5631 10TH DR W 2021-09-02 - Laserfiche WebLink

, f. REED&ASSOCIATES CM E Structural ErdneerIng 8311-212th ST.$.W..Edmond*,WA 9026 Office(425)778-2703 Fax( 778 2073 GENERAL STrUG7VlAL NOTE GENERAL THE FOLLOWINC3:STRUCTURAL NOTES ARE SUPPLEMENTARY ANDARENOT INTENDED TO SUPERSEDE THE`SPECIFICATIONS AND/OR DETAILS SHOWN ON THE RRAWINGS.> NSTRUCTIONSHALL CONFORM To THE INTERNATIONAL BUILDING CODE(IBC)2015 EDITION. DESIGN LOADS; ROOF 25 PSF(SNOW) ID PSF DEAD LOAD FOR SEISMIC WINO DS CRITERIA.:r RISK'CATEGORY;:• 11, ULTIMATE DESIGN WIND SPEED 110 A1PH S5 NOMINAL WIND EXPOSURE: a INTERNAL PRESSURE COEF: *1-.55 COMPONENTSS CLADDING: 16 PSF(min) METHOD ASCE7-10,MWFS ENVELOPE PROCEDURE OCCUPANCY CATEGORY 11 Kzt 1.0 SEISIMIC DESIGN CRITERIA, PROCEDURE USED:SIMPUFIED(ASCE 7-10,12.144) IMPORTANCE FACTOR.1 R=8.5 RISK CATEGORY.II St=1.25 SITE CLASS,D SEE 0.40 SEISMIC DESIGN CAT.,0 sEt=0.E3 SEISMIC FORCE RES,SYS,A,1S, SQ=0,43 DESIGN BASE SHEAR= Cs'=0.13 SOIL 1500 PSF(DESIGN BEARING) LATERAL SOIL PRESSURE 35 PCF EQUIV.FLUID PRESSURE UNRESTRAINED" 50 PCF EQUIV_FLUID PRESSURE RESTRAINED INSPECTIONS: INSPECTIONS ARE REQUIRED FOR ALL WELDING AND FABRICATION OF STEEL BRACKETS: NOTIFY BUILDING DEPARTMENT FOR BUILDING DEPARTMENT INSPECTIONS AS REQUIRED BY LOCALORDINANCE. TMBBL ERMINE SHALL MEET THE FOLLOWING MINIMUM STANDARDS: BEAMS AND POSTS(Axe AND GREATER): DP-LE2 JOISTS I STUDS(2x,) IIF#21 STUD GLUE LAMINATED:BEAMS(CUE (24F-V$AT CANTILEVERS) Ii5) PSI BEAMS 2.0EE 2 x_TEIMBFA SHALL BE KILN DRIED. GRADES SHALL CONFORM TO EpENEA GRADING RULES FOR WESrr=RN LUMBER',LATEST EDITION.ALL WOOD D POSODEI TO WEATHER SHALL BE PRESSURE TREATED. ALL CONNECTIONS PER IBC TABLE 2304.10.1.PLATE WASHERS TO BE 3"X 3"BY14" AND SHALL EXTENE}TO WITHIN 1/2 INCH.OF THE EDGE OFTHE BOTTOM PLATE ON THE SIDES) WITH SHEATHING. ANSI,IAT&PA SDPWS 2015-4.3.G.4.3- FOUNDATION < EXTEND FOOTINGS'TO UNDISTURBED SOIL OF 1500 PSF SOIL"BEARING CAPACITY(ASSUMED). BOTTOM OF EXTERIOR:FOOTINGS SHALL BE:I`,5'MIN.BELOW OUTSIDE FINISHED GR ADE. CENTER ALL FOOTINGS ON COLUMNS AND WALLS UNLESS SPECIFICALLY DIMENSIONED OTHERWISE. COMPACTED FILL:'. SOIL USED FOR COMPACTED FILL SHOULD CONSIST OF PREDOMINANTLY WELLGRADED GRANULAR SOIL FREE OF ORGANIC MATERIAL AND DEBRIS; FILL USED FOR FOUNDATION AND FLOOR SLAB SUPPORT MUST BE PROPERLY PLACED AND COMPACTED. FILL SHOULD BE PLACED IN MAXIMUM B EO'10INCH LOOSE UFTS AND COMPACTED TO•A MINIMUM OF 98 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST PROCEDURES WITHIN THE BUILDING AREA, CONCRET'El Prs=2500 PSI M1N.6 SACKS OF CEMENT PER CUBIC YARD OF C N6CRETE AND A MAXIMUM'OF 6.0 GALLONS OF WATER PER 94 LEI:SACKOF CEMENT. NO SPECIAL.INSPECTION REQUIRED- MAXIMUM SIZED AGGREGATE I81-1/2'. MAXIMUM SLUMP IS 4',SEGREGATION OF MATERIALS TO BE PREVENTED. REINFORCJNG.STEE1, ALL REINFORCING:S I EEL OF#5 AND LARGER BARS SHALL BE GRADE 60 DEFORMED BARS. AND#3 AND#4 BARS SHALL BE GRADE 40,IN ACCORDANCE WITH AST/if SPEECIFICATIONA.615i UNLESS NOTED