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DESIGN CRITERIA REINFORCING STEEL SHOP DRAWINGS AND SUBMITTALS ABBREVIATIONS:
<br /> A.BOLT ANCHOR BOLT
<br /> CODE: INTERNATIONAL BUILDING CODE-2015 EDITION 1. REFERENCE STANDARDS: ACI"DETAIL MANUAL"AND CRSI MANUAL OF STANDARD 1. SUBMIT LAYOUT DRAWINGS IN PDF FORMAT FOR REVIEW OF: ADD'L ADDITIONAL
<br /> ROOF: 25 PSF NON-SNOW PRACTICE. A. REINFORCING STEEL All ABOVE FINISH FLOOR
<br /> WIND: B. STRUCTURAL STEEL
<br /> ALi ALTERNATE
<br /> BASIC WIND SPEED 110 MPH 2. MATERIALS: APPROX APPROXIMATE 97064th Avenue NE
<br /> EXPOSURE B A.REINFORCING STEEL: ASTM A615, GRADE 60 2. SUBMIT SPECIFICATIONS IN POE FORMAT FOR REVIEW OF: ARCH ARCHITECTURAL Suite 300
<br /> TOPOGRAPHICAL FACTOR,Kzt 1.0 B.WELDED WIRE REINFORCING: ASTM A82 AND A185,Fy- 75 KSI A. CONCRETE DESIGN MIX BLKG BLOCKING Seattle,WA 98115
<br /> SEISMIC: B. CONCRETE INSERTS BM BEAM
<br /> SPECTRAL RESPONSE ACCELERATION, Ss 1.416 3. LAP CONTINUOUS REINFORCING BARS 48 BAR DIAMETERS, UNLESS NOTED OTHERWISE. B.O.O. BOTTOM OF OPENING P:206.523.0024
<br /> SPECTRAL RESPONSE ACCELERATION, Si 0.542 PROVIDE CORNER BARS FOR ALL HORIZONTAL REINFORCEMENT.PROVIDE CORNER BTM BOTTOM F:206.523.1012JOB SITE SAFETY BRG BEARING w .dcgengr.mm
<br /> SPECTRAL RESPONSE ACCELERATION, Sds 0.944 BARS OR HOOK BARS(90 OR 180 DEGREE)AT THE END OF ALL HORIZONTAL BTW BETWEEN
<br /> SPECTRAL RESPONSE ACCELERATION, Sdi 0.542 REINFORCEMENT IN WALLS.A615 STEEL IS NOT TO BE WELDED TO OTHER STEEL CLR CLEAR
<br /> SOIL SITE CLASS.Fa 1.000 MEMBERS. THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND/OR CMU CONCRETE MASONRY UNIT
<br /> SOIL SITE CLASS,Fv 1.500 CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR COL COLUMN
<br /> SEISMIC DESIGN CATEGORY D 4. REINFORCEMENT COVER: TO MEANS,METHODS, TECHNIQUES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM GONG CONCRETE
<br /> SEISMIC DESIGN: FOOTINGS 3 INCHES TO EARTH THE WORK. THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER SHALL NOT BE COND CONDITION
<br /> CONN CONNECTION
<br /> CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR RESPONSE MODIFICATION FACTOR,R 5(REINFORCED MASONRY) 2 INCHES TO FORMED SURFACE REDUNDANCY FACTOR 1.0 SLABS 2 INCHES TO EARTH PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF THE WORK BY THE CONTRACTOR, CONSi CONSTRUCTION
<br /> CONT CONTINUOUS
<br /> SUB-CONTRACTOR OR ANY PERSON ON THE SITE. DBL DOUBLE C. SC
<br /> GENERAL CONDITIONS FORMED SURFACE: DIA DIAMETER ` ov'""SI,Hco��
<br /> EXTERIOR FACE 1Y2 INCHES,#5 BAR AND SMALLER SPECIAL INSPECTIONS DIM DIMENSIONy yip
<br /> 2 INCHES, #6 BAR AND LARGER DL DEAD LOAD :F
<br /> 1. THE CONTRACTOR SHALL VERIFY AND REVIEW ALL ITEMS WITHIN THE DRAWINGS PRIOR INTERIOR FACE %INCHES FOR SLABS AND WALLS EA EACH
