|
FOUNDATIONS
<br /> _ DPLANFRONT BACK & AND F DEGREES FAHRENHEIT P PIPE
<br /> SPREAD FOOTINGS:DESIGN SOIL BEARING PRESSURE=1500 PSF.ALL FOOTINGS SHALL BEAR ON SUITABLE SECTION VIEW ELEVATION ELEVATION @ AT FD FLOOR DRAIN PC PRECAST
<br /> UNDISTURBED SOIL AND AND/OR PREPARED BASE MATERIALS APPROVED BY THE GEOTECHNICAL ENGINEER. ,DEG DEGREE FDN FOUNDATION PCF POUNDS PER CUBIC FOOT
<br /> WHERE SUITABLE UNDISTURBED SOILS ARE NOT FOUND AT THE SPECIFIED FOOTING ELEVATION,OVER-EXCAVATE 0,DIA DIAMETER FF FAR FACE PCP PRECAST CONCRETE PANEL
<br /> TO THE DEPTHS REQUIRED BY THE GEOTECHNICAL ENGINEER AND REPLACE MATERIALS WITH STRUCTURAL FILL, + H _—— — # NUMBER,POUND FG FRICTION GRIP BOLT PEN PENETRATION
<br /> LEAN CONCRETE,OR PROVIDE OTHER PREPARATION AS DIRECTED BY THE GEOTECHNICAL ENGINEER TO ACHIEVE — WIDE FIN FINISH PERP PERPENDICULAR AB ANCHOR BOLT FL FLOOR FLOOR LINE PH PENTHOUSE
<br /> THE REQUIRED BEARING CAPACITY. ACI AMERICAN CONCRETE INSTITUTE FLG FLANGE PJP,PP PARTIAL JOINT PENETRATION WELD
<br /> EXISTING STRUCTURE ADDL ADDITIONAL FOS FACE OF STUD PL PLATE
<br /> ADJ ADJACENT FP FIREPROOF;FULL PENETRATION PLC PLACE
<br /> EXISTING STRUCTURAL DIMENSIONS AND MEMBER SIZES ARE FOR REFERENCE ONLY.THE CONTRACTOR SHALL CHANNEL AESS ADJACENT
<br /> ARCHITECTURAL EXPOSED STRUCTURAL STEEL FRMG FRAMING PLF POUNDS PER LINEAL FOOT
<br /> VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION.THE CONTRACTOR SHALL VERIFY THE ACTUAL — AGGR AGGREGATE FS FULL SIZE;FAR SIDE PLYWD PLYWOOD
<br /> CONFIGURATION OF EXISTING CONSTRUCTION AND THE CONDITION OF THE STRUCTURE BEFORE BEGINNING WORK. AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION FT FOOT;FEET PP,PJP PARTIAL JOINT PENETRATION WELD
<br /> ANY DISCREPANCIES OR UNSOUND CONDITIONS SHALL BE REPORTED TO THE ARCHITECT FOR RESOLUTION ALT ALTERNATE FTG FOOTING PREFAB PREFABRICATED
<br /> BEFOREOTR BEGINNING WORK. C O ARELECTRICAL
<br /> PLANS FOR DIMENSIONS,EMBEDMENTS,AND OPENINGS —.—
<br /> ANGLE ANSALUI AMERICAN PLYWOOD STANDASSOCARDS
<br /> SN INSTITUTE GA GAGE,GAUGE PSI POUNDS PER SQUARE POUNDS PER SQUARE FOOT
<br /> ALUMINUM FV FIELD VERIFY PS PRESTRESSED
<br /> NOT SHOWN.REFER TO MECHANICAL AND ELECTRICAL PLANS FOR DUCTS,PIPING,EMBEDMENTS,AND OPENINGS r
<br /> NOT SHOWN. CH
<br /> RPD APPROVED GALV GALVANIZED PT POST-TENSIONED
<br /> MISCELLANEOUS I I APPROX APPROXIMATE GB GRADE BEAM PVC POLYVINYL CHLORIDE
<br /> AR ANCHOR RODS GFRC GLASS FIBER REINFORCED CONCRETE
<br /> WHERE SECTIONSARE INDICATED ON THE PLAN BY A NUMBERANDA DRAWING NUMBERTHUS,1/S5.01,THE -------- DOUBLE ARCH ARCHITECTURAL;ARCHITECT GL GLUED LAMINATED(BEAM) R RADIUS
