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STRUCTURAL NOTES C C
<br /> (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) ENGINEERING
<br /> CODE CONCRETE COVER ON REINFORCING 250 4TH AVE. S., SUITE 200
<br /> LEGEND EDMONDS, WASHINGTON 98020
<br /> ALL MATERIALS,WORKMANSHIP,DESIGN,AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" PHONE (425) 778-8500
<br /> SPECIFICATIONS,AND THE INTERNATIONAL BUILDING CODE(IBC),2021 EDITION.SPECIFICATIONS AND STANDARDS DEFINITION SYMBOL DEFINITION SYMBOL FAX (425) 778-5536
<br /> WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. CONCRETE EXPOSED TO EARTH AND WEATHER:
<br /> #6 BARS AND LARGER 2" DIRECTION OF NATIVE SOIL III=11 III=11
<br /> DESIGN LOADS #S BARS AND SMALLER 11/2" FRAMING
<br /> EXTENT OF GRANULAR FILL
<br /> DEAD LOADS: CONCRETE NOT EXPOSED TO EARTH OR WEATHER: FRAMINGRAMING
<br /> STORAGE RACK SELF WEIGHT 110 LBS PER RACK SLABS,WALLS AND JOISTS 3/4"
<br /> LIVE LOADS:
<br /> COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 11/2" COLUMNS STRUCTURALSTEEL
<br /> STORAGE RACK 3000 LBS PER SHELF NON-SHRINK GROUT COLUMN BEARING t"
<br /> RATED SHEATHING
<br /> EARTHQUAKE LOADS: NON-SHRINK GROUT SHALL BE CEMENT-BASED WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI WHEN
<br /> ON BEAM
<br /> TESTED IN ACCORDANCE WITH ASTM C-109.GROUT SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH BEAM CONTINUOUS SHEAR WALL
<br /> EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7-16. THE MANUFACTURER'S RECOMMENDATIONS. SWX
<br /> OVERSUPPORT (SEE SCHEDULE)
<br /> SITE CLASS D(DEFAULT) STRUCTURAL STEEL ,�L
<br /> SHORT PERIOD SPECTRAL RESPONSE ACCEL(Ss) 1.378 CONCRETE WALL COLUMN MARK 51- G. C
<br /> ONE SECOND SPECTRAL RESPONSE ACCEL($) 0.489 STRUCTURAL STEEL DESIGN,FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC (SEE SCHEDULE) / 05 of XA- GS
<br /> SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCEL(Sos) 1.102 "SPECIFICATION FOR THE DESIGN,FABRICATION,AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS",LATEST BEARING STUD FOOTING MARK
<br /> ONE SECOND DESIGN SPECTRAL RESPONSE ACCEL(SDI) 0.489 EDITION. WALL (SEE SCHEDULE) F So 0
<br /> RISK CATEGORY II
<br /> SEISMIC IMPORTANCE FACTOR 00 1.0 WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992,Fy=50 KS1. NON-BEARING HOLDOW N MARK
<br /> SEISMIC DESIGN CATEGORY C STUD WALL (SEE SCHEDULE) at, 3sss3
<br /> BASIC SEISMIC FORCE-RESISTING-SYSTEM STEEL STORAGE RACK PLATES,ANGLES,CHANNELS,AND RODS SHALL CONFORM TO ASTM A36,Fy=36 KSI. ysS, aC YS�' 1
<br /> RESPONSE MODIFICATION FACTOR,(R) 4.0 BEARING STUD HANGER MARK K SIONAL
<br /> REDUNDANCY FACTOR(P) 1.0 STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 GRADE C,RECTANGULAR/SQUARE Fy=50 K51, SHEAR WALL (SEE SCHEDULE) O
<br /> SEISMIC RESPONSE COEFFICIENT(Cs) 0.276 ROUND Fy=46 K51. NON-BEARING �( FLAG NOTE WI5/25
<br /> STUD SHEAR WALL TL �— z (SEE PLAN NOTES)
<br /> W=TOTAL SEISMIC DEAD LOAD AS DEFINED PER ASCE 7-16. STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE B,Fy=35 K51. �j—
<br /> CMU WALL STEEL MOMENT
<br /> BASE SHEAR(V),V=CsW= S_wos W BOLTS CONNECTING STEEL MEMBERS SHALL CONFORM TO ASTM A325-N.BOLTS SHALL BE 3/4"0 MINIMUM,UNO FRAME CONN. �V
<br /> ANCHOR BOLTS SHALL CONFORM TO ASTM A307.
<br /> WIND LOADS:
<br /> CONTRACTOR SHALL PROVIDE CONNECTION ADJUSTMENT TOLERANCES TO SATISFY THE REQUIREMENTS OF AISC ABBREVIATIONS
<br /> BASIC WIND SPEED(3 SECOND GUST) 98 MPH MANUAL OF STEEL CONSTRUCTION.
