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STR U CT�J RAL AB B R E1/IATI 0 �! S B���o�N� �ooE GENERAL NOTES °
<br /> 1 . ALL CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE 1 . THE STRUCTURAL DRAWINGS REPRESENT THE DESIGN OF MODIFICATIONS TO THE
<br /> & - AND FIN - FINISH ED PAF - POWDER ACTUATED FASTENER REQUIREMENTS OF THESE DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES PRIMARY STRUCTURE BASED ON PRESCRIBED LOADS, (SEE "DESIGN CRITERIA" ,
<br /> � � AND REGULATIONS OF THE INTERNATIONAL BUILDING GODE (IBC), 2015 EDITION, SECTION), IMPOSED ON THE STRUCTURE PER THE BUILDING CODE AS SPECIFIED IN
<br /> p - AT FLG - FLANGE PAR - PARALLEL/PARAPET AS ADOPTED AND AMENDED BY THE CITY OF EVERETT, THE "BUILDING CODE" SECTION. THE PRIMARY STRUCTURE OF THE BUILDING IS
<br /> ', DEG - DEGREE FLR - FLOOR PCC - PRECAST CONCRETE HEREINAFTER REFERRED TO AS THE BUILDING CODE. DEFINED AS THE FOUNDATIONS, BEARING WALLS, SHEAR WALLS, COLUMNS, BEAMS, �
<br /> �, DIA - QIAMEfER FO xxx - FACE OF xxx PEN - PENETRATE/PENETRATION
<br /> E , EXIST - EXISTING FOC - FACE OF CONCRETE PIL - PILASTER SLABS, FLOOR FRAMING ANQ LATERAL FORCE RESISTING ELEMENTS REQUIRED TO
<br /> � � 2. WHERE NOTED IN THE STRUCTURAL NOTES, CONSTRUCTION, MATERIALS, AND MAINTAIN THE STABILITY OF THE COMPLETED STRUCTURE AS A WHOLE.
<br /> #, NO - NUMBER FOF - FACE OF FINISH PJP - PARTIAL JOINT PENETRATION WELD WORKMANSHIP SHALL ALSO CONFORM TO THE FOLLOWING STANDARDS. WHERE
<br /> LB - POUND FOS - FACE OF STEEL PL - PLATE THESE STANDARDS CONFLICT WITH THE BUILDING CODE, THE CODE
<br /> #� FP - FIREPROOF ING FIRE PROTECTION PLCS - PIACES 2. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE
<br /> t )I SHALL GOVERN. REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, AND THE CODES,
<br /> AB - ANCHOR BOLT FRT - FIRE RETARDANT TREATED PNL - PANEL RULES AND REGULATIONS OF THE BUILDING CODE AS DEFINED IN THE "BUILDING
<br /> ABV - AB�VE FS - FAR SIDE PRCST - PRECAST GENERAL
<br /> ADDL - ADDITIONAL FT - FOOT, FEET PREFAB - PREFABRICATED CODE" SECTION.
<br /> ADH - ADHESIVE �G - FOOTING PSF - POUNDS PER SQUARE FOOT ASCE "MINIMUM DESIGN LOAQS FOR BUILDINGS AND OTHER STRUCTURES" 3. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE, THEY DO NOT
<br /> ADJ - ADJACENT PSI - POUNDS PER SQUARE INCH AMERICAN SOCIETY OF CIVIL ENGINEERS INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE `
<br /> AFS - ABOVE FINISHED SLAB GA - GAGE/GAUGE PT - POST TENSIONED f PRESSURE TREATED ASCE/SEI 7 - 2010 EDITION ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION.
<br /> ALT - ALTERNATE GALV - GALVANIZED PUR - PURLIN SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITEQ T0, BRACING, SHORING
<br /> ALUM - ALUMINUM GEN - GENERAL AWS "STANDARD SYMBOLS FOR WELDING, BRAZING, AND FOR LOADS DUE T� CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO
<br /> APPROX - APPROXIMATE GLU LAM - GLUE LAMINATED TIMBER R - RADIUS NONDESTRUCTIVE EXAMINATION " THE S�TE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF �
<br /> A R - AS RE QU IRED GR - GRADE RC - REINFORCED CONCRETE A M E R I C A N W E L D I N G S O C I E T Y
<br /> ARCH - ARCHITECTURAL GR BM - GRADE BEAM RQ - ROOF DRAIN T H E A B O V E I T E M S.
