTENDS3) SPECIAL INSPECTIONS INDICATED ARE FOR STRUCTURAL ELEMENTS ONLY.
<br /> TO USE(INCLUDING AGENTS AND SUPPLIERS)HAVE WORK IN pro lacy isle
<br /> FILL MATERIALS
<br /> STRUCTNRAL THE AREAS
<br /> S AFFECTED BY THE FETOR TO EXECURON OF 3.2 STRENGTH SEE ARCH AND ADD'L SPECIAL INSPECTORS. 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED X
<br /> CAREFULLY AND THOROUGHLY REVIEWED THE DRAWINGS DISCREPANCY. 4) ✓INDICATES REQUIRED
<br /> TWENTY-EIGHT DAY COMPRESSIVE STRENGTHS SHALL BE ELEMENTS.
<br /> CASCADE COFFEE
<br /> AND STRUCTURAL NOTES AND HAVE FOUND THEM 5) N/R=NOT REQUIRED. 4. VERIFY USE OF PROPER MATERIALS,DENSITIES,AND
<br /> COMPLETE AND FREE FROM AMBIGUITIES AND SUFFICIENT 1.2 CODES FOOTINGS 4000 PSI 1.1 INSPECTION/TESTING REWIREMENTS COMPACTION OF COMPACTED FILL - - NEW ROASTER
<br /> FOR THE PURPOSE INTENDED.
<br /> 1.2.1 ALL METHODS,MATERIALS AND WORKMANSHIPNSHALL CONCRETE SURLIER TO PROVIDE TEST RECORDS PER SECTION 5.3 SEE DRAWINGS,SPECIFICATION,AND INC SECTIONS 110,AND CHAPTER 17.
<br /> 1.1.2 THE CONTRACTOR THATTS CAREFULLYOWN X N ESTI THE SITE OF COC)AS M THE 2009ANINTERNATIONAL BY THE BUILDINGLCODEILOF ACI 318. 1.2 INSPECTIONS BY THE BUILDING OFFICIAL(INC SECTION 110) 5. PRIOR TO PLACEMENT OF COMPACTED FILL,OBSERVE
<br /> THEAWORK AND IFRAM HIS NATURE ANDONS,HE UC)AS AMENDED AND ADOPTED BY LOCAL BUILDING SUBGRADE HAS BEEN PREPARED PROPERLY - X
<br /> HAS SATISFIED HIMSELF AS TO THE AND AUTHORITY. 3.3 MATERIALS 1.2.1 FOUNDATION INSPECTION SHALL BE MADE AFTER EXCAVATIONS ARE COMPLETE
<br /> LOCATION OF THE WORK,AS TO THE CHARACTER, AND ANY REQUIRED REINFORCING IS IN PLACE. ANY REQUIRED FORMS SHALL ` /
<br /> WAUTY,AND QUANTITIES O MATERIAL AND DIFFICULTIES 1.2.2 ALL REFERENCES TO OTHER CODES,STANDARDS AND BE IN PLACE PRIOR TO INSPECTION.
<br /> TO BE ENCOUNTERED,AS TO THE EXTENT OF EQUIPMENT SPECIFICATIONS,(AC,ASTM,ETC.),SHALL BE FOR THE 3.3.1 CEMENT: ASTM d50,TYPE I OR TYPE IL ENGINEER'S Client:
<br /> AND OTHER FACILITES NEEDED FOR THE PERFORMANCE OF EDITION CURRENTLY REFERENCED BY INC AS AMENDED APPROVAL IS NEEDED FOFR USE OF TYPE III CEMENT. 1.2.2 CONCRETE SLAB OR UNDER FLOOR INSPECTOR SHALL BE MADE AFTER ALL a. X=REQUIRED ELEMENT
<br /> THE WORK AND AS TO THE GENERAL AND LOCAL AND ADOPTED BY THE LOCAL BUILDING AUTHORITY. UNDER SLAB ACCESSORIES AND REINFORCEMENT ARE PLACED AND PRIOR b. -=NOT REQUIRED CASCADE COFFEE, INC.