<br /> EXPOSURE B (A) ABOVE HORIZ HORIZONTAL N
<br /> Kn 1.0 UNLESS SPECIFIED AS STAINLESS STEEL,ALL STEEL MEMBERS,SHAPES,BOLTS,AND ACCESSORIES EXPOSED TO qg ANCHOR BOLT KIP KING POST Z
<br /> WEATHER SHALL BE HOT DIP GALVANIZED. O
<br /> CONCRETE ALT ALTERNATE KSI KIPS PER SQUARE INCH Ln
<br /> WELDING w
<br /> ARCH ARCHITECT MECH MECHANICAL
<br /> ALL CONCRETE SHALL BE MIXED,PROPORTIONED,CONVEYED,AND PLACED IN ACCORDANCE WITH CHAPTER 26 OF Q 'Z
<br /> ACI318 AND THE AMERICAN CONCRETE INSTITUTE'S SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS WELDING SHALL CONFORM TO AWS"STRUCTURAL WELDING CODE",LATEST EDITION.ALL WELDING SHALL BE (g) BELOW MF MOMENT FRAME Z
<br /> (ACI 301). DONE WITH 70 K5I LOW HYDROGEN ELECTRODES.WHERE NOT CALLED OUT,MINIMUM FILLET WELD SIZE SHALL BE z O
<br /> PER TABLE 5.81N AWS 01.1,LATEST EDITION. BLKG BLOCKING NS NEAR SIDE C cp F
<br /> ALL CONCRETE SHALL BE STONE-AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF APPROXIMATELY 150 POUNDS BM BEAM Oc ON CENTER
<br /> WELDING OF REINFORCING BARS SHALL NOT BE PERMITTED UNLESS SPECIFICALLY CALLED OUT ON DRAWINGS OR 0_
<br /> PER CUBIC FOOT. H W
<br /> APPROVED BY STRUCTURAL ENGINEER.WELDING OF GRADE 60 REINFORCING BARS SHALL BE PERFORMED USING BOT BOTTOM OPP OPPOSITE U � N
<br /> LOW HYDROGEN ELECTRODES.WELDING OF GRADE 40 REINFORCING BARS SHALL BE PERFORMED USING E70XX
<br /> CONCRETE STRENGTHS AT 28 DAYS(fc)AND MIX CRITERIA SHALL BE AS FOLLOWS: ELECTRODES.SEE REINFORCING NOTES FOR MATERIAL REQUIREMENTS OF WELDED BARS.WELDING WITHIN 4"OF BTWN BETWEEN PL PLATE w w O
<br /> MAXIMUM MIN CEMENT COLD BENDS IN REINFORCING BAR515 NOT PERMITTED. CIP COMPLETE JOINT PENETRATION PLCS PLACES d U
<br /> TYPE OF CONSTRUCTION fc* WATER/CEMENT CONTENT PER CUBIC MAXIMUM
<br /> RATIO YARD SHRINKAGE STRAIN ALL WELDING SHALL BE DONE BY WASHINGTON ASSOCIATION OF BUILDING OFFICIALS(WABO)CERTIFIED WELDERS. CUR CLEAR P51 POUNDS PER SQUARE INCH A
<br /> FOOTINGS 3000 PSI 0.50 51/2 SACK N/A CMU CONCRETE MASONRY UNIT PSF POUNDS PER SQUARE FOOT W
<br /> EXISTING BUILDING H .ti to
<br /> COL COLUMN P/T POSTTENSIONED o
<br /> THE MINIMUM AMOUNT OF CEMENT LISTED ABOVE MA V BE CHANGED IF A CONCRETE PERFORMANCE MIX IS CONTRACTOR SHALL VERIFY ALL DIMENSIONS,MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING CONICCONCRETE PT PRESSURE TREATED O O
<br /> SUBMITTED TO THE ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING DEPICTED IN THE DRAWINGS,AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE
<br /> ANY CONCRETE.THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT,FINE AND COARSE REDESIGN. CONN CONNECTION REINF REINFORCING Y
<br /> AGGREGATE,WATER,AND ADMIXTURES AS WELL AS THE WATER-CEMENT RATIO,SLUMP,CONCRETE YIELD,AND CONT CONTINUOUS REQ'D REQUIRED Q
<br /> SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH CHAPTER 26 OF ACI 318. CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS
<br /> PENETRATED OR REMOVED.PROVIDE WATERPROOFING AS REQUIRED BY THE ARCH. DEL DOUBLE SCHED SCHEDULE
<br /> ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR-ENTRAINED IN ACCORDANCE GENERAL DIET DETAIL SIM SIMILAR DESIGN: BTJ
<br /> WITH ACI 318 TABLE 19.3.3.1 FOR MODERATE EXPOSURE CLA55 Fl.
