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SNOmISLE TECH SKILLS CENTER
<br />WELDING SHOP REMODEL
<br />MUKILTEO SCHOOL DISTRICT NO.6
<br />Everett, Washington
<br />PERMIT SET
<br />02 APRIL , 2021
<br />PROJECT DATA PROJECT TEAM SHEET INDEX SYM80LS ABBREVIATIONS GENERAL PROJECT NOTES
<br />PROJECT DESCRIPTION
<br />OWNER
<br />PROJECT SCOPE INCLUDES INTERIOR REMODEL
<br />MUKILTEO SCHOOL DISTRICT
<br />OF EXISTING WELDING SHOP: DEMOLITION OF
<br />9401 SHARON DRIVE
<br />EXISTING WELDING BOOTH PARTITIONS,
<br />EVERETT, WA 98204
<br />INSTALLATION OF NEWWELDING BOOTHS
<br />PHONE: 425.356.6625
<br />CONSTRUCTION OF AN OFFICE WITHIN EXISTING
<br />WELDING SHOP SPACE. WORK ALSO INCLUDES
<br />MECHANICAL/ELECTRIAL MODIFICATIONS AS
<br />REQUIRED TO SUPPORT REMODELED SPACES.
<br />ARCHITECT
<br />MCGRANAHAN ARCHITECTS
<br />PROJECT ADDRESS
<br />2111 PACIFIC AVENUE, SUITE 100
<br />900E Airport Road
<br />P
<br />TACOMA, WA 98402
<br />Everett, WA 98204
<br />PHONE: 253.383.3084
<br />SNOHOMISH COUNTY TAX PARCEL NUMBER
<br />28041400203100
<br />MECHANICAL ENGINEER
<br />BCE ENGINEERS, INC.
<br />LEGAL DESCRIPTION
<br />602E 12TH STREET E, SUITE 200
<br />SEC 14 TWP 28 RGE 04TH PTN NWIA DAF - COM
<br />FIFE, WA 8424
<br />SIA COR SEC 14 TH N00*54 45W ALG CTR SEC LN
<br />53.92
<br />PHONE: 253.922.0446
<br />2639.485FT TO CTR SD SEC TH N00*55 36W ALG SD
<br />CTR SEC LN 1316.366FT TO NE COR S1/2 NW1/4 TH
<br />N89*48 49W ALG N LN S1I2NW1 /4 2636.351 FT TO W
<br />LN SD SEC TH S00*53 34E ALG W SEC LN 100.018FT
<br />TPB TH CONT S00*53 34E 914.358FT TH S89*48 49E
<br />ELECTRICAL ENGINEER
<br />1191.211 FT TH N00*53 34W 914.358FTTH N89*48
<br />BCE ENGINEERS, INC.
<br />49W 1191.211 FT TPB
<br />6021 12TH STREET E, SUITE 200
<br />FIFE, WA 98424
<br />PHONE: 253.922.0446
<br />JURISDICTION REFERENCE
<br />City of Everett
<br />ZONING DESIGNATION
<br />COST ESTIMATOR
<br />City of Everett: Light Industrial 2 (1-I2)
<br />RC COST GROUP
<br />917 PACIFIC AVENUE, SUITE 505
<br />TACOMA, WA 98402
<br />LOT AREA
<br />PHONE: 253.258.2925
<br />24.83 ACRES
<br />BUILDING AREA
<br />EXISTING BUILDING 2:
<br />36,895 SF (including horizontal projections)
<br />*NO CHANGE IN AREA WITH THIS PROJECT*
<br />PROJECT
<br />NORTH % i . 'A l ike ■ "' % i
<br />■ A A r.%
<br />GENERAL OFFICE ROOM NAME MATL MATERIAL 1. REFERENCE FIRST SHEET IN EACH DRAWING SERIES FOR ADDITIONAL APPLICABLE GENERAL NOTES.
