The URL can be used to link to this page

230407 - PO City Hall Bid SetPROJECT INFORMATION RIC�`eYgZISMILLER PORT ORCHARD CITY HALL -BUILDING IMPROVEMENTS PORT ORCHARD CITY HALL BID DOCUMENTS PROJECT DESCRIPTION PROJECT CONSISTS OF A TOTAL ENVELOPE REPLACEMENT INCLUDING EXTERIOR FAQADE, WINDOWS, DOORS, ROOFING SYSTEM, AND CLOCK SYSTEM. PROJECT ALSO INCLUDES HVAC REPLACEMENT WITH NEW CONTROLS AND LED LIGHTING CONVERSION THROUGHOUT THE BUILDING. FINALLY, PROJECT WILL RELOCATE THE MAIN ELECTRICAL SERVICE, ADD A NEW BACKUP GENERATOR, AND ADD A NEW PHOTOVOLTAIC SYSTEM MOUNTED ON A PRE- FABRICATED STRUCTURE IN THE PARKING AREA. ADDITIONAL INTERIOR SCOPE INCLUDES A RENOVATION TO THE POLICE DEPARTMENT AND NEW ADA COUNTERS AND TRANSACTION WINDOWS TO THE ADMINISTRATION AND COURT OFFICE AREAS. SITE ADDRESS 216 PROSPECT STREET POULSBO, WA 98366 SITE ZONING PUBLIC FACILITIES (PF) LEGAL DESCRIPTION LOTS, 1, 2,3 AND 4, BLOCK 8, S.M. STEVENS TOWN PLAT OF SIDNEY, AS PER PLAT RECORDED IN VOLUME 1 OF PLATS, PAGE 1, RECORDS OF KITSAP COUNTY, WASHINGTON; EXCEPT THE WEST 2 FEET OF THE SOUTH 15 FEET OF LOT 4; TOGETHER WITH THAT PORTION OF SR 166 DEEDED TO CITY OF PORT ORCHARD UNDER AUDITOR'S FILE NO.3002253; TOGETHER WITH THAT PORTION OF VACATED BANK STREET ADJOINING AS PER CITY OF PORT ORCHARD ORDINANCE NO. 971, DATED APRIL 12, 1976. PARCEL NUMBERS) 4650-008-001-0106 AUTHORITY HAVING JURISDICTION CITY OF PORT ORCHARD COMMUNITY DEVELOPMENT 720 PROSPECT STREET PORT ORCHARD, WA 98366 (360) 874-5533 VICINITY MAP PROJECT SITE �1 � Prospect ql `des bn� K trap S[ F^�¢P Gekalb �„ a' Sweq�sr v P'y nwlght St i rq y^ w s Z Jl or S( m U h a Q U - x � � U s � O Z o 4 U llelcher 51 W Wlche, 5t n Q � � 1 Q m C PROJECT TEAM OWNER STRUCTURAL PORT ORCHARD CITY HALL WSW ENGINEERING PLLC 216 PROSPECT STREET POULSBO, WA 98366 CHRIS HAMMER BILL WILLIAMS KCHAMMER@PORTORCHARDWA.GOV (206) 402-2906 WILLIAMS@WSWENG.COM ARCHITECT MECHANICAL RICE FERGUS MILLER ECOTOPE 275 5TH ST, SUITE 100 1917 1ST AVE BREMERTON, WA 98337 SEATTLE, WA 98101 DEAN KELLY, PRINCIPAL MORGAN HEATER 360-362-5043 (206)596-4709 DKELLY@RFMARCH.COM MORGAN@ECOTOPE.COM JASON RITTER, PROJECT ARCHITECT CIVIL (858) 254-2930 JRITTER@RFMARCH.COM NL OLSON 2453 BETHERL RD SE PORT ORCHARD, WA 98366 WESJOHNSON (360)876-2284 WJOHNSON@NLOLSON.COM i VJdves RBI pl"ko 1-, Cc NORTH ELECTRICAL CROSS ENGINEERS, INC. 923 MARTIN LUTHER KING JR WAY TACMOA, WA 98405 SCOTT KELLY (253)759-0118 SCOTK@CROSSENGINEERS.COM ENVELOPE DESIGN WETHERHOLT AND ASSOCIATES 14715 NE 95TH STREET, SUITE 100 REDMOND, WA 98052 DON DAVIS (206)817-8853 DOND@WETHERHOLT.COM ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT ✓ DEAN E. KEL STATE OF WASHI Z J J m Q J wco 200 00 Q = Z Lu U w � m � W Q Il C/) w v0=o0 / < Ca_ = DC U o CL 0 No^ 0 0 0 CL PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE COVER SHEET SHEET # A00.01 ABBREVIATIONS SYMBOL LEGEND -- A- -- F CONTINUED -- 0 -- -- T -- --ANNOTATIONS-- A AMP FMF FLEXIBLE MEMBRANE FLASHING 0/ OVER T TREAD, A/V AUDIO VISUAL FOB FACE OF BRICK CA OVERALL TILE PLAN AB ANCHOR BOLT FOC FACE OF CONCRETE OC ON CENTER T&B TOP AND BOTTOM NORTH ACC ACCESSORIES FOF FACE OF FINISH OCC OCCUPANTS, T&G TONGUE AND GROOVE o�c� ACST ACOUSTIC(AL) FOM FACE OF MASONRY OCCUPANT LOAD, TB TOWEL BAR NORTH ARROW ACT ACOUSTIC CEILING TILE FOS FACE OF STUD OCCUPANCY TEL TELEPHONE ADJ ADJACENT, FPL FIREPLACE OD OUTSIDE DIAMETER TEMP TEMPORARY, ADJUST(ABLE) FRP FIBER REINFORCED PLASTIC OFCI OWNER FURNISHED & CONTRACTOR INSTALLED TEMPERATURE AFF ABOVE FLOOR FINISH FRTW FIRE RETARDANT TREATED WOOD OFD OVERFLOW DRAIN TER TERRAllO O GRID LINE ALT ALTERNATE FRZ FREEZER OFF OFFICE THK THICK(NESS) ALUM ALUMINUM FS FULL SIZE OGL OBSCURE GLASS TI TENANT IMPROVEMENT APPROX APPROXIMATELY FT FOOT, OH OVERHEAD TL TOTAL LOAD LEVEL1 ARCH ARCHITECT(URAL) FEET OPH OPPOSITE HAND TMPD TEMPERED - ELEVATION LEVEL AUTO AUTOMATIC FTG FOOTING OPNG OPENING TO TOP OF 0, 0„ FURN FURNITURE OPP OPPOSITE TOB TOP OF BEAM ORD OVERFLOW ROOF DRAIN TOC TOP OF CURB, 0ll B -- OZ OUNCE TOP OF CONCRETE SPOT ELEVATION BATH BATHROOM G -- TOF TOP OF FOOTING, BD BOARD G GROUND TOP OF FLOOR, BED BEDROOM GA GAUGE P-- TOP OF FRAME BLDG BUILDING GALV GALVANIZED P PAINT(ED), TOS TOP OF SLAB, �� BREAK LINE BLKG BLOCKING GAR GARAGE PANTRY TOP OF STEEL BM BEAM GB GRAB BAR PC PORTLAND CEMENT TOW TOP OF WALL BO BOTTOM OF GC GENERAL CONTRACTOR PCC PRECAST CONCRETE TPD TOILET PAPER DISPENSER BTWN BETWEEN GEN GENERAL PED PEDESTAL TR TRANSITION STRIP REVISION CLOUD W/ TAG BUR BUILT UP ROOFING) GFRG GLASS FIBER REINFORCED GYPSUM PERF PERFORATED TV TELEVISION Z�= REF GI GALVANIZED IRON PERM PERMANENT TYP TYPICAL GL GLASS, PERP PERPENDICULAR C GLAZING PFP PREPARED FOR PAINT CAB CABINET GLULAM GLUE LAMINATED PIV POST INDICATOR VALVE -- U -- CALC CALCULATION GR GROSS PL PLATE, UC UNDERCOUNTER, CB CATCH BASIN, GT GROUT PROPERTY LINE UNDERCABINET, CORNER BEAD GWB GYPSUM WALL BOARD PLAM PLASTIC LAMINATE UNDERCUT CEM CEMENT PLAS PLASTER UGND UNDERGROUND CFOI CONTRACTOR FURNISHED & OWNER INSTALLED PLBG PLUMBING LINO UNLESS NOTED OTHERWISE CG CORNER GUARD -- H -- PLYWD PLYWOOD UP UTILITY POLE --VIEW REFERENCE -- CH COAT HOOK H HIGH, PMTL PAINTED METAL UTIL UTILITY CIP CAST IN PLACE HEIGHT PNT POINT CJ CONTROL JOINT, HB HOSE BIB PP POWER POLE CONSTRUCTION JOINT HC HOLLOW CORE PR PAIR --V 1 1 BUILDING SECTION CL CENTERLINE HDR HEADER PREFAB PREFABRICATE V VOLT(AGE) A00.00 A00.00 CLG CEILING HDW HARDWARE PRELIM PRELIMINARY VCT VINYL COMPOSITION TILE CLO CLOSET HGR HANGER PRKG PARKING VEH VEHICLE CLR CLEAR HM HOLLOW METAL PROP PROPERTY VEND VENDING MACHINE CMU CONCRETE MASONRY UNIT HRL HANDRAIL PS PROJECTOR SCREEN VERT VERTICAL 1 WALL SECTION, CO CLEAN OUT HORIZ HORIZONTAL PSF POUNDS PER SQUARE FOOT VEST VESTIBULE A00.00 PARTIAL BUILDING SECTION COL COLUMN HR HOURS PSI POUNDS PER SQUARE INCH VIF VERIFY IN FIELD CONC CONCRETE HT HEIGHT PT PRESERVATIVE TREATED, VNR VENEER CONF CONFERENCE HVAC HEATING, VENTILATION & AIR CONDITIONING PRESSURE TREATED, VTO VENT TO OUTSIDE CONN CONNECT(ION) HWT HOT WATER TANK POST TENSIONED VTR VENT THROUGH ROOF CONSTR CONSTRUCTION PTD PAPER TOWEL DISPENSER 1 DETAIL SECTION CONT CONTINUE, PTN PARTITION A00.00 CONTINUOUS I PVC POLYVINYL CHLORIDE, -- W -- CONTR CONTRACTOR IIC IMPACT INSULATION CLASS POLYVINYL CHLORIDE PIPE W WEST, COORD COORDINATE IN INCH(ES) PVD PROVIDE WIDE, CORR CORRIDOR INC INCREASE PVG PAVING WASHING MACHINE 1 EXTERIOR ELEVATION CID CEMENT PLASTER INCL INCLUDE(D), PVR PAVERS W/ WITH A00.00 CPT CARPET INCLUDING W/D WASHER & DRYER CRL CHAIR RAIL INFO INFORMATION W/0 WITHOUT CS CONCRETE SEALER INSTL INSTALL(ATION) Q -- WB WALL BASE -- CSMT CASEMENT INSUL INSULATION QTY QUANTITY WC WATER CLOSET, 1 �oo.00l) INTERIOR ELEVATION CTR CENTER INT INTERIOR QTZ QUARTZ WALL COVERING WCO WINDOW COVERING WD WOOD D -- J -- R -- WF WIDE FLANGE D DEEP, JAN JANITOR R RISER, WH WATER HEATER \ I 1 ENLARGED PLAN, DRYER JBOX JUNCTION BOX RADIUS WIC WALK-IN CLOSET i i A00.00 DETAIL PLAN DBL DOUBLE JT JOINT R/S ROD & SHELF WIN WINDOW DEB DRY ERASE BOARD RA RETURN AIR WM WIRE MOLD, DEMO DEMOLISH(ED), RCP REFLECTED CEILING PLAN WATER METER, DEMOLITION K-- RD ROOF DRAIN WIRE MESH MATCH LINE_ DEPT DEPARTMENT KID KILN DRIED REBAR REINFORCING BAR WO WALK -OFF FLOORING MATCH LINES DET DETAIL KIT KITCHEN REC RECESSED WP WORK POINT, SEE 12 / A22.01 DF DRINKING FOUNTAIN KW KILOWATT REF REFERENCE, WATERPROOFING, DIA DIAMETER REFRIGERATOR WEATHERPROOF DIM DIMENSION REINF REINFORCE(D), WPM WATERPROOF MEMBRANE DISP DISPOSAL L -- REINFORCING WR WATER REPELLENT, DL DEAD LOAD L LEFT, RES RESILIENT WATER RESISTANT DN DOWN LINEN, REQD REQUIRED WRB WATER RESISTANT BARRIER DP DECORATIVE PANEL LONG RET RETAINING WSCT WAINSCOT DR DOOR, LAB LABORATORY REV REVISED, WRC WASTE RECEPTACLE DINING ROOM, LAM LAMINATE(D) REVISION WT WEIGHT DRAIN LAU LAUNDRY RF RAISED FLOOR(ING) WWF WELDED WIRE FABRIC --TAGS-- DS DOWNSPOUT LAV LAVATORY RH ROBE HOOK DW DISHWASHER LB(S) POUND(S) RM ROOM 01 KEYNOTE DWG DRAWING LDG LANDING RO ROUGH OPENING -- ASSOCIATIONS & CODES -- DWR DRAWER LINO LINOLEUM RP RADIUS POINT AISI AMERICAN IRON AND STEEL INSTITUTE LL LIVE LOAD RS ROUGH SAWN AMCA AIR MOVING & CONDITIONING ASSOCIATION M1_ WALL TAG LOC LOCATION RT RIGHT ANSI AMERICAN NATIONAL STANDARDS INSTITUTE E -- LPT LOW POINT RVL REVEAL APA AMERICAN PLYWOOD ASSOCIATION (E) EXISTING LR LIVING ROOM APWA AMERICAN PUBLIC WORKS ASSOCIATION ###A DOOR TAG E EAST LRG LARGE ARIB ASPHALT ROOFING INDUSTRY BUREAU EA EACH LT LIGHT S -- ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS EC EDGE OF CURB LTG LIGHTING S SOUTH, ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS W3 WINDOW TAG EE EACH END LVR LOUVER SINK AWI AMERICAN WOODWORK INSTITUTE EIFS EXTERIOR INSULATION & FINISH SYSTEM SAN SANITARY AWS AMERICAN WELDING SOCIETY EF EACH FACE Sc SOLID CORE AWWA AMERICAN WATER WORKS ASSOCIATION S1 STOREFRONT TAG EJ EXPANSION JOINT M SCD SEAT COVER DISPENSER CRSI CONCRETE REINFORCING STEEL INSTITUTE EL ELEVATION M/S MIRROR & SHELF SCHED SCHEDULE CS COMMERCIAL STANDARD OF THE US DEPARTMENT OF COMMERCE ELEC ELECTRICAL MACH MACHINE SD SOAP DISH, CSI CONSTRUCTION SPECIFICATIONS INSTITUTE F1 FLOOR TAG ELEV ELEVATOR MAINT MAINTENANCE SOAP DISPENSER, FGI FACILITY GUIDELINES INSTITUTE EMER EMERGENCY MATL MATERIAL STORM DRAIN FGMA FLAT GLASS MARKETING ASSOCIATION ENCL ENCLOSE(D), MAX MAXIMUM SEAL SEALER, GA GYPSUM ASSOCIATION R1 ROOF TAG ENCLOSURE MB MACHINE BOLT SEALANT HUD US DEPARTMENT OF HEALTH & URBAN DEVELOPMENT EP ELECTRICAL PANELBOARD MBR MASTER BEDROOM SECT SECTION IBC INTERNATIONAL BUILDING CODE EQ EQUAL MC MEDICINE CABINET SEP SEPARATION ICC INTERNATIONAL CODE COUNCIL CEILING CEILING TAG W/ EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SF SQUARE FEET IEEE INSTITUTE OF ELECTRICAL & ELECTRONIC ENGINEERS HEIGHT CEILING HEIGHT EST ESTIMATE(D) MECH MECHANIC(AL) SG SAFETY GLASS, IFC INTERNATIONAL FIRE CODE EW EACH WAY MED MEDIUM SAFETY GLAZING IMC INTERNATIONAL MECHANICAL CODE EWC ELECTRIC WATER COOLER MEDS MEDICINE, SHR SHOWER IRC INTERNATIONAL RESIDENTIAL CODE ROOM NAME ROOM TAG W/ EWH ELECTRIC WATER HEATER MEDICAL SHTG SHEATHING, IPCEA INSULATED POWER CABLE ENGINEER ASSOCIATION ROOM NUMBER EXH EXHAUST MEMB MEMBRANE SHEETING MLA METAL LATH ASSOCIATION 100 EXIST EXISTING MEZZ MEZZANINE SHLV SHELVING NAAMM NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS EXP EXPOSED, MFR MANUFACTURER SIM SIMILAR NFPA NATIONAL FIRE PROTECTION ASSOCIATION GL1 GLAZING TAG EXPANSION MFRREC MANUFACTURER'S RECOMMENDATION(S) SM SHEET METAL NWMA NATIONAL WOODWORK MANUFACTURER'S ASSOCIATION EXT EXTERIOR MGR MANAGER SND SANITARY NAPKIN DISPOSAL OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION MH MANHOLE SOG SLAB ON GRADE PS PRODUCT STANDARD OF US DEPARTMENT OF COMMERCE L1 LIGHTING TAG MIN MINIMUM SOL SOLID SURFACE SDI STEEL DECK INSTITUTE, F -- MIR MIRROR STO STONE STEEL DOOR INSTITUTE FA FIRE ALARM MISC MISCELLANEOUS SPEC SPECIFICATION(S) SMACNA SHEET METAL & AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, FIN-1 FINISH MATERIAL TAG FAAP FIRE ALARM ANNUNCIATOR PANEL MO MASONRY OPENING, SPKLR SPRINKLER SSPC STEEL STRUCTURES PAINTING COUNCIL FD FLOOR DRAIN MONITOR SPKR SPEAKER TCA TILE COUNCIL OF AMERICA FDC FIRE DEPARTMENT CONNECTION MTD MOUNTED SQ SQUARE UL UNDERWRITER'S LABORATORIES FURNITURE, FIXTURE, FDTN FOUNDATION MTL METAL SQIN SQUARE INCH UPC UNIFORM PLUMBING CODE ABC 3 EQUIPMENT TAG FDV FIRE DEPARTMENT VALVE MULL MULLION SS SERVICE SINK, WAC WASHINGTON ADMINISTRATIVE CODE FE FIRE EXTINGUISHER MULT MULTIPLE SANITARY SEWER WISHA WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT FEC FIRE EXTINGUISHER CABINET MW MICROWAVE OVEN SST STAINLESS STEEL WSDOH WASHINGTON STATE DEPARTMENT OF HEALTH FF FACTORY FINISH, ST STREET, WSDSHS WASHINGTON STATE DEPARTMENT OF SOCIAL & HEALTH SERVICES FINISH FACE STAIN WSEC WASHINGTON STATE ENERGY CODE FH FIRE HYDRANT N -- STC SOUND TRANSMISSION CLASS WSVIAQC WASHINGTON STATE VENTILATION & INDOOR AIR QUALITY CODE FHC FIRE HOSE CABINET N NORTH STD STANDARD WWPA WESTERN WOOD PRODUCTS ASSOCIATION FHR FIRE HOSE RACK, NA NOT APPLICABLE STL STEEL FIRE HOSE REEL NC NOISE CRITERIA, STOR STORAGE FILM SPECIALTY FILM NURSE CALL STRUCT STRUCTURAL FIN FINISH(ED) NCAP NURSE CALL ANNUNCIATOR PANEL SU SOILED UTILITY FIXT FIXTURE NIC NOT IN CONTRACT SUBFL SUBFLOOR FLASH FLASHING NO NUMBER SUSP SUSPENDED FLR FLOOR NOM NOMINAL SW SWITCH FLUOR FLUORESCENT NTS NOT TO SCALE SYM SYMMETRICAL --CONSTRUCTION PHASE-- --LINE STYLES -- --HATCH