3003 W CASINO RD 2017 BLDG 45-12 Plans 2022-11-08 (4)

, __ �_�__ _ __ _ _ _ .; STR U CT� RA� AB B R E�IATI 0 N S �ENERA� NOTEs BUILDING CODE 1 . THE STRUCTURAL DRAWINGS REPRESENT THE DESIGN OF THE PRIMARY STRUCTURE 1 . ALL CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE & — AND — PAF — POWDER ACTUATED FASTENER BASED ON PRESCRIBED LOADS, (SEE "DESIGN CRITERIA" SECTION), IMP�SED ON REQUIREMENTS OF THESE DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES FW FINISH{ED) THE STRUCTURE PER THE BUILDING CODE. SEE "APPLICABLE CODES AND AND REGULATIONS OF THE INTERNATIONAL BUILDING CODE (IBC), 2012 EDITI�N, C� — AT FLG — FLANGE PAR — PARALLEL/PARAPET AS ADOPTED AND AMENDED BY THE CITY OF EVERETT, °, DEG — DEGREE FLR — FLOOR PCC — PRECAST CONCRETE STANDARDS". THE PRIMARY STRUCTURE OF THE BUILDING IS DEFINED AS THE �, DIA — DIAMETER FO xxx — FACE OF xxx PEMB — PRE ENGINEERED METAL BUILDING FOUNDATIONS, BEARING WALLS, SHEAR WALLS, COLUMNS, BEAMS, SLABS, FLOOR ER A R FE ED 0 T B LDI C E, (E), EXIST — EXISTING FOC — FACE OF CONCRETE PEN — PENETRATE/PENETRATION FRAMWG ANQ LATERAL FORCE RESISTING ELEMENTS REQUIRED TO MAINTAW THE * FOR EDC STATIC TEST FACILITY — PHASE 2 BUILDING COQE, SEE SHEEf S2C. ' �� NO — NUMBER FOF — FACE OF FINISH PIL — PILASTER STABILITY OF THE COMPLETED STRUCTURE AS A WHOLE. B #, LB — POUND FOS — FACE OF STEEL PJP — PARTIAL JOINT PENETRATION 2. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2. WHERE NOTED IN THE STRUCTURAL NOTES, CONSTRUCTION, MATERIALS, AND + ' FP — FIREPROOF(ING) WELD REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, AND THE CODES, WORKMANSHIP SHALL ALSO CONFORM TO THE FOLLOWING STANDARDS. WHERE AB — ANCHOR BOLT /FIRE PROTECTION PL — PLATE RULES AND REGULATIONS OF THE BUILDING CODE AS DEFINED IN THE "BUILDING THESE STANDARDS CONFLICT WITH THE BUILDING CODE, THE CODE ABV — ABOVE FRT — FIRE RETARDANT TREATED PLCS — PLACES CODE" SECTION. SHALL GOVERN. ADDL — ADDITIONAL FS — FAR SIDE PNL — PANEL ADH — ADHESIVE �f — FOOT, FEET PRCST — PRECAST GENERAL ' ADJ — ADJACENT FTG — FOOTING PREFAB — PREFABRICATED 3. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE, THEY DO NOT AFS — ABOVE FINISHED SLAB PSF — POUNDS PER SQUARE FOOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE — _ — 0 DS PER S UARE INCH ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. ASCE7 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" ALT ALTERNATE GA GAGE/GAUGE PSI P UN Q SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED T0, BRACING, SHORING AMERICAN SOCIETY OF CIVIL ENGINEERS r ALUM — ALUMINUM GALV — GALVANIZED PT — POST TENSIONED/PRESSURE TREATED F�R LOAQS QUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO ASCE/SEI 7 — 2010 EDITION APPROX — APPROXIMATE GEN — GENERAL PUR — PURLIN THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF . AR — AS REQUIRED GLU LAM — GLUE LAMINATED TIMBER THE ABOVE ITEMS. HOT ROLLED STEEL ARCH — ARCHITECTURAL GR — GRADE