<br />G0.00 COVER SHEET AND PROJECT INFORMATION D101 AND NUMBER A AT
<br />AB ANCHOR BOLT MAX MAXIMUM
<br />G0.01 CODE ANALYSIS & EGRESS PLAN ACOUST ACOUSTICAL MB MACHINE BOLT INCL WASHER / NUT 2. ALL WORK PERFORMED SHALL COMPLY WITH THESE GENERAL NOTES UNLESS OTHERWISE
<br />09A2B WALL TYPE INDICATOR, ACT ACOUSTICAL CEILING TILE MECH MECHANICAL NOTED ON THE DRAWINGS AND SPECIFICATIONS. THE GENERAL CONTRACTOR SHALL COORDINATE
<br />ARCHITECTURAL
<br />DEMOLITION
<br />SEE WALL TYPES SHEET ADJ ADJACENT M/E/P OR MEP MECHANICAL, ELECTRICAL, AND PLUMBING THE GENERAL NOTES WITH THE WORK OF ALL TRADES, INCLUDING BUT NOT LIMITED TO THE
<br />AED AUTOMATIC EMERGENCY. DEFIBRILLATOR &CABINET MFR MANUFACTURER MECHANICAL, ELECTRICAL, AND ACOUSTICAL TRADES.
<br />AD2.01 DEMOLITION FLOOR PLAN MH MANHOLE
<br />BUILDING AFF ABOVE FINISH FLOOR
<br />AD2.11 EXISTING PHOTOGRAPHS a4l, �01 01 ALUM ALUMINUM MICRO MICROWAVE 3. THE CONTRACTOR SHALL VISIT THE SITE AND BE KNOWLEDGEABLE OF CONDITIONS THEREOF.
<br />SECTION ANOD ANODIZED A0.01 MIN MINIMUM THE CONTRACTOR SHALL INVESTIGATE VERIFY AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE
<br />A0.01
<br />ARCHITECTURAL ASPH ASPHALT MLDG MOLDING PROJECT AND SHALL NOTIFY THE OWNERIARCHITECT OF CONDITIONS REQUIRING MODIFICATION
<br />A2.01 FLOOR PLAN ASSY ASSEMBLY MTL METAL BEFORE PROCEEDING WITH THE WORK.
<br />A3.01 REFLECTED CEILING PLAN & INTERIOR ELEVATIONS ATTACH ATTACHMENT NATL NATURAL
<br />01 ALT ALTERNATE NIC NOT IN CONTRACT 4. WHERE DISCREPANCIES EXIST BETWEEN DRAWINGS BY VARIOUS DISCIPLINES, ARCHITECTURAL DRAWINGS
<br />A10.01 DOOR SCHEDULE, FRAME TYPE & DETAILS, SIGNAGE SCHEDULE & TYPE WALL SECTION
<br />SHALL GENERALLY BE ASSUMED TO GOVERN. IN SUCH INSTANCES THE CONTRACTOR SHALL CONSULT THE
<br />A0.01 BD OR BIRD BOARD NO NUMBER
<br />BF BARRIER FREE NR NOT RATED ARCHITECT BEFORE PROCEEDING WITH THE WORK.
<br />MECHANICAL BITUM BITUMINOUS NOM NOMINAL
<br />M1.01 MECHANICAL LEGEND, SCHEDULES & ABBREVIATIONS BLDG BUILDING NTS NOT TO SCALE 5. CONDITIONS WHICH ARE NOT DETAILED SHALL BE ASSUMED TO BE SIMILAR IN CHARACTER TO THOSE WHICH
<br />MD2.01 PARTIAL FIRST FLOOR DEMOLITION PLANS 01 DETAIL CUT BLKG BLOCKING OC ON CENTER ARE. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CAN NOT BE DETERMINED THE CONTRACTOR
<br />A0.01 BM BEAM OD OUTSIDE DIAMETER SHALL NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.
<br />M2.01 PARTIAL FIRST FLOOR MECHANICAL PLANS BO BOTTOM OF OF OVERFLOW
<br />M3.01 MECHANICAL NOTES BOTT BOTTOM OVHD OVERHEAD 6. CONSTRUCTION OF WORK INDICATED ON DRAWINGS AS (NIC) IS NOT IN CONTRACT. THE CONTRACTOR
<br />1 BTWN BETWEEN OPER OPERABLE SHALL COORDINATE ALL TRADES OF HIS WORK, WHETHER DIRECTLY OR INDIRECTLY INVOLVED, WITH
<br />ELECTRICAL 1 BRG BEARING OPP OPPOSITE HAND NIC WORK,
<br />E0.01 ELECTRICAL LEGEND 0E ^ INTERIOR / EXTERIOR CB CATCH BASIN OPNG OPENING
<br />2 4 OR 11A0.0E ELEVATION ELEVATION CEM CEMENT OTS OPEN TO STRUCTURE 7. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL APPLICABLE CODES AND GOVERNING AUTHORITIES
<br />ED2.01 LIGHTING DEMOLITION PLAN A0.01
<br />CG CORNER GUARD OTA OPEN TO ABOVE AND SHALL BE OF BEST PRACTICE OF EACH TRADE
<br />E2.01 LIGHTING PLAN CJ CONTROL JOINT OVHG OVERHANG
<br />E3.01 POWER PLAN 3 CLG CEILING PENE PENETRATION 8. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. DO NOT SCALE THE DRAWINGS.