PATTERNS-- a IIIIII-III EXISTING ELEMENT TO REMAIN DEMOLITION ELEMENT NEW CONSTRUCTION ELEMENT CENTERLINE CLEARANCE HIDDEN ELEMENT ELEMENT BEYOND OVERHEAD ELEMENT PROPERTY LINE BATT INSULATION OUT OF SCOPE CONCRETE EARTH BELOW GRADE GRAVEL GYPSUM BOARD MASONRY, BRICK (PLAN VIEW) MASONRY, CMU (PLAN VIEW) METAL, ALUMINUM METAL, STEEL RIGID INSULATION WOOD DRAWING INDEX SHEET # SHEET NAME ARCHITECTURAL A00.01 COVER SHEET A00.02 SHEET INDEX, ABBREVIATIONS, SYMBOL LEGEND A02.02 ASSEMBLY TYPES AND CODE ANALYSIS A10.01 NARRATIVE, BID ALTERNATES AND ARCHITECTURAL SITE PLAN A10.02 CONTRACTOR STAGING / LAY DOWN PLAN A10.03 SITE DETAILS CIVIL C1.00 CIVIL COVER SHEET C1.01 TOPOGRAPHIC SURVEY C1.02 BOUNDARY SURVEY ARCHITECTURAL A20.01 ENLARGED DEMO SITE PLAN A20.02 ENLARGED SITE PLAN A20.03 LEVEL 1 - DEMO PLAN A20.04 LEVEL 2 - DEMO PLAN A20.05 LEVEL 3 - DEMO PLAN A20.06 MEZZANINES - DEMO PLAN DEMO PLAN - ROOF A20.07 A20.11 LEVEL 1 - DEMO RCP A20.12 LEVEL 2 - DEMO RCP A20.13 LEVEL 3 - DEMO RCP A21.11 FLOOR PLAN - LEVEL 1 A21.12 FLOOR PLAN - LEVEL 2 A21.13 FLOOR PLAN - LEVEL 3 A21.14 FLOOR PLAN - MEZZANINES A21.15 ROOF PLAN A23.11 POLICE STATION RENOVATION (LEVEL 1) BID ALTERNATE #1 A23.21 PUBLIC OFFICE RENOVATION (LEVEL 2) BID ALTERNATE #2 A23.22 PUBLIC OFFICE RENOVATION (LEVEL 2) BID ALTERNATE #2 A23.31 COURT RENOVATION (LEVEL 3) BID ALTERNATE #3 A23.41 FINISH PLAN (LEVEL 1) BID ALTERNATE #4 A23.42 FINISH PLAN (LEVEL 2) BID ALTERNATE #4 A23.43 FINISH PLAN (LEVEL 3) BID ALTERNATE #4 A24.01 FINISH LEGEND A31.01 EXTERIOR ELEVATION - SOUTHWEST A31.02 EXTERIOR ELEVATION - NORTHEAST A31.03 EXTERIOR ELEVATION - EAST A31.04 EXTERIOR ELEVATION - NORTH A31.05 EXTERIOR ELEVATION - WEST EXTERIOR ELEVATION - SOUTH A31.06 A32.01 BUILDING SECTIONS A32.02 BUILDING SECTIONS A34.01 WALL SECTIONS A34.02 WALL SECTIONS A35.01 EXTERIOR DETAILS A35.02 EXTERIOR DETAILS A35.03 EXTERIOR DETAILS A35.04 EXTERIOR DETAILS ENTRY CANOPY A50.01 WINDOW SCHEDULE, WINDOW DETAILS A50.02 EXTERIOR WINDOW AND DOOR DETAILS A70.01 FF&E SCHEDULE, FINISH LEGEND, CASEWORK DETAILS A70.02 INTERIOR DOOR & FRAME TYPES, INTERIOR DETAILS A70.03 INTERIOR DETAILS A80.01 FURNITURE AND EQUIPMENT PLAN (FOR REFERENCE ONLY) STRUCTURAL S10.00 STRUCTURAL NOTES S20.00 SOLAR CANOPY S20.01 ENTRY CANOPY S50.00 STRUCTURAL DETAILS MECHANICAL M00.01 GENERAL NOTES M00.02 MECHANICAL SCHEDULE M11.01 SITE PLAN - DEMO M21.01 DEMO PLAN - LEVEL 1 M21.02 DEMO PLAN - LEVEL 2 M21.03 DEMO PLAN - LEVEL 3 M21.04 DEMO PLAN - MEZZANINE M21.11 MECHANICAL - LEVEL 1 M21.12 MECHANICAL - LEVEL 2 M21.13 MECHANICAL - LEVEL 3 M21.14 MECHANICAL - MEZZANINE M21.15 MECHANICAL - MEZZANINE 2 & 3 M21.21 REFRIGERANT PIPING PLAN - LEVEL 1 M21.22 REFRIGERANT PIPING PLAN - LEVEL 2 M21.23 REFRIGERANT PIPING PLAN - LEVEL 3 M22.01 PIPING SCHEMATIC 1 M22.02 PIPING SCHEMATIC 2 M22.03 PIPING SCHEMATIC 3 M23.01 MECHANICAL ROOM - 3D M23.02 MEZZANINE - 3D M31.01 MECHANICAL DETAILS M31.02 MECHANICAL DETAILS M31.03 MECHANICAL DETAILS M31.04 CONTROL DIAGRAM ELECTRICAL E00.01 ELECTRICAL SYMBOLS LEGEND / LIGHT FIXTURE SCHEDULE E00.02 GENERAL NOTES E10.01 ELECTRICAL SITE PLAN E20.01 LEVEL 1 LIGHTING FLOOR PLAN E20.02 LEVEL 2 LIGHTING FLOOR PLAN E20.03 LEVEL 3 LIGHTING FLOOR PLAN LEVEL 1 POWER FLOOR PLAN E30.01 E30.02 LEVEL 2 POWER FLOOR PLAN E30.03 LEVEL 3 POWER FLOOR PLAN E30.04 MECHANICAL MEZZANINE FLOOR 1 POWER PLAN E40.01 EXISTING I DEMO POWER RISER DIAGRAM E40.02 EXISTING / NEW POWER RISER DIAGRAM E40.03 PANEL SCHEDULES E40.04 ELECTRICAL SCHEDULES E40.05 ELECTRICAL SCHEDULES TOTAL NUMBER OF SHEETS: 95 RIC�`eYgZISMILLER ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600I REGISTERED ARCHITECT_ DEAN E. KEL STATE OF WASHI a Z J J _I J U) w o 00 Q = Z Lu U W � m � W Q LL U) W / O < CO_ O = 0 O N O p O O CL PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE SHEET INDEX, ABBREVIATIONS, SYMBOL LEGEND SHEET # AOOmO2 RIC�`eYgZISMILLER APPLICABLE CODES WASHINGTON STATE AMENDMENTS 2018 WASHINGTON STATE ENERGY CODE (WSEC) 2018 INTERNATIONAL BUILDING CODE (IBC) 2018 INTERNATIONAL MECHANICAL CODE (IMC) 2018 INTERNATIONAL FIRE CODE (IFC) 2018 UNIFORM PLUMBING CODE (UPC) 2018 INTERNATIONAL FUEL GAS CODE (IFGC) 2014 NATIONAL ELECTRICAL CODE (NEC) 2009 ICC A117.1 ACCESSIBILITY STANDARD DESIGN NOTES: 1. EXISTING BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM 2.2018 IBC PERMITS SPRINKLERED BUILDINGS OF THIS SIZE TO BE NON -SEPARATED. SEE TABLES AND CALCULATIONS ON THIS SHEET 3. IN AREAS OF INTERIOR RENOVATIONS, THE EXISTING 1-HOUR RATED WALLS ARE BEING DE -RATED TO ALLOW NEW PENETRATIONS. EXISTING FIRE SHUTTERS ARE ALSO BEING REMOVED AT THESE AREAS. DEFERRED SUBMITTALS THE FOLLOWING SUBMITTALS HAVE BEEN DEFERRED AND WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT FOR AND PAY ANY ACCOMPANYING FEES. ALL APPLICABLE FORMS WILL BE SUBMITTED BY THE GC ALONG WITH THESE PERMITS INCLUDING, BUT NOT LIMITED TO, MECHANICAL ENERGY COMPLIANCE WORK SHEETS SHOWING COMPLIANCE WITH THE WASHINGTON STATE ENERGY CODE. DEFERRED PERMITS: 1. MECHANICAL 2. ELECTRICAL 3. PLUMBING 4. FIRE ALARM 5. FIRE SPRINKLER ZONING CODE SUMMARY ZONING CODE SUMMARY CRITERIA REQUIRED PUBLIC FACILITIES PF PROVIDED PUBLIC FACILITIES PF PUBLIC FACILITIES PF NEIGHBORHOOD ZONING PUBLIC FACILITIES PF ZONING OVERLAY NONE NONE LAND USE GOVERNMENT OR PUBLIC STRUCTURES GOVERNMENT OR PUBLIC STRUCTURES BUILDING HEIGHT MAX FT N/A BUILDING CODE SUMMARY CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION A-3 COURT ROOM S-2 STORAGE AREAS B OFFICE AREAS CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS EXISTING BUILDING WITH NO CHANGE TO HEIGHT, STORIES ABOVE GRADE PLANE, OR BUILDING AREA TABLE 504.3 ALLOWABLE BUILDING HEIGHT ABOVE GRADE PLANE (FT) OCCUPANCY CLASSIFICATION SPRINKLER (TYPE II-B) PROPOSED HEIGHT S-2 S 75 NO CHANGE A-3 S 75 NO CHANGE B S 75 NO CHANGE 1. PROJECT IS BEING CHANGED TO A NON -SEPARATED OCCUPANCY 2. MOST RESTRICTIVE OCCUPANCY IS A-3 A. EXISTING BUILDING IS NOT ALTERING HEIGHT TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE OCCUPANCY CLASSIFICATION SPRINKLER (TYPE II-B) PROPOSED NUMBER OF STORIES S-2 S 4 NO CHANGE A-3 S 3 NO CHANGE B S 4 (NO CHANGE) 1. PROJECT IS BEING CHANGED TO A NON -SEPARATED OCCUPANCY 2. MOST RESTRICTIVE OCCUPANCY IS A-3 WITH 3 STORIES ABOVE GRADE PLANE A. EXISTING BUILDING IS 3 STORIES AND HAS A NUMBER OF MEZZANINES THAT MAKE UP THE SPIRE. MEZZANINES ARE SMALL ENOUGH THAT THEY ARE LESS THAN 1/3 THE AREA SERVING SO THEY DO NOT ACCOUNT FOR ANY ADDED STORIES. B. BUILDING COMPLIES WITH MAX NUMBER OF STORIES TABLE 506.2 ALLOWABLE AREA FACTOR (SF) OCCUPANCY CLASSIFICATION SPRINKLER SM (TYPE II-B) 78,000 PROPOSED AREA S-2 NO CHANGE A-3 SM 28,500 NO CHANGE B SM 69,000 NO CHANGE 1. PROJECT IS BEING CHANGED TO A NON -SEPARATED OCCUPANCY 2. MOST RESTRICTIVE OCCUPANCY IS A-3 WITH 28,500 SF FLOOR AREA A. LARGEST FLOOR AREA IN THE EXISTING BUILDING IS LEVEL 1 AT 7,938 SF B. MAX FLOOR AREA COMPLIES WITH NON -SEPARATED OCCUPANCIES CHAPTER 6 TYPES OF CONSTRUCTION TABLE 601 FIRE -RESISTANCE RATING: BUILDING ELEMENT (HOURS) BUILDING ELEMENT BUILDING ELEMENT PRIMARY STRUCTURAL FRAME BEARING WALLS, EXTERIOR TYPE II-B 0 0 0 NONBEARING WALLS AND PARTITIONS, EXTERIOR 0 NONBEARING WALLS AND PARTITIONS, INTERIOR 0 BEARING WALLS, INTERIOR 0 FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 1. EXISTING BUILDING STRUCTURE IS NOT ALTERING 2. ANY NEW CONSTRUCTION IS NOT REQUIRED TO BE FIRE RESISTIVE RATED PER THE TABLE ABOVE 3. CHANGING THE BUILDING TO A NON -SEPARATED OCCUPANCY ALLOWS EXISTING RATED WALLS TO BE DE -RATED TO ALLOW NEW OPENINGS TO BE ADDED. TABLE 602 FIRE -RESISTANCE RATING: EXTERIOR WALLS (HOURS) FIRE SEPARATION DISTANCE = X FT TYPE OF CONSTRUCTION OCCUPANCY A S-2 B X<5 ALL 1 5!5X<10 II-B II-B ALL 1 10!5X<30 0 X >_ 30 0 CHAPTER 8 INTERIOR FINISHES TABLE 803.13 INTERIOR FINISH REQUIREMENTS BY OCCUPANCY SPRINKLERED GROUP INTERIOR EXIT STAIRWAYS, RAMPS, PASSAGEWAYS C B B CORRIDORS, EXIT ENCLOSURES C B C ROOMS, ENCLOSED SPACES C C S-2 A-3 B C 1. ANY NEW FINISHES ON THE INTERIOR OF THE BUILDING WILL COMPLY WITH THE ABOVE TABLE. CHAPTER 9 FIRE PROTECTION SYSTEMS 1. EXISTING FIRE SPRINKLER SYSTEM TO BE MAINTAINED DURING CONSTRUCTION. 2. ANY NEW INTERIOR CONSTRUCTION WILL BE REQUIRED TO MODIFY THE EXISTING SPRINKLER SYSTEM TO COMPLY WITH LOCAL CODES. nI I A Mrrrl 4 A MEANS OF EGRESS 1. MEANS OF EGRESS IS NOT BEING ALTERED WITH THIS PROJECT TABLE 1020.1 CORRIDOR FIRE -RESISTANCE RATING (HOURS) OCCUPANCY CLASSIFICATION OCCUPANT LOAD SERVED BY REQUIRED FIRE -RESISTANCE RATING WITH PROVIDED CORRIDOR SPRINKLER SYSTEM A-3 GREATER THAN 30 0 0 S-2 GREATER THAN 30 0 0 B GREATER THAN 30 0 0 1. AS A NON -SEPARATED BUILDING, NO RATED CORRIDORS ARE REQUIRED CHAPTER 11 ACCESSIBILITY 1. ACCESS TO THE BUILDING AND THROUGHOUT THE BUILDING IS NOT BEING ALTERED CHAPTER 17* NON-STRUCTURAL SPECIAL INSPECTIONS AND TESTS *IN ADDITION TO WSEC STATEMENT OF SPECIAL INSPECTIONS FOR GENERAL TRADES, MECHANICAL, AND ELECTRICAL SYSTEMS 1. SPECIAL INSPECTIONS SHALL BE PROVIDED PER THE REQUIREMENTS OF THE IBC AND REFERENCED STANDARDS. 2. REFER TO STRUCTURAL DRAWINGS FOR SPECIAL INSPECTION REQUIREMENTS OF STRUCTURAL SYSTEMS. 3. TESTING AND SPECIAL INSPECTION REPORTS PREPARED BY THE SPECIAL INSPECTOR SHALL BE SUBMITTED TO THE BUILDING OFFICIAL, ARCHITECT, ENGINEER, AND OWNER ON A DAILY BASIS WHENEVER TESTING OR SPECIAL INSPECTIONS ARE PERFORMED. DESIGN NOTE: THIS PROJECT IS IN SEISMIC ZONE D, RISK CATEGORY 11. SPECIAL INSPECTIONS AND TESTS SYSTEM REFERENCE 2018 1 VERIFICATION AND TYPICAL DIVISIONS IBC, UNO INSPECTION TESTING PERIODIC ELECTRICAL EQUIPMENT FOR EMERGENCY OR STANDBY POWER 1705.12.6(1) ANCHORAGE NO YES 26,48 SYSTEMS SUSPENDED CEILING GRIDS ASCE 7-10 INSTALLATION NO YES 09 11.A.1.3.9 (2) BUILDING ENVELOPE AIR BARRIER WSEC C402.5.1.2 AIR LEAKAGE RATE YES NO SEE AIR BARRIER COMPLETION ETTIONION SHEET EXTERIOR CLADDING AND VENEER 1705.12.5 ERECTION AND NO YES VARIOUS FASTENING INTERIO 5/8" TYPE X GWB FILL STUD CAVITY WITH SOUND ATTENUATION BATT INSULATION TYP UNO 3-5/8", 20GA. METAL STUDS @ 16" O.C. INTERIOR INTERIO 5/8" TYPE X GWB FILL STUD CAVITY WITH SOUND ATTENUATION BATT INSULATION TYP UNO 4", 20GA. METAL STUDS @ 16" O.C. INTERIOR INTER 5/8" TYPE X GWB FILL STUD CAVITY WITH SOUND ATTENUATION BATT INSULATION TYP UNO 6", 20GA. METAL STUDS @ 16" O.C. INTERIOR NOTES & LEGEND - WALL/ROOF ASSEMBLIES 1. ALL REPLACEMENT SHEATHING REQUIRES INSPECTION BY THE BUILDING DIVISION OR SPECIAL INSPECTION FIRM AS APPLICABLE 2. GC TO ASSUME 25% OF EXISTING SHEATHING AND INSULATION IS TO BE REMOVED AND REPLACED DUE TO WATER DAMAGE. PER SPECIFICATIONS, GC IS TO PROVIDE UNIT COSTS AT TIME OF BID FOR ANY ADDITIONAL SQUARE FOOTAGE OF SHEATHING/INSULATION REMOVAL AND REPLACEMENT. WALL FRAMING TYPE BARRIER TYPE & RATING • E = EXTERIOR METAL FRAMING FB = FIRE BARRIER • FP = FIRE PARTITION (SEE IBC CHAPTER 7) E1 FB 1 HR STC RATED SYSTEM SOURCE - SOURCE • UL = UNDERWRITERS LABORATORIES TYP APPLICATION N7TNON-TYPICAL YPICAL ASSEMBLY DESCRIPTION STUD SIZE/ THICKNESS METAL *ROOF ASSEMBLY TAG A = 1-5/8" • B = 2-1/2" R1 1 HR C = 3-5/8" D = 4" SOURCE • E = 6�� TYP APPLICATION *SEE WALL ASSEMBLY TAG LEGEND FOR SIMILAR CALLOUTS 2018 WSEC COMPLIANCE FOR ROOF INSULATION 1. R-38 IF INSULATION IS ENTIRELY ABOVE THE DECK. A. R-38 IS BEING PROVIDED 30-YEAR COMPOSITE SHINGLES SELF -ADHERED UNDERLAYMENT COVERED WITH SYNTHETIC UNDERLAYMENT FIRE -RETARDANT PLYWOOD SHEATHING FIRE -RETARDANT WOOD FURRING STRIPS @ 16" O.C. ALIGN FURRING STRIPS AND MAINTAIN 2" GAP BETWEEN ENDS TO ALLOW CROSS VENTING, 8 FOOT 2X4'S INSTALLED FLAT. STRIPS TO RUN UP ROOF SLOPE R-38 FOAM BOARD INSULATION SELF ADHERED VAPOR BARRIER EXISTING METAL DECK TO REMAIN ROOF -CEILING TYPES NTS 2018 WSEC COMPLIANCE FOR STEEL FRAMED WALLS: 1. R-13 PLUS R-10 ci A. EXISTING BATT INSULATION IS R-19 (EXCEEDS MINIMUM) B. NEW R-10 Cl IS BEING PROVIDED (MINERAL WOOL RIGID INSULATION) CEMBRIT LAP SIDING. FASTENER TYPE AND SPACING PER MANUFACTURER 1" VERTICAL HAT OR 7" CHANNELS. REFER TO MANUFACTURERS SUGGESTED DETAILS. HORIZONTAL Z-GIRTS, R-10 MINERAL FIBER RIGID INSULATION NEW CONTINUOUS AIR BARRIER. TIE INTO EXISTING @ BRICK LEVEL EXISTING GYPSUM SHEATHING TO REMAIN UNLESS DAMAGE IS EVIDENT, THEN NEW GYPSUM SHEATHING. GC TO ASSUME 25% OF WALL SURFACE IS TO BE REPLACED. EXISTING METAL STUDS NEW R-21 BATT INSULATION IF EXISTING SHOWS SIGN OF DAMAGE. GC TO ASSUME 25% WILL NEED TO BE REPLACED TO ALIGN WITH SHEATHING REPLACEMENT. EXISTING WALL ASSEMBLY INTERIOR M1C I I M1D M1E I E1 E2 NON -RATED NON -RATED NON -RATED NON -RATED NON -RATED TYP INTERIOR PARTITION TYP INTERIOR PARTITION TYP INTERIOR PARTION FRCP SIDING BRICK INTERIOR WALLS NTS EXTERIOR WALLS NTS NEW EXTERIOR INSULATION AND SIDING METAL FLASHING COLOR TO MATCH SIDING NEW WRB TO OVERLAP EXISTING WRB AT BRICK LEVEL NEW BRICK SEALER EXISTING BRICK TO REMAIN EXISTING STAINLESS STEEL BRICK TIES EXISTING WEATHER BARRIER EXISTING WALL ASSEMBLY INTERIOR ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT_ DEAN E. KEL STATE OF WASHI z J J _I J Cn >- w o co Q = Z Lu U W � m � W Q Il U) w / C) < 0- 0 = 0 DC U D C) co ~ o No Or- p O 0- W O PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 ASSEMBLY TYPES AND CODE ANALYSIS SHEET # 1. FIRE SEPARATION FROM ADJACENT STRUCTURES IS NOT ALTERING AND EXCEEDS 30 FEET THEREFORE EXTERIOR WALLS ARE NOT REQUIRED TO BE RATED. A02mO2 RICEfBYgZISMILLER NARRATIVE AND BID ALTERNATES: BASE BID: THIS PROJECT IS A RE -SKIN OF THE EXISTING PORT ORCHARD CITY -HALL BUILDING WHICH WILL ALSO INCLUDE AN UPGRADED MECHANICAL SYSTEM, NEW LED LIGHTING THROUGHOUT, A NEW SOLAR CANOPY ON THE SOUTHWEST PORTION OF THE PROPERTY AND A NEW CLOCK TOWER SYSTEM. THE EXISTING SIDING MATERIAL, WEATHER BARRIER, APPROXIMATELY 25% OF THE SHEATHING AND INSULATION, WINDOWS, GROUND LEVEL DOORS, ROOFING AND ROOF INSULATION WILL BE REMOVED AS DESCRIBED IN THESE DRAWINGS. A NEW LAYER OF CONTINUOUS INSULATION, A NEW RAINSCREEN SYSTEM, NEW WINDOWS AND EXTERIOR DOORS, A NEW ROOFING ASSEMBLY AND A NEW CLOCK WILL BE INSTALLED. THE MECHANICAL SYSTEM WILL BE REPLACED WITH AN UPDATED HEAT PUMP SYSTEM AND THE EXISTING LIGHTING WILL BE REPLACED WITH NEW LED LIGHTING. THIS PROJECT WILL INCLUDE FOUR (4) BID ALTERNATES AS DESCRIBED BELOW: BID ALTERNATE #4 REFER TO SHEETS: A23.41 - FINISH PLAN (LEVEL 1) BID ALTERNATE #4 A23.42 - FINISH PLAN (LEVEL 2) BID ALTERNATE #4 A23.43 - FINISH PLAN (LEVEL 3) BID ALTERNATE #4 SUMMARY: CEILING FINISH, WALL FINISH, FLOOR FINISH, AND WALL BASE REPLACEMENT IN MANY OF THE EXISTING SPACES. REFER TO THE FINISH TAGS ON THE ABOVE LISTED SHEETS. LEVEL 1.2. 3 - BID ALT #4 12" = 1'-0" BID ALTERNATE #3. REFER TO SHEET A23.31 0 ♦♦ HA 1 BID ALTERNATE #3 - COURT CLERK OFFICES INTERIOR RENOVATION OF THE COURT CLERK OFFICES INCLUDING NEW WALK-UP COUNTER AREAS, NEW ADA COUNTER, REVISED DESK LAYOUT, NEW FLOOR COVERINGS AND NEW PAINTING. BID ALTERNATE #2 - ADMINISTRATION OFFICES INTERIOR RENOVATION OF THE ADMINISTRATION OFFICES INCLUDING NEW WALK-UP COUNTER AREA, NEW ADA COUNTER, REVISED DESK LAYOUT, NEW FLOOR COVERINGS AND NEW PAINTING. LEVEL 2 - FLOOR PLAN BID ALT#2 1" = 20'-0" 0 10, 20' 40' a � a BID ALTERNATE #1. REFER TO SHEET A23.11 ol \N's HALLWAY DETECTIVES ♦�_� - C' I CHIEF 0.� SSISTAN ra, 77 4CHIEF BID ALTERNATE #1 - POLICE STATION INTERIOR RENOVATION OF THE POLICE STATION INCLUDING A NEW SEATING AREA, NEW FLOOR AND WALL FINISHES, NEW INTERIOR DOORS. MECHANICAL, ELECTRICAL, LIGHTING, AND FIRE SPRINKLER SYSTEMS TO BE ADJUSTED WITH NEW DESK LAYOUT. OFFICE NEW ENTRY CAN EXISTING CONCF STEPS EXISTING CONCF RAMP VISITOR PARKIN( MAINTAIN CURB ( AND STALL COUI` REFER TO SHEET A10.02. NOTIFY ARCHITECT OF A DISCREPANCIES. SEAL COAT AND STRIPE PARKING DESIGN/BUILD SC CANOPY BY GC. DESIGN TO BE VE STRUCTURAL EN EXISTING PUMP HOUSE. REFER 1 ENLARGED PLAN NOTES & LEGEND - SITE PLAN 1. REFERENCE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. 2. THIS BUILDING WILL REMAIN OPERATIONAL DURING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE STAGING PLANS TO THE CITY FOR THEIR RECORDS. STAGING PLAN MUST ALSO INCLUDE THE COMPLIANCE OF IBC CHAPTER 33 SHOWING PROTECTION OF PUBLIC PROPERTY, INCLUSION OF FIRE EXTINGUISHERS, MAINTENANCE OF MEANS OF EGRESS AND ACCESSIBLE MEANS OF EGRESS AND THE MAINTENANCE OF STANDPIPES. 3. GC TO VERIFY LOCATION OF ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO POWER, STORM, AND WATER LINES FROM WELLS AND UNDERGROUND TANK. NOTIFY ARCHITECT OF ANY CONFLICT BETWEEN FOUNDATION AND UTILITIES. DRIVEWAY/ SIDEWALK BANK STREET KITSAP STRLL X X X FENCING • SOLAR CANOPY STRUCTURE TO BE DESIGN BUILD BY CONTRACTOR. • FOOTING DESIGN TO BE VERIFIED BY STRUCTURAL ENGINEER. • GC TO FIELD VERIFY FOOTING LOCATIONS TO AVOID UNDERGROUND UTILITIES. -- PROPERTY LINE PROPERTY SETBACK BUILDING OUTLINE CONCRETE BENCHES POLICE PARKING AREA. CONCRETE BENCHES PROPERTY LINE ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT DEAN E. KEL STATE OF WASHI Z J J Q J cn >_ II-- w co C-0 00 Q = Z Lu U W clf m < W Q fy U) W 0 Q = CU 0 2 DC U o O C14 0 0 O n O PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE 1 PERMIT COMMENTS 1/20/23 NARRATIVE, BID ALTERNATES AND ARCHITECTURAL SITE PLAN LEVEL 3 - FLOOR PLAN BID ALT#3 1" = 20'-0" 0 10, 20' 40' LEVEL 1 - FLOOR PLAN BID ALT#1 1" = 20'-0" 0 10, 20' 40' ARCHITECTURAL SITE PLAN 11, = 20'-0" 0 10, 20' 40' I NORTH SHEET # RIC�'eYgZISMILLER ti} ` A%Ll 4 IRM KITSAP ST AERIAL PLAN 12" = 1'-0" ..Y a k i.a lj Z lj i IF GRAVEL PARKING LOT FOR CONTRACTOR PARKING. NO ON -SITE OR STREET PARKING AVAILABLE FOR CONTRACTOR. w 'PROVIDE PEDESTRIAN PROTECTION ' 4+ p FOR CLOSE SIDEWALKS WHERE ti 4CONSTRUCTION POSES A SAFETY A� .# t RISK TO THE PUBLr LIC.; W U uj 0- _ a PARKING AREA ALONG WEST SIDE OF PROSPECT STREET TO BE USED - 4. i FOR SECURE STORAGE AND GC` TRAILERS', F POLICE PARKING DURING a CONSTRUCTION ALONG KITSAP STREET',;,. — - #Iiiii'''.. `21=11 W�, air tr-t pw 4 0 MAINTAIN PUBLIC ACCESS AND EGRESS THE BUILDING DURING ALL STAGES OF CONSTRUCTION. PROVIDE PROTECTION DURING TIMES WHERE CONSTRUCTION F ANY RISK TO THE PUBLIC OR STAFF. POTENTIAL CRANE LOCATION IF/WHEN NEEDED. COORDINATE CLOSING OF THE PUBLIC PARKING AREA WITH THE OWNEF PRIOR TO START OF WORK. STAGING PLAN. 1" = 20'-0" KITSAP STREET PARKING ALONG THIS SIDE OF THE STREET MAY BE CLOSED TO THE PUBLIC DURING CONSTRUCTION MAINTAIN PUBLIC ACCESS AND EGRESS TO THE BUILDING DURING ALL STAGES OF CONSTRUCTION. PROVIDE PROTECTION DURING TIMES WHERE CONSTRUCTION POSES ANY RISK TO THE PUBLIC OR STAFF. MAINTAIN MIN (2) PUBLIC PARKING SPACES IN THIS LOCATION. POTENTIAL SECURE FENCING AROUND STORAGE AND LAYDOWN AREA. GC TO PROVIDE FENCING PLAN FOR APPROVAL BY OWNER AND ARCHITECT FOR VARIOUS STAGES OF CONSTRUCTION. LAY DOWN AREA WITHIN SITE. MAINTAIN POLICE ACCESS TO SALLY PORT. MAINTAIN MIN (2) PUBLIC PARKING STALLS SECURE STORAGE AND TRAILER PARKING UNDERGROUND TANK. LIMIT HEAVY LOADS ON THIS AREA. ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT ,-` DEAN E. KEL STATE OF WASHI Z J J m Q J w o 00 Q = Z Lu U W ct m � W Q Il C/� w I� > O < ^ O Z 0 DC U o CL 0 N 0 p 0 0 CL PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 CONTRACTOR STAGING / LAY DOWN PLAN SHEET # Al OmO2 RIC�'eYgZISMILLER 9 AT LEAST AS WIDE AS CURB RAMP NOTES: 1. 406.1 GENERAL: CURB RAMPS ALONG ACCESSIBLE ROUTES SHALL COMPLY WITH SECTIONS 406, 405.2, 405.3 AND 405.10. 2. 406.2 COUNTER SLOPE: COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO z THE CURB RAMP SHALL NOT BE STEEPER THAN 1:20. THE ADJACENT SURFACES AT TRANSITIONS AT CURB RAMPS TO WALKS, GUTTERS, AND STREETS SHALL BE AT THE SAME LEVEL. `o 3. 406.3 SIDES OF CURB RAMPS: WHERE PROVIDED, CURB RAMP FLARES SHALL COMPLY WITH SECTION 406.3. 4. 406.3.1 SLOPES: FLARES SHALL NOT BE STEEPER THAN 1:10. FLARED SIDES 5. 406.3.2 MARKING: IF CURBS ADJACENT TO THE RAMP FLARES ARE PAINTED, THE PAINTED SURFACE SHALL EXTEND , 1:10 MAX SLOPE ALONG THE FLARED PORTION OF THE CURB. CURB RAMP 6. 406.4 WIDTH: CURB RAMPS SHALL BE 36" MINIMUM IN WIDTH, EXCLUSIVE OF FLARED SIDES. MAX SLOPE 7. 406.5 FLOOR SURFACE: FLOOR SURFACES OF CURB RAMPS SHALL COMPLY WITH SECTION 302. 1:12 8. 406.6 LOCATION: CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THEY DO NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES, OR PARKING ACCESS AISLES. CURB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED SIDES. _ 9. 406.7 LANDINGS: LANDINGS SHALL BE PROVIDED AT THE TOPS OF CURB RAMPS. THE CLEAR LENGTH OF THE LANDING SHALL BE 36" MINIMUM. THE CLEAR WIDTH OF THE LANDING SHALL BE AT LEAST AS WIDE AS THE CURB RAMP, CURB OF RAMP FLARES EXCLUDING FLARED SIDES, LEADING TO THE LANDING. PAINTED IF ADJACENT 10.406.8 OBSTRUCTIONS: CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY CURB IS PAINTED PARKED VEHICLES. SIDES OF CURB RAMP & LANDINGS 11.406.9 HANDRAILS: HANDRAILS SHALL NOT BE REQUIRED ON CURB RAMPS. ICC A11.1, FIGURE 406.3 / FIGURE 406.7 ACCESSIBLE CURB RAMPS & LANDINGS 1/4" = 1'-0" 132" MIN VAN ACCESSIBLE 0 VAN 60" MIN ACCESS AISLE \REA TO BE, \MARKED PARKING SPACE ACCESS AISLE ICC All. 1, FIGURE 502.4 PARKING STALLS 3/16" = V-0" 12" z co 96" MIN CAR ACCESSI BLE T-00 ACCESSIBLE SPACE & ACCESSIBLE VAN SPACE IDENTIFICATION SIGNAGE (ICC A117.1, 502.7) ACCESS AISLE PAVEMENT MARKING, INTERNATIONAL SYMBOL OF ACCESSIBILITY NOTES: 1. SIGN TO BE MOUNTED 5-0" AFF. 2. SIGN MAY BE POST OR WALL MOUNTED. 3. SIGN TO BE LOCATED AT FRONT END OF EACH ACCESSIBLE STALL. 96" MIN VAN ACCESSIBLE ►o VAN 96" MIN ACCESS AISLE AREA TO BE MARKED ICC A117.1, 502.4.4 ACCESS AISLE CONNECTED TO AN ACCESSIBLE ROUTE ICC A11.1, FIGURE 502.4.1(a) J J Q z w U 0 U Q O CD z w J z a w LZ U) w w U) NOTES: 1. SEE SITE PLAN FOR ACCESSIBLE PARKING STALL TYPES AND LOCATIONS. 2. PER ICC A117.1, 502.4.1: TWO SPACES SHALL BE PERMITTED TO SHARE A COMMON ACCESS AISLE. 3. PER ICC A117.1, 502.4.1: ACCESS AISLES SHALL ADJOIN AN ACCESSIBLE ROUTE. ACCESS AISLES MAY BE SHARED BETWEEN TWO SPACES. 4. PER ICC A117.1, 502.4.3: ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACES THEY SERVE. 5. PER ICC 117.1, 502.5: FLOOR OR GROUND SURFACES: (ICC A117.1, 502.5) PARKING SPACES AND ACCESS AISLES SHALL HAVE SURFACE SLOPES NO STEEPER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. 6. PER ICC A117.1, 502.6: A VERTICAL CLEARANCE OF 98" MINIMUM SHALL BE PROVIDED AT VAN ACCESSIBLE STALLS, AND ACCESS AISLES AND VEHICULAR ROUTES SERVING VAN ACCESSIBLE STALLS. 7. PER ICC 117.1, 502.8: PARKING SPACES AND ACCESS AISLES SHALL BE DESIGNED SO THAT CARS AND VANS, WHEN PARKED, CANNOT OBSTRUCT THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES. METAL SIGN W/ ROUNDED CORNERS INTERNATIONAL SYMBOL METAL SIGN W/ OF ACCESSIBILITY; ROUNDED CORNERS COLOR: WHITE ON BLUE BACKGROUND INTERNATIONAL SYMBOL OF ACCESSIBILITY; COLOR: WHITE ON BLUE _ - - - - - 1" TALL LETTERS TO READ BACKGROUND "VAN ACCESSIBLE" SUPPORT PIPE WHERE APPLICABLE z SUPPORT PIPE o WHERE APPLICABLE FINISH GRADE FINISH GRADE CONCRETE FOOTING CONCRETE FOOTING 0 N u CAR ACCESSIBLE STALL VAN ACCESSIBLE STALL NOTE: CENTER SIGNS ON EACH REQUIRED ACCESSIBLE STALL OR ZONE ACCESSIBLE STALL IDENTIFICATION ICC All. 1, SECTION 502.7 PARKING STALL SIGNAGE 1/4" = 1'-0" INTERNATIONAL SYMBOL OF ACCESSIBILITY (ICC A117.1, 703.6.3.1) COLOR: WHITE FIGURE ON BLUE BACKGROUND PER FEDERAL STANDARDS ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT_ DEAN E. KEL STATE OF WASHI Z J J J w o � Q Z W m < W ry w / 0 < = C0- o = DC U I o DC C (-o �-- Of 0 No ry p O O CL PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 [y1141]:1F:1I% PARKING SIGN ME ACCESSIBILITY SYMBOL 1/2" = 1'-0" SHEET # Al OmO3 0 NLO#2 HUB & TACK ° NORTHING 202529.52 g EASTING 1194495.13 ELEVATION: 18.06' RIM=17.22' O IE NW 18" ADS: 12.72' IE W 10 ADS: 3.20' T IESE 8" ADS: 13.97' IE E 8" ADS: 13.92' >z B-1 R(M=17.62' a IE W 8" ADS: 14.94' d d (i d d a x I 4 • �, G 4 d -. Q d° I - x® d VLT LT . �4 z, r D Z I � d � EXISTING 0 a - SOLID LID 4 d RIM=18.5' a < BUILDING IE NE 12 ADS: 14.356 d d -{ IE<S 6" ID.: 17.11' L1 IE S 8" ID:. 16.59' . 4 ° d 4 . Q d 4 a -- n ° ° n 10 0 10 20 Scale in Feet 4 NLO#2 HUB & TACK d NORTHING: 202529.52 EASTING: 1194495,13 a ELEVATION: 18:06' RIM=17.22' T IE NW 18" ADS: 12.72° IE W 10" ADS: 13.20' IE SE 8" ADS: 13.97` IE E 8" ADS: 13.92' *Ocrl n,] ° >:z B-1 �,.. RIM=17.62' 0 9 a i IE W B„ ADS:: 14.94' PILE CAP (TYPICAL) d ,gyp aI I ! f GRADE BREAK I i G a a. ° d a — I d LT I C v f SOLID LID aA 4 1 d RIM=18.8,5` v 4 r. BUILDING IE NE 12 ADS: 14.35'� d -# ' IEQS 6" ID: 17.11' d _D 4 IE S 8" ID:. 16.59' a � 4 z a a4.�. a DATUM Ll ® d d d Al N.G.V.D.88 10 0 10 20 Scale: 1 "=10' Scale in Feet i 0 is 0 In I ° :PERMIT DRAWINGS Ar ° 4m -SECTION A - TYPICAL PILE Scale in Feet LEGEND CATCH BASIN ® WATER VALVE WELL 0 WATER METER ®� IRRIGATION CONTROL VALVE SIGN POST 0 UTILITY POLE ® ELECTRICAL OUTLET Q0 ELECTRICAL BOX 0 YARD LIGHT 00 METAL POLE WITH CONCRETE BASE ® JUNCTION BOX ELECTRICAL VLT UTILITY VAULT C® CLEAN OUT C--C= ROCKERY WALL TS TELEPHONE BOOTH P PIPES TO GENERATOR HAND RAIL X -X X FENCE LINE d ' ° CONCRETE ASPHALT BUILDING BUILDING DECK NOTES: 1. HORIZONTAL DATUM: NAD 83/2011 (NORTH ZONE) PER TIES TO THE WASHINGTON STATE REFERENCE NETWORK (WSRN) 2. VERTICAL DATUM: NAVD88 PER TIES TO THE WSRN, SEE MAP FOR SITE BENCHMARKS 3. UTILITIES SHOWN HEREON PER LOCATES BY APS ON 11/10/2021. ALL UNDERGROUND UTILITY LOCATIONS TO BE FIELD VERIFIED BY POTHOLING OR EXCAVATION PRIOR TO CONSTRUCTION, CALL 811 BEFORE DIGGING. 