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Date
<br /> 10/16/16
<br /> GENERAL STRUCTURAL NOTES Designed
<br /> NCTE
<br /> (The fallowing applies unless shown otherwise on the plans.) � � CAS
<br /> I. ALL MATERIALS AND WORKMANSHIP DESIGN,AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWING 13. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF Pc=2500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 SACKS OF Drawn
<br /> SPECIFICATIONS,THE INTERNATIONAL BUILDING CODE,(2012 EDITION). CEMENT PER CUBIC YARD AND NO MORE THAN 6 GALLONS OF WATER PER SACK OF CEMENT.
<br /> CAS
<br /> 2. DESIGN GRI ItKIA ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING TO I.B.G.THE Revision
<br /> AMOUNT SHALL BE 4%+I%BY VOLUME.
<br /> ROOF LIVE LOAD 25 PSF
<br /> 14. REINFORCING STEEL SHALL CONFORM TO ASTM A615,(INCLUDING SUPPLEMENT 51)GRADE 40,fy=40,000 PSI. EXCEPTION:COLUMN
<br /> FLOOR LIVE LOAD(RESIDENTIAL) 40 PSF TIES,BEAM STIRRUPS,BARS TO BE FEILD BENT,BARS TO BE WELDED AND ANY OTHER BARS SPECIFICALLY 50 NOtty ON THE
<br /> DRAWINGS SHALL BE GRADE 40 fy=40,000 P51 REINFORCING COMPLYING WITH ASTM A106(51)MAY BE WELDED ONLY IF MAitRIAL
<br /> FLOOR LIVE LOAD(DECK) 60 PSF PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S.DI.4 ARE SUBMI I IEV. NO.
<br /> REINFORCING SHALL BE METSET UNLESS SPECIFICALLY SO DETAII FP.
<br /> STAIR 8 CORRIDOR LIVE LOAD 100 PSF
<br /> MECHANICAL UNITS WEIGHTS FURNISHED BY MFGR. WELDED WIRE MESH SHALL CONFORM TO ASTM A-185.
<br /> WIND 110 MPH,EXPOSURE"B" Kzt= 1.2
<br /> EARTHQUAKE 5c=1.551 5 =.55(CLASS"D")
<br /> 15. REINFORCING STEEL SHALL BE DETAILED(INCLUDING HOOKS AND BENDS)IN ACCORDANCE WITH ACI 315-04 AND 316-05. LAP
<br /> ALL CONTINUOUS REINFORCEMENT 58 BAR DIAMETERS(2'-6"MIN). PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS.
<br /> ALLOWABLE SOIL PRESSURE 2500 PSF(NATURAL SOILS OR COMPACTED) LAP CORNER BARS 30 BAR DIAMETERS(2-6"MIN). LAP ADJACENT MATS OF WELDED WIRE FABRIC TWO SQUARES(MIN.OF
<br /> SEE PLANS FOR ADD.LOADING CRITERIA. 12')AT SIDES AND ENDS.
<br /> 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING CONSTRUCTION.
<br /> CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILTY AND SHALL NOTIFY THE ARCHITECT AND
<br /> STRUCTURAL ENGINEER,OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION 50 HE MAY MAKE PROPER REVISIONS TO THE WORK, NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS C"ECIFICALLY 50 DETAILED OR
<br /> APPROVED BY THE STRUCTURAL ENGINEER.
<br /> 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS,MEMBER SIZES,AND CONDITIONS PRIOR TO COMMENCING ANY WORK.
<br /> ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE C'
<br /> VERIFIED.
<br /> 16. CONCRETE PROTECTION(COVER)FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
<br /> 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL FOOTINGS AND OTHER UNFORMED SURFACES,EARTH FACE 3"
<br /> ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. C7
<br /> FORMED SURFACES EXPOSED TO EARTH(Le.WALLS BELOW GROUND)OR WEATHER(4N:BARS OR
<br /> LARGER) 2"
<br /> 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFTEY PRECAUTIONS AND THE METHODS,TECHNIQUE-5,SEQUENCES (*5 BARS OR SMALLER) 11/2"
<br /> AND PROCEDURES REQUIRED TO PERFORM HIS WORK.
<br /> COLUMN TIES OR SPIRAL AND BEAM STIRRUPS 11/2"
<br /> CONTRACTOR-INITIAity CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND THE STRUCTURAL ENGINEER FOR SLABS AND WALLS(INTERIOR FACE) 3/4"
<br /> APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS
<br /> REQUIREMENT. CAST-IN-PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW
<br /> OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL
<br /> B. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES,NOTCHES,CHAMFERS,FEATURE
<br /> INDICATED BUT ARE OF SIMILAR CHARAC I tK TO DETAILS SHOWN,SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, STRIPS,COLOR,TEXTURE,AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES,BOTH CAST-IN-PLACE AND
<br /> SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. PRECAST. N
<br /> O
<br /> q. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY
<br /> THE SUPPLIER DURING MANUFACTURING,DELIVERY,HANDLING,STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS IR. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT
<br /> PREPARED BY THE SUPPLIER.