<br /> TO PROCEEDING IMTN THE WORK.NOTIFY THE ENGINEER/ARCHITECT IMMEDIATELY WITH 1Yz INCHES FOR BEAMS AND COLUMNS 1. SPECIAL INSPECTIONS ARE TO BE PERFORMED BY INDEPENDENT,JURISDICTIONALLY EF EACH FACE .p�R
<br /> APPROVED AGENCY IN ACCORDANCE WITH SBC SECTION 1703 AND PROVIDE THE ELEV ELEVATION sos3•
<br /> ANY DISCREPANCIES. �FF�eruRAUENe"' �' Q
<br /> 5. REINFORCING STEEL A615 MAY NOT BE WELDED TO OTHER STEEL ELEMENTS. DUTIES AND RESPONSIBILITIES AS INDICATED IN SECTION 1704. EN EDGE NAILING Sg/0
<br /> 2. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK, THE EQ EQUAL
<br /> (ACI3.5.2) 2. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL EQUIP EQUIPMENT -.p
<br /> CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR WORK. ES EACH SIDE
<br /> 6. REBAR SHALL BE LAPPED PER THE LAP SPLICE LENGTH SCHEDULE BELOW FOR EACH INSPECTION MUST BE COMPLETED AND SUBMITTED TO THE BUILDING OFFICIAL UPON EXIST EXISTING
<br /> J. DIMENSIONS ARE NOT i0 BE SCALED FROM THE PLANS,SECTIONS OR DETAILS WITHIN CONCRETE ELEMENT: COMPLETION OF PROJECT' EXT EXTERIOR
<br /> THE DRAWINGS. FD FLOOR DRAIN
<br /> 3. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A JURISDICTIONAL FDN FOUNDATION
<br /> 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, INSPECTOR. FF FINISH FLOOR = m
<br /> METHODS, TECHNIQUES, SEQUENCE AND PROCEDURES. REINF LAP/EMBED LENGTH SCHEDULE FG FINISH GRADE a s
<br /> 4. THE SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECT ARE AS FOLLOWS: FLFR FLUSH FRAMED m
<br /> 5. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE REFERENCED WALL/COLUM N FOOTING FT FEET
<br /> FLR FLOOR
<br /> ELEVATED
<br /> BUILDING AND ALL OTHER REGULATING AGENCIES,EXERCISING AUTHORITY OVER ANY BAR SIZE SLAB /BEAM FOOTINGS/SOG DOWEL I I I FTG FOOTING
<br /> PORTION OF THE WORK. EMBEDMENT SUMMARY OF SPECIAL INSPECTION FRT FIRE RETARDANT TREATED
<br /> FS FAR SIDE
<br /> 6. SPECIFIC NOTES AND DETAILS IN THE DRAWINGS SHALL TAKE PRECEDENCE OVER #4 24" 30" 24" 8" ITEM INSPECTION REQUIRED REMARK GA GAUGE
<br /> GENERAL NOTES AND SPECIFICATIONS. VERIFY MATERIAL BELOW FOOTING FOR DESIGN BEARING CAPACITY; PERIODIC INSPECTION GLB GLUE LAMINATED BEAM
<br /> #5 30" 36" 30" 10" HDG HOT DIPPED GALVANIZED
<br /> 7. NOTIFY THE ENGINEER OF ALL CHANGES MADE IN THE FIELD PRIOR TO INSTALLATION. GRADING AND EXCAVATION VERIFY EXCAVATION TO PROPER DEPTH; PERIODIC INSPECTION REFER TO GEOTECHNICAL REPORT HDR HEADER c
<br /> #6 36" 42" 36" 12" VERIFY USE OF PROPER MATERIALS,DENSITIES AND LIFT THICKNESS DURING PLACEMENT HGR HANGER c
<br /> AND COMPACTION OF FILL; CONTINUOUS INSPECTION HORIZ HORIZONTAL
<br /> FOUNDATION HT HEIGHT o
<br /> #7 48" 60" 48" 14" VERIFY MIX DESIGN SUPPLIED MEETS APPROVED MIX DESIGN; PERIODIC INSPECTION REFER TO STAMPED MIX DESIGN BY DOG I.F. INSIDE FACE