4. FIELD SURVEY PERFORMED ON 8/24-25/2021 5. CONTOURS ARE AT 2 FOOT INTERVALS, EXPECTED ACCURACY IS ONE --HALF CONTOUR INTERVAL, SPOT SHOTS AND UTILITY ELEVATIONS ARE EXPECTED TO MATCH THE SITE BENCHMARK WITHIN 0.1' PRA TICE PROCEDURES SP80 GPS AND RANGER 7 DATA COLLECTOR USED FOR GPS TIES TO SURVEY CONTROL. CONVENTIONAL SURVEY WAS PERFORMED BY FIELD TRAVERSE WITH A SPECTRA PRECISION FOCUS 35 TOTAL STATION. FINAL RESULTS MEETING OR EXCEEDING THE CURRENT TRAVERSE STANDARDS CONTAINED IN W.A.C. 332-130-090. Mj LOW I a m THE APPROXIMATE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN ON THE PLANS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION OF EXISTING UTILITIES PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES THAT MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE, PRESERVE AND PROTECT UNDERGROUND UTILITIES. CALL 48 HOURS —WEFORE YOU DIG RafergusmLLE ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM Ak %�j N.L.Olson&Associates,Inc. Engineering, Planning and Surveying 2453 Bethel Avenue/P.O. Box 637 Port Orchard, WA 98366 (360) 876-2284 Li • • •� LLJ • . • • • r CL PROJECT # 22-12237 PERMIT DRAWINGS ISSUE DATE DECEMBER 22, 2022 REVISION SCHEDULE SHEET # 0 DATUM NAVD 88 SCALE: 1 " = 10' LEGEND �❑ CATCH BASIN ® WATER VALVE Qw WELL 0 WATER METER 0CV IRRIGATION CONTROL VALE SIGN POST -o- UTILITY POLE ® ELECTRICAL OUTLET (O ELECTRICAL BOX ):t YARD LIGHT 03:� METAL POLE WITH CONCRI JUNCTION BOX ELECTRICA VLT UTILITY VAULT Co CLEAN OUT C�C= ROCKERY WALL TB TELEPHONE BOOTH P PIPES TO GENERATOR :I_\III m2011 X X FENCE LINE CONCRETE ASPHALT BUILDING BUILDING DECK NOTES: 1. HORIZONTAL DATUM: NAD 83/2011 (NORTH ZONE) PER TIES TO THE WASHINGTON STATE REFERENCE NETWORK (WSRN) 2. VERTICAL DATUM: NAVD88 PER TIES TO THE WSRN, SEE MAP FOR SITE BENCHMARKS 3. UTILITIES SHOWN HEREON PER LOCATES BY APS ON 11/10/2021. ALL UNDERGROUND UTILITY LOCATIONS TO BE FIELD VERIFIED BY POTHOLING OR EXCAVATION PRIOR TO CONSTRUCTION. CALL 811 BEFORE DIGGING. 4. FIELD SURVEY PERFORMED ON 8/24-25/2021 5. CONTOURS ARE AT 2 FOOT INTERVALS, EXPECTED ACCURACY IS ONE—HALF CONTOUR INTERVAL, SPOT SHOTS AND UTILITY ELEVATIONS ARE EXPECTED TO MATCH THE SITE BENCHMARK WITHIN 0.1' PRACTICEf PROCEDURES SP80 GPS AND RANGER 7 DATA COLLECTOR USED FOR GPS TIES TO SURVEY CONTROL. CONVENTIONAL SURVEY WAS PERFORMED BY FIELD TRAVERSE WITH A SPECTRA PRECISION FOCUS 35 TOTAL STATION. FINAL RESULTS MEETING OR EXCEEDING THE CURRENT TRAVERSE STANDARDS CONTAINED IN W.A.C. 332-130-090. NO. I DATE I BY I DESCRIPTION Know what's below. Call before you dig. REVISIONS / PROSPECT STREET 7N r7 va 14, PARKING =17.84' 3 8" CONC.: bAY 5 I Ktt I 3/4" IRON -PIPE WITH CAP LS#1892 NOTE: REFER TO SHEET A20.01 FOR MORE UTILITY INFORMATION BY DATE A �A PORT ORCHARD CITY HALL IMPROVEMENTS DESIGNED A!-�& N.L. Olson & Associates, Inc. DRAWN vF 10/21 Engineering, Planning and Surveying r: ° " z r TOPOGRAPHIC SURVEY CHECKED DHM 10/21 ..' (360) 895-2350 or (360) 876-2284 APPROVED 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 Portion of the Northwest Quarter of the Southeast Quarter Section 26' Township 24 North � ��. �.A�a � ., ' ACCEPTED .�0 Range 1 East, W.M. in Kitsap County, Washington C1.01 1 1 1 1 le in Feet FOR: City of Port Orchard, Washington 216 Prospect Street Port Orchard, WA 98366 SCALE: 1 "= 10' DATE: November 16, 2021 DRAWING NUMBER 11746 SHEET 1 OF 2 DATUM NAVD 88 SCALE: 1 " = 30' NOTES: 1. HORIZONTAL DATUM: NAD 83/2011 (NORTH ZONE) PER TIES TO THE WASHINGTON STATE REFERENCE NETWORK (WSRN) 2. VERTICAL DATUM: NAVD88 PER TIES TO THE WSRN, SEE MAP FOR SITE BENCHMARKS PRACTICEf PROCEDURES SP80 GPS AND RANGER 7 DATA COLLECTOR USED FOR GPS TIES TO SURVEY CONTROL. CONVENTIONAL SURVEY WAS PERFORMED BY FIELD TRAVERSE WITH A SPECTRA PRECISION FOCUS 35 TOTAL STATION. FINAL RESULTS MEETING OR EXCEEDING THE CURRENT TRAVERSE STANDARDS CONTAINED IN W.A.C. 332-130-090. BOUNDARY NOTES: 1. RECORD OF SURVEY REFERENCES USED; VOLUME 51, PAGE 43 VOLUME 45, PAGE 87 VOLUME 52, PAGE 247 RECORDS OF KITSAP COUNTY, WASHINGTON. 2. QUIT CLAIM DEED AFN#3002253 RECORDS OF KITSAP COUNTY, WASHINGTON 3. STATUTORY WARRANTY DEED AFN#8212070026 RECORDS OF KITSAP COUNTY, WASHINGTON 4. THE CALCULATED POSITIONS OF THE MONUMENT LINES SHOWN HEREON WERE ESTABLISHED FROM PREVIOUS SURVEYS IN THE PLAT AS WELL AS FROM THE "MONUMENT MAP" PREPARED BY JOSIAH GIDEON, SURVEYOR, DATED APRIL, 1933, AND AVAILABLE FROM THE OFFICE OF THE CITY ENGINEER, CITY OR PORT ORCHARD. REVISIONS NO. I DATE I BY I DESCRIPTION / CALCULATED MONUMENT M FOUND 3/4" IRON PIPE WITH ILLEGIBLE CAP. 0.16' SE FROM CALC POSITION N1' 31' 13"E 395.34' — — — — — — M O PROSPECT STREET N N1° 31' 13"E 305.56' — — I M I I H LO W w to Z m 00 z 33' L'42"W 88° 56' 28"E 33' 2.00'� 47.23' 241.92' S1' 39' 42"W 15.00' N88` 20' 19"W ------2.00' NLO#1 NAIL NORTHING: 202594.29 M EASTING: 1194442.44 ELEVATION: 13.72' NLO#2 HUB & TACK NORTHING: 202529.52 EASTING: 1194495.13 ELEVATION: 18.06' 0 0 0 N S1' 39' 41 "W 179.20' N1` 39' 40"E 304.76' BAY STREET BY DATE DESIGNED A!-A�& N.L. Olson & Associates, Inc. DRAWN vF 10/21 Engineering, Planning and Surveying CHECKED DHM 10/21 (360) 895-2350 or (360) 876-2284 APPROVED 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 ACCEPTED /OWA /4) OF wnsfjj RD aif %tom 0 [� 49284 qW�o CISTE4'o �4 fON LAND S io ro FOUND 3/4" IRON PIPE WITH CAP LS#1892 0.2' SE FROM CALC POSITION 33' 33' 33' I 00 oF- �w 00 w w� N d (DV) bo Y 00 V) I FOUND 3/4" IRON PIPE WITH ILLEGIBLE CAP 33' 0 rn N M FOUND CONCRETE MONUMENT IN CASE, NO PIN N1 ` 41' 27"E 321.79' — — PORT ORCHARD CITY HALL IMPROVEMENTS BOUNDARY SURVEY Portion of the Northwest Quarter of the Southeast Quarter Section 26, Township 24 North, Range 1 East, W.M. in Kitsap County, Washington C1.02 1 1 1 •1 Scale in Feet FOR: City of Port Orchard, Washington 216 Prospect Street Port Orchard, WA 98366 SCALE: I "= 3 0' DATE: November 16, 2021 DRAWING NUMBER 11746 SHEET 2 OF 2 RIC�'eYgZISMILLER NOTE: THIS SKETCH IS PROVIDED AS A ROUGH GUIDE TO THE UNDERGROUND UTILITIES FOR THE WELL SYSTEM. GC IS RESPONSIBLE FOR VERIFYING EXACT LOCATIONS AND ELEVATIONS/INVERTS OF ALL LINES THAT INTERSECT WITH THE FOUNDATION OF THE PV ARRAY. COORDINATE WITH THE ARCHITECT AND STRUCTURAL ENGINEER FOR LINES THAT INTERSECT GRADE BEAMS AND FOOTINGS. tj 3p„ {,sue" I' r i \J� oc kc-c wc-k\ -- — _4. Lip, C�L ? (n,14i�t�+J �ee�kln., LRpcJ t_�n *A!Qtl.. \ l,U1'f��ccJ ��j`• ' � i r\� U,`I REMOVE CHAINLINK FENCING. POSTS TO REMAIN EXISTING WELL HEAD TO REMAIN. PROVIDE TEMP PUMP TO MAINTAIN FILL LINE OPERATION DURING CONSTRUCTION. REMOVE CHAINLINK FENCING AND POSTS. CHILLER TO BE REMOVED. B GRADE CHILLER LINES IN COP TO BE CUT BELOW GRADE, CE AND LEFT IN PLACE. REFER T MECHANICAL DRAWINGS FOR MORE INFO. REMOVE CONCRETE SLAB FROM UNDER CHILLER AREA OF DEMO FOR FOOTING AND GRADE BEAMS INSTALLATION. SAW CUT SIDEWALKS FOR CLEAN TRANSITION. REMOVE TREE AND BUSHES. PUMP HOUSE ROOFING AND PARAPET FLASHING TO BE REMOVED. PREPARE FOR NE ROOFING SYSTEM. PROTECT ANY ROOF TOP EQUIPMENT P PENETRATIONS. NOTES & LEGEND - SITE PLAN 1. REFERENCE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. 2. THIS BUILDING WILL REMAIN OPERATIONAL DURING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE STAGING PLANS TO THE CITY FOR THEIR RECORDS. STAGING PLAN MUST ALSO INCLUDE THE COMPLIANCE OF IBC CHAPTER 33 SHOWING PROTECTION OF PUBLIC PROPERTY, INCLUSION OF FIRE EXTINGUISHERS, MAINTENANCE OF MEANS OF EGRESS AND ACCESSIBLE MEANS OF EGRESS AND THE MAINTENANCE OF STANDPIPES. 3. GC TO VERIFY LOCATION OF ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO POWER, STORM, AND WATER LINES FROM WELLS AND UNDERGROUND TANK. NOTIFY ARCHITECT OF ANY CONFLICT BETWEEN FOUNDATION AND UTILITIES. DRIVEWAY/ SIDEWALK X X X FENCING -- PROPERTY LINE PROPERTY SETBACK BUILDING OUTLINE EXISTING CURBS, SIDEWALK, AND LANDSCAPING. PROTECT DURING CONSTRUCTION. GC TO REPLACE IF DAMAGED. GC TO REMOVE LIGHT POLES AND BASES. CAP UTILITIES. GC TO REMOVE AND PROTECT SIGNAGE FOR REINSTALLATION AFTER CONSTRUCTION. TYPICAL FOR ALL SIGNS IN CONSTRUCTION AREA. AREA OF DEMO FOR FOOTINGS AND GRADE BEAMS INSTALLATION. SAW CUT SIDEWALKS FOR CLEAN TRANSITION. REMOVE TREES AND BUSHES. TRENCH FOR NEW ELECTRICAL SERVICE AND UTILITY VAULT. REFER TO ELECTRICAL SITE PLAN WELL FILL LINE. REMOVE FROM AREA OF FOUNDATION WORK. PROVIDE NECESSARY TEMPORARY PUMP TO MAINTAIN OPERATION DURING CONSTRUCTION. NEW WELL LINE TO BE ROUTED AROUND FOOTINGS AND GRADE BEAMS. APPROXIMATE LOCATION OF UNDERGROUND UTILITIES. GC TO VERIFY EXACT LOCATIONS PRIOR TO FOOTING PLACEMENT. RELOCATE/REROUTE UTILITIES WHERE THEY INTERFERE WITH THE FOUNDATION EXISTING WELL LINE. REMOVE FROM AREA OF FOUNDATION WORK. GC TO VERIFY INVERTS AND COORDINATE WITH GRADE BEAMS TO MAINTAIN SLOPE AND OPERATION AFTER CONSTRUCTION. PROVIDE ELEVATIONS TO ARCHITECT FOR STRUCTURAL COORDINATION IF NEEDED. EXISTING WELL TANK COMPONENTS TO REMAIN. VERIFY EXACT LOCATION WITH GRADE BEAM INSTALLATION AND NOTIFY ARCHITECT WITH ANY DISCREPANCIES. EXISTING TREES ALONG KITSAP STREET TO BE TRIMMED BACK/REMOVED TO PERMIT INSTALLATION AND SOLAR EXPOSURE OF THE PV ARRAY. COORDINATE WITH THE CITY OF PORT ORCHARD AS THESE ARE IN THE RIGHT OF WAY. ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT ---" DEAN E. KEL STATE OF WASHI Z J J m Q J w o 00 Q = Z Lu U w ct m � Lu ry w � — V > Q = 0-= ct) 0� I o 0 No ry p O O CL PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 ENLARGED DEMO SITE PLAN UNDERGROUND UTILITY SKETCH - FOR REFERENCE ONLY 12" = 1'-0" FLOOR PLAN - PUMP HOUSE DEMO PLAN 1 /8" = V-0" SHEET # A20mOl NOTES & LEGEND - SITE PLAN RIC ergu lLLER ARCHITECTURE INTERIORS PLANNING VIZLAB PV ARRAY. REFER TO ST FOR BASIS OF DESIGN. C PROVIDE DESIGN/BUILD FOR FINAL PRODUCT PAINT STRUCTURE TO MF COLOR OF PUMP HOUSE EXISTING PUMP HOUSE. PAINT ON ALL WALLS, DO FRAMES TO MATCH EXIS1 COLOR. NEW BLACK VINYL COATE CHAINLINK AND MAN GAT PRIVACY SLATS. MATCH HEIGHT FOOTINGS BEYOND PER STRUCTURAL. DESIGN/BI CONTRACTOR TO PROVIE REQUIRED REACTIONS AI FOOTINGS FOR VERIFICATION. 1. REFERENCE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. 2. THIS BUILDING WILL REMAIN OPERATIONAL DURING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE STAGING PLANS TO THE CITY FOR THEIR RECORDS. STAGING PLAN MUST ALSO INCLUDE THE COMPLIANCE OF IBC CHAPTER 33 SHOWING PROTECTION OF PUBLIC PROPERTY, INCLUSION OF FIRE EXTINGUISHERS, MAINTENANCE OF MEANS OF EGRESS AND ACCESSIBLE MEANS OF EGRESS AND THE MAINTENANCE OF STANDPIPES. 3. GC TO VERIFY LOCATION OF ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO POWER, STORM, AND WATER LINES FROM WELLS AND UNDERGROUND TANK. NOTIFY ARCHITECT OF ANY CONFLICT BETWEEN FOUNDATION AND UTILITIES. DRIVEWAY/ SIDEWALK :33)- CANOPY SECTION N/S 3 A20.02 --------------- PV ARRAY STRUCTURE. REFER TO STRUCTURAL FOR BASIS OF DESIGN. GC TO PROVIDE DESIGN/BUILD SYSTEM FOR FINAL PRODUCT EXISTING PUMP HOUSE. NEW PAINT ON ALL WALLS, DOORS AND FRAMES TO MATCH EXISTING O° a a COLOR. M a o 9 i I EXISTING CMU ENCLOSURE. NEW 0PAINT ON ALL SIDES TO MATCH a __�L EXISTING COLOR. —III III III III III III a a a III III III NEW BLACK VINYL COATED a ° CHAINLINK WITH PRIVACY SLATS. FOOTINGS AND GRADE BEAMS 3 BEYOND PER STRUCTURAL. A20.02 DESIGN/BUILD CONTRACTOR TO PROVIDE REQUIRED REACTIONS AT FOOTINGS FOR VERIFICATION. CHAIN LINK GATE. NI VINYL COATED FABRI PRIVACY SLATS. MA_ EXISTING HEIGHT AN DIMENSIONS EXISTING CMU WALL; CLEAN AND PREP FO PAINT. PAINT ALL SIC MATCH EXISTING COI CHAIN LINK FENCING MAN GATE. MATCH E HEIGHT AND GATE LOCATION. NEW FAB BE BLACK VINYL COA WITH PRIVACY SLATE PROVIDE NEW ROOF PARAPET FLASHING PUMP -HOUSE. MATC EXISTING TYPE, COL( PROFILE OF FLASHIN ROOFING MATERIAL. CLEAN AND PREP EXI PUMP HOUSE EXTER WALLS FOR NEW PAII MATCH EXISTING COI INCLUDING TRIM WOI X X X FENCING -- PROPERTY LINE PROPERTY SETBACK BUILDING OUTLINE PROVIDE NEW SEAL -COAT OVER ENTIRE PARKING LOT AREA. PROVIDE NEW STRIPING. FILL AREA WITH GRAVEL TO MATCH EXISTING PATCHED ASPHALT FROM ELECTRICAL TRENCH AND UTILITY VAULT. MATCH ADJACENT. FOOTINGS AND GRADE BEAMS. REFER TO STRUCTURAL DRAWINGS. NEW CURBS TO MATCH ADJACENT. VERIFY EXACT LOCATION WITH GRADE BEAM INSTALLATION AND NOTIFY ARCHITECT WITH ANY DISCREPANCIES. NEW SIDEWALK TO BE INSTALLED IN SAME LOCATION AS ORIGINAL SIDEWALK. 