<br /> INDICATED SECTION(1)IS SHOWN ON STRUCTURAL DRAWING S5.01. ANGLE ASSY ASSEMBLYGRR GRADE RB RISER BAR
<br /> I ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS GRND GROUND RC REINFORCED CONCRETE
<br /> SPECIAL INSPECTION SLAB LLBB WS AMERICAN WELDING SOCIETY RCMD RECOMMEND
<br /> H HORIZONTAL REF REFERENCE
<br /> THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION AND TESTING PER IBC SECTION 1705.THIS WORK SHALL BE __ I SQUARE RECTANGULAR AL BALANCE HEF HORIZONTAL EACH FACE REINF REINFORCE;REINFORCING;REINFORCEMENT
<br /> PERFORMED BY A SPECIAL INSPECTOR CERTIFIED BY THE CITY OF EVERETT TO PERFORM THE TYPES OF I HOLLOW D BOARD HGF HANGER READ REQUIRED
<br /> INSPECTIONS AND TESTS SPECIFIED.THE FREQUENCY OF INSPECTIONS AND TESTING SHALL BE AS OUTLINED IN SECTION F BRACED FRAME HIF HORIZONTAL INSIDE FACE RELIT REQUIREMENT
<br /> THE IBC TABLE ITEMS LISTED BELOW.DEFICIENCIES SHALL BE REPORTED DAILY TO THE CONTRACTOR.SUMMARY L BUTTOCK LINE(OF AIRCRAFT) HOF HORIZONTAL OUTSIDE FACE
<br /> REPORTS SHALL BE DISTRIBUTED WEEKLY TO THE OWNER,ARCHITECT,CONTRACTOR,BUILDING OFFICIAL,AND -g. LOG BUILDING HORIZ HORIZONTAL S1S SURFACED ONE SIDE
<br /> I
<br /> STRUCTURAL ENGINEER.SEE THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SPECIAL INSPECTION I CIRCULAR LK BLOCK;BLOCKING HP HP SHAPES;HIGH POINT S2S SURFACED TWO SIDES
<br /> I HOLLOW M BEAM HS HIGH STRENGTH S4S SURFACED FOUR SIDES
<br /> AND TESTING. __ I I I ISECTION, MU BRICK MASONRY UNIT HSS HOLLOW STRUCTURAL SECTION S AMERICAN STANDARD SHAPE;SOUTH
<br /> DESCRIPTION(REFER TO IBC TABLE 4.I
<br /> OS BOTTOM OF STEEL;BOSOM(WELD) HT HEIGHT SB SPACER BAR;SUPPORT BAR
<br /> ITEM IBC SECTION 1705) REQUIREMENTS OT BOTTOM SC SLIP CRITICAL
<br /> RCG BRACING CC NTERNATIONAL CODE COUNCIL SCC STRUCTURAL CONSULTANT TO THE CONTRACTOR
<br /> STRUCTURAL STEEL STRUCTURAL STEEL THAT IS SECTION 1705.2 STEEL MEMBERS O RG BEARING D NSIDE DIAMETER SCHED SCHEDULE,SCHEDULED
<br /> AND TPART THE STRUCTURE.LHASffi RKT BRACKET N NCH SDQ SPECIAL DUCTILE QUALITY
<br /> SMT BASEMENT NCL NCLUDE SECT SECTION
<br /> HIGH STRENGTH SEE SPECIFICATIONS FOR SECTION 1705.2 TWN BETWEEN NFO NFORMATION SEOR STRUCTURAL ENGINEER OF RECORD
<br /> BOLTING PROCEDURES FOR INSPECTION COLUMN IN SECTION U BUILT-UP NSUL NSULATION SHT SHEET
<br /> AND TESTING. H NT NTERIOR SHTG SHEATHING
<br /> c CAMBER SIM SIMILAR
<br /> CONCRETE CONCRETE THAT IS PRT OF TABLE 1705.3, E
<br /> CONCRETE ENCASED C STANDARD CHANNEL JST JOIST SLBB SHORT LEGS BACK-TO-BACK
<br /> THE STRUCTURE. ITEMS 5,6, STEEL COLUMN SECTION CANT CANTILEVER JT JOINT SOG SLAB ON GRADE