<br /> 1. FOUNDATION DESIGN PARAMETERS PER GEOTECHNICAL REPORT BY EARTH SOLUTIONS PLACEMENT OF CONCRETE, INCLUDES VERIFYING SLUMP AND AIR CONTENT TESTS; REFER TO DRAWINGS; NOT REQUIRED FOR IN INCH
<br /> LL LIVE LOAD
<br /> CONTINUOUS INSPECTION SITE-WORK CONCRETE
<br /> NW,LLC.,DATED APRIL i,2019: CONCRETE MAX MAXIMUM
<br /> STRUCTURAL STEEL VERIFY ANCHOR BOLTS ARE PLACED AND TIED PROPERLY; CONTINUOUS INSPECTION REFER i0 DRAWINGS MITCH MECHANICAL
<br /> A. IBC SOIL SITE CLASSIFICATION......................0 PERFORM CYLINDER STRENGTH TESTS FOOTINGS/SLAB-ON-GRADE-3,000 PSI MFR MANUFACTURER
<br /> 1. REFERENCE STANDARDS: LATEST EDITION OF THE AISC"CODE OF STANDARD MIN MINIMUM
<br /> c VERIFY PLACEMENT,COVER AND BAR SIZE; PERIODIC INSPECTION REFER i0 DRAWINGS MISC MISCELLANEOUS
<br /> B. FOOTING BEARING PRESSURE........................5,000 PSF PRACTICE FOR STEEL BUILDINGS AND BRIDGES". REINFORCING STEEL NEAR SIDE
<br /> VERIFY GRADE; PERIODIC INSPECTION ASTM A615, GRADE 60 NNS TS NOT TO SCALE rc
<br /> C. LATERAL EARTH PRESSURE: 2. MATERIALS: VERIFY MEMBER SIZES AND PLACEMENT,AND BOLTED CONNECTIONS ARE SNUG-TIGHT; REFER i0 DRAWINGS 0.C. ON CENTER
<br /> • ACTIVE.......................................................35 PCF BOLTS PERIODIC INSPECTION PARA PARALLEL
<br /> • RESTRAINED...............................................50 PSF STEEL TO WOOD- ASTM A307 STRUCTURAL STEEL PERIODIC INSPECTION OF FILLET WELDS PERP PERPENDICULAR
<br /> • PASSIVE.....................................................350 POE STEEL TO STEEL- ASTM A325 ON-SITE WELDING 516"AND LESS PSF POUNDS PER SQUARE FOOT
<br /> • COEFFICIENT OF FRICTION.........................0.40 STEEL TO CONCRETE-HEAVY HEX HEAD ASTM F1554 OR.36 PSI POUNDS PER SQUARE INCH
<br /> WOOD TO CONCRETE-ASTM F1554 OR. 36 EPDXY OR MECHANICAL VERIFY INSTALLATION SIZE AND DEPTH; CONTINUOUS INSPECTION REFER TO DRAWINGS OR FIELD DIRECTIVES PT PRESSURE TREATED p
<br /> g
<br /> 2. SUBGRADE PREPARATION,DRAINAGE PROVISIONS AND OTHER RELEVANT SOIL W SHAPES- ASTM A992(Fy=50,000 PSI) ANCHORS I I I RAP RAMMED AGGREGATE PIER
<br /> CONSIDERATIONS ARE TO BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. TUBE STEEL- SQ/RECi-ASTM A500-10, GRADE B(Fy=46,000 PSI MIN) REINF REINFORCING
<br /> REQ'D REQUIRED
<br /> ROUND-ASTM A500-10, GRADE B(Fy=42,000 PSI MIN)
<br /> SCHD SCHEDULE
<br /> 3. ALL FOUNDATIONS ARE TO BEAR ON COMPETENT NATIVE SOILS OR COMPACTED
<br /> ALL OTHER STEEL-ASTM A36(Fy=36,000 PSI) SEC SECTION
<br /> STRUCTURAL FILL. STRUCTURAL FILL IS TO BE COMPACTED TO 95%DENSITY PER ff
<br /> ASTM D-1557. SF SQUARE FEET N 9
<br /> SIM SIMILAR �+
<br /> STRUCTURAL STEEL WELDING SPEC SPECIFICATIONS C t 1.