<br /> ACCORDANCE WITH THE MANUFACTURE'S PUBLISHED RECOMMENDATIONS.
<br /> 10. SHOP DRAWINGS FOR STRUCTURAL STEEL,GLUED LAMINATED MEMBERS,OPEN WEB WOOD TRUCES',AND PLYWOOD WEB JOISTS
<br /> SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION OF SIttL
<br /> THESE ITEMS.
<br /> II. SHOP DRAWINGS REVIEW:DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD,AND THEREFORE IS. STRUCTURAL SIT=FI DESIGN,FABRICATION,AND ERECTION SHALL BE BASED ON ON THE A.I.S.G."SPECIFICATION FOR THE DESIGN,
<br /> MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER FABRICATION,AND ERECTION OF STRUCTURAL STEEL BUILDINGS",LATEST EDITION,PLUS ALL REFERENCES GODES.
<br /> OF RECORD. SUBMISSIONS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY;REPRODUCIBLE WILL BE MARKED AND RETURNED.
<br /> lg. STRUCTURAL STEEL INCLUDING PLATES,AND ROLLED SHAPES,SHALL CONFORM TO ASTM A36,Fy=36 KSI STEEL PIPE SHALL =i
<br /> CONFORM TO ASTM A-53,TYPE E,OR 5,GRADE B,Fy=35 KSI STRUCTURAL TUBING SHALL CONFORM TO ASTM A5OO,Fy=46 (^yl
<br /> SHOP DRAWINGS SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING K5M BOLTS SHALL CONFORM TO ASTM A3O-1 EXPANSION SHALL BE"PARABOLT"OR APPROVED EQUAL INSTALLED IN STRICT
<br /> SUBMITTALS BY THE CONTRACTOR 15 TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN ACCORDANCE WITH THE MAUFACTURES'S PUBLISHED RECOMMENDATION.
<br /> CONCEPT,THAT HE DEMONSTRATES HIS UNDERSTANDING BY INDICATING WHICH MATERIAL HE INTENDS TO FURNISH AND INSTALL EXPANSION BOLTS SHALL ASLO BE SIMPSON STRONG BOLT(ICG-ESRIT)INSTAI I Fri PER ICC-ESR REQUIREMENTS rrl
<br /> AND AND BY DETAILING THE FABRICATION AND INSTALLATION METHODS HE INTENDS TO USE.IF DEVIATIONS,DISCREPANCIES,
<br /> OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR
<br /> AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER,THE DESIGN DRAWNINGS AND SPECIFICATONS SHALL 20. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.G.AND A.W.S.STANDARDS AND SHALL BE PERFORMED BY W.A.B.O.
<br /> CONTROL AND SHALL BE FOLLOWED. CERTIFIED WELDERS USING E"1OXX ELETRODES. ONLY PREQUALIFIED WELDS(A5 DEFINED BY A.W.S)SHALL BE USED. WELDING
<br /> OF GRADE 40 REINFORCING BARS(IF REQUIRED)SHALL BE PERFORMED USING ETOXX ELETRODES 8 PER ASTM A106. WELDING
<br /> WITHIN 4"OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF
<br /> WELDED BARS. 1-44
<br /> SHOP DRAWINGS OF DESIGN BUILD COMPONENTS INCLUDING STAIRS,AND EXTERIOR CLADDING SHALL INCLUDE THE DESIGNING
<br /> PROFESSIONAL ENGINEERS STAMP,STATE OF WASHINGTON,AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR
<br /> TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC.STRUCTURE. THE COMPONENT
<br /> DESIGNER IS REr.PONSIBLE FOR CODE COMFORMANCE AN ALL NECESSARY CONNECTOINS NOT SPECIFICALLY CALLED OUT ON
<br /> ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS
<br /> IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE MADE AVAILABLE UPON REQUEST. .SEX
<br /> DDA INE
<br /> P.O.Box 2972
<br /> GEOTECHNICAL Woodinville,TPadtington
<br /> 98072-2972
<br /> Phone:(206)972-8317
<br /> 12. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE,EXCAVATION,COMPACTION,AND FILLING REQUIREMENTS, Emaik mug®.rixdrafting.mm
<br /> SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGINEER.
<br /> FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH(CONTROLLED,COMPACTED STRUCTURAL FILL OR BOTH)AT LEAST 18'
<br /> BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS(OR IN DETAILS)ARE MINIMUM Project No. 16-250
<br /> AND FOR GUIDANCE ONLY;THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD
<br /> WORKING WITH THE TESTING LAB AND SOILS ENGINEER. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING
<br /> GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE A5 NOTED IN THE SOILS REPORT.
<br /> Sheet No.
<br /> Si
<br /> OF 5
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