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT_ DEAN E. KEL STATE OF WASHI Z J J m Q J J cn >- w o o co Q = Z Lucn U w m Lu ry w — V > 0 Q = O_= ct) o0 DC U I 0� o 0 No ry 0 0 0 CL PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 CANOPY SECTION E/W FLOOR PLAN - PUMP HOUSE 1 /8" = l'-0" % 1 /8" = V-0" I _L I SHEET # A20mO2 NOTES & LEGEND - DEMO AND FLOOR PLAN RIC ergu lLLER ARCHITECTURE INTERIORS PLANNING VIZLAB 1. FIELD VERIFY EXISTING CONDITIONS. NOTIFY ARCHITECT OF ANY DISCREPANCY PRIOR TO BEGINNING WORK. 2. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO PROTECT OWNER'S PERSONNEL AND GENERAL PUBLIC AT AREAS OF WORK. 3. PRESERVE AND PROTECT EXISTING CONSTRUCTION AND LIFE SAFETY SYSTEMS TO REMAIN. 4. COORDINATE REMOVAL AND STORAGE OF EXISTING FURNITURE, FIXTURES, EQUIPMENT AND ASSOCIATED HARDWARE TO BE SALVAGED AND STORED DURING CONSTRUCTION WITH OWNER. 5. DIMENSIONS ARE TO ROUGH FRAMING OR TO FACE OF EXISTING FINISHES, TYP LINO. 6. DIMENSIONS INDICATED AS "MIN" OR "CLR" ARE FROM NEAREST FINISH SURFACE, INCLUDING TRIM. 7. ROUGH DOOR OPENINGS ARE LOCATED 4" FROM NEAREST INTERSECTING WALL FRAMING, TYP UNO. 8. THIS BUILDING WILL REMAIN OPERATIONAL DURING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE STAGING PLANS TO THE CITY FOR THEIR RECORDS. STAGING PLAN MUST ALSO INCLUDE THE COMPLIANCE OF IBC CHAPTER 33 SHOWING PROTECTION OF PUBLIC PROPERTY, INCLUSION OF FIRE EXTINGUISHERS, MAINTENANCE OF MEANS OF EGRESS AND ACCESSIBLE MEANS OF EGRESS AND THE MAINTENANCE OF STANDPIPES. EXISTING ELEMENT TO REMAIN DEMOLITION ELEMENT � c NEW CONSTRUCTION ELEMENT OUT OF SCOPE KEY NOTES - DEMO PLAN # NOTE DESCRIPTION 1 REMOVE WINDOW. PREPARE ROUGH OPENING FOR NEW WINDOW INSTALLATION. TYPICAL ALL WINDOWS ON ALL LEVELS, PROVIDE TEMPORARY WEATHER PROTECTION ON ALL OPENINGS. 2 REMOVE HOLLOW METAL DOOR AND FRAME. PREPARE ROUGH OPENING TO RECEIVE NEW HOLLOW METAL DOOR, PROVIDE TEMPORARY WEATHER PROTECTION ON ALL OPENINGS. 3 REMOVE GATE AND PREPARE OPENING FOR NEW GATE, PROVIDE TEMPORARY WEATHER PROTECTION ON ALL OPENINGS. 4 REMOVE ROLL -DOWN DOOR. PREPARE OPENING FOR NEW ROLL -DOWN DOOR, PROVIDE TEMPORARY WEATHER PROTECTION ON ALL OPENINGS. 5 REMOVE EXTERIOR SIDING AND WEATHER BARRIER TO EXPOSE SHEATHING. IF SIGNS OF MOISTURE DAMAGE TO EXTERIOR SHEATHING IS PRESENT, REMOVE EXTERIOR SHEATHING IN DAMAGED AREAS ONLY. MAINTAIN RECORDS OF SQUARE FEET REMOVED. VERIFY INSULATION IS NOT WET AND REPLACE IF SIGNS OF MOISTURE DAMAGE ARE PRESENT. PREPARE REMAINING SHEATHING FOR NEW WRB INSTALLATION. TYPICAL AT ALL FIBER CEMENT SIDING. GC TO ASSUME 25% OF EXTERIOR SHEATHING SURFACE IS TO BE REPLACED WITH NEW SHEATHING AND INSULATION AND IS TO BE INCLUDED IN THE BASE BID. ANY DAMAGED AREAS BEING REMOVED ABOVE AND BEYOND THE ASSUMED 25% AREA WILL BE PER THE UNIT PRICING SPECIFICATIONS. 6 REMOVE CLOCK FACES AND ALL ASSOCIATED MECHANICAL COMPONENTS, PROVIDE TEMPORARY WEATHER PROTECTION WHEN CLOCK FACES ARE REMOVED. 7 REMOVE SHINGLES AND RIGID ROOFING INSULATION TO EXPOSE METAL ROOF DECK. REMOVE ANY EXPOSED FASTENERS AND PREPARE METAL DECK FOR NEW ROOFING ASSEMBLY, PROVIDE TEMPORARY WEATHER PROTECTION WHERE REQUIRED TO PREVENT WATER FROM ENTERING BUILDING. 8 PREPARE EXISTING DOOR FOR NEW FINISH INCLUDING BUT NOT LIMITED TO LOOSEN PAINT AND RUST. REPLACE ANY DAMAGED HARDWARE THAT IS PRESENT 9 REMOVE GUTTERS, DOWNSPOUTS AND SUPPORT HARDWARE 10 REMOVE EXISTING MECHANICAL EQUIPMENT, WATER HEATERS AND CONTROLS. PREPARE FOR NEW SYSTEM. DUCTING TO REMAIN, REFER TO MECHANICAL DEMO DRAWINGS FOR MORE INFORMATION. 11 REMOVE CASEWORK AND ALL SUPPORTING ELEMENTS 12 SAW CUT SLAB FOR FOOTING INSTALLATION. REFER TO STRUCTURAL FOR MORE INFORMATION 13 REMOVE AND PROTECT BRICKS TO PERMIT INSTALLATION OF NEW CANOPY STEEL BEAMS. TYPICAL (2) LOCATIONS 14 APPROX LOCATION OF BELOW GRADE CHILLER LINES IN CONDUIT. GC TO CUT THE LINES AND CONDUIT BELOW FINISHED FLOOR, CAP, AND LEAVE IN PLACE. 15 AREA OF NEW OUTDOOR HEAT PUMP UNITS. REFER TO MECHANICAL. 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT_ ✓ DEAN E. KEL STATE OF WASHI J w 00 Q = Z Lu U W m W Q Il C/) w / 0 < = 0- 0 = o Y� CL ~ 0 _� C'4 0 W ry p O n O CL PROJECT # 2020013 BID DOCUMENT ISSUE DATE APRIL 7, 2023 II:KA:Iae17:1 A lei aW:10■ LEVEL 1 - DEMO PLAN 1 /8" = 1'-01, 0 4' 8' 16' I I I SHEET # A20mO3 NOTES & LEGEND - DEMO AND FLOOR PLAN RIC ergu iLLER ARCHITECTURE INTERIORS PLANNING VIZLAB 0 rmi rm iij AI AI I EAI �AI I; me] 1. FIELD VERIFY EXISTING CONDITIONS. NOTIFY ARCHITECT OF ANY DISCREPANCY PRIOR TO BEGINNING WORK. 2. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO PROTECT OWNER'S PERSONNEL AND GENERAL PUBLIC AT AREAS OF WORK. 3. PRESERVE AND PROTECT EXISTING CONSTRUCTION AND LIFE SAFETY SYSTEMS TO REMAIN. 4. COORDINATE REMOVAL AND STORAGE OF EXISTING FURNITURE, FIXTURES, EQUIPMENT AND ASSOCIATED HARDWARE TO BE SALVAGED AND STORED DURING CONSTRUCTION WITH OWNER. 5. DIMENSIONS ARE TO ROUGH FRAMING OR TO FACE OF EXISTING FINISHES, TYP UNO. 6. DIMENSIONS INDICATED AS "MIN" OR "CLR" ARE FROM NEAREST FINISH SURFACE, INCLUDING TRIM. 7. ROUGH DOOR OPENINGS ARE LOCATED 4" FROM NEAREST INTERSECTING WALL FRAMING, TYP UNO. 8. THIS BUILDING WILL REMAIN OPERATIONAL DURING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE STAGING PLANS TO THE CITY FOR THEIR RECORDS. STAGING PLAN MUST ALSO INCLUDE THE COMPLIANCE OF IBC CHAPTER 33 SHOWING PROTECTION OF PUBLIC PROPERTY, INCLUSION OF FIRE EXTINGUISHERS, MAINTENANCE OF MEANS OF EGRESS AND ACCESSIBLE MEANS OF EGRESS AND THE MAINTENANCE OF STANDPIPES. EXISTING ELEMENT TO REMAIN T � II � u � DEMOLITION ELEMENT NEW CONSTRUCTION ELEMENT OUT OF SCOPE KEY NOTES - DEMO PLAN # NOTE DESCRIPTION 1 REMOVE WINDOW. PREPARE ROUGH OPENING FOR NEW WINDOW INSTALLATION. TYPICAL ALL WINDOWS ON ALL LEVELS, PROVIDE TEMPORARY WEATHER PROTECTION ON ALL OPENINGS. 2 REMOVE HOLLOW METAL DOOR AND FRAME. PREPARE ROUGH OPENING TO RECEIVE NEW HOLLOW METAL DOOR, PROVIDE TEMPORARY WEATHER PROTECTION ON ALL OPENINGS. 3 REMOVE GATE AND PREPARE OPENING FOR NEW GATE, PROVIDE TEMPORARY WEATHER PROTECTION ON ALL OPENINGS. 4 REMOVE ROLL -DOWN DOOR. PREPARE OPENING FOR NEW ROLL -DOWN DOOR, PROVIDE TEMPORARY WEATHER PROTECTION ON ALL OPENINGS. 5 REMOVE EXTERIOR SIDING AND WEATHER BARRIER TO EXPOSE SHEATHING. IF SIGNS OF MOISTURE DAMAGE TO EXTERIOR SHEATHING IS PRESENT, REMOVE EXTERIOR SHEATHING IN DAMAGED AREAS ONLY. MAINTAIN RECORDS OF SQUARE FEET REMOVED. VERIFY INSULATION IS NOT WET AND REPLACE IF SIGNS OF MOISTURE DAMAGE ARE PRESENT. PREPARE REMAINING SHEATHING FOR NEW WRB INSTALLATION. TYPICAL AT ALL FIBER CEMENT SIDING. GC TO ASSUME 25% OF EXTERIOR SHEATHING SURFACE IS TO BE REPLACED WITH NEW SHEATHING AND INSULATION AND IS TO BE INCLUDED IN THE BASE BID. ANY DAMAGED AREAS BEING REMOVED ABOVE AND BEYOND THE ASSUMED 25% AREA WILL BE PER THE UNIT PRICING SPECIFICATIONS. 6 REMOVE CLOCK FACES AND ALL ASSOCIATED MECHANICAL COMPONENTS, PROVIDE TEMPORARY WEATHER PROTECTION WHEN CLOCK FACES ARE REMOVED. 7 REMOVE SHINGLES AND RIGID ROOFING INSULATION TO EXPOSE METAL ROOF DECK. REMOVE ANY EXPOSED FASTENERS AND PREPARE METAL DECK FOR NEW ROOFING ASSEMBLY, PROVIDE TEMPORARY WEATHER PROTECTION WHERE REQUIRED TO PREVENT WATER FROM ENTERING BUILDING. 8 PREPARE EXISTING DOOR FOR NEW FINISH INCLUDING BUT NOT LIMITED TO LOOSEN PAINT AND RUST. REPLACE ANY DAMAGED HARDWARE THAT IS PRESENT 9 REMOVE GUTTERS, DOWNSPOUTS AND SUPPORT HARDWARE 10 REMOVE EXISTING MECHANICAL EQUIPMENT, WATER HEATERS AND CONTROLS. PREPARE FOR NEW SYSTEM. DUCTING TO REMAIN, REFER TO MECHANICAL DEMO DRAWINGS FOR MORE INFORMATION. 11 REMOVE CASEWORK AND ALL SUPPORTING ELEMENTS 12 SAW CUT SLAB FOR FOOTING INSTALLATION. REFER TO STRUCTURAL FOR MORE INFORMATION 13 REMOVE AND PROTECT BRICKS TO PERMIT INSTALLATION OF NEW CANOPY STEEL BEAMS. TYPICAL (2) LOCATIONS 14 APPROX LOCATION OF BELOW GRADE CHILLER LINES IN CONDUIT. GC TO CUT THE LINES AND CONDUIT BELOW FINISHED FLOOR, CAP, AND LEAVE IN PLACE. 15 AREA OF NEW OUTDOOR HEAT PUMP UNITS. REFER TO MECHANICAL. 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT_ ✓ DEAN E. KEL STATE OF WASHI J J cn >- II-- w o 00 Q = Z Lu U W 0) � W Q ry C/� W / 0 < = CO_ 0 = � o 0 ry L� p O n O CL PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 LEVEL 2 - DEMO PLAN LEVEL 2 - DEMO PLAN 1/8" = 1'-0" 0 4' 81 16, SHEET # A20mO4 NOTES & LEGEND - DEMO AND FLOOR PLAN RicEfergusmiLLER ARCHITECTURE INTERIORS PLANNING VIZLAB FIELD VERIFY EXISTING CONDITIONS. NOTIFY ARCHITECT OF ANY DISCREPANCY PRIOR TO BEGINNING WORK. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO PROTECT OWNER'S PERSONNEL AND GENERAL PUBLIC AT AREAS OF WORK. PRESERVE AND PROTECT EXISTING CONSTRUCTION AND LIFE SAFETY SYSTEMS TO REMAIN. COORDINATE REMOVAL AND STORAGE OF EXISTING FURNITURE, FIXTURES, EQUIPMENT AND ASSOCIATED HARDWARE TO BE SALVAGED AND STORED DURING CONSTRUCTION WITH OWNER. DIMENSIONS ARE TO ROUGH FRAMING OR TO FACE OF EXISTING FINISHES, TYP UNO. DIMENSIONS INDICATED AS "MIN" OR "CLR" ARE FROM NEAREST FINISH SURFACE, INCLUDING TRIM. ROUGH DOOR OPENINGS ARE LOCATED 4" FROM NEAREST INTERSECTING WALL FRAMING, TYP UNO. THIS BUILDING WILL REMAIN OPERATIONAL DURING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE STAGING PLANS TO THE CITY FOR THEIR RECORDS. STAGING PLAN MUST ALSO INCLUDE THE COMPLIANCE OF IBC CHAPTER 33 SHOWING PROTECTION OF PUBLIC PROPERTY, INCLUSION OF FIRE EXTINGUISHERS, MAINTENANCE OF MEANS OF EGRESS AND ACCESSIBLE MEANS OF EGRESS AND THE MAINTENANCE OF STANDPIPES. =J- T � II �� II � II � EXISTING ELEMENT TO REMAIN DEMOLITION ELEMENT NEW CONSTRUCTION ELEMENT OUT OF SCOPE KEY NOTES - DEMO PLAN # NOTE DESCRIPTION 1 REMOVE WINDOW. PREPARE ROUGH OPENING FOR NEW WINDOW INSTALLATION. TYPICAL ALL WINDOWS ON ALL LEVELS, PROVIDE TEMPORARY WEATHER PROTECTION ON ALL OPENINGS. 2 REMOVE HOLLOW METAL DOOR AND FRAME. PREPARE ROUGH OPENING TO RECEIVE NEW HOLLOW METAL DOOR, PROVIDE TEMPORARY WEATHER PROTECTION ON ALL OPENINGS. 3 REMOVE GATE AND PREPARE OPENING FOR NEW GATE, PROVIDE TEMPORARY WEATHER PROTECTION ON ALL OPENINGS. 4 REMOVE ROLL -DOWN DOOR. PREPARE OPENING FOR NEW ROLL -DOWN DOOR, PROVIDE TEMPORARY WEATHER PROTECTION ON ALL OPENINGS. 5 REMOVE EXTERIOR SIDING AND WEATHER BARRIER TO EXPOSE SHEATHING. IF SIGNS OF MOISTURE DAMAGE TO EXTERIOR SHEATHING IS PRESENT, REMOVE EXTERIOR SHEATHING IN DAMAGED AREAS ONLY. MAINTAIN RECORDS OF SQUARE FEET REMOVED. VERIFY INSULATION IS NOT WET AND REPLACE IF SIGNS OF MOISTURE DAMAGE ARE PRESENT. PREPARE REMAINING SHEATHING FOR NEW WRB INSTALLATION. TYPICAL AT ALL FIBER CEMENT SIDING. GC TO ASSUME 25% OF EXTERIOR SHEATHING SURFACE IS TO BE REPLACED WITH NEW SHEATHING AND INSULATION AND IS TO BE INCLUDED IN THE BASE BID, ANY DAMAGED AREAS BEING REMOVED ABOVE AND BEYOND THE ASSUMED 25% AREA WILL BE PER THE UNIT PRICING SPECIFICATIONS. 6 REMOVE CLOCK FACES AND ALL ASSOCIATED MECHANICAL COMPONENTS, PROVIDE TEMPORARY WEATHER PROTECTION WHEN CLOCK FACES ARE REMOVED. 7 REMOVE SHINGLES AND RIGID ROOFING INSULATION TO EXPOSE METAL ROOF DECK, REMOVE ANY EXPOSED FASTENERS AND PREPARE METAL DECK FOR NEW ROOFING ASSEMBLY, PROVIDE TEMPORARY WEATHER PROTECTION WHERE REQUIRED TO PREVENT WATER FROM ENTERING BUILDING. 8 PREPARE EXISTING DOOR FOR NEW FINISH INCLUDING BUT NOT LIMITED TO LOOSEN PAINT AND RUST. REPLACE ANY DAMAGED HARDWARE THAT IS PRESENT 9 REMOVE GUTTERS, DOWNSPOUTS AND SUPPORT HARDWARE 10 REMOVE EXISTING MECHANICAL EQUIPMENT, WATER HEATERS AND CONTROLS. PREPARE FOR NEW SYSTEM. DUCTING TO REMAIN, REFER TO MECHANICAL DEMO DRAWINGS FOR MORE INFORMATION. 11 REMOVE CASEWORK AND ALL SUPPORTING ELEMENTS 12 SAW CUT SLAB FOR FOOTING INSTALLATION. REFER TO STRUCTURAL FOR MORE INFORMATION 13 REMOVE AND PROTECT BRICKS TO PERMIT INSTALLATION OF NEW CANOPY STEEL BEAMS. TYPICAL (2) LOCATIONS 14 APPROX LOCATION OF BELOW GRADE CHILLER LINES IN CONDUIT. GC TO CUT THE LINES AND CONDUIT BELOW FINISHED FLOOR, CAP, AND LEAVE IN PLACE. 15 AREA OF NEW OUTDOOR HEAT PUMP UNITS. REFER TO MECHANICAL. 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT_ ✓ DEAN E. KEL STATE OF WASHI J J Q rim U a 0 0 CL Z W m W 0 w �J M Il U LL 0 LL 0 n CO W cM W m ct Q U) 0 U (2f W Q O_ = u) U 0 llf 0 CO Of C-I 0 0- PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE LEVEL 3 - DEMO PLAN LEVEL 3 - DEMO PLAN 1/8" = 1'-0" 0 4� 81 16, SHEET # A20mO5 MEZZ 4 - DEMO PLAN 1 /8" = 1'-01, 0 I 8 �- - - - - - - - - -----------�\�� I L------------- KEY NOTES - DEMO PLAN # NOTE DESCRIPTION 1 REMOVE WINDOW. PREPARE ROUGH OPENING FOR NEW WINDOW INSTALLATION. TYPICAL ALL WINDOWS ON ALL LEVELS, PROVIDE TEMPORARY WEATHER PROTECTION ON ALL OPENINGS. 