OTHERWISE ON THE DRAWINGS CONCRETE°OVER FOR REINFORCING STEEL CLEAR DIMENSION(U.N.O.ON PLANS):TO BE 3' FROM BOTTOM. STRUCTURAL STEEL; ,BE.ASTM -36 FT`26,000 PSI EXCEPT PIPE SHAPES SHALL BE ASTM A-53,GRADE;B,TYPE E OR$,Fy 35;0 0 PSI ANDTUBE SHAPES SHALL BE ASTIM ASOO' GRADE S.Fy48,=4B:OOr1 PSI. DESIGN,FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE ERECTION 'EDRUC OFTEiE"A.I.S.C,.SPECIFICATION FORTHE DESIGN,FABRICATION THEAND R ASTU S STRUCTURAL STEEL FOR BUILDINQS": ALL BOLTS SHALL CONFORM 70 LATEST ASTM SPECIFICATION A307.BOLTS%4NCH DIAMETER UNLESS NOTED OTHERWISE. ALL WELDING SHALL CONFORM TO THE LATEST EED[T1ON OF THE AW.S.D1.1 'STRUCTURAL WELDING CODE"..SHALL LDS"SHALL BE 3f16`MINIMUM UNLESS OTHERWISE NOTED. WELDING ELECTRODES SHALL BE E70XX.LOW HYDROGEN ELECTRODES FOR MANUALSI ED METAL-ARC WELDING OR EQUAL ELECTRODE FOR OTHER WELDING PROCESSES.S. WELDED.IOINTL SHALL CONFORM TO A,W.S,PREQUAUFIED JOINT DETAILS FOR WELDED CONSTRUCTION. ALL WELDING SHALL BE PERFOMRED BY WA13.0.CERTIFIED AN ERS. AU.STRUCTURAL STEEL AFTER FABRICATION SHALL RECEIVE(I)SHOP COAT OF AN APPROVED PRIMER AND(1)FRESH COATAFTEER ERECTION. COLOR AND PAINT IN ACCORDANCE WITH OWNERSOIS RUCTIONS. FIELD BURNING OF HOLES IS NOT ALLOWED WITHOUT INSPECTION BY ENGINEER PROVIDE WASHERS ON AU.BOLTED"CONNECTIONS. ALL STEEL NOT EMBEDDED IN CONCRETE OR MASONRY TO RECEIVE ONE SHOP cOAT OF AN APPROVER PRIMER PAINT,APPLY/WO wean OF HEAVY ASPHALTIC PAINT TO AU_STEEL EXPOSED TO EARTH. Mtse 1 tra+c. TEE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT EOBSITE. INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND SE RESPOBEFORE PROCEEDINGWITH THE UNSIBLE FOR SAME, ALL LESS ALLBE EXPRESSLYE TIPPORTED70DTHE ARCHITECT ,NO ADDITIONAL ALLOWANCE NCE WILL BE MADE IN THE CONTRACTOR AND/OR MANUFACTURER'S FAVOR BY VIRTUE OR ERRORS. AMBIGUITIES AND/OR OMISSIONS WHICH SHOULD HAVE BEEN DISCOVERED DURING THE PREPARATION OF BID ESTIMATE AND DIRECTED TO THE AnS E A TOON OF THE IN ATIMELY MANNER.ANY ERRORS,AMBIGUITIES AND,OR OMISSIONS IN THE DRAWINGS OR SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT C 0 IMMEDIATELY IN WRITING, NO WORK T RK IS TO BE STARTED BEFORE CORRECTION IS MADE. THECONTRACTOR SHALL PROVIDE TEMPORARY BRACINGS AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENIN SHAVE SEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDINGS DEPARTMENT REQUIRED ONEiPECT10NS. DO NOT SCALE DRAWINGS. USE ONLY WRTITEN DIMENSIONS. THE of IAIts m SHEARE TYPICAL AND SHALL BE USED FOR LIKE.OR SIMILAR CONDITIONS NOT SHOWN, C, ,i VARIATIONS AND MODIFICATIONS TO WORK SHOWN THESE DRAWIj SHALL NOT BE CARRIED OUTYWTHUT WRITTEN PERMISSION FROM THE ARGHITEC7. THIS DRAWING IS THE "T'i m PERMISSION PROPERTY OF THE ARCHITECT,IN CAN BE REPRODUCED ONLY WITH THE '� PERMISSION OF THE ARCHITECT,IN.WHICH CASE THE REPRODUCTION MUST BEAR THEIR m dNAMES AS ARCHtT1RE PRE-FABRICATED MBES TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOIMMENDATIONS, -� XI --