<br /> 7 8 11 12 • CC CENTER TO CENTER SP SPIRAL
<br /> ❑H D COLUMN STARTS HERE CG CENTER OF GRAVITY K KIP(1,000 POUNDS) SPC SPACE
<br /> ANCHORS CAST TABLE 1705.3, CIP CAST-IN-PLACE KO KNOCK-OUT SPCC SPACING
<br /> IN CONCRETE TEM 3 CJ CONSTRUCTION JOINT KSI KIPS PER SQUARE INCH SPEC SPECIFICATION
<br /> CJP COMPLETE JOINT PENETRATION WELD SQ SQUARE
<br /> '>—H-ems COLUMN ENDS HERE CL CENTERLINE L ANGLE SSL SHORT SLOTTED(HOLES)
<br /> ANCHORS INSTALLATION OF MECHANICAL TABLE 1705.3, CLR CLEARANCE;CLEAR LAB LABORATORY STA STATION(OF AIRCRAFT)
<br /> POST-INSTALLED IN AND ADHESIVE ANCHORS. ITEM 4 CMU CONCRETE MASONRY UNIT LB,# POUND STD STANDARD
<br /> HARDENED CONCRETE 5-4 1_11, � MOMENT CONNECTION COL COLUMN LF LINEAL FOOT STIFF STIFFENER
<br /> REINFORCING STEEL A. PLACEMENT OF REINFORCING TABLE 1705.3, COMP COMPRESSION LIN LINEAL;LINEAR STIRR STIRRUP
<br /> STEEL. ITEM 1CONC CONCRETE LL LIVE LOAD STL STEEL
<br /> B. SPLICING OF REINFORCING TABLE 1705.3, H�t MOMENT FRAME CONNECTION CONFIG CONFIGURATION LLBB LONG LEGS BACK-TO-BACK STAN STRAIGHT
<br /> BY WELDING OR ITEM 1,2 CONN CONNECTION;CONNECT LLH LONG LEG HORIZONTAL STRUC STRUCTURAL
<br /> THREADED COUPLERS. 5—H—q SHEAR CONNECTION CONST CONSTRUCTION LLV LONG LEG VERTICAL SUPT SUPPORT
<br /> CONT CONTINUE;CONTINUOUS LOC LOCATION;LOCATE SW SHEAR WALL
<br /> SHOP DRAWINGS1 SPUCE CONTR CONTRACTOR
<br /> C00RD COORDINATE;COORDINATION LONGIT LONGITUDINAL
<br /> LP LOW POINT SYM SYMMETRICAL
<br /> SHOP DRAWINGS FOR REINFORCING STEEL AND STRUCTURAL STEEL SHALL BE SUBMITTED FOR REVIEW PRIOR TO I CORR CORRUGATED LSL LONG SLOTTED(HOLES) T&B TOP AND BOTTOM
<br /> FABRICATION OF THESE ITEMS. CP,CJP COMPLETE JOINT PENETRATION WELD LSW LIGHT GAGE SHEAR WALL T&G TONGUE AND GROOVE
<br /> H H DIAGONAL BRACING ABOVE CTR CENTER LTWT LIGHTWEIGHT TBD TO BE DETERMINED
<br /> DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD;THEREFORE,THEY SHALL BE (DASHED LINE) CTSK COUNTERSINK;COUNTERSUNK LVL LEVEL TEMP TEMPERATURE;TEMPORARY
<br /> VERIFIED BY THE CONTRACTOR.THE CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY CU CUBIC LWC LIGHT WEIGHT CONCRETE THK THICK;THICKNESS
<br /> THE ENGINEER OF RECORD.THE CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, HANGER TOC TOP OF CURB;TOP OF CONCRETE
<br /> METHODS,TECHNIQUES,SEQUENCES,AND OPERATIONS OF CONSTRUCTION,AND ALL SAFETY PRECAUTIONS AND d PENNY(NAIL) MAS MASONRY TOF TOP OF FOOTING
<br /> PROGRAMS INCIDENTAL THERETO.SUBMITTALS SHALL INCLUDE ONE REPRODUCIBLE AND ONE COPY; db NOMINAL BAR DIAMETER(INCHES) MATL MATERIAL TOS TOP OF STEEL