<br /> CONDITIONS,AND OTHER ITEMS WHICH MAY IN ANY WAY 3.3.2 COARSE AND FINE AGGREGATE: ASTM C33. TO CONCRETE SLAB PLACEMENT OR 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 LOADS: ANO ALL PIPES,DUCTS,ELECTRICAL,PLUMBING,ETC.,ARE INSTALLED AND 1525 15th 57 511) SUITE 100
<br /> ARE SKILLED AND EXPERIENCED IN THE TYPE OF 3.3.4 FLYASH: ASTM C618 CLASS C(CLASS F SHALL BE APPROVED PRIOR TO COVER. EVERETT,WA 95203
<br /> CONSTRUCTION REPRESENTED BY THE DRAWINGS AND / , ALLOWED IF PERMITTED BY THE STRUCTURAL ENGINEER)
<br /> LOCATION UVE LOAD DEAD LOAD 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 CONSTRUCTION
<br /> ROOF 25 PSF(SNOW') ACTUAL 3.3.5 GROUND GRANULATED BLAST FURNACE SLAG(GGUFS): WORK TO ASCERTAIN COMPLIANCE WIM THE PROVISIONS OF THE IBC.
<br /> 1.1.4 NEITHER THE CONTRACTOR NOR ANY OF HIS EMPLOYEES, ASTM C989 GRADE 100 OR 120.OGBFS 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(INC CHAPTER 17) Job No.
<br /> RELIED UPON ANY VERBAL REPRESENTATIONS ALLEGEDLY SLAB ON GRADE STRUCTURAL ENGINEER.
<br /> AUTHORIZED OR UNAUTHORIZED FROM THE OWNER OR HIS I 1.3.1 STRUCTURAL TESTS AND SPECIAL INSPECTIONS SHALL BE PERFORMED IN
<br /> 215013620
<br /> EMPLOYEES OR AGENTS,INCLUDING THE OR 3.4 ADMIXTURES ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 17 OF THE INC AS WELL
<br /> ENGINEERS,IN ASSEMBUNG THE BID FIGURES 'THIS IS NOT A GROUND SNOW LOAD AS ANY ADDITIONAL REQUIREMENTS OF THE BUILDING OFFICIAL OMISSION
<br /> 1.4 INSPECTION/TESTING REQUIREMENTS 3.4.1 WATER REDUCING ADMIXTURE: ASTM C494. FROM THE UST BELOW OF TESTING AND INSPECTION REQUIREMENTS SHALL Issue Set&Date,
<br /> 1.1.5 CONTRACT DOCUMENT DRAWING COORDINATION: SEE STATEMENT OF SPECIAL INSPECTION AND TESTING THIS SHEET. PECTION
<br /> MTHADMNS SHALL S USED IC IONS.EXACACCORDANO RET RELIEVE TINE CONTRACAFROM INCAND THE BG DIN (OF
<br /> 1.1.5.1 THE REQUIREMENTS CONTAINED WITHIN MESE CATH MANUFACTURER'S INSTRUCTIONS. REQUIRED BY THE SPECIFICATIONS,THE IBC AND THE BUILDING OFFICIAL PERMIT SET
<br /> SECTIONS(1.1.5.1 TIHRU 1.1.5.7),SUPERSEDE 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 SHOP DRAWINGS WITH THE REQUIREMENTS OF CHAPTER 17 OF THE IBC FOR THE ITEMS
<br /> AT ALL HEAVILY CONGESTED AREAS(I.E CONCRETE BEAMS,COLUMNS AND WALLS MIH
<br /> CONTAINED IN THE AISC'CODE OF STANDARD SUBMIT SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR PE
<br /> IN THIS SECTION.
<br /> HE REINFORCING SPACING OF 4"OR LESS) MARCH 22,2013
<br /> PRACTICE FOR STEEL BUILDING AND BRIDGES', FOLLOWING:
<br /> AS WELL AS CASE DOCUMENT 962-D'A 3.1 SPECIAL INSPECTION FOR CONCRETE CONSTRUCTION:
<br /> GUIDELINE ADDRESSING COORDINATION AND 1.5.1 CONCRETE MIX DESIGN SUBMITTALS 3.4.2 CONCRETE USING ADMIXTURES TO PROOUCE FLOWABLE
<br /> COMPLETENESS OF STRUCTURAL CONSTRUCTION CONCRETE MAY 8E USED SUBJECT TO ENGINEER'S INC TABLE 1704.4 \
<br /> DOCUMENTS' 1.5.2 REINFORCING STEEL
<br /> REQUIRED VERIFICATION AND O
<br /> \141':a Boo
<br /> 1.1.5.2 THE CONTRACTOR AND ALL SUBCONTRACTORS HE SHOP DRAWING REVIEW NOTES: 3.4.3 AIR ENTRAINMENT: ASTM C260 AND ASTM C494 INSPECTION OF CONCRETE CONSTRUCTION O s`e 'WSTy
<br /> INTENDS TO USE ARE AWARE OF AND ENTRAIN 5%PLUS/MINUS 1.5%BY VOLUME IN ALL
<br /> ACKNOWLEDGE THAT CLOSE COORDINATION 1. ENGINEER OF RECORD SHALL REVIEW SHOP CONCRETE EXPOSED TO WEATHER.