R — RADIUS ASPH — ASPHALT GR BM — GRADE BEAM RC — REINFORCED CONCRETE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY BRACING AS REQUIRED AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" ASSY — ASSEMBLY GYP BD — GYPSUM BOARD RD — ROOF DRAIN FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL MEMBERS ARE IN AMERICAN INSTITUTE OF STEEL CONSTRUCTION REF — REFERENCE PLACE AND F�NAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH ANSI/AISC360 — 2010 EDITION � B PL — BASE PLATE H — HIGH REINF — REINFORCING THE PIANS. BLDG — BUILDING HDR — HEADER REQD — REQUIRED BLKG — BLOCKING HGR — HANGER RO — ROUGH OPENING 5. CONSTRUCTION TOLERANCES SHALL CONFORM TO THE BUILDING STANDARDS SPECIFIED AISC "SPECIFICATION FOR STRUCTURAL JOINTS BLW — BELOW HLDN — HOLDDOWN RST — REINFORCING STEEL W THE "BUILDING CODE" SECTION. USING ASTM A325 OR A490 BOLTS" , BM(S) — BEAM(S) HORIZ — HORIZONTAL RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS BO xxx — BOTTOM OF xxx HSS — HOLLOW STRUCTURAL SC — SLIP CRITICAL 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE JUNE 3Q, 2004 BOT — BOTTOM SECTION SCHED — SCHEDULE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. BRB — BUCKLING RESTRAINED BRACE HT — HEIGHT SECT — SECTION AISC-341 "S�ISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS" BRG — BEARING HVAC — HEATING, VENTILATING AND SLRS — SEISMIC LOAD RESISTING SYSTEM 7. IF ANY ERRORS OR OMISSIONS APPEAR TO EXIST IN THESE DRAWINGS, AMERICAN INSTITUTE OF STEEL CONSTRUCTION BS — BOTH SIDES AIR CONDITIONING SHT — SHEET SPECIFICATIONS, OR OTHER CONTRACT QOCUMENTS; THE CONTRACTOR SHALL NOTIFY ANSI/AISC341 — 201 Q EDITION BTWN — BETWEEN SHTHG — SHEATHING THE ENGINEER IN WRITING OF SUCH OMISSION OR ERROR ' - ID — INSIDE DIAMETER SIM — SIMILAR BEFORE PROCEEDING WITH THE WORK. AISC-303 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" _ C — CHANNEL IF — INSIDE FACE SJ — SAWCUT CONTRACTION JOWT AMERICAN INSTITUTE OF STEEL CONSTRUCTION CANT — CANTILEVER IJ — ISOLATION JOINT SL — SLOPE 8. NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND AISC303 — 2010 EDITION CDF — CONTROLLED DENSITY FILL IN — INCHES SMS — SHEET METAL SCREW TYPICAL DEI-AILS. WHERE NOTES AND DETAILS ON DRAWINGS AND THESE CONCRETE CEM PLAS — CEMENT PLASTER INFO — INFORMATION SPEC — SPECIFICATION GENERAL NOTES AND TYPICAL DETAILS ARE IN CONFLICT WITH THE PROJECT CIP — CAST—IN—PLACE INSUL — INSULATE/INSULATION SPCS — SPACES SPECIFICATIONS, THE MOST STRINGENT SHALL APPLY. CONQITIONS NOT ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" ' CJ — CONSTRUCTION JOINTf CONTROL JOINT INT — INTERIOR SQ — SQUARE SPECIFICALLY SHOWN SHALL BE CONSTRUCTED AS SHOWN FOR SIMILAR WORK, AMERICAN CONCRETE INSTITUTE CJP — COMPLETE JOINT PENETRATION SSH — SHORT SLOTTEQ HOLE SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER. I — 0 0 WELD JST — JOIST SST — STAINLESS STEEL D CL — CENTER LINE JT — JOINT STAG — STAGGERED 9. MANUFACTURED