<br />E6.11 PANEL SCHEDULES CMU CONCRETE MASONRY UNIT PERF PERFORATED
<br />CO CLEAN OUT PI POST INDICATOR 9. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO PROCEEDING WITH THE WORK. THE
<br />E DETAIL COL COLUMN PJSC PROJECTION SCREEN CONTRACTOR IS TO NOTIFY THE ARCHITECT OF ANY DISCREPANCIES/ CORRECTIONS.
<br />A0.01 CONC CONCRETE PL PLATE
<br />CORK CORRIDOR PLAM PLASTIC LAMINATE 10. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BACK-UP PLATES AND SUPPORTING
<br />CORRUG CORRUGATED PLAS PLASTER BRACKETS REQUIRED FOR THE BEST POSSIBLE INSTALLATION OF ALL OWNER FURNISHED ITEMS, AND ALL WALL
<br />CL CENTER LINE PNL PANEL MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL OR MISCELLANEOUS EQUIPMENT.
<br />CPT E-V T FLR MATERIAL BREAK CLR CLEAR PNT PAINT
<br />CONN CONNECT POLY POLYSTYRENE 11. THE FLAME SPREAD RATING FOR ALL MATERIALS SHALL CONFORM TO ALL APPLICABLE CODES.
<br />CONT CONTINUOUS PR PAIR
<br />CPT CARPET PROT PROTECTION 12. REFER TO CERTIFIED MECHANICAL AND ELECTRICAL CONTRACTOR'S DRAWINGS AND MANUFACTURER'S
<br />CSA CLADDING SUPPORT ASSEMBLY PSI POUND PER SQUARE INCH TEMPLATE DRAWINGS FOR ALL MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, BOLT SETTING
<br />CSK COUNTERSINK PT PRESSURE OR PRESERVATIVE TREATED TEMPLATES, SPRING AND VIBRATION ISOLATORS, ETC. NOT SHOWN ON DRAWINGS.
<br />CW CURTAINWALL PTN PARTITION
<br />DOOR NUMBER D CLOTHES DRYER PVC POLYVINYL CHLORIDE 13. PROVIDE PROPER ANCHORAGE OF ESSENTIAL EQUIPMENT IN ACCORDANCE WITH APPLICABLE CODES.
<br />DBL DOUBLE PW OR PLYWD PLYWOOD
<br />OSF01 WINDOW TYPE DEMO DEMOLISH QT QUARRY TILE 14. ALL PIPE DUCTS, BUSS DUCTS AND CONDUITS THAT PENETRATE FLOOR SLABS AND/OR RATED WALLS SHALL BE
<br />DF DRINKING FOUNTAIN R RISER INSTALLED IN A MANNER WHICH WILL PRESERVE THE FIRE RESISTIVE AND STRUCTURAL INTEGRITY OF THE
<br />DIA, 0 DIAMETER RAD RADIUS BUILDING.
<br />DN DOWN RCP REFLECTED CEILING PLAN
<br />DO DITTO OR REPEAT ADJACENT ELEMENT RD ROOF DRAIN 15. COORDINATE PLACEMENT OF ALL CEILING ELEMENTS WITH MECHANICAL, ELECTRICAL AND CEILING INSTALLER.
<br />DR DOOR RE REFER TO WHERE DISCREPANCIES EXIST BETWEEN DRAWINGS AND INSTALLATION, THE GENERAL CONTRACTOR SHALL
<br />DS DOWNSPOUT REF REFRIGERATOR CONSULT WITH THE ARCHITECT PRIOR TO THE PROCEEDING WITH THE WORK.
