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STR U CT�U RA� AB B R E� ATI 0 �I S B���o�N� CooE GENERAL NOTES �
<br /> 1 . ALL CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE 1. THE STRUCTURAL DRAWINGS REPRESENT THE DESIGN OF MODIFICATIONS TO THE t ;
<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 /> � - AT FLG - FLANGE PAR - PARALLEL/PARAPET AND REGULATIONS OF THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, SECTION), IMPOSED ON THE STRUCTURE PER THE BUILDING CODE AS SPECIFIED IN .
<br /> ', DEG - DEGREE FLR - FLOOR PCC - PRECAST CONCRETE AS ADOPTED AND AMENDED BY THE CITY OF EVERETf, THE "BUILQING CODE" SECTION. THE PRIMARY STRUCTURE OF THE BUILDING IS
<br /> �, DIA - DIAMETER FO xxx - FACE OF xxx PEN - PENETRATE/PENETRATION HEREINAF-fER REFERRED TO AS THE BUILDING CODE. DEFINED AS THE FOUNDATIONS, BEARING WALLS, SHEAR WAL�S, CQLUMNS, BEAMS,
<br /> (E), EXIST - EXISTING FOC - FACE OF CONCRETE PIL - PILASTER SLABS, FLOOR FRAMING AND LATERAL FORCE RESISTING ELEMENTS REQUIRED TO
<br /> 2. WHERE NOTED IN THE STRUCTURAL NOTES, CONSTRUCTION, MATERIALS, AND MAINTAIN THE STABILITY OF THE COMPLEfED 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 STANDARQS CONFLICT WITH THE BUILDING CODE, THE CODE 2. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE
<br /> FP - FIREPROOF(ING}/FIRE PROTECTION PLCS - PLACES SHALL GOVERN. REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, AND THE CODES,
<br /> AB - ANCHOR BOLT FRT - FIRE RETARDANT TREATED PNL - PANEL �
<br /> ABV - ABOVE FS - FAR SIDE PRCST - PRECAST GENERAL RULES AND REGULATIONS OF THE BUILDING CODE AS DEFINED IN THE "BUILDING . r
<br /> ADDL - ADDITIONAL �f - FOOT, FEET PREFAB - PREFABRICATED CODE" SECTION.
<br /> ADH - ADHESIVE FTG - FOOTING PSF - POUNDS PER SQUARE FOOT ASCE "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES"
<br /> ADJ - AQJACENT PSI - POUNDS PER SQUARE INCH 3. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE, THEY DO NOT "
<br /> AFS - ABOVE FINISHED SLAB GA - GAGE/GAUGE PT - POST TENSIONED/PRESSURE TREATED AMERICAN SOCIETY OF CIVIL ENGINEERS INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE -.
<br /> ALT - ALTERNATE GALV - GALVANIZED PUR - PURLIN ASCE/SEI 7 - 2010 EDITION ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION.
<br /> ALUM - ALUMINUM GEN - GENERAL SUCH MEASURES SHALL INGLUQE, BUT NOT BE LIMITED T0, BRACING, SHORING
<br /> APPROX - APPROXIMATE GLU LAM - GLUE LAMINATED TIMBER R - RADIUS AWS "STANDARD SYMBOLS FOR WELDING, BRAZWG, AND FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO
<br /> AR - AS REQUIRED GR - GRADE RC - REINFORCED CONCRETE NONDESTRUCTIVE EXAMINATION " THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF
<br /> AMERICAN WELDING SOCIETY THE ABOVE ITEMS.
<br /> ARCH - ARCHITECTURAL GR BM - GRADE BEAM RD - ROOF DRAIN AWS A2.4 - 2012 EDITION �
<br /> ASPH - ASPHALT GYP BD - GYPSUM BOARD REF - REFERENCE
<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 STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL MEMBERS ARE IN
<br /> B PL - BASE PLATE HDR - HEADER RO - ROU�H OPENING PLACE AND FINAL CONNECTIONS HAVE BEEN GOMPLETED IN ACCORDANCE WITH ,
<br /> BLDG - BUILDING HGR - HANGER RST - REINFORCING STEEL AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" THE PIANS.
<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 - SCHEDULE MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO
<br /> BO xxx - BOTfOM OF xxx HT - HEIGHT SECT - SECTION AISC "C4QE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" PERFORM THE WORK.
<br /> BOT - BOTTOM HVAC - HEATING, VENTILATING AND SLRS - SEISMIC LOAQ RESISTING SYSTEM AMERICAN INSTITUTE OF STEEL CONSTRUCTION :
<br /> BRB - BUCKLING RESTRAINED BRACE AIR CONDITIONING SHT - SHEET AISC303 - 2Q10 EDITION 6. CONSTRUCTION TOLERANCES SHALL CONFORM TO THE BUILDING STANDARDS
<br /> BRG - BEARING SHTHG - SHEATHING SPECIFIED IN THE "BUILDING CODE" SECTION.