<br /> CONCRETE STD STANDARD Q) 8
<br /> 1. CONFORM TO THE AWS CODES 01.1 AND Di.3. USE ONLY STATE CERTIFIED WELDERS. STE STEEL Q
<br /> STRUCT STRUCTURAL Z _
<br /> 1. REFERENCE STANDARDS: ACI-301 AND ACI-318. SW SHEARWALL
<br /> 2. USE DRY E70 ELECTRODES. THRU THROUGH M g
<br /> 2. MINIMUM CONCRETE STRENGTH AT 28 DAYS: TOO TOP OF CONCRETE d 8
<br /> 63
<br /> FOOTINGS 3,000 PSI
<br /> 3. WELDS ARE TO BE% TOE TOP OF FOOTING INCH CONTINUOUS FILLET WELDS UNLESS NOTED OTHERWISE IN L
<br /> Q 3 0 I
<br /> Iz
<br /> SLAB-ON-GRADE 2,500 PSI THE DRAIMNGS. T.O.O. TOP OF OPENING 3 =� €�
<br /> TOS TOP OF STEEL fA to °�'
<br /> TOW TOP OF WALL L O d3 So
<br /> 3. THE WATER/CEMENT RATIO SHALL NOT EXCEED: CONCRETE MASONRY UNITS TS TUBE STEEL N °
<br /> FOOTINGS 0.50(BY WEIGHT) TYP TYPICAL c 2 r �'
<br /> SLAB-ON-GRADE 0.50(BY WEIGHT) 1. REFERENCE STANDARDS: ACI 530-02 AND ACI 530.1-02. U.N.O. UNLESS NOTED OTHERISE 0 W m w zQ o $ 3
<br /> VERT VERTICAL N y E
<br /> 4. AGGREGATE GRADING SHALL COMPLY WITH AASHTO#57 GRADATION OR BETTER. 2. MINIMUM CONCRETE MASONRY UNITS(CMU)DESIGN STRENGTH: W/ WITH V Z ¢ a d m 3 w
<br /> PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE)I. A.NET COMPRESSIVE STRENGTH, f'm 2,000 PSI WE WIDE FLANGE L to
<br /> W U o; p�
<br /> WITS WELDED HEADED STUD
<br /> B.MORTAR TYPE TYPES WTS WELDED THREADED STUD 0 6. r
<br /> 5. COMPLY WITH AD FOR MIXING. DO NOT EXCEED THE AMOUNT OF WATER WT WEIGHT LL w 0 0 00
<br /> to SPECIFIED IN THE APPROVED MIX.PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE 3. ALL MASONRY TO BE CONSTRUCTED IN RUNNING BOND OF NORMAL WEIGHT MASONRY WINK WELDED WIRE REINFORCING
<br /> 0 SUCH AS TO PRODUCE A DENSE WORKABLE MIX WHICH CAN BE PLACED WITHOUT UNITS. CONSTRUCTION LIFTS ARE NOT TO EXCEED 4'-0".
<br /> Z SEGREGATION OR EXCESSIVE FREE SURFACE WATER.
<br /> J
<br /> a 4. SOLID GROUT ALL CELLS UNLESS NOTED OTHERWISE.
<br /> W 6. COMPLY WITH ACI-301 FOR PLACEMENT.PROVIDE A%INCH CHAMFER AT ALL SHEET INDEX:
<br /> EXPOSED CONCRETE EDGES, UNLESS INDICATED OTHERWISE IN THE DRAWINGS.
<br /> w CONCRETE OR MASONRY ANCHORS
<br /> S1.TIJ - GENERAL NOTES
<br /> 7. MAXIMUM SLUMP TO BE 4"t 1".DO NOT ADD WATER TO THE MIX TO INCREASE S2.TN -SITE PLAN
<br /> H SLUMP.MAXIMUM SLUMP MAY BE INCREASED BY 1"IF THE SLUMP IS TESTED 1. MECHANICAL ANCHORS ARE TO BE EITHER HILTI KWIK BOLT-TZ ANCHORS, SIMPSON S3.TN -NORTH TRASH ENCLOSURE PLANS AND DETAILS
<br /> DIRECTLY FROM THE TRUCK PRIOR TO BEING PUMPED INTO PLACE. STRONG-BOLT OR SIMPSON TITEN HD ANCHORS. ANCHOR SIZE AND EMBEDMENT IS AS
<br /> SPECIFIED ON THE DRAWINGS OR IN THE FIELD.
<br /> = B. ACCELERATED SET OR HIGH EARLY STRENGTH MAY BE ACHIEVED BY USING APPROVED
<br /> ADMIXTURES. 2. EPDXY FOR THREADED RODS OR REBAR INTO CONCRETE IS TO BE SIMPSON SET-3G.
<br /> O EPDXY FOR THREADED RODS OR REBAR INTO SOLID MASONRY IS TO BE SIMPSON SET. PROJECT#: 1827
<br /> ? ROD OR REBAR SIZE AND EMBEDMENT IS AS SPECIFIED ON THE DRAWINGS OR IN THE
<br /> 9. COMPLY WITH ACI-305R FOR PLACEMENT IN NOT WEATHER AND ACI-306R FOR DRAWN BY: TF/BV/JH
<br /> U) PLACEMENT IN COLD WEATHER. FIELD.
<br /> CHECKED BY: MS/EM
<br /> LU
<br /> Z
<br /> Of3. EPDXY FOR THREADED RODS OR REBAR INTO HOLLOW CELL MASONRY IS TO BE
<br /> O EITHER HILTI HIT HY 20 WITH SCREEN TUBE,SIMPSON SET WITH OPT)-MESH SCREEN GENERAL
<br /> TUBE OR APPROVED ALTERNATE.ROD OR REBAR SIZE AND EMBEDMENT IS AS NOTES
<br /> O SPECIFIED ON THE DRAWINGS OR IN THE FIELD.
<br /> 1
<br /> S 1 .TN
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