MATERIALS SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR * FOR EDC STATIC TEST FACILITY — PHASE 2, SEE SHEET S2C. I� CLR — CLEAR(ANCE) STD — STANDARD TO THEIR USE. ALL REQUIREMENTS OF THOSE APPROVALS SHALL BE FOLLOWED. � CMU — CONCRETE MASONRY UNIT KIP — KIP (1 000 POUNQS) STIF — STIFFENER ACI "S CI ATI S R R U C E - COL — COLUMN KSI — KIPS PER SQUARE INCH STIR — STIRRUP 10. SEE ARCHITECTURAL DRAWINGS & PROJECT SPECIFICATIONS FOR THE FOLLOWING: AMERICAN CONCREI-E INSTITUTE �� .. CONC — CONCRETE KWY — KEYWAY STL JST — STEEL JOIST A. SIZE & LOC OF ALL DOOR & WINDOW OPENINGS & THRESHOLD REQUIREMENTS. AC1301 — 2a10 EDITION , CONN — CONNECT(ION) B. SIZE & LOC OF ALL NON—BEARING PARTITIONS. CONSTR — CONSTRUCTION L — ANGLE/LENGTH SLRS — SEISMIC LOAD RESISTING SYSTEM C. SIZE & LOC OF ROOF, FLOOR, & WALL OPENINGS. ACI "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" CONT — CONTINUOUS LBR — LUMBER STRUCT — STRUCTURAL D. SIZE 8c LOC OF DEPRESSED AREAS, CHANGES IN ELEVATIONS, FLOOR & ROOF AMERICAN CONCRETE INSTITUTE CONTR — CONTRACTOR LLBB — LONG LEG BACK TO BACK SYMM — SYMMETRICAL QRAINS, SLOPES, SUMPS, CONCRETE CURBS, LEDGES, PADS & ISLANDS, AC1315 — 1999 EDITION COORD — COORDINATE LLH — LONG LEG HORIZONTAL TB — THROUGH BOLT CHAMFERS, GROOVES, INSERTS, EMBEDDED ITEMS, FINISH REQUIREMENTS, MISC CSK — COUNTER SUNK LLV — LONG LEG VERTICAL TBC — THREADED BAR COUPLER STEEL ETC. ACI "SPECIFICATION FOR SHOTCRETE" CTR — CENTER(ED) LOC — LOCATION TBR — TO BE REMOVED E. QIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. AMERICAN CONCRETE INSTITUTE , LONG — LONGITUDINA� TD — TRENCH DRAIN F. EXTERIOR WALL SYSTEMS. AC1506.2 — 1995 D — DEPTH jDEEP LSH — LONG SLOTTED HOLE THK - TNICK NESS DC — DEMAND CRITICAL /LONG SIDE HORIZONTAL t } 11 . SEE MECHANICAL, PLUMBING, ELECTRICAL AND OTHER SPECIALTY DRAWINGS AND ACI-117 "STANDARD SPEGIFICATIONS FOR TOLERANCES FOR CONCREI�E DBL — DOUBLE LSV — LONG SIDE VERTICAL TO xxx — TOP OF xxx PROJECT SPECIFICATIONS FOR THE FOLLOWING: �� TOC — TOP OF CONCRETE A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, SUMPS, WALL, LID AND FLOOR CONSTRUCTION AND MATERIALS DEG — DEGREE LT — LIGHT TOF — TOP OF FOOTING AMERICAN CONCRETE INSTITUTE DEMO — DEMOLITION LWC — LIGHTWEIGHT CONCRETE OPENINGS, ETC., NOT SHOWN OR NOTED. AC1117 — 2006 ' TOGB — TOP OF GRADE BEAM B. (ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. D E T — D E T A I L TOS — TOP OF STEEL S T E E L Q E C K DIA — DIAMETER MAX — MAXIMUM C. ANCHORAGE AND BRACING FOR ELECTRICAL, MECHANICAL OR PLUMBING MB — MACHINE BOLT TOSL — TOP OF SLAB EQUIPMENT TO THE STRUCTURE. DIAG _ DIAGONAL/DIAGRAM MBR — MEMBER TOW — TOP OF WALL D. ANCHOR BOLTS FOR MOTOR MOUNTS. SDI "DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS, DIM DIMENSION TRANSV — TRANSVERSE AND ROOF DECKS" DIR — DIRECTION MECH — MECHANICAL TRTD — TREATED E. SIZE, WEIGHT AND LOCATION OF MACHINES AND EQUIPMENT BASES. STEEL DECK INSTITUTE � DIST — DISTANCE MEZZ — MEZZANINE -�yP — TYPICAL 2Qa� DN — DOWN MFR — MANUFACTURE(R/D) 12. FRAMING MEMBERS WHICH ARE NOT DIMENSIONED SHALL BE EQUALLY SPACED . T/C — TENSION/COMPRESSION CORD BETWEEN DIMENSIONED POINT OF MEMBERS. ` � DWG — DRAWING MFR REC — MANUFACTURER'S T&B — TOP AND BOTTOM SDI "DIAPHRAGM DESIGN MANUAL THIRD EDITION" - DWL — DOWEL RECOMMENDATIONS T&G — TONGUE AND GROOVE 13. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL MEMBERS STEEL DECK INSTITUTE MH — MANHOLE UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE 2004 . EA — EACH MID — MIDDLE UON — UNLESS OTHERWISE NOTED STRUCTURAL ENGINEER WHEN QRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, EF — EACH FACE MIN — MINIMUM ETC., LARGER THAN 6 INCHES NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT COLD FORMED STEEL EJ — EXPANSION JOINT MISC — MISCELLANEOUS VAR — VARIATION/VARIES WHICH ARE LOCATED IN STRUCTURAL MEMBERS. EL — ELEVATI4N VIF — VERIFY IN FIELD AISI "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF ELEC — ELECTRICAL NA — NOT APPLICABLE VNR — VENEER 14. MATERIAL SPECIFICATIONS ARE ASTM LATEST EDITION. COLD FORMED STEEL STRUCTURAL MEMBERS" � ELEV — ELEVATOR NIC — NOT IN CONTRACT VRFY — VERIFY AMERICAN IRON AND STEEL INSTITUTE - EMBED — EMBEDMENT/EMBEDDED NIP — NOT IN PERMIT VERT — VERTICAL 2007 EDITION � EOR — ENGINEER OF RECORD NORM — NORMAL ,;,. EOS — EDGE OF SLAB NO — NUMBER � EQ — EQUAL NS — NEAR SIDE W — WIDE/WIDTH EQL SP — EQUALLY SPACED NTS — NOT TO SCALE �D — WOOD . EQUIP — EQUIPMENT WF — WIDE FLANGE ES — EACH SIDE 0/ — OVER WHS — WELDED HEAQED STUDS ��T�( ,�� V��T�T ESCAL — ESCALATOR OC — ON CENTER WO — WHERE OCCURS _ _ _ WP — WATERPROOFING/WORK POINT ��'�� EW EACH WAY OD OUTSIDE DIAMETER WPM — WATERPROOF MEMBRANE EXIST — EXISTING OF — OUTSIDE FACE WT — WEIGHT EXP — EXPANSION OFS — OUTSIDE FACE OF STUDS WWF — WELDED WIRE FABRIC EXT — EXTERIOR OPH — OPPOSITE HAND OPNG — OPENING W/ — WITH OPP — OPPOSITE W/0 — WITHOUT ' OVS — OVERSIZED (HOLES) XFMR — TRANSFORMER QF�A� _ ISSUE FaR PERMIT N G I H E E R S YD YARD O^ ■ �/ O■^/'� � "J 1601 Fifth Avenue,Suite 900�Seattle,WA 98101 � I L� / ph 206.623.0717(fax 206.624.3775 coffman.com LA5TING creativiry�results��e�ationshipa ' DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE �(�t,Y S. 0� ACCEPTABILITI' R. REEVES 09.04.,5 STRUCTURAL ABBREVIATIONS w444os64 B 03.�0.�7 '�b oF W�S l THIS DESIGN AND/OR CHECKED - EDC STATIC TEST FACILITY W3099715 RLR EO 10.02.15 �'��' '� SPECIFICATION IS APPROVED R. MORGAN 09.04.15 & GENERAL NQTES SHE�r ° A EDC STATIC TEST FACILIIY - AS-BUILTS W3099715 CEI EO 10.03.16 � �� , � APPROVEQ BY DEPT. DATE R GMORGAN 09.04.15 �LE EDC STATIC TEST FACILITY — PHASE 2 BOE�� CHECKED S2A . B EDC STATIC TEST FACILIlY - PHASE 2 W4440664 CEI EO 03.1 Q.17 � 1 '� � E. OJALA 09.04.15 B U I LD I N� 45-012 � �� w �oe No. W3Q99715 COMP N0. � � 33831 APPROVED �S'S+I�NA��~ APPROVED STRUCTURAL MASTER EVEREiT, Wq °wc r,o. 45-012—S2A 3 s/n