<br /> ASPH - ASPHALT GYP BD - GYPSUM B4ARD REF - REFERENCE AWS A2.4 - 2012 EDITION
<br /> ASSY - ASSEMBLY REINF - REINFORCING 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY BRACING AS REQUIRED
<br /> H - HIGH REQD - REQUIRED HOT ROLLED STEEL FOR THE STRUeTURE AND STRUCTURAL COMPONENTS UNTIL ALL MEMBERS ARE IN
<br /> B PL - BASE PLATE HDR - HEADER RO - ROUGH OPENING PLACE AND FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH
<br /> BLDG - BUILDING HGR - HANGER RST - REINFORCING STEEL AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" THE PLANS.
<br /> BLKG - BLOCKING HLDN - HOLDDOWN AMERICAN INSTITUTE OF STEEL CONSTRUCTION .
<br /> BLW - BELOW HORIZ - HORIZONTAL SC - SLIP CRITICAL ANSI/AISC360 - 2010 EDITION 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE
<br /> BM(S) - BEAM(S) HSS - HOLLOW STRUCTURAL SECTIONS SCHED - SCHEQULE MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO
<br /> BO xxx - BOTTOM OF xxx HT - HEIGHT SECT - SECTION AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" PERFORM THE WORK. .
<br /> BOT - BOTTOM HVAC - HEATING, VENTILATING AND SLRS - SEISMIC LQAD RESISTING SYSTEM AMERICAN INSTITUTE 4F STEEL CONSTRUCTION
<br /> BRB - BUCKLING RESTRAINED BRACE AIR CONDITIONING SHT - SHEET AISC303 - 2010 EDITION 6. CONSTRUCTION TOLERANCES SHALL CONFORM TO THE BUILDING STANDARDS
<br /> BRG - BEARING SHTHG - SHEATHING SPECIFtED IN THE "BUILDING CODE" SECTION.
<br /> BS - BOTH SIDES ID - INSIQE DIAMETER SIM - SIMILAR AWS "STRUCTURAL STEEL WELDING CODE - STEEL"
<br /> BTWN - BETWEEN IF - INSIDE FACE SJ - SAWCUT CONTRACTION JOINT AMERICAN WELDING SOCIEf`( 7. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR ` �
<br /> IJ - ISOLATION JOINT SL - SLOPE AWS D1 .1 - 2010 EDITION TO CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES
<br /> C - CHANNEL IN - INCHES SMS - SNEET METAL SCREW OR INCONSISTENCIES IN A PROMPT MANNER. •
<br /> CANT - CANTILEVER INFO - INFORMATION SOG - SLAB ON GRADE RCSC "SPEGFICATION FOR STRUCTURAL JOINTS "
<br /> CDF - CONTROLLED DENSITY FILL INSUL - INSULATE/INSULATION SPEC - SPECIFICATION USING ASTM A325 OR A490 BOLTS" 8. IF ANY ERRORS OR OMISSIONS APPEAR TO EXIST IN THESE DRAWINGS,
<br /> CEM PLAS - CEMENT PLASTER INT - INTERIOR SPCS - SPACES RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS SPECIFICATIONS, OR OTHER CONTRACT DOCUMENTS; THE CONTRACTOR SHALL NOTIFY
<br /> CIP - CAST-IN-PLACE SQ - SQUARE DECEMBER 31 , 2009 THE STRUCTURAL IN WRITING OF SUCH OMISSION OR ERROR �
<br /> CJ - CONSTRUCTION JOINT/CONTROL JOINT JST - JOIST SSH - SHORT SLOTTED HOLE BEFORE PROCEEDING WITH THE WORK.