<br />R01 DWG(S) DRAWING(S) RES RESILIENT
<br />INTERIOR RECITE TYPE (E) OR EXIST EXISTING REQD REQUIRED 16, PROVIDE ACCESS PANELS FOR MECHANICAL AND ELECTRICAL EQUIPMENT AS REQUIRED BY APPLICABLE CODES.
<br />EA EACH RM ROOM ALL ACCESS PANELS SHALL BE CONCEALED AND LCOATIONS SHALL BE SUBMITTED TO THE ARCHITECT FOR
<br />EIFS EXTERIOR INSULATION FINISH SYSTEM RR RESTROOM REVIEW PRIOR TO START OFTHE WORK. ELECTRICAL"J" BOXES, PLUMBING CLEAN OUTS, FIRE DAMPERS AND
<br />A - GRID LINE EJ EXPANSION JOINT RUB RUBBER OTHER SIMILAR ITEMS REQUIRING ACCESS ARE NOT TO BE LOCATED ABOVE GYPSUM BOARD OR SIMILAR
<br />ELECT ELECTRICAL RWL RAIN WATER LEADER CEILINGS.
<br />ELEV OR EL ELEVATION SAC SUSPENDED ACOUSTICAL CEILING
<br />EMER EMERGENCY SAM SELF ADHERED MEMBRANE 17. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT PRIOR TO STARTING THE WORK COMPREHENSIVE LAYOUT
<br />- - CENTER LINE EMBED EMBEDMENT SCHED SCHEDULE DRAWINGS INDICATING DIMENSIONAL LOCATION OF ALL VISIBLE BUILDING ELECTRICAL, AUTOMATION, SECURITY,
<br />EN ENAMEL SC SOLID CORE LIFE SAFETY, CONTROL, ETC. EQUIPMENT.
<br />ENL ENLARGED SCL STRUCTURAL COMPOSITE LUMBER
<br />EPS EXPANDED POLYSTYRENE SD SOAP DISPENSER 18. THE CONTRACTOR SHALL COORDINATE AND PROVIDE ALL SLAB AND WALL OPENINGS REQUIRED BY MECHANICAL
<br />EQ EQUAL SEC SECURITY AND ELECTRICAL DRAWINGS.
<br />EQUIP EQUIPMENT SF STOREFRONT
<br />15'-8" EXP EXPANSION SHEATH SHEATHING 19. THE INSULATION CONTRACTOR IS TO PROVIDE A CERTIFICATE OF COMPLIANCE TO THE ARCHITECT/OWNER UPON
<br />REFERENCE EXT EXTERIOR SHT SHEET THE COMPLETION OF WORK.
<br />T 0 SLAB OR ELEVATION EXTR EXTRUDED SIM SIMILAR
<br />- (�
<br />100-6 _ FB ELECTRICAL FLOOR BOX SPEC SPECIFICATION. 20. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO PREVENT MOLECULAR
<br />FD FLOOR DRAIN Sp STANDPIPE ASSY INCL FIRE EXTINGUISHER BREAKDOWN AND GALVANIC ACTION.
<br />OR WORK POINT FE FIRE EXTINGUISHER - SEE SYMBOLS
<br />FE-K FIRE EXTINGUISHER- KITCHEN TYPE - SEE SYMBOLS SSPEAKER
<br />FEC. FIRE EXTINGUISHER CABINET -SEE SYMBOLS SQ SQUARE 21. CEILING HEIGHT DIMENSIONS ARE FROM DESIGNED FINISHED FLOOR TO FINISHED CEILING SURFACES UNLESS
<br />F FACTORY FINISH S/S OR SS STAINLESS STEEL NOTED OTHERWISE.
<br />FFIRE HYDRANT STC SOUND TRANSMISSION COEFFICIENT
<br />F
<br />STD STANDARD 22. PROVIDE FIRE DAMPERS OR DOORS WHERE DUCTS PENETRATE FIRE RATED WALLS OR CEILINGS UNLESS NOTED
<br />FIN FINISHED) STL STEEL OTHERWISE.
<br />FLASHG FLASHING STOR STORAGE
<br />FEC SEMI -RECESSED FIRE EXTINGUISHER CABINET FLR FLOOR OR FLOORING STRUCT STRUCTURAL 23. GENERAL CONTRACTOR TO PROVIDE ALL REQUIRED SIGNAGE (MAXIMUM OCCUPANT LOAD, BUILDING
<br />-�` FM FACTORY MUTUAL SUSP SUSPENDED ACCESSIBILITY, ETC.) AS REQUIRED BY LOCAL BUILDING CODE AUTHORITY IN ORDER TO RECEIVE PERMANENT
<br />FOIC FURNISHED BY OWNER INSTALLED BY CONTRACTOR T TREAD PROJECT OCCUPANCY.