<br /> AMONG STRUCTURAL MECHANICAL ELECTRICAL DRAWINGS FOR GENERAL CONFORMANCE VERIFICATION ANO INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARDa INC
<br /> AND OTHER TRADE DRAWINGS IS REQUIRED. WITH THE PROJECT CONSTRUCTION 3.4.4 NO OTHER ADMIXTURES PERMITTED UNLESS APPROVED REFERENCE
<br /> DOCUMENTS(PLANS AND SPECIFICATIONS). BY THE ENGINEER. 'bJI 1.1.5.3 THE CONTRACTOR AND ALL SUBCONTRACTORS HE3.10 REINFORCING STEEL 1. INSPECTION OF REINFORCING STEEL,INCLUDING _ X AG 318: 3.5,7.1-0.7 1913.4
<br /> INTENDS TO USE SHALL RECOGNIZE THAT THE 2.ENGINEER OF RECORD REVIEW OF SHOP PRESTRESSING TENDONS AND PLACEMENT
<br /> PROJECT CONTRACT DOCUMENTS INCLUDE THE DRAWINGS SHALL NOT RELIEVE THE GENERAL DETAIL FABRICATE,AND PLACE PER ACI-315 AND ACI-318.
<br /> STRUCTURAL MECHANICAL AND ELECTRICAL CONTRACTOR OF THEIR RESPONSIBILITY FOR2. INSPECTION OF REINFORCING STEEL WELDING IN AWS D1.4
<br /> AND OTHER TRADE DRAWINGS AND REVIEW O THE SHOP DRAWINGS FOR SUPPORT REINFORCEMENT WITH APPROVED CHAIRS,SPACERS,OR - - - EU.OF bocuaears
<br /> SPECIFICATIONS. COMPLIANCE WITH THE PROJECT DES. ACCORDANCE WITH TABLE 1704.3 'W ,s
<br /> REQUIREMENTS. 3.10.1 DEFORMED 8AR REINFORCEMENT: ASTM A615 GR 60 3. INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE
<br /> 1.1.5.4 ACK CONTRACTOREAND ALL SUBCONTRACTORS PRIOR TO AND DURING PLACEMENT OF CONCRETE WHERE ACI 318:8.1.3,212.8 1911.5
<br /> ACKNBETWEENOWLEDGE DISC THATE CLOSE COORDINATION 3.APPROVAL OF THE SHOPOTDRAWINGS BY THES ANGINEER 3.10.7 EXCEPT AS NOTED SPECIFICALLY ON THE DRAWINGS,ALL ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE - - 1912.1 '".1).;)`.:111,2,-t,--11.".111,;17,71,7:11
<br /> NTAC DISCIPLINES IS ECD WITHIN THE OF RECORD SHALLYTH NOT E THAT THEDE
<br /> AS REINFORCEMENT SHALL BE LAP-SPLICED AS FOLLOWS: STRENGTH DESIGN IS USED
<br /> CONTRACT DOCUMENTS IS NECESSARY. GUARANTEE BY THE ENGINEER THAT THE SHOP
<br /> ELEMENTS THAT WILL REQUIRE CLOSE DRAWINGS COMPLY WITH ALL PROJECT REQUIREMENTS. AND SMALLER 48 X BAR DIAMETER 4. INSPECTION OF ANCHORS INSTALLED IN HARDENED
<br /> I COORDINATION BY THE CONTRACTOR INCLUDE l6 _ X ACI 310 3.8.6,01.3, 1912.1
<br /> (BUT ARE NOT LIMITED TO): 1.6 MISCELLANEOUS ;R7 AND LARGER 56 X BAR DIAMETER CONCRETE 21.2,8