<br /> REPRODUCIBLE WILL BE MARKED AND RETURNED. HANGER BELOW FLOOR DBA DEFORMED BR ANCHOR MAX MAXIMUM TOW TOP OF WALL
<br /> --I-- DBL DOUBLE MB MACHINE BOLT TRANS TRANSVERSE
<br /> SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS.THE PURPOSE OF SHOP DC DEMAND CRITICAL WELD MC MISCELLANEOUS CHANNEL TYP TYPICAL
<br /> DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR STEEL SYMBOLS ® DEG,° DEGREE MECH MECHANICAL
<br /> UNDERSTANDS THE DESIGN CONCEPT,BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND DEMO DEMOLISH;DEMOLITION MEMS MEMBRANE UB UNIVERSAL BEAM
<br /> INSTALLED,AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS.IF DEVIATIONS, DEPT DEPARTMENT MEP MECHANICAL/ELECTRICAL/PLUMBING UBC UNIFORM BUILDING CODE
<br /> DISCREPANCIES,OR CONFLICTS BETWEEN SHOP DRAWINGS SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DET DETAIL MEZZ MEZZANINE UC UNIVERSAL COLUMN
<br /> DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER,THE DIA,B DIAMETER MF MOMENT FRAME UL UNDERWRITERS'LABORATORY,INC.
<br /> DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. DIAL DIAGONAL MFB MOMENT FRAME BEAM UNO UNLESS NOTED OTHERWISE
<br /> DIAPH DIAPHRAGM MFC MOMENT FRAME COLUMN UT ULTRASONIC TEST
<br /> BEAM CAMBER DICA DRILLED-IN CONCRETE ANCHOR MFR MANUFACTURE;MANUFACTURER
<br /> STRUCTURAL OBSERVATION DIM DIMENSION MFRG MANUFACTURING V,VERT VERTICAL
<br /> STEEL SHAPE INDICATES DISC DISCONTINUED;DISCONTINUOUS MIN MINIMUM;MINUTE VEF VERTICAL EACH FACE
<br /> THE ENGINEER OF RECORD SHALL PROVIDE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM,FOR GENERAL \ MOMENT DL DEAD LOAD MISC MISCELLANEOUS VG VERTICAL GRAIN
<br /> CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS,AT SIGNIFICANT CONSTRUCTION STAGES AND AT INDICATES END \1A CONNECTION DN DOWN ML MATCH LINE VIF VERTICAL INSIDE FACE
<br /> THE COMPLETION OF THE STRUCTURAL SYSTEM.STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE CONNECTION—y
<br /> RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY BC SECTIONS 110,1705,OR OTHER SECTIONS OF THE A/s551 WSBnSec=1 Ire' iazc DO DITTO MO MASONRY OPENING VOF VERTICAL OUTSIDE FACE
<br /> H
<br /> INTERNATIONAL BUILDING CODE.STRUCTURAL OBSERVATION REPORTS SHALL BE ISSUED TO THE OWNER, 1-141 H DWG DRAWING MS MECHANICAL SPLICE
<br /> ARCHITECT,CONTRACTOR,AND BUILDING OFFICIAL AT SIGNIFICANT CONSTRUCTION STAGES. DWL DOWEL W WIDE FLANGE;WIDE;WEST
<br /> DIMENSION FROM REFERENCE TOP CANTILEVER BEAM - N NORTH WI WITH
<br /> OF STEEL DIMENSIONS AT BOTH SECTION SAME AS (E) EXISTING NS NORTH-SOUTH WIC WITHOUT
<br /> EXISTING CONDITIONS ENDS INDICATE SLOPING MEMBER BACKSPANUNLESS E EAST NF NEAR FACE WD WOOD