2 REMOVE HOLLOW METAL DOOR AND FRAME. PREPARE ROUGH OPENING TO RECEIVE NEW HOLLOW METAL DOOR, PROVIDE TEMPORARY WEATHER PROTECTION ON ALL OPENINGS. REMOVE GATE AND PREPARE OPENING FOR NEW GATE, PROVIDE TEMPORARY WEATHER PROTECTION ON ALL 3 OPENINGS. 4 REMOVE ROLL -DOWN DOOR. PREPARE OPENING FOR NEW ROLL -DOWN DOOR, PROVIDE TEMPORARY WEATHER PROTECTION ON ALL OPENINGS. 5 REMOVE EXTERIOR SIDING AND WEATHER BARRIER TO EXPOSE SHEATHING. IF SIGNS OF MOISTURE DAMAGE TO EXTERIOR SHEATHING IS PRESENT, REMOVE EXTERIOR SHEATHING IN DAMAGED AREAS ONLY. MAINTAIN RECORDS OF SQUARE FEET REMOVED. VERIFY INSULATION IS NOT WET AND REPLACE IF SIGNS OF MOISTURE DAMAGE ARE PRESENT. PREPARE REMAINING SHEATHING FOR NEW WRB INSTALLATION. TYPICAL AT ALL FIBER CEMENT SIDING. GC TO ASSUME 25% OF EXTERIOR SHEATHING SURFACE IS TO BE REPLACED WITH NEW SHEATHING AND INSULATION AND IS TO BE INCLUDED IN THE BASE BID. ANY DAMAGED AREAS BEING REMOVED ABOVE AND BEYOND THE ASSUMED 25% AREA WILL BE PER THE UNIT PRICING SPECIFICATIONS. 6 REMOVE CLOCK FACES AND ALL ASSOCIATED MECHANICAL COMPONENTS, PROVIDE TEMPORARY WEATHER PROTECTION WHEN CLOCK FACES ARE REMOVED. 7 REMOVE SHINGLES AND RIGID ROOFING INSULATION TO EXPOSE METAL ROOF DECK. REMOVE ANY EXPOSED FASTENERS AND PREPARE METAL DECK FOR NEW ROOFING ASSEMBLY, PROVIDE TEMPORARY WEATHER PROTECTION WHERE REQUIRED TO PREVENT WATER FROM ENTERING BUILDING. PREPARE EXISTING DOOR FOR NEW FINISH INCLUDING BUT NOT LIMITED TO LOOSEN PAINT AND RUST. REPLACE ANY 8 DAMAGED HARDWARE THAT IS PRESENT 9 REMOVE GUTTERS, DOWNSPOUTS AND SUPPORT HARDWARE 10 REMOVE EXISTING MECHANICAL EQUIPMENT, WATER HEATERS AND CONTROLS. PREPARE FOR NEW SYSTEM. DUCTING TO REMAIN, REFER TO MECHANICAL DEMO DRAWINGS FOR MORE INFORMATION. 11 REMOVE CASEWORK AND ALL SUPPORTING ELEMENTS SAW CUT SLAB FOR FOOTING INSTALLATION. REFER TO STRUCTURAL FOR MORE INFORMATION 12 13 REMOVE AND PROTECT BRICKS TO PERMIT INSTALLATION OF NEW CANOPY STEEL BEAMS. TYPICAL (2) LOCATIONS 14 APPROX LOCATION OF BELOW GRADE CHILLER LINES IN CONDUIT. GC TO CUT THE LINES AND CONDUIT BELOW FINISHED FLOOR, CAP, AND LEAVE IN PLACE. AREA OF NEW OUTDOOR HEAT PUMP UNITS. REFER TO MECHANICAL. 15 0 NOTES & LEGEND - DEMO AND FLOOR PLAN 1. FIELD VERIFY EXISTING CONDITIONS. NOTIFY ARCHITECT OF ANY DISCREPANCY PRIOR TO BEGINNING WORK. 2. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO PROTECT OWNER'S PERSONNEL AND GENERAL PUBLIC AT AREAS OF WORK. 3. PRESERVE AND PROTECT EXISTING CONSTRUCTION AND LIFE SAFETY SYSTEMS TO REMAIN. 4. COORDINATE REMOVAL AND STORAGE OF EXISTING FURNITURE, FIXTURES, EQUIPMENT AND ASSOCIATED HARDWARE TO BE SALVAGED AND STORED DURING CONSTRUCTION WITH OWNER. 5. DIMENSIONS ARE TO ROUGH FRAMING OR TO FACE OF EXISTING FINISHES, TYP UNO. 6. DIMENSIONS INDICATED AS "MIN" OR "CLR" ARE FROM NEAREST FINISH SURFACE, INCLUDING TRIM. 7. ROUGH DOOR OPENINGS ARE LOCATED 4" FROM NEAREST INTERSECTING WALL FRAMING, TYP UNO. 8. THIS BUILDING WILL REMAIN OPERATIONAL DURING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE STAGING PLANS TO THE CITY FOR THEIR RECORDS. STAGING PLAN MUST ALSO INCLUDE THE COMPLIANCE OF IBC CHAPTER 33 SHOWING PROTECTION OF PUBLIC PROPERTY, INCLUSION OF FIRE EXTINGUISHERS, MAINTENANCE OF MEANS OF EGRESS AND ACCESSIBLE MEANS OF EGRESS AND THE MAINTENANCE OF STANDPIPES. EXISTING ELEMENT TO REMAIN DEMOLITION ELEMENT � c NEW CONSTRUCTION ELEMENT OUT OF SCOPE RIC ergusMILLER ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT_ ✓ DEAN E. KEL STATE OF WASHI J J Cn >- w o o Q = Z Lucn U w m Lu ry w — V > 0 Q = O_= ct) o0 DC U n 0� o 0 No ry L� 0 0 n 0 CL PROJECT # 2020013 BID DOCUMENT ISSUE DATE APRIL 7, 2023 MEZZANINES - DEMO PLAN MEZZ 3 - DEMO PLAN 1 /8" = V-0" MEZZ 2 - DEMO PLAN MEZZ 1 - DEMO PLAN 1 /8" = V-0" SHEET # A20mO6 NOTES & LEGEND — DEMO AND FLOOR PLAN RIC ergu lLLER ARCHITECTURE INTERIORS PLANNING VIZLAB r----------------- I \E F I I I I I I I I I I I I , I / I ; I / 9 Tr ------- ------------------------ i I I I u I ------------------------------------- I v'�/ 1 7 I I ----------------------- 1. I I ol ol ` I (Y' I i <� --------r -----> 9 % col/ � I I �\ I / -� I ------------- `%4, / I I I I I I I I I I I I �I I I I I I I I I I I I I I I I I ' I /• I, 9 --------------------, I I I I L — — — — — — — — — — — r— — — — — — — — (D FIELD VERIFY EXISTING CONDITIONS. NOTIFY ARCHITECT OF ANY DISCREPANCY PRIOR TO BEGINNING WORK. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO PROTECT OWNER'S PERSONNEL AND GENERAL PUBLIC AT AREAS OF WORK. PRESERVE AND PROTECT EXISTING CONSTRUCTION AND LIFE SAFETY SYSTEMS TO REMAIN. COORDINATE REMOVAL AND STORAGE OF EXISTING FURNITURE, FIXTURES, EQUIPMENT AND ASSOCIATED HARDWARE TO BE SALVAGED AND STORED DURING CONSTRUCTION WITH OWNER. DIMENSIONS ARE TO ROUGH FRAMING OR TO FACE OF EXISTING FINISHES, TYP UNO. DIMENSIONS INDICATED AS "MIN" OR "CLR" ARE FROM NEAREST FINISH SURFACE, INCLUDING TRIM. ROUGH DOOR OPENINGS ARE LOCATED 4" FROM NEAREST INTERSECTING WALL FRAMING, TYP UNO. THIS BUILDING WILL REMAIN OPERATIONAL DURING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE STAGING PLANS TO THE CITY FOR THEIR RECORDS. STAGING PLAN MUST ALSO INCLUDE THE COMPLIANCE OF IBC CHAPTER 33 SHOWING PROTECTION OF PUBLIC PROPERTY, INCLUSION OF FIRE EXTINGUISHERS, MAINTENANCE OF MEANS OF EGRESS AND ACCESSIBLE MEANS OF EGRESS AND THE MAINTENANCE OF STANDPIPES. EXISTING ELEMENT TO REMAIN DEMOLITION ELEMENT NEW CONSTRUCTION ELEMENT OUT OF SCOPE KEY NOTES — DEMO PLAN # NOTE DESCRIPTION 1 REMOVE WINDOW. PREPARE ROUGH OPENING FOR NEW WINDOW INSTALLATION. TYPICAL ALL WINDOWS ON ALL LEVELS, PROVIDE TEMPORARY WEATHER PROTECTION ON ALL OPENINGS. 2 REMOVE HOLLOW METAL DOOR AND FRAME. PREPARE ROUGH OPENING TO RECEIVE NEW HOLLOW METAL DOOR, PROVIDE TEMPORARY WEATHER PROTECTION ON ALL OPENINGS. 3 REMOVE GATE AND PREPARE OPENING FOR NEW GATE, PROVIDE TEMPORARY WEATHER PROTECTION ON ALL OPENINGS. 4 REMOVE ROLL -DOWN DOOR. PREPARE OPENING FOR NEW ROLL -DOWN DOOR, PROVIDE TEMPORARY WEATHER PROTECTION ON ALL OPENINGS. 5 REMOVE EXTERIOR SIDING AND WEATHER BARRIER TO EXPOSE SHEATHING. IF SIGNS OF MOISTURE DAMAGE TO EXTERIOR SHEATHING IS PRESENT, REMOVE EXTERIOR SHEATHING IN DAMAGED AREAS ONLY. MAINTAIN RECORDS OF SQUARE FEET REMOVED. VERIFY INSULATION IS NOT WET AND REPLACE IF SIGNS OF MOISTURE DAMAGE ARE PRESENT. PREPARE REMAINING SHEATHING FOR NEW WRB INSTALLATION. TYPICAL AT ALL FIBER CEMENT SIDING. GC TO ASSUME 25% OF EXTERIOR SHEATHING SURFACE IS TO BE REPLACED WITH NEW SHEATHING AND INSULATION AND IS TO BE INCLUDED IN THE BASE BID. ANY DAMAGED AREAS BEING REMOVED ABOVE AND BEYOND THE ASSUMED 25% AREA WILL BE PER THE UNIT PRICING SPECIFICATIONS. 6 REMOVE CLOCK FACES AND ALL ASSOCIATED MECHANICAL COMPONENTS, PROVIDE TEMPORARY WEATHER PROTECTION WHEN CLOCK FACES ARE REMOVED. 7 REMOVE SHINGLES AND RIGID ROOFING INSULATION TO EXPOSE METAL ROOF DECK. REMOVE ANY EXPOSED FASTENERS AND PREPARE METAL DECK FOR NEW ROOFING ASSEMBLY, PROVIDE TEMPORARY WEATHER PROTECTION WHERE REQUIRED TO PREVENT WATER FROM ENTERING BUILDING. 8 PREPARE EXISTING DOOR FOR NEW FINISH INCLUDING BUT NOT LIMITED TO LOOSEN PAINT AND RUST. REPLACE ANY DAMAGED HARDWARE THAT IS PRESENT 9 REMOVE GUTTERS, DOWNSPOUTS AND SUPPORT HARDWARE 10 REMOVE EXISTING MECHANICAL EQUIPMENT, WATER HEATERS AND CONTROLS. PREPARE FOR NEW SYSTEM. DUCTING TO REMAIN, REFER TO MECHANICAL DEMO DRAWINGS FOR MORE INFORMATION. 11 REMOVE CASEWORK AND ALL SUPPORTING ELEMENTS 12 SAW CUT SLAB FOR FOOTING INSTALLATION. REFER TO STRUCTURAL FOR MORE INFORMATION 13 REMOVE AND PROTECT BRICKS TO PERMIT INSTALLATION OF NEW CANOPY STEEL BEAMS. TYPICAL (2) LOCATIONS 14 APPROX LOCATION OF BELOW GRADE CHILLER LINES IN CONDUIT. GC TO CUT THE LINES AND CONDUIT BELOW FINISHED FLOOR, CAP, AND LEAVE IN PLACE. 15 AREA OF NEW OUTDOOR HEAT PUMP UNITS. REFER TO MECHANICAL. 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT_ ✓ DEAN E. KEL STATE OF WASHI LAI Own Q 0 0 CL W m W 0 �J � 0 LL Q Z ) LL 0 N� 0 0— �C-0 W M 00 w m ct Q U) 0 U (2f W Q O_ = u) U 0 llfo CO Of c-4 p 0- PROJECT # 2020013 BID DOCUMENT ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE DEMO PLAN - ROOF ROOF — DEMO PLAN 1 /8" = V-0" 0 4' 8' 16' SHEET # A20mO7 NOTES & LEGEND - DEMO RCP RicEfergusmiLLER ARCHITECTURE INTERIORS PLANNING VIZLAB GENERAL NOTES: 1. FIELD VERIFY EXISTING CONDITIONS. NOTIFY ARCHITECT OF ANY DISCREPANCY PRIOR TO BEGINNING WORK. 2. GC TO FIELD VERIFY EXTENT OF CEILING DEMOLITION REQUIRED TO INSTALL NECESSARY MECHANICAL AND ELECTRICAL COMPONENTS. REMOVE AND PROTECT CEILING TILES AND NECESSARY CEILING GRID FOR REINSTALLATION. 3. THIS BUILDING WILL REMAIN OPERATIONAL DURING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE STAGING PLANS TO THE CITY FOR THEIR RECORDS. STAGING PLAN MUST ALSO INCLUDE THE COMPLIANCE OF IBC CHAPTER 33 SHOWING PROTECTION OF PUBLIC PROPERTY, INCLUSION OF FIRE EXTINGUISHERS, MAINTENANCE OF MEANS OF EGRESS AND ACCESSIBLE MEANS OF EGRESS AND THE MAINTENANCE OF STANDPIPES. KEY NOTES - DEMO RCP # NOTE DESCRIPTION 1 HATCHED AREAS ARE A GENERAL REPRESENTATION OF THE CEILING AREAS THAT MAY REQUIRE REMOVAL TO ALLOW THE DEMO AND INSTALLATION OF MECHANICAL EQUIPMENT INCLUDING BUT NOT LIMITED TO VAV'S, AHU'S, REGISTERS, HEAT PUMPS, AND REFRIGERANT PIPING. CONTRACTOR TO FIELD VERIFY EXACT AREAS NEEDING REMOVAL BASED ON ELECTRICAL AND MECHANICAL PLANS. CEILING COMPONENTS INCLUDING TILES AND TRACKS THAT ARE REMOVED WILL BE PROTECTED FOR REINSTALLATION. IF PARTS ARE DAMAGED DURING REMOVAL GC WILL NEED TO REPLACE WITH MATCHING COMPONENTS 2 REMOVE ALL LIGHT FIXTURES. NEW LED FIXTURES WILL REPLACE ALL EXISTING LIGHT FIXTURES IN THEIR SAME LOCATION. GC TO FIELD VERIFY LIGHT LOCATIONS AND COUNTS PRIOR TO BIDDING. MATCH FIXTURE STYLE AND SIZE. REFER TO ELECTRICAL PLAN FOR MORE INFORMATION 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT_ ✓ DEAN E. KEL STATE OF WASHI J J Q �i� U I-- Z W W 0 DC J J Q 0 ry Q U 0 LL 0 n W M W � Q c/)� �o U � w Q 0- = U U 0 rL0 C-0� N � PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE LEVEL 1 - DEMO RCP LEVEL 1 - DEMO RCP 1 /8" = 1'-01, SHEET # A20ol 1 NOTES & LEGEND - DEMO RCP RicEfergusmiLLER ARCHITECTURE INTERIORS PLANNING VIZLAB GENERAL NOTES: 1. FIELD VERIFY EXISTING CONDITIONS. NOTIFY ARCHITECT OF ANY DISCREPANCY PRIOR TO BEGINNING WORK. 2. GC TO FIELD VERIFY EXTENT OF CEILING DEMOLITION REQUIRED TO INSTALL NECESSARY MECHANICAL AND ELECTRICAL COMPONENTS. REMOVE AND PROTECT CEILING TILES AND NECESSARY CEILING GRID FOR REINSTALLATION. 3. THIS BUILDING WILL REMAIN OPERATIONAL DURING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE STAGING PLANS TO THE CITY FOR THEIR RECORDS. STAGING PLAN MUST ALSO INCLUDE THE COMPLIANCE OF IBC CHAPTER 33 SHOWING PROTECTION OF PUBLIC PROPERTY, INCLUSION OF FIRE EXTINGUISHERS, MAINTENANCE OF MEANS OF EGRESS AND ACCESSIBLE MEANS OF EGRESS AND THE MAINTENANCE OF STANDPIPES. KEY NOTES - DEMO RCP # NOTE DESCRIPTION 1 HATCHED AREAS ARE A GENERAL REPRESENTATION OF THE CEILING AREAS THAT MAY REQUIRE REMOVAL TO ALLOW THE DEMO AND INSTALLATION OF MECHANICAL EQUIPMENT INCLUDING BUT NOT LIMITED TO VAV'S, AHU'S, REGISTERS, HEAT PUMPS, AND REFRIGERANT PIPING. CONTRACTOR TO FIELD VERIFY EXACT AREAS NEEDING REMOVAL BASED ON ELECTRICAL AND MECHANICAL PLANS. CEILING COMPONENTS INCLUDING TILES AND TRACKS THAT ARE REMOVED WILL BE PROTECTED FOR REINSTALLATION. IF PARTS ARE DAMAGED DURING REMOVAL GC WILL NEED TO REPLACE WITH MATCHING COMPONENTS 2 REMOVE ALL LIGHT FIXTURES. NEW LED FIXTURES WILL REPLACE ALL EXISTING LIGHT FIXTURES IN THEIR SAME LOCATION. GC TO FIELD VERIFY LIGHT LOCATIONS AND COUNTS PRIOR TO BIDDING. MATCH FIXTURE STYLE AND SIZE. REFER TO ELECTRICAL PLAN FOR MORE INFORMATION 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT_ ✓ DEAN E. KEL STATE OF WASHI J J Q �i� U I-- Z W W 0 DC J J Q 0 ry Q U 0 LL 0 n W M W � Q c/)� �o U � w Q 0- = U U 0 rL0 C-0� N � PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE LEVEL 2 - DEMO RCP LEVEL 2 - DEMO RCP 1 /8" = 1'-0" I I I SHEET # A20m12 NOTES & LEGEND - DEMO RCP RIC ergu lLLER ARCHITECTURE INTERIORS PLANNING VIZLAB AI I I � I I I � ��----------------- - --------------------------- fl I--------------------------- GENERAL NOTES: 1. FIELD VERIFY EXISTING CONDITIONS. NOTIFY ARCHITECT OF ANY DISCREPANCY PRIOR TO BEGINNING WORK. 2. GC TO FIELD VERIFY EXTENT OF CEILING DEMOLITION REQUIRED TO INSTALL NECESSARY MECHANICAL AND ELECTRICAL COMPONENTS. REMOVE AND PROTECT CEILING TILES AND NECESSARY CEILING GRID FOR REINSTALLATION. 