<br /> BS - BOTH SIDES ID - INSIDE DIAMETER SIM - SIMILAR AWS "STRUCTURAL STEEL WELDING CODE - STEEL" '
<br /> BTWN - BEfWEEN IF - INSIDE FACE SJ - SAWCUT CONTRACTION JOINT AMERICAN WELDING SOCIEIY 7. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR
<br /> IJ - ISOLATION J41NT SL - SLOPE AWS D1 .1 - 2010 EDITION TO CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES a
<br /> C - CHANNEL IN - INCHES SMS - SHEET METAL SCREW OR INCONSISTENCIES IN A PRQMPT MANNER. "
<br /> CANT - CANTILEVER INFO - INFORMATION SOG - SLAB ON GRADE RCSC "SPECIFICATION FOR STRUCTURAL JOINTS
<br /> CDF - CONTROLLED DENSITY FILL INSUL - INSULATE/INSULATION SPEC - SPECIFICATION USING ASTM A325 OR A490 BO�TS" 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 ENGINEER IN WRITING OF SUCH OMISSION OR ERROR
<br /> CJ - CONSTRUCTION JOWT/CONTROL JOINT JST - JOIST SSH - SNORT SLOTTED HOLE BEFORE PROCEEDING WITH THE WORK. -
<br /> CJP - COMPLETE JOINT PENETRATION WELD JT - JOINT SST - STAINLESS STEEL �
<br /> CL - CENTER LINE STAG - STAGGERED 9. NOTES ANQ DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND �
<br /> CLR - CLEAR(ANCE} KIP - KIP (1 ,000 POUNDS) STD - STANDARD DESIGN CRITERIA TYPICAL DETAILS. WHERE NOTES ANQ DETAILS ON DRAWINGS AND THESE Y
<br /> CMU - CONCRETE MASONRY UNIT KSI - KIPS PER SQUARE INCH STIF - STIFFENER GENERAL NOTES AND TYPICAL DETAILS ARE IN CONFLICT WITH THE PROJECT
<br /> COL - COLUMN KWY - KEYWAY STIR - STIRRUP 1 . LIVE LOAD CRITERIA SPECIFICATIONS, THE MOST STRINGENT SHALL APPLY. CONDITIONS NOT '
<br /> CONC - CONCRETE STL - STEEL SPECIFICALLY SHOWN SHALL BE CONSTRUCTED AS SHOWN FOR SIMILAR WORK,
<br /> CONN - CONNECT(ION) L - ANGLE/LENGTH STL JST - STEEL JOIST FLOOR AT NEW PROCESS AIR OPENINGS 250 PSF SUBJECT TO REVIEW BY THE STRUCTURAL ENGINEER.
<br /> SLRS - SEISMIC LOAD RESISTING SYSTEM {SEE DRAWING 45-003-S2A, AREA 3, 20 KIP TRUCK AXLE LOAD
<br /> CONSTR - CONSTRUCTION LBR - LUMBER STRUCT - STRUCTURAL SLAB ID S12, NEAR GRID 2/H&J) 26 KIP 30" DIA CRANE PAD 10. MANUFACTURED MATERIALS SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR
<br /> CONT - CONTINUOUS LLH - LONG LEG HORIZONTAL SYMM - SYMMETRICAL 43 KIP 5'x5' CRANE MAT TO THEIR USE. ALL REQUIREMENTS 4F THOSE APPROVALS SHALL BE FOLLOWED.
<br /> CONTR - CONTRACTOR LLV - LONG LEG VERTICAL
<br /> COORD - COORDINATE LOC - LOCATION 39 KIP PLANE NOSE GEAR LOAD "
<br /> CSK - COUNTER SUNK LONG - LONGITUDINAL TB - THROUGH BOLT 11 . THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL DRAWINGS WITH DRAWINGS '
<br /> CTR - CENTER(ED) LSH - LONG SLOTTED HOLE TBC - THREADED BAR COUPLER CEILING 25 PSF FROM ALL OTHER DISCIPLINES, INCLUDING BUT LIMITED TO ARCHITECTURAL, CIVIL, - .
<br /> /LONG SIDE HORIZONAL TBR - TO BE REMOVED MECHANICAL AND ELECTRICAL.
<br /> D - DEPTH/DEEP LSV - LONG SIDE VERTICAL TD _ TRENCH QRAIN l,
<br /> DC - DEMAND CRITICAL LT - LIGHT THK THICK(NESS) 2. DEAD LOAQ CRITERIA 12. SEE MECHANICAL, PLUMBING, ELECTRICAL AND OTHER SPECIALTY DRAWINGS AND
<br /> LWC - LIGHTWEIGHT CONCRETE TO xxx - TOP OF xxx PROJECT SPECIFICATIONS FOR THE FOLLOWING:
<br /> DBL - DOUBLE TOC - TOP OF CONCRETE SUPERIMPOSED FLOOR DEAD LOAD A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL, ROOF AND FLOOR
<br /> DEG - DEGREE TOF - TQP OF FOOTING FLOORING, HVAC, FIREPROOFING OPENINGS, ETC., NOT SHOWN OR NOTED.
<br /> DEMO - DEMOLITION MAX - MAXIMUM BOXES OUTLETS IN WALLS AND SLABS.