<br /> • NOTED OTHERWISE E-W EAST-WEST NIC NOT IN CONTRACT WF WIDE FLANGE
<br /> UNLESS SPECIFICALLY NOTED OTHERWISE,THE SIZE,LOCATION,AND EXISTENCE OF EXISTING STRUCTURE,SLABS, EA EACH NS NEAR SIDE WH WEEP HOLE
<br /> GRADE SLOPES,CIVIL WORKS,MECHANICAL AND ELECTRICAL SYSTEMS,UNDERGROUND UTILITIES,AND SIMILAR EF EACH FACE NTS NOT TO SCALE WL WATER LINE(OF AIRCRAFT)
<br /> WORKS ARE BASED UPON AVAILABLE FOR CONSTRUCTION DOCUMENTS.NOT ALL INFORMATION WITHIN THE EJ EXPANSION JOINT NWC NORMAL WEIGHT CONCRETE WP WORK POINT
<br /> AVAILABLE DOCUMENTS ARE REPEATED HERE.NOTIFY THE ENGINEER AND BOEING IF EXISTING CONDITIONS NOTES:
<br /> CONFLICT WITH THE DRAWINGS OR SPECIFICATIONS.CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS EL ELEVATION WPJ WEAKENED PLANE JOINT
<br /> RELEVANT TO THE NEW CONSTRUCTION. 1. NO REACTION AT EITHER END INDICATES MINIMUM CONNECTION FOR BEAM ELEC ELECTRICAL OC ON CENTER WT WEIGHT;STRUCTURAL TEE CUT FROM W SHAPE
<br /> DEPTH.SEE'GENERAL NOTES FOR STEEL CONNECTIONS'. ELEV ELEVATOR OD OUTSIDE DIAMETER WWF WELDED WIRE FABRIC
<br /> EMBED EMBEDDED OPNG OPENING WWR WELDED WIRE REINFORCING
<br /> EXISTING TEST SLAB ENGR ENGINEER OPP OPPOSITE(HAND)
<br /> THE EXISTING TEST SLAB THICKNESS AND CONSTRUCTION IS ASSUMED TO BE ACCORDING TO THE STRUCTURAL EQ EQUAL;EARTHQUAKE OPT OPTION;OPTIONAL YD YARD
<br /> DESIGN DRAWINGS PREPARED BY SKILLING WARD MAGNUSSON BARKSHIRE DATED APRIL 1994. ESUIP EQUIPMENTAHSIDE OW OVERSIZED J(HOIST ES EACH OWJ OPEN WEB JOIST
<br /> ETC ETCETERA
<br /> STRUCTURAL STEEL FINISH BEAM CALLOUT KEY EW EACH WAY
<br /> ALL STRUCTURAL STEEL,SECONDARY STEEL,CONNECTIONS,HANDRAILS,STAIR STRINGERS,AND SIMILAR STEEL ® EXIST EXISTING
<br /> FABRICATIONS SHALL BE PAINTED ACCORDING TO THE PROJECT SPECIFICATIONS. EXP EXPANSION '-'-'+'''''''''
<br /> EXT
<br /> EXT EXTERIOR MAGNUSSON ,a.,.,..,a.,T <:
<br /> EXTD EXTEND;EXTENDED KLEMENCIC _
<br /> ASSOCIATES ■ T.Z:-2= 2 F-2,"2,12,
<br /> 1 DRAWN GATE SUBATh.E CURRENT Gveea. DATE
<br /> GYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE �•C I. ACCEPTABILITY R.F.HENRY 11.1717 CURRENT
<br /> -
<br /> - 777-9X FATIGUE TEST FRAME 1 MKA P.T.RYAN 11.17.17 ..� p .A.vii <I THIS DESIGN AND/OR G„ECKED STRUCTURAL GENERAL NOTES 11.17.17
<br /> c?;LA
<br /> SPECIFICATION IS APPROVED P.T.RYAN 11 1717 SHEET
<br /> OEFHG" / z APPaoveo ET
<br /> SEPT DATE ENGINEER TREE 777-9X FATIGUE TEST FRAME
<br /> �' ► R.A.CARNES 11.17.17 TF-S2B
<br /> 4, CRI DAN 11.17.17 BUILDING 40-041 COMP
<br /> -�'`,W APPROVED NO. NO.
<br /> SC,...... QM e000nvon DWG .......-,..-..nr.
<br />
|