<br /> DIM DIMENSION 50G SLAB ON GRADE DRAWN: JEG
<br /> *PROVIDE fc SPECIFIED IN TABLE FOR DURABILITY REQUIREMENTS.2500 PSI CONCRETE MEETS STRENGTH CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING.ANY
<br /> REQUIREMENTS,THEREFORE SPECIAL INSPECTION IS NOT REQUIRED. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER BEFORE PROCEEDING. EA EACH STD STANDARD CHECK: JGG
<br /> CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE STRUCTURAL ENGINEER FOR ELEV ELEVATION SW SHEAR WALL JOB NO: 25270.003
<br /> REINFORCING STEEL APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION.CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT EXIST EXISTING TOC TOP OF CONCRETE
<br /> :
<br /> REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615,AND SHALL BE GRADE 60(F SATISFY THIS REQUIREMENT.(Fy SATISFY EXPANSION TOS TOP OF STEEL DATE 04/1 1/25
<br /> =60,000 PSI),UNLESS NOTED OTHERWISE.GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE CONDITIONS ARE NOT FUR FLOOR TOW TOP OF WALL
<br /> SHALL CONFORM TO ASTM A706.REINFORCING COMPLYING WITH ASTM A615 MAY BE WELDED IF MATERIAL SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN,SIMILAR DETAILS OF
<br /> PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS D3.4 ARE CONSTRUCTION SHALL BE USED,SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. FDN FOUNDATION TYP TYPICAL
<br /> SUBMITTED. FT N
<br /> G FOOTING UNO UNLESS NOTED OTHERWISE Y
<br /> WELDED WIRE FABRIC SHALL CONFORM TO ASTM ALES.PROVIDE WELDED WIRE FABRIC IN SHEETS NOT ROLLS.LAP FS FAR SIDE VFV VERIFY U
<br /> WELDED WIRE FABRIC 12"ATSIDESAND ENDS.
<br /> FH FULL HEIGHT VIF VERIFY IN FIELD Q
<br /> REINFORCING STEELSHALL BE DETAILED INCLUDING HOOKS AND BENDS IN ACCORDANCE WITH ACI SP-66 AND ACI GLB GLUE-LAMINATED BEAM VET
<br /> VERTICAL
<br /> 318,LATEST EDITIONS.UNLESS OTHERWISE NOTED,REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS
<br /> SHALL BE PER SCHEDULE. W
<br /> MECHANICAL SPLICING OF REINFORCING BARS,WHERE INDICATED ON THE DRAWINGS,SHALL BE BYAN ICED Q
<br /> APPROVED SYSTEM,SHALL DEVELOP 125%OF TH E SPECIFIED YIELD STRENGTH OF THE BAR,AND SHALL BE
<br /> INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
<br /> O
<br /> REINFORCING SHALL BE PLACED AND ADEQUATELY SUPPORTED PRIOR TO PLACING CONCRETE.WET-SETTING l_
<br /> EMBEDDED ITEMS IS NOT ALLOWED WITHOUT PRIOR ENGINEER APPROVAL.BARS PARTIALLY EMBEDDED IN 0
<br /> HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS 50 DETAILED OR APPROVED BY THE STRUCTURAL
<br /> ENGINEER.REFER TO CHAPTER 25 OF ACI 318 FOR OTHER REINFORCING STEEL REQUIREMENTS.
<br /> MINIMUM LAPS AND EMBEDMENT N
<br /> Q
<br /> UNLESS OTHERWISE NOTED,REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE AS TABULATED W N
<br /> BELOW:
<br /> w
<br /> Fc=2500 P51 W ho
<br /> DEVELOPMENT LENGTH LAP SPLICE 11-- 3:: 0 O
<br /> BAR TENSION COMPRESSION TENSION COMPRESSION Z N Z
<br /> SIZE 00
<br /> TOP BARS BARS ALL BARS TOP BARS BARS ALL BARS U 0 J
<br /> #3 24 18 9 30 23 12 CL N Q Q
<br /> #4 31 24 12 41 31 15 O _ 0:f
<br /> #5 39 30 15 51 39 19 Q
<br /> #6 47 36 18 61 47 23 Lo
<br /> #7 68 53 21 89 68 27 CL LLI C)
<br /> #8 i 78 1 60 1 24 302 78 30 C14O O L.L.(
<br /> NOTE:
<br /> 2.ALL LENGTH ARE IN INCHES. z >
<br /> ALL LAP SPLICES ARE CLASS B. N - Ld N *J
<br /> 3."TOP BARS"ARE HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12 INCHES OF
<br /> CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. SH EET:
<br /> sil
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