<br /> 1904.2.2,1913.2,
<br /> 1. VERIFICATION OF ALL DIMENSIONS INDICATED 1.6.1 VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. NO MORE THAN 50%HORIZONTAL OR VERTICAL BARS 5. VERIFYING USE OF REQUIRED DESIGN MIX. - X AO 318:CH.4,5.2-5.4 1913.3
<br /> ON THE STRUCTURAL DRAWINGS SHALL BE SPLICED AT ONE LOCATION
<br /> 1.6.2 VERIFY SIZE AND LOCATION OF ALL OPENINGS IN THE 6. AT THE TIME FRESH CONCRETE IS SAMPLED TO ASTM C 172
<br /> 2. DETERMINATION OF ALL COLUMN LOCATIONS FLOORS,ROOF AND WALLS WITH ARCHITECTURAL 3.11 CONCRETE COVER ON REINFORCING(UNLESS SHOWN OT HER'MSE) FABRICATE SPECIMENS FOR STRENGTH TESTS,PERFORM
<br /> MECHANICAL AND ELECTRICAL DRAWINGS. SLUMP AND AIR CONTENT TESTS,AND DETERMINE THE X - ASTM C 31 1913.10
<br /> 3. MECHANICAL/ELECTRICAL EQUIPMENT 3.11.1 BOTTOM OF FOOTINGS 3" TEMPERATURE OF THE CONCRETE. AO 318: 5.6,5.8
<br /> LOCATIONS AND WEIGHTS 1.6.3 CONSTRUCTION DETAILS NOT SPECIFICALLY SHOWN ON THE 1913.6,
<br /> DRAWINGS SHALL FELLOW SIMILAR DETAILS OF SECTIONS 3.13 CONDUIT AND PIPING EMBEDDED IN CONCRETE 7. INSPECTION OF CONCRETE AND SHOTCRETE 1913.7,
<br /> 4. LOCATION AND SZE OF ALL MECHANICAL/ OF THIS PROJECT AS APPROVED BY THE ARCHITECT/ PLACEMENT FOR PROPER APPUCATION TECHNIQUES. X - AO 318:5.9,5.10
<br /> 1913.8
<br /> ELECTRICAL PENETRATIONS THROUGH WALLS ENGINEER. 3.13.1 ELECTRICAL CONDUIT SHALL NOT BE PLACED'WITHIN A
<br /> AND FLOORS/ROOFS SLAB ON GRADE,BUT PLACED BELOW THE SLAB IN THE 8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING - X AO 318:5.11-5.13 1913.9
<br /> 1.6.4 SEE ARCHITECTURAL,MECHANICAL AND ELECTRICAL SUB-BASE. TEMPERATURE AND TECHNIQUES.
<br /> 5. COORDINATION WITH DESIGNERS/SUPPLIERS DRAWINGS FOR DIMENSIONS AND LOCATIONS OF OPENINGS A
<br /> OF PRE-ENGINEERED COMPONENTS(JOISTS, NOT DIMENSIONED OR SHOWN ON STRUCTURAL PLANS. 9. INSPECTION OF PRESTRESSED CONCRETE:
<br /> TRUSSES.STAIRS, -ETC.) a. APPUCATION OF PRESTRESSING FORCES.OFTENDONS - - ACI 310 18.20 -
<br /> 1.6.5 FOR PIPES,CONDUITS,DUCTS AND MECHANICAL b. GROUTINGBONDED PRESTRESSING ACI 318: 18.18.4
<br /> 1.1.5.5 THE CONTRACTOR AND ALL SUBCONTRACTORS HE EQUIPMENT SUPPORTED OR BRACED FROM STRUCTURE: IN THE SEISMIC FORCE-RESISTING SYSTEM.