3. THIS BUILDING WILL REMAIN OPERATIONAL DURING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE STAGING PLANS TO THE CITY FOR THEIR RECORDS. STAGING PLAN MUST ALSO INCLUDE THE COMPLIANCE OF IBC CHAPTER 33 SHOWING PROTECTION OF PUBLIC PROPERTY, INCLUSION OF FIRE EXTINGUISHERS, MAINTENANCE OF MEANS OF EGRESS AND ACCESSIBLE MEANS OF EGRESS AND THE MAINTENANCE OF STANDPIPES. KEY NOTES - DEMO RCP # NOTE DESCRIPTION 1 HATCHED AREAS ARE A GENERAL REPRESENTATION OF THE CEILING AREAS THAT MAY REQUIRE REMOVAL TO ALLOW THE DEMO AND INSTALLATION OF MECHANICAL EQUIPMENT INCLUDING BUT NOT LIMITED TO VAV'S, AHU'S, REGISTERS, HEAT PUMPS, AND REFRIGERANT PIPING. CONTRACTOR TO FIELD VERIFY EXACT AREAS NEEDING REMOVAL BASED ON ELECTRICAL AND MECHANICAL PLANS. CEILING COMPONENTS INCLUDING TILES AND TRACKS THAT ARE REMOVED WILL BE PROTECTED FOR REINSTALLATION. IF PARTS ARE DAMAGED DURING REMOVAL GC WILL NEED TO REPLACE WITH MATCHING COMPONENTS 2 REMOVE ALL LIGHT FIXTURES. NEW LED FIXTURES WILL REPLACE ALL EXISTING LIGHT FIXTURES IN THEIR SAME LOCATION. GC TO FIELD VERIFY LIGHT LOCATIONS AND COUNTS PRIOR TO BIDDING. MATCH FIXTURE STYLE AND SIZE. REFER TO ELECTRICAL PLAN FOR MORE INFORMATION 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT_ ✓ DEAN E. KEL STATE OF WASHI J w o � Q = Z Lu U w � am � Lu ry w — V > 0 Q = 0-= O� DC U n o 0 No ry ^' 0 0 n 0 CL PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE LEVEL 3 - DEMO RCP LEVEL 3 - DEMO RCP SHEET # A20m13 NOTES & LEGEND - FLOOR PLAN 1. DIMENSIONS ARE TO ROUGH FRAMING OR TO FACE OF EXISTING FINISHES, TYP UNO. 2. DIMENSIONS INDICATED AS "MIN' OR "CLR" ARE FROM NEAREST FINISH SURFACE, INCLUDING TRIM. 3. ROUGH DOOR OPENINGS ARE LOCATED 4" FROM NEAREST INTERSECTING WALL FRAMING, TYP LINO. 4. THIS BUILDING WILL REMAIN OPERATIONAL DURING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE STAGING PLANS TO THE CITY FOR THEIR RECORDS. STAGING PLAN MUST ALSO INCLUDE THE COMPLIANCE OF IBC CHAPTER 33 SHOWING PROTECTION OF PUBLIC PROPERTY, INCLUSION OF FIRE EXTINGUISHERS, MAINTENANCE OF MEANS OF EGRESS AND ACCESSIBLE MEANS OF EGRESS AND THE MAINTENANCE OF STANDPIPES. 5. GC TO REFER TO SHEET A02.02 FOR DEFERRED SUBMITTALS AND THEIR RESPONSIBILITY FOR ISSUING THEM. C EXISTING ELEMENT TO REMAIN NEW CONSTRUCTION ELEMENT OUT OF SCOPE KEY NOTES - FLOOR PLAN # NOTE DESCRIPTION 1 NEW CLEAR BRICK COATING ON ALL EXPOSED BRICK. PRIOR TO APPLICATION, REPAIR ALL GROUT HOLES AND SEALANT CRACKS. TYPICAL ALL BRICK AROUND ENTIRE BUILDING 2 NEW CEMBRIT LAP SIDING OVER R-10 RIGID INSULATION AND WEATHER BARRIER. TYPICAL ALL AREAS WHERE LAP SIDING WAS REMOVED. MATCH EXISTING PROFILES 3 NEW WINDOW TO MATCH EXISTING DESIGN. CONTRACTOR TO FIELD VERIFY ALL ROUGH OPENINGS. WINDOWS AT GROUND LEVEL TO BE FIXED, NON -OPERABLE. ALL UPPER LEVELS TO BE OPERABLE SIMILAR TO EXISTING DESIGN. PREPARE ROUGH OPENING PER MANUFACTURERS RECOMMENDED DETAILS FOR WRB SYSTEM. NEW FLASHING TO BE INSTALLED TO WEATHERIZE CONNECTION BETWEEN WINDOW AND BRICK. TYPICAL ALL WINDOW LOCATIONS 4 HOLLOW METAL DOOR AND FRAME TO MATCH EXISTING DIMENSIONS AND RATING. CONTRACTOR TO FIELD VERIFY ROUGH OPENINGS. PAINT TO MATCH NEW SIDING MATERIAL 5 INFILL WALL FRAMING WHERE CLOCK FACES WERE REMOVED. MATCH ADJACENT FRAMING TYPE AND THICKNESS. NEW EXTERIOR SHEATHING AND WRB SYSTEM TO BE INSTALLED. TYPICAL ALL (4) FACES OF CLOCK TOWER 6 NEW ROLL -DOWN DOOR AND AUTOMATIC OPENER TO FIT IN EXISTING ROUGH OPENING. CONTRACTOR TO FIELD VERIFY ROUGH OPENING 7 NEW 30-YEAR COMPOSITE SHINGLES OVER SELF -ADHERED UNDERLAYMENT COVERED WITH SYNTHETIC UNDERLAYMENT OVER ROOFING BOARD OVER VENT STRIPS OVER NEW RIGID INSULATION OVER NEW VAPOR BARRIER OVER EXISTING METAL DECK 8 GUTTER AND DOWN SPOUTS TO BE INSTALLED TO ALIGN WITH NEW ROOFING ELEVATION. MAINTAIN ORIGINAL DOWN SPOUT LOCATIONS AND CONNECTION TO STORM DRAIN. TYPICAL AROUND BUILDING 9 HI-PERF RIDGE VENT SLOPE TO SLOPE SHINGLED VERSION 10 HIP VENT 11 PRE -FABRICATED VENTED METAL FASCIA WITH DRIP, SIZE PER MANUFACTURER RECOMMENDATION, BASIS OF DESIGN: METAL -ERA HI-PERF VENTED FASCIA 12 NEW FALL PROTECTION ANCHOR. REFER TO STRUCTURAL FOR BLOCKING DETAILS 13 NEW EXHAUST LOUVER, SEE MECHANICAL. 14 EXISTING EXHAUST LOUVER TO REMAIN 15 NEW CONCRETE SLAB WHERE FOOTINGS WERE INSTALLED. MATCH ADJACENT FINISH AND COLOR 16 NEW TOWER CLOCK WITH BACKGROUND MOUNTING. (BASIS OF DESIGN: ELECTRICTIME1100 SILHOUETTE - MARKERS ON BACKGROUND). TYPICAL (4) SIDES OF CLOCK TOWER 17 NEW GATE TO MATCH EXISTING. MATCH MATERIALS, STYLE, AND HARDWARE. A 32.01 RicEfergusmiLLER ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT_ ✓ DEAN E. KEL STATE OF WASHI W Lu 0 DC U M LL C) ol. 0 ry 0 n Cfl Cfl W M W � Q C/) � 0 U W Q 0- = U) U 0 rL0 N � PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE FLOOR PLAN - LEVEL 1 SHEET # A21 ol 1 1 A31.04 RicEfergusmiLLER ARCHITECTURE INTERIORS PLANNING VIZLAB D 0 �.4 NOTES & LEGEND - FLOOR PLAN 1. DIMENSIONS ARE TO ROUGH FRAMING OR TO FACE OF EXISTING FINISHES, TYP UNO. 2. DIMENSIONS INDICATED AS "MIN" OR "CLR" ARE FROM NEAREST FINISH SURFACE, INCLUDING TRIM. 3. ROUGH DOOR OPENINGS ARE LOCATED 4" FROM NEAREST INTERSECTING WALL FRAMING, TYP UNO. 4. THIS BUILDING WILL REMAIN OPERATIONAL DURING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE STAGING PLANS TO THE CITY FOR THEIR RECORDS. STAGING PLAN MUST ALSO INCLUDE THE COMPLIANCE OF IBC CHAPTER 33 SHOWING PROTECTION OF PUBLIC PROPERTY, INCLUSION OF FIRE EXTINGUISHERS, MAINTENANCE OF MEANS OF EGRESS AND ACCESSIBLE MEANS OF EGRESS AND THE MAINTENANCE OF STANDPIPES. 5. GC TO REFER TO SHEET A02.02 FOR DEFERRED SUBMITTALS AND THEIR RESPONSIBILITY FOR ISSUING THEM. i EXISTING ELEMENT TO REMAIN NEW CONSTRUCTION ELEMENT OUT OF SCOPE KEY NOTES - FLOOR PLAN # NOTE DESCRIPTION 1 NEW CLEAR BRICK COATING ON ALL EXPOSED BRICK. PRIOR TO APPLICATION, REPAIR ALL GROUT HOLES AND SEALANT CRACKS. TYPICAL ALL BRICK AROUND ENTIRE BUILDING 2 NEW CEMBRIT LAP SIDING OVER R-10 RIGID INSULATION AND WEATHER BARRIER. TYPICAL ALL AREAS WHERE LAP SIDING WAS REMOVED. MATCH EXISTING PROFILES 3 NEW WINDOW TO MATCH EXISTING DESIGN. CONTRACTOR TO FIELD VERIFY ALL ROUGH OPENINGS. WINDOWS AT GROUND LEVEL TO BE FIXED, NON -OPERABLE. ALL UPPER LEVELS TO BE OPERABLE SIMILAR TO EXISTING DESIGN. PREPARE ROUGH OPENING PER MANUFACTURERS RECOMMENDED DETAILS FOR WRB SYSTEM. NEW FLASHING TO BE INSTALLED TO WEATHERIZE CONNECTION BETWEEN WINDOW AND BRICK. TYPICAL ALL WINDOW LOCATIONS 4 HOLLOW METAL DOOR AND FRAME TO MATCH EXISTING DIMENSIONS AND RATING. CONTRACTOR TO FIELD VERIFY ROUGH OPENINGS. PAINT TO MATCH NEW SIDING MATERIAL 5 INFILL WALL FRAMING WHERE CLOCK FACES WERE REMOVED. MATCH ADJACENT FRAMING TYPE AND THICKNESS. NEW EXTERIOR SHEATHING AND WRB SYSTEM TO BE INSTALLED. TYPICAL ALL (4) FACES OF CLOCK TOWER 6 NEW ROLL -DOWN DOOR AND AUTOMATIC OPENER TO FIT IN EXISTING ROUGH OPENING. CONTRACTOR TO FIELD VERIFY ROUGH OPENING 7 NEW 30-YEAR COMPOSITE SHINGLES OVER SELF -ADHERED UNDERLAYMENT COVERED WITH SYNTHETIC UNDERLAYMENT OVER ROOFING BOARD OVER VENT STRIPS OVER NEW RIGID INSULATION OVER NEW VAPOR BARRIER OVER EXISTING METAL DECK 8 GUTTER AND DOWN SPOUTS TO BE INSTALLED TO ALIGN WITH NEW ROOFING ELEVATION. MAINTAIN ORIGINAL DOWN SPOUT LOCATIONS AND CONNECTION TO STORM DRAIN. TYPICAL AROUND BUILDING 9 HI-PERF RIDGE VENT SLOPE TO SLOPE SHINGLED VERSION 10 HIP VENT 11 PRE -FABRICATED VENTED METAL FASCIA WITH DRIP, SIZE PER MANUFACTURER RECOMMENDATION, BASIS OF DESIGN: METAL -ERA HI-PERF VENTED FASCIA 12 NEW FALL PROTECTION ANCHOR. REFER TO STRUCTURAL FOR BLOCKING DETAILS 13 NEW EXHAUST LOUVER, SEE MECHANICAL. 14 EXISTING EXHAUST LOUVER TO REMAIN 15 NEW CONCRETE SLAB WHERE FOOTINGS WERE INSTALLED. MATCH ADJACENT FINISH AND COLOR 16 NEW TOWER CLOCK WITH BACKGROUND MOUNTING. (BASIS OF DESIGN: ELECTRICTIME1100 SILHOUETTE - MARKERS ON BACKGROUND). TYPICAL (4) SIDES OF CLOCK TOWER 17 NEW GATE TO MATCH EXISTING. MATCH MATERIALS, STYLE, AND HARDWARE. 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT_ ✓ DEAN E. KEL STATE OF WASHI �i� U 0 0 0 0. cn Z uj !Fm 0 DC �J n LL Q C) ol. 0 LL 0 n Cfl �CD W M W � Q C/) � 0 U W Q 0- = U) U 0 rL0 N � PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE FLOOR PLAN - LEVEL 2 LEVEL 2 - FLOOR PLAN 1/8" = 1'-0" 0 4- 81 16' SHEET # A21 ml 2 1 A31.04 RicEfergusmiLLER ARCHITECTURE INTERIORS PLANNING VIZLAB O L.4 1 m I NOTES & LEGEND - FLOOR PLAN 1. DIMENSIONS ARE TO ROUGH FRAMING OR TO FACE OF EXISTING FINISHES, TYP UNO. 2. DIMENSIONS INDICATED AS "MIN" OR "CLR" ARE FROM NEAREST FINISH SURFACE, INCLUDING TRIM. 3. ROUGH DOOR OPENINGS ARE LOCATED 4" FROM NEAREST INTERSECTING WALL FRAMING, TYP UNO. 4. THIS BUILDING WILL REMAIN OPERATIONAL DURING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE STAGING PLANS TO THE CITY FOR THEIR RECORDS. STAGING PLAN MUST ALSO INCLUDE THE COMPLIANCE OF IBC CHAPTER 33 SHOWING PROTECTION OF PUBLIC PROPERTY, INCLUSION OF FIRE EXTINGUISHERS, MAINTENANCE OF MEANS OF EGRESS AND ACCESSIBLE MEANS OF EGRESS AND THE MAINTENANCE OF STANDPIPES. 5. GC TO REFER TO SHEET A02.02 FOR DEFERRED SUBMITTALS AND THEIR RESPONSIBILITY FOR ISSUING THEM. I EXISTING ELEMENT TO REMAIN NEW CONSTRUCTION ELEMENT OUT OF SCOPE KEY NOTES - FLOOR PLAN # NOTE DESCRIPTION 1 NEW CLEAR BRICK COATING ON ALL EXPOSED BRICK. PRIOR TO APPLICATION, REPAIR ALL GROUT HOLES AND SEALANT CRACKS. TYPICAL ALL BRICK AROUND ENTIRE BUILDING 2 NEW CEMBRIT LAP SIDING OVER R-10 RIGID INSULATION AND WEATHER BARRIER. TYPICAL ALL AREAS WHERE LAP SIDING WAS REMOVED. MATCH EXISTING PROFILES 3 NEW WINDOW TO MATCH EXISTING DESIGN. CONTRACTOR TO FIELD VERIFY ALL ROUGH OPENINGS. WINDOWS AT GROUND LEVEL TO BE FIXED, NON -OPERABLE. ALL UPPER LEVELS TO BE OPERABLE SIMILAR TO EXISTING DESIGN. PREPARE ROUGH OPENING PER MANUFACTURERS RECOMMENDED DETAILS FOR WRB SYSTEM. NEW FLASHING TO BE INSTALLED TO WEATHERIZE CONNECTION BETWEEN WINDOW AND BRICK. TYPICAL ALL WINDOW LOCATIONS 4 HOLLOW METAL DOOR AND FRAME TO MATCH EXISTING DIMENSIONS AND RATING. CONTRACTOR TO FIELD VERIFY ROUGH OPENINGS. PAINT TO MATCH NEW SIDING MATERIAL 5 INFILL WALL FRAMING WHERE CLOCK FACES WERE REMOVED. MATCH ADJACENT FRAMING TYPE AND THICKNESS. NEW EXTERIOR SHEATHING AND WRB SYSTEM TO BE INSTALLED. TYPICAL ALL (4) FACES OF CLOCK TOWER 6 NEW ROLL -DOWN DOOR AND AUTOMATIC OPENER TO FIT IN EXISTING ROUGH OPENING. CONTRACTOR TO FIELD VERIFY ROUGH OPENING 7 NEW 30-YEAR COMPOSITE SHINGLES OVER SELF -ADHERED UNDERLAYMENT COVERED WITH SYNTHETIC UNDERLAYMENT OVER ROOFING BOARD OVER VENT STRIPS OVER NEW RIGID INSULATION OVER NEW VAPOR BARRIER OVER EXISTING METAL DECK 8 GUTTER AND DOWN SPOUTS TO BE INSTALLED TO ALIGN WITH NEW ROOFING ELEVATION. MAINTAIN ORIGINAL DOWN SPOUT LOCATIONS AND CONNECTION TO STORM DRAIN. TYPICAL AROUND BUILDING 9 HI-PERF RIDGE VENT SLOPE TO SLOPE SHINGLED VERSION 10 HIP VENT 11 PRE -FABRICATED VENTED METAL FASCIA WITH DRIP, SIZE PER MANUFACTURER RECOMMENDATION, BASIS OF DESIGN: METAL -ERA HI-PERF VENTED FASCIA 12 NEW FALL PROTECTION ANCHOR. REFER TO STRUCTURAL FOR BLOCKING DETAILS 13 NEW EXHAUST LOUVER, SEE MECHANICAL. 14 EXISTING EXHAUST LOUVER TO REMAIN 15 NEW CONCRETE SLAB WHERE FOOTINGS WERE INSTALLED. MATCH ADJACENT FINISH AND COLOR 16 NEW TOWER CLOCK WITH BACKGROUND MOUNTING. (BASIS OF DESIGN: ELECTRICTIME1100 SILHOUETTE - MARKERS ON BACKGROUND). TYPICAL (4) SIDES OF CLOCK TOWER 17 NEW GATE TO MATCH EXISTING. MATCH MATERIALS, STYLE, AND HARDWARE. 