<br />SURFACE MOUNTED FIRE FOIO FURNISHED BY OWNER INSTALLED BY OWNER T & G TONGUE & GROOVE
<br />�O FE EXTINGUISHER F0 FACE OF TERM TERMINATION 24. ALL SURFACES EXPOSED TO VIEW SHALL BE PROVIDED IN A FINISHED CONDITION (PAINTED, SEALED, CLEANED,
<br />FP FIREPLACE THRESH THRESHOLD ETC).
<br />FIRM FRAME TO TOP OF
<br />9 CG CORNER GUARD FRMG FRAMING TRTD TREATED 25. DEMOLITION/CONSTRUCTION SHALL CONFORM TO CHAPTERS 14 IFC AND 33 IBC.
<br />FRP FIBERGLAS REINFORCED PANEL(S) TYP TYPICAL
<br />FRZ FREEZER TS TUBE STEEL
<br />EXPANSION JOINT FT ` FOOT OR FEET UL UNDERWRITERS LABORATORY
<br />E J GA GAUGE LINO UNLESS NOTED OTHERWISE
<br />GALV GALVANIZED U/S UNDER SIDE
<br />GL GLASS VCT VINYL COMPOSITION TILE FE3
<br />ERETT FIRE DEPT. REVIEW
<br />GLU-LAM GLUE LAMINATED VIF VERIFY IN FIELD
<br />C J CONTROL JOINT GWB GYPSUM WALL BOARD V PLAS VENEER PLASTER PPROVED
<br />GYP GYPSUM VERT VERTICAL PPROVED WITH CHANGES NOiEO
<br />ICEIWATER SHIELD, HDBD HARDBOARD VWC VINYL WALL COVERING C��'�� r r. �� E _ i ,�1.. REVISE AND RESUaMi{
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<br />HC HANDICAP rl REJECTED•
<br />architect
<br />MCGRANAHAN ARCHITECTS
<br />mechanical engineer -
<br />BCE ENGINEERS
<br />electrical engineer
<br />BCE ENGINEERS
<br />9440 REGISTERED
<br />ARCHITECT
<br />ANDREW M H UNG
<br />STATE OF WA HINGTON
<br />project-
<br />SNO-ISLE TECH SKILLS CENTER
<br />WELDING SHOP REMODEL
<br />client_
<br />MUKILTEO SCHOOL DISTRICT NO.6
<br />location-
<br />EVERETT. WA
<br />Project No. 2017.000
<br />COVER SHEET
<br />AND PROJECT
<br />INFORMATION
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<br />Tro REV1E 1lVEt FOR PERT` H,IuNoauT
<br />AIR BARRIER
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<br />£D CMECKils1'/
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<br />HOUR t DOCUMENTS HAVE N provision of
<br />HRWDO WINDOW ®T SEEN cancel of set aside 8>fiX PERMIT 02 APR 21
<br />APPROVED
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<br />app{Icabte regulations
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<br />Address:
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<br />BATT INSULATION
<br />App. Date: 4/8/2021
<br />Proposed Use: COMMERCIAL ALTERATIONS
<br />Description: REMODEL OF EXTG WELDING SHOP W/ AN
<br />OFFICE WITHIN THAT SPACE
<br />RIGID INSULATION
<br />■
<br />Reviewed By: Date: //lam \` �
<br />architects
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<br />Office Set 1oh Site Set FirefPlanning Set
<br />1/2" SEALANT JOINT � l"!LQ
<br />McGRANAHAN WITH BACKER ROD nri
<br />ORIGINAL SHEET IS 30" x 42"
<br />copyright 2020
<br />all rights reserved
<br />APR Q 7 2021 sheet_
<br />*NOTE: SEE INDIVIDUAL DRAWINGS FOR LEGENDS &
<br />DEFINITION OF POCHE USED TO REPRESENT LARGE AREAS CITY OF EVERETT
<br />OF REPETITIVE MATERIALS. a GO,00
<br />Permit Services
<br />
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