<br /> DET - DETAIL MB - MACHINE BOLT TOGB - TOP OF GRADE BEAM CEILING, PIPING, ETC. 16 PSF B. ELECTRICAL CONDUIT RUNS, ,
<br /> DIA - DIAMETER MBR - MEMBER TOS - TOP OF STEEL C. ANCHORAGE AND BRACING FOR ELECTRICAL, MECHANICAL OR PLUMBING
<br /> DIAG - DIA�ONAL DIAGRAM MECH - MECHANICAL TOSL - TOP OF SLAB 3. WIND DESIGN CRITERIA , EQUIPMENT TO THE STRUCTURE.
<br /> � TOW - T4P OF WALL D. ANCHOR BOLTS FOR MOTOR MOUNTS.
<br /> DIM - DIMENSION MEZZ - MEZZANINE E. SIZE, WEIGHT AND LOCATION OF MACHINES AND EQUIPMENT BASES. � _
<br /> DIR - DIRECTION MFR - MANUFACTURE(R/D) TRANSV - TRANSVERSE 3-SECOND GUST WIND SPEED, V = 11 Q MPH
<br /> DIST - DISTANCE MFR REC - MANUFACTURER'S RECOMMENDATIONS TRTD - TREATED EXPOSURE FACTOR C
<br /> DN - DOWN MH - MANHOLE nP - TYPICAL IMPORTANCE FACTOR I = 1 .00 13. OPENINGS, POCKEfS, ETC. SHALL NOT BE PLACED IN STRUCTURAL MEMBERS ,
<br /> DWG - DRAWING MID - MIDDLE T/� - TENSION/COMPRESSION CORD INTERNAL PRESSURE COEFFICIENT GCpi = �.18 UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS.
<br /> DWL - DOWEL MIN - MINIMUM T&B - TOP AND BOTTOM
<br /> MISC - MISCELLANEOUS T&G - TONGUE AND GROOVE 4. SEISMIC DESIGN CRITERIA 14. MATERIAL SPECIFICATIONS ARE ASTM LATEST EDITION.
<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 CONTRACT IMPORTANCE FACTOR I - 1 .00
<br /> EL - ELEVATION NIP - NOT IN PERMIT VAR - VARIATION f VARIES - �
<br /> ELEC - ELECTRICAL NORM - NORMAL VIF - VERIFY IN FIELD SS = 1 .445 g
<br /> ELEV - ELEVATOR NO - NUMBER VNR - VENEER S1 = 0.562 g
<br /> VRFY - VERIFY SDS = 0.963 g
<br /> EMBED - EMBEDMENT/EMBEDDED NS - NEAR SIDE SD1 = 0.562 l
<br /> EOR - ENGINEER OF RECORD NTS - NOT TO SCALE VERT - VERTICAL SEISMIC DESIGN CATEGORY D �
<br /> EOS - EDGE OF SLAB �
<br /> EQ - EQUAL 0/ - OVER W - WIDE/WIDTH LATITUDE 47.9183' N
<br /> EQL SP - EQUALLY SPACED OC - ON CENTER WD - WOOD LONGITUDE 122.2777° W
<br /> EQUIP - EQUIPMENT OD - OUTSIDE DIpMETER �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 WP - WATERPROOFING f WORK POINT
<br /> EXIST - EXISTING QPNG - OPENING WPM - WATERPROOF MEMBRANE T
<br /> EXP - EXPANSION OPP - OPPOSITE WT - WEIGHT .
<br /> EXT - EXTERIOR OVS - OVERSIZED (HOLES) WWF - WELDED WIRE FABRIC �
<br /> W/ - WITH
<br /> W/0 - WITHOUT
<br /> XFMR - TRANSFORMER
<br /> YD - YARD OF�AN
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<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE 5UBTITLE CURRENT REVISION SYMBOL DATE
<br /> ��Y S� oJ ACCEPTABILITY R. REEVES os.zs.,s STRUCTURAL ABBREVIATIONS AND N4TES
<br /> ORIG 45-003 MODIFICATIONS PKOCESS AIR REVISIONS 1786915 CEI EO 06.26.18 ,c�, �, �F �AS�I� THIS DESIGN AND/OR � � 1786915 A 11 .21 .18
<br /> �.`� SPECIFICATION IS APPROVED K. WANG 06.26.18 SHEET
<br /> A 45-003 MODIFICATIONS FIATCH DOOR RELOCATION 1786915 CEI EO 11.21.18 B�E�H� � � • TITLE 45-003 MODIFICATIONS HATCH QOOR RELOCATION
<br /> APPROVED BY DEPT. DATE K. WANG 06.26.1$ ���� �
<br /> CHECKED
<br /> � � E. OJALA a6.26.,$ B U I LD I N G 45 003
<br /> �p G�, 38 �ti �jW APPROVED � JOB N0. COMP N0.
<br /> RA� E� ti� 1786915
<br /> S`�r�NAL F'�� APPROVED STRUCTURAL MASTER EVERETT, Wq °wc No. 45-003—S2b-1 .
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