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT_ ✓ DEAN E. KEL STATE OF WASHI �i� ICJ 0 a 0 0 0. W uj 0 DC M LL C) ol. 0 ry 0 n Cfl Cfl W M W � Q C/) � 0 U W Q 0- = U) U 0 rL0 N � PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE FLOOR PLAN - LEVEL 3 LEVEL 3 - FLOOR PLAN 1/8" = 1'-0" 0 4- 81 16' SHEET # A21 ol 3 22 - 7t M CV 21 - 20 - MEZZ 4 - FLOOR PLAN 1 /8" = 1'-01, 22 - 21 - 20 - 0 4' 8' 16, 22 - 21 - 20 - KEY NOTES - FLOOR PLAN # NOTE DESCRIPTION 1 NEW CLEAR BRICK COATING ON ALL EXPOSED BRICK. PRIOR TO APPLICATION, REPAIR ALL GROUT HOLES AND SEALANT CRACKS. TYPICAL ALL BRICK AROUND ENTIRE BUILDING 2 NEW CEMBRIT LAP SIDING OVER R-10 RIGID INSULATION AND WEATHER BARRIER. TYPICAL ALL AREAS WHERE LAP SIDING WAS REMOVED. MATCH EXISTING PROFILES 3 NEW WINDOW TO MATCH EXISTING DESIGN. CONTRACTOR TO FIELD VERIFY ALL ROUGH OPENINGS. WINDOWS AT GROUND LEVEL TO BE FIXED, NON -OPERABLE. ALL UPPER LEVELS TO BE OPERABLE SIMILAR TO EXISTING DESIGN. PREPARE ROUGH OPENING PER MANUFACTURERS RECOMMENDED DETAILS FOR WRB SYSTEM. NEW FLASHING TO BE INSTALLED TO WEATHERIZE CONNECTION BETWEEN WINDOW AND BRICK. TYPICAL ALL WINDOW LOCATIONS 4 HOLLOW METAL DOOR AND FRAME TO MATCH EXISTING DIMENSIONS AND RATING. CONTRACTOR TO FIELD VERIFY ROUGH OPENINGS. PAINT TO MATCH NEW SIDING MATERIAL 5 INFILL WALL FRAMING WHERE CLOCK FACES WERE REMOVED. MATCH ADJACENT FRAMING TYPE AND THICKNESS. NEW EXTERIOR SHEATHING AND WRB SYSTEM TO BE INSTALLED. TYPICAL ALL (4) FACES OF CLOCK TOWER 6 NEW ROLL -DOWN DOOR AND AUTOMATIC OPENER TO FIT IN EXISTING ROUGH OPENING. CONTRACTOR TO FIELD VERIFY ROUGH OPENING 7 NEW 30-YEAR COMPOSITE SHINGLES OVER SELF -ADHERED UNDERLAYMENT COVERED WITH SYNTHETIC UNDERLAYMENT OVER ROOFING BOARD OVER VENT STRIPS OVER NEW RIGID INSULATION OVER NEW VAPOR BARRIER OVER EXISTING METAL DECK 8 GUTTER AND DOWN SPOUTS TO BE INSTALLED TO ALIGN WITH NEW ROOFING ELEVATION. MAINTAIN ORIGINAL DOWN SPOUT LOCATIONS AND CONNECTION TO STORM DRAIN. TYPICAL AROUND BUILDING 9 HI-PERF RIDGE VENT SLOPE TO SLOPE SHINGLED VERSION 10 HIP VENT 11 PRE -FABRICATED VENTED METAL FASCIA WITH DRIP, SIZE PER MANUFACTURER RECOMMENDATION, BASIS OF DESIGN: METAL -ERA HI-PERF VENTED FASCIA 12 NEW FALL PROTECTION ANCHOR. REFER TO STRUCTURAL FOR BLOCKING DETAILS 13 NEW EXHAUST LOUVER, SEE MECHANICAL. 14 EXISTING EXHAUST LOUVER TO REMAIN 15 NEW CONCRETE SLAB WHERE FOOTINGS WERE INSTALLED. MATCH ADJACENT FINISH AND COLOR 16 NEW TOWER CLOCK WITH BACKGROUND MOUNTING. (BASIS OF DESIGN: ELECTRICTIME1100 SILHOUETTE - MARKERS ON BACKGROUND). TYPICAL (4) SIDES OF CLOCK TOWER 17 NEW GATE TO MATCH EXISTING. MATCH MATERIALS, STYLE, AND HARDWARE. 4 A32.02 - 21 NOTES & LEGEND FLOOR PLAN 1. DIMENSIONS ARE TO ROUGH FRAMING OR TO FACE OF EXISTING FINISHES, TYP UNO. 2. DIMENSIONS INDICATED AS "MIN" OR "CLR" ARE FROM NEAREST FINISH SURFACE, INCLUDING TRIM. 3. ROUGH DOOR OPENINGS ARE LOCATED 4" FROM NEAREST INTERSECTING WALL FRAMING, TYP UNO. 4. THIS BUILDING WILL REMAIN OPERATIONAL DURING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE STAGING PLANS TO THE CITY FOR THEIR RECORDS. STAGING PLAN MUST ALSO INCLUDE THE COMPLIANCE OF IBC CHAPTER 33 SHOWING PROTECTION OF PUBLIC PROPERTY, INCLUSION OF FIRE EXTINGUISHERS, MAINTENANCE OF MEANS OF EGRESS AND ACCESSIBLE MEANS OF EGRESS AND THE MAINTENANCE OF STANDPIPES. 5. GC TO REFER TO SHEET A02.02 FOR DEFERRED SUBMITTALS AND THEIR RESPONSIBILITY FOR ISSUING THEM. EXISTING ELEMENT TO REMAIN NEW CONSTRUCTION ELEMENT OUT OF SCOPE RicEfergusmiLLER ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT_ ✓ DEAN E. KEL STATE OF WASHI J I— w 00 = Z Lu U w m � W 0 ry U) UUJI ~ > 0 Q 0-= O 0 0 DC U � o DC Q 0 N 0 c� ry 0 0 n �c 0 CL PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE FLOOR PLAN - MEZZANINES MEZZ 3 - FLOOR PLAN 1 /8" = 1'-0" 0 4- 8' 16' MEZZ 2 - FLOOR PLAN 1 /8" = 11-01. 0 4' 8' 16' MEZZ 1 - FLOOR PLAN 1 /8" = 1'-0" 0 4' 8' 16' SHEET # A21m14 1 A31.04 RIC ergu iLLER ARCHITECTURE INTERIORS PLANNING VIZLAB 1 A31.05 \D� 25 24 J � L) L.4 m NOTES & LEGEND - FLOOR PLAN 1. DIMENSIONS ARE TO ROUGH FRAMING OR TO FACE OF EXISTING FINISHES, TYP UNO. 2. DIMENSIONS INDICATED AS "MIN" OR "CLR" ARE FROM NEAREST FINISH SURFACE, INCLUDING TRIM. 3. ROUGH DOOR OPENINGS ARE LOCATED 4" FROM NEAREST INTERSECTING WALL FRAMING, TYP UNO. 4. THIS BUILDING WILL REMAIN OPERATIONAL DURING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE STAGING PLANS TO THE CITY FOR THEIR RECORDS. STAGING PLAN MUST ALSO INCLUDE THE COMPLIANCE OF IBC CHAPTER 33 SHOWING PROTECTION OF PUBLIC PROPERTY, INCLUSION OF FIRE EXTINGUISHERS, MAINTENANCE OF MEANS OF EGRESS AND ACCESSIBLE MEANS OF EGRESS AND THE MAINTENANCE OF STANDPIPES. 5. GC TO REFER TO SHEET A02.02 FOR DEFERRED SUBMITTALS AND THEIR RESPONSIBILITY FOR ISSUING THEM. EXISTING ELEMENT TO REMAIN ::=j NEW CONSTRUCTION ELEMENT OUT OF SCOPE KEY NOTES - FLOOR PLAN # NOTE DESCRIPTION 1 NEW CLEAR BRICK COATING ON ALL EXPOSED BRICK. PRIOR TO APPLICATION, REPAIR ALL GROUT HOLES AND SEALANT CRACKS. TYPICAL ALL BRICK AROUND ENTIRE BUILDING 2 NEW CEMBRIT LAP SIDING OVER R-10 RIGID INSULATION AND WEATHER BARRIER. TYPICAL ALL AREAS WHERE LAP SIDING WAS REMOVED. MATCH EXISTING PROFILES 3 NEW WINDOW TO MATCH EXISTING DESIGN. CONTRACTOR TO FIELD VERIFY ALL ROUGH OPENINGS. WINDOWS AT GROUND LEVEL TO BE FIXED, NON -OPERABLE. ALL UPPER LEVELS TO BE OPERABLE SIMILAR TO EXISTING DESIGN. PREPARE ROUGH OPENING PER MANUFACTURERS RECOMMENDED DETAILS FOR WRB SYSTEM. NEW FLASHING TO BE INSTALLED TO WEATHERIZE CONNECTION BETWEEN WINDOW AND BRICK. TYPICAL ALL WINDOW LOCATIONS 4 HOLLOW METAL DOOR AND FRAME TO MATCH EXISTING DIMENSIONS AND RATING. CONTRACTOR TO FIELD VERIFY ROUGH OPENINGS. PAINT TO MATCH NEW SIDING MATERIAL 5 INFILL WALL FRAMING WHERE CLOCK FACES WERE REMOVED. MATCH ADJACENT FRAMING TYPE AND THICKNESS. NEW EXTERIOR SHEATHING AND WRB SYSTEM TO BE INSTALLED. TYPICAL ALL (4) FACES OF CLOCK TOWER 6 NEW ROLL -DOWN DOOR AND AUTOMATIC OPENER TO FIT IN EXISTING ROUGH OPENING. CONTRACTOR TO FIELD VERIFY ROUGH OPENING 7 NEW 30-YEAR COMPOSITE SHINGLES OVER SELF -ADHERED UNDERLAYMENT COVERED WITH SYNTHETIC UNDERLAYMENT OVER ROOFING BOARD OVER VENT STRIPS OVER NEW RIGID INSULATION OVER NEW VAPOR BARRIER OVER EXISTING METAL DECK 8 GUTTER AND DOWN SPOUTS TO BE INSTALLED TO ALIGN WITH NEW ROOFING ELEVATION. MAINTAIN ORIGINAL DOWN SPOUT LOCATIONS AND CONNECTION TO STORM DRAIN. TYPICAL AROUND BUILDING 9 HI-PERF RIDGE VENT SLOPE TO SLOPE SHINGLED VERSION 10 HIP VENT 11 PRE -FABRICATED VENTED METAL FASCIA WITH DRIP, SIZE PER MANUFACTURER RECOMMENDATION, BASIS OF DESIGN: METAL -ERA HI-PERF VENTED FASCIA 12 NEW FALL PROTECTION ANCHOR. REFER TO STRUCTURAL FOR BLOCKING DETAILS 13 NEW EXHAUST LOUVER, SEE MECHANICAL. 14 EXISTING EXHAUST LOUVER TO REMAIN 15 NEW CONCRETE SLAB WHERE FOOTINGS WERE INSTALLED. MATCH ADJACENT FINISH AND COLOR 16 NEW TOWER CLOCK WITH BACKGROUND MOUNTING. (BASIS OF DESIGN: ELECTRICTIME1100 SILHOUETTE - MARKERS ON BACKGROUND). TYPICAL (4) SIDES OF CLOCK TOWER 17 NEW GATE TO MATCH EXISTING. MATCH MATERIALS, STYLE, AND HARDWARE. 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT_ ✓ DEAN E. KEL STATE OF WASHI 0 Own Q U w 0 0 CL Z W m W 0 w �J � 0 LL ) LL 0 LL 0 n CO W M 00 W m ct Q U) 0 U (2f W Q IZ = u) U 0 llfo CO Of C-4 0 0- PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE ROOF PLAN ROOF - PLAN 1 /8" = V-0° 0 4' 8' 16' SHEET # A21 ol 5 RICEf2YgZISMILLER a L.L L.L 0 zo 6e \ III I rrITIN T 1wrJGv rvv mwITMe NEW WALL - SOUTH 1 /4" = 1'-0" TOP OF NEW PONY WALLS TO ALIGN W/ NEW TV. PROVIDE POWER TOP OF EXISTING WOOD CHAIR RAIL AND DATA. EXACT LOCATION (VIF); GLAZING ABOVE TO EXTEND TO TO BE COORDINATED WITH BOTTOM OF EXISTING CEILING, TYP AT POLICE CHIEF ALL LOCATIONS TOP OF NEW PONY WALLS ALIGN W/ TOP OF EXISTING CHAIR RAIL (VIF); GLAZING ABOVE UP TO BOTTOM OF EXISTING CEILING, TYP AT ALL LOCATIONS CLEAR GLAZING, P-1 CLEAR GLAZING, `\ ,' P-1 0 NO FILM NO FILM FILM 1 FILM-1 OPEN TO a WORK AREA '- LPL BEYOND Off- WC 2 �o WC 2 TYP AT ALL CHAIR i y� RAIL LOCATIONS RES 1 RES 1 R 1 RES 1 NEW WALL - EAST 1 /4" = 1'-0" ---- WG2 r TV-1 II --------- EXIST EXIST 00 EXIST i WC-2j 11 i CEXIST 11 11 WORK AREA 1 /4" = 1'-0" RES-1 RES-1 I w 8'-5 1 /2" J 7 U Q � v I I - C 1 D-3 'I ----I�- / I M FC-1 ALIGN III ---- Li FC-1 PONY WALL VERIFY DESK HAS POWER AND DATA. PROVIDE IF NOT PRESENT CG 1 TYP ALL OUTSIDE CORNERS SUPPORT POST M1E G1 BOLTED TO FLOOR A23.11 6 7 -- ALIGN A70.02 I I DIV 1 ° l 1 r--- - - a (3) PONY WALL SUPPORT POSTS BOLTED TO FLOOR, TYP 04 A23.11 5 ----177- ----I FC 1 r-rr ------------- ° c� ____ __________________1_____ C 1 WALL TO BE �� CENTERED ON C-1 0 138 O G1 D-2 - Oi ' ;Z I l' EXISTING COLUMN D 2 I II ° _. lo,' - - A70.02 -------J ' a T 1 m a------� r I a w OI -_ D-2 �b P I D2 -� A23.11 4 I .. C-1 11 C-1 °. I II' I I V I I I i I I I I I I a �------J I I L------J 2f J A70.02 MAIL da � U Q I SHIELD CASE-1 CASE-2i� L-- ��'�--�TT1--� a 139 r --T- a a B a I IF ENLARGED PLAN - OPEN OFFICE 13 PROVIDE POWER AND DATA AT EACH WORKSTATION. TYP (6). MOUNT BELOW DESKS AT STANDARD HEIGHT. MEETING 133 P-2 RES-1 CPT-1 EXIST ROOM' 136 133 )( 132 RES-1 NOTES & LEGEND - FINISH & ENLARGED PLANS 1. OWNER TO FURNISH AND INSTALL FURNITURE AND EQUIPMENT UNO, NIC. 2. FURNITURE AND EQUIPMENT LOCATED FOR REFERENCE ONLY - FURNITURE VENDER TO PRODUCE FURNITURE PLANS AND SPECIFICATIONS FOR OWNER, NIC. 3. WHERE DEMO OR NEW WORK IMPACTS CEILINGS, PATCH AND MATCH ADJACENT FINISHES. 4. WALL FINISHES TRANSITION AT INSIDE CORNERS, TYP UNO. 5. WALL FINISHES EXTEND TO UNDERSIDE OF STRUCTURE AT AREAS WHERE NO CEILING OCCURS. 6. EXISTING FINISHES TO REMAIN, TYP UNO. 7. FLOOR FINISH AND BASE TO EXTEND UNDER COUNTER SURFACES WHERE VISIBLE, TYP UNO. 8. ALIGN FLOORING TRANSITIONS WITH DOOR LEAF UNO. 9. PROVIDE ADA COMPLIANT FLOORING TRANSITIONS WHERE CHANGE IN LEVEL IS GREATER THAN 1/4". 10. ALL INTERIOR WALLS RECEIVE P-1 PAINT LINO. 11. ALL WALLS RECEIVE RES-1 WALL BASE UNO. 12. SEE INTERIOR ELEVATIONS FOR ADDITIONAL VERTICAL FINISH INFORMATION. ROOM NAME ROOM TAG W/ TYP 100 ROOM FINISHES FIN-1 WALL FIN-1 FIN-2 FLOOR FINISH TRANSITION FIN-2 BASE FIN-3 TRANSITION LINE FIN-4 FLOOR CEILING FINISH DIRECTION OUT OF SCOPE -------- ACCENT WALL FINISH EXTENT 2 70.02 F+s� CAS 4 ° CPT-1 EXI v � a ROOM HALLWAY WORKROOM 126 144A 128 P-1 EXIST: P-1 -3 P-1 RES-TRES-1 RES-1 EXIST C EXISTID 2 CPT-1 -------- ----- EXIST ----- xp,�--Mml DETECTIVE 132 P-2 RES-1 CPT-1 EXIST NOTE: WALL PROTECTION TO REMAIN AT ALL EXISTING LOCATIONS IN HALLWAY. NEW PAINT ON CHAIR RAIL (P-3) AND WALL ABOVE (P-1). r I FINISH WRAPS AT WALL ENDS 1 N a ° We-2 ° WC-2 I ALIGN FINISH WRAPS $ AT WALL ENDS I N I � N U U I � I N WC-2 I U WC-2 I CPT-1 CPT-2 CHIEF I N ASSISTANT I 138 ' 138 j ° ,rr P-2 RES-1 I J CPT-1 I Q EXIST FINISH WRAPS CHIEF 139 P-2 RES-1 CPT-1 EXIST FINISH PLAN - POLICE STATION CPT-2 CPT-1 AT WALL ENDS ;PT-1 CPT-2 139 1 OFFICE 129 P-2 RES-1 CPT-1 EXIST OFFICE 135 P-2 RES-1 CPT-1 EXIST 3 3.11 DOOR SCHEDULE - POLICE STATION ROOM DOOR INFORMATION FRAME INFORMATION Frame FIRE HARDWARE DOOR # NUMBER NAME TYPE MATERIAL FINISH GLAZING HEIGHT WIDTH THICKNESS Type MATERIAL FINISH RATING GROUP 132 132 DETECTIVES Cl WD EXISTING CLEAR, T - 0" 3' - 0" 1 3/4" EXISTING HM P-1 EXISTING TEMPERED 133 133 MEETING Cl WD EXISTING CLEAR, T - 0" 3' - 0" 1 3/4" EXISTING HM P-1 EXISTING CHIEF TEMPERED 138 138 Cl WD EXISTING CLEAR, T - 0" 3`- 0" 1 3/4" EXISTING HM P-1 - EXISTING ASSISTANT TEMPERED 139 139 CHIEF Cl WD EXISTING CLEAR, T - 0" 3'- 0" 1 3/4" EXISTING HM P-1 EXISTING TEMPERED * SEE SHEET A70.02 FOR INTERIOR DOOR TYPES KEY NOTES - DEMO PLAN - POLICE STATION # NOTE DESCRIPTION 1 REMOVE CARPET AND WALL BASE IN ROOM. PREPARE SUBFLOOR FOR NEW FLOOR COVERING. OWNER TO REMOVE, STORE AND REPLACE DESKS FROM OFFICES WHERE CARPET IS TO BE REPLACED. 2 REMOVE CASEWORK AND ALL SUPPORTING ELEMENTS. 3 REMOVE PONY WALL DOWN TO SUBFLOOR. REMOVE ANY EXPOSED FASTENERS FROM SUBFLOOR AND PREPARE FOR NEW FLOOR COVERING. ANY ELECTRICAL TO REMAIN FOR USE IN NEW PONY WALLS. CAP WIRES FOR SAFETY DURING CONSTRUCTION. REFER TO ELECTRICAL FOR MORE INFORMATION. 4 REMOVE EXISTING DOOR LEAF. CUT OPENING AND INSTALL NEW WINDOW, AS INDICATED IN DOOR SCHEDULE. REINSTALL DOOR IN EXISTING FRAME. NOTES & LEGEND - DEMO AND FLOOR PLAN 1. FIELD VERIFY EXISTING CONDITIONS. NOTIFY ARCHITECT OF ANY DISCREPANCY PRIOR TO BEGINNING WORK. 2. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO PROTECT OWNER'S PERSONNEL AND GENERAL PUBLIC AT AREAS OF WORK. 3. PRESERVE AND PROTECT EXISTING CONSTRUCTION AND LIFE SAFETY SYSTEMS TO REMAIN. 4. COORDINATE REMOVAL AND STORAGE OF EXISTING FURNITURE, FIXTURES, EQUIPMENT AND ASSOCIATED HARDWARE TO BE SALVAGED AND STORED DURING CONSTRUCTION WITH OWNER. 5. DIMENSIONS ARE TO ROUGH FRAMING OR TO FACE OF EXISTING FINISHES, TYP UNO. 6. DIMENSIONS INDICATED AS "MIN" OR "CLR" ARE FROM NEAREST FINISH SURFACE, INCLUDING TRIM. 7. ROUGH DOOR OPENINGS ARE LOCATED 4" FROM NEAREST INTERSECTING WALL FRAMING, TYP UNO. 8. THIS BUILDING WILL REMAIN OPERATIONAL DURING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE STAGING PLANS TO THE CITY FOR THEIR RECORDS. STAGING PLAN MUST ALSO INCLUDE THE COMPLIANCE OF IBC CHAPTER 33 SHOWING PROTECTION OF PUBLIC PROPERTY, INCLUSION OF FIRE EXTINGUISHERS, MAINTENANCE OF MEANS OF EGRESS AND ACCESSIBLE MEANS