<br /> INTENDS TO USE SHALL MAKE CONSIDERATION CONFORM TO SHEET METAL AND AIR CONDITIONING -
<br /> FOR,AND INCLUDE MONIES FOR THE ABOVE IN CONTRACTORS NATIONAL ASSOCIATION,INC.,PUBLICATION 10. ERECTION OF PRECAST MEMBERS. - - AG 318:CH 16
<br /> THE PREPARATION OF THEIR BIDS. 'APPENDIX E:SEISMIC RESTRAINT MANUAL GUIDEUNES FOR
<br /> MECHANICAL SYSTEMS.' ALL BRACING AND SUPPORTS II. VERIFICATION OF IN-SITU CONCRETE STRENGTH,PRIOR
<br /> 1.1.5.6 THE CONTRACTOR SHALL NOT SCALE THE SHALL BE DESIGNED FOR SEISMIC HAZARD LEVEL(SHL)B. TO STRESSING OF TENDONS IN POST-TENSIONED _ ACI 318: 6.2 -
<br /> STRUCTURAL DRAWINGS FOR LOCATIONS OF SPRINKLER UNE ATTACHMENTS SHALL CONFORM TO NFPA CONCRETE AND PRIOR TO REMOVAL OF SHORES AND -
<br /> ELEMENTS NOTED ABOVE. PAMPHLET 13. FORMS FROM BEAMS AND STRUCTURAL SLABS. Q
<br /> 1
<br /> 1.1.5.7 ELECTRONIC COPIES OF THE STRUCTURAL 2. SITE PREPARATION/SOIL REMEDIATION 12. INSPECT FORMWORK FOR SHAPE,LOCATION,AND - ACI 310 6.1.1 - ReviSlans:
<br /> DRAWINGS(POT'S,CAD DRAWINGS OR BIM DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED
<br /> MODELS)MAY BE PROVIDED TO THE CONTRACTOR 2.1 SOL DATA \
<br /> FOR THEIR USE. THESE FILES MAY BE PROVIDED FOR SI: I INCH=25.4 mm Sheet Title:/�I LG
<br /> AT THE REQUEST OF THE CONTRACTOR FOR ALLOWABLE SOIL PRESSURE 2500 PSF PER AS-BUILT DRAWINGS.. GENERAL STRUCTURAL
<br /> THEIR CONVENIENCE ONLY. THE CONTRACTOR ALLOW 33-1/3%INCREASE FOR LOADS FROMWERE WIND OR SEISMIC a. ERE APPUCABLE,SEE ALSO SECTION 1707.1,SPECIAL INSPECTION FOR SEISMIC RESISTANCE.
<br /> AGREES THAT THESE FILES SHALL NOT ORIGIN.81CONb. FOR ADD'L SPECIAL INSPECTION REQUIREMENTS FOR REBAR,SEE TABLE 1704.3 NOTES TESTINCs AND
<br /> ORPENAL INFORMATIONSHOWN ON THE C. SEE BELOW FOR EXTENT OF SPECIAL INSPECTION REQUIRED
<br /> ORIGINAL 81D/CONSTRUCTION DOCUMENTS. THE 2.2 EXCAVATION d. X=REWIRED ELEMENTS
<br /> CONTRACTOR AGREES TO HOLD THE STRUCTURAL e. -=NOT REWIRED SPECIAL INSPECTION NOTES
<br /> ENGINEER HARMLESS FOR ANY ERRORS OR EXCAVATE TO DEPTH SHOWN AND TO FIRM UNDISTURBED MATERIAL '^'""'
<br /> DISCREPANCIES CONTAINED WITHIN THESE OVER-EXCAVATIONS SHALL BE BACKFILLED WITH LEAN CONCRETE 3.1.1 CONCRETE: SPECIAL INSPECTION AND TESTING
<br /> ELECTRONIC FILES. (Tc=500-1200 PS)OR STRUCTURAL FILL AT THE CONTRACTOR'S PER IBC TABLE 1704.4 INCLUDING: ges�bnad by Drawn by Checked br.
<br /> D0'ENSE EXERCISE EXTREME CARE DURING EXCAVATION TO AVOID
<br /> 1.1.6 THE BID FIGURE IS BASED SOLELY UPON THE DAMAGE TO BURIED UNES,TANKS,AND OTHER CONCEALED ITEMS. 3.1.1.1 CONTINUOUS SPECIAL INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPE 1 AS DR LH
<br /> CONSTRUCTION CONTRACT DOCUMENTS AND PROPERLY UPON DISCOVERY,DO NOT PROCEED WITH WORK UNTIL RECEIVING APPLICATION TECHNIQUES.
<br /> ISSUED WRITTEN OR VERBAL REPRESENTATIONS. WRITTEN INSTRUCTIONS FROM THE ENGINEER. A COMPETENT
<br /> REPRESENTATIVE OF THE OWNER SHALL INSPECT ALL FOOTING Sweat No.
<br /> EXCAVATIONS FOR SUITABILITY OF BEARING SURFACES PRIOR TO M A R ti 4 i 3
<br /> PLACEMENT OF REINFORCING STEEL PROVIDE DRAINAGE AS E �- j
<br /> NECESSARY TO AVOID WATER-SOFTENED SUBGRADE. CI
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