<br /> CJP - COMPLETE JOINT PENETRATION WELD JT - JOINT SST - STAINLESS STEEL
<br /> STAG - STAGGERED 9. NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND -
<br /> CL - CENTER LINE STD - STANDARD DESIGN CRITERIA TYPICAL DEfAILS. WHERE NOTES AND DETAILS ON DRAWINGS AND THESE
<br /> CLR - CLEAR(ANCE) KIP - KIP (1 ,OQ0 POUNDS) STIF - STIFFENER GENERAL NOTES AND TYPICAL DETAILS ARE IN CONFLICT WITH THE PROJECT �
<br /> CMU - CONCRETE MASONRY UNIT KSI - KIPS PER SQUARE INCH STIR - STIRRUP 1 . LIVE LOAD CRITERIA SPECIFICATIONS, THE MOST STRINGENT SHALL APPLY. CC?NDITIONS NOT
<br /> COL - COLUMN KWY - KEYWAY STL - STEEL SPECIFICALLY SHOWN SHALL BE CONSTRUCTED AS SHOWN FOR SIMILAR WORK, f�
<br /> CONC - CONCRETE FLOOR AT NEW PROCESS AIR OPENINGS 250 PSF SUBJECT TO REVIEW BY THE STRUCTURAL ENGINEER.
<br /> CONN - CONNECT(ION) L - ANGLE/LENGTH STL JST - STEEL JOIST SEE DRAWING 45-OQ3-S2A, AREA 3, 2Q KIP TRUCK AXLE LOAD
<br /> CONSTR - CONSTRUCTION LBR - LUMBER SLRS - SEISMIC LOAD RESISTING SYSTEM �
<br /> CONT - CONTINUOUS LLH - LONG LEG HORIZONTAL STRUCT - STRUCTURAL SLAB ID S12, NEAR GRID 2/H&J) 26 KIP 30" QIA CRANE PAD 10. MANUFACTURED MATERIALS SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR
<br /> CONTR - CONTRACTOR LLV - LONG LEG VERTICAL SYMM - SYMMETRICAL 43 KIP 5'x5' CRANE MAT TO THEIR USE. ALL REQUIREMENTS OF THOSE APPROVALS SHALL BE FOLLOWED.
<br /> COORD - COORDINATE LOC - LOCATION 39 KIP PLANE NOSE GEAR LOAD
<br /> TB - THROUGH BOLT 11 . THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL DRAWINGS WITH DRAWINGS
<br /> CSK - COUNTER SUNK LONG - LONGITUDINAL TBC - THREAQED BAR COUPLER CEILING 25 PSF FROM ALL OTHER DISCIPLINES, INCLUDING BUT LIMITED TO ARCHITECTURAL, CIVIL, �
<br /> CTR - CENTER(ED) LSH - LONG SLOTTED HOLE TBR - TO BE REMOVED MECHANICAL AND ELECTRICAL. ,
<br /> /LONG SIDE HORIZONAL TD - TRENCH DRAIN
<br /> D - DEPTH/DEEP LSV - LONG SIDE VERTICAL THK - THICK(NESS) 2. DEAD LOAD CRITERIA 12. SEE MECHANICAL, PLUMBING, ELECTRICAL AND OTHER SPECIALTY DRAWINGS AND
<br /> DC - DEMAND CRITICAL LT - LIGHT PROJECT SPECIFICATIONS FOR THE FOLLOWING: �
<br /> DBL - DOUBLE LWC - LIGHTWEIGHT CONCRETE TO xxx - TOP OF xxx A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL, ROOF AND FLOOR
<br /> TOC - TOP OF CONCRETE SUPERIMPOSED FLOOR DEAD LOAD
<br /> DEG - DEGREE TOF - TOP OF FOOTING FLOORING, HVAC, FIREPROOFING OPENINGS, EfC., NOT SHOWN OR NOTED.
<br /> DEMO - DEMOLITION MBX - MACHINE BOLT TOGB - TOP OF GRADE BEAM CEILING, PIPING, ETC. 16 PSF B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. .
<br /> DET - DETAIL TOS - TOP OF STEEL C. ANCHORAGE AND BRACING FOR ELECTRICAL, MECHANICAL OR PLUMBING
<br /> DIA - DIAMETER MBR - MEMBER 3. WIND DESIGN CRITERIA EQUIPMENT TO THE STRUCTURE. �
<br /> DIAG - DIAGONAL/DIAGRAM MECH - MECHANICAL TOWL - TOP OF WALB .
<br /> D. ANCHOR BOLTS F�R MOTOR MOUNTS.
<br /> QIM - DIMENSION MEZZ - MEZZANINE TRANSV - TRANSVERSE 3-SECOND GUST WIND SPEED, V = 110 MPH E. SIZE, WEIGHT AND LOCATION OF MACHINES AND EQUIPMENT BASES.
<br /> QIR - DIRECTION MFR - MANUFACTURE(R/D) TRTD - TREATED EXPOSURE FACTOR C °
<br /> DIST - DISTANCE MFR REC - MANUFACTURER'S RECOMMENDATIONS nP - TYPICAL IMPORTANCE FACTOR I = 1 .00 13. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL MEMBERS
<br /> DN - DOWN MH - MANHOLE T/C - TENSION/COMPRESSION CORD INTERNAL PRESSURE COEFFICIENT GCpi = 0.18 UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. ,
<br /> DWG - DRAWING MID - MIDDLE T&B - TOP AND BOTTOM �
<br /> DWL - DOWEL MIN - MINIMUM T&G - TONGUE AND �ROOVE 4. SEISMIC DESIGN CRITERIA 14. MATERIAL SPECIFICATIONS ARE ASTM LATEST EDITION.
<br /> MISC - MISCELLANEOUS
<br /> EA - EACH UON - UNLESS OTHERWISE NOTED SEISMIC USE GROUP II
<br /> EF - EACH FACE NA - NOT APPLICABLE SITE CLASS D .
<br /> EJ - EXPANSION JOINT NIC - NOT IN �ONTRACT IMPORTANCE FACTOR I - 1 .00
<br /> EL - ELEVATION NIP - NOT IN PERMIT VAR - VARIATION/VARIES �
<br /> ELEC - ELECTRICAL NORM - NORMAL VIF - VERIFY IN FIELQ SS = 1 .445 g �
<br /> ELEV - ELEVATOR NO - NUMBER VNR - VENEER S1 = 0.562 g
<br /> , . .
<br /> NS - NEAR SIDE VRFY - VERIFY SDS = 0.963 g
<br /> EMBED - EMBEDMENT/EMBEDDED VERT - VERTICAL SD1 = 0.562 g
<br /> EOR - ENGINEER OF RECORD NTS - NOT T0 SCALE SEISMIC DESIGN CATEGORY D •
<br /> EOS - EDGE OF SLAB
<br /> EQ - EQUAL 0/ - OVER WD - WOOpWIDTH LATITUDE 47.9183' N
<br /> EQL SP - EQUALLY SPACED OC - ON CENTER LONGITUDE 122.2777' W
<br /> EQUIP - EQUIPMENT OD - DUTSIDE DIAMETER �F - WIDE FLANGE
<br /> ES - EACH SIDE OF - OUTSIDE FACE WHS - WELDED HEADED STUDS ,
<br /> ESCAL - ESCALATOR OFS - OUTSIDE FACE OF STUDS WO - WHERE OCCURS _
<br /> EW - EACH WAY OPH - OPPOSITE HAND �NP - WATERPROOFING/WORK POINT
<br /> EXIST - EXISTING OPNG - OPENING WPM - WATERPROOF MEMBRANE -
<br /> EXP - EXPANSION OPP - OPPOSITE WT - WEIGHT
<br /> EXT - EXTERIOR OVS - OVERSIZED (HOLES) W�F - WELDED WIRE FABRIC
<br /> W/ - WITH '
<br /> W/0 - WITHOUT
<br /> XFMR - TRANSFORMER
<br /> YD - YARQ - - � AN '
<br /> ADDENDUM H DCN H3
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<br /> SYM REVISION BY APPROVED DATE SYM REVIS�ON BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �
<br /> a�t $• o, ACCEPTABILITY R. REEVES a5.>>.�$ STRUCTURAL ABBREVIATIONS AND NOTES 1786915 0 R � 05.� � .�8
<br /> ORIG 45-003 MODIFICATIONS PROCESS AIR REVISIONS 1786915 CEI EO 05.11.18 ,�'�$� �� ,� THIS DESIGN AND/OR �
<br /> f'� SPECIFICATION IS APPROVED K. WANG Q5.11.18 SHEET
<br /> BOE���� TITLE 45-003 MODIFICATIONS PROCESS AIR REVISIONS
<br /> APPROVED BY DEPT. DATE K. WANG 05.1 1.18 S 2 b 1
<br /> CHECKED
<br /> ,� E. OJALA �5.1�.,8 B U I L D I N G 4 5 0 0 3
<br /> 88d81 �b APPROVED � JOB N0. COMP N0. �.
<br /> 1786915
<br /> ��pj�NAL � APPROVED STRUCTURAL MASTER EVERErf, Wq °wc No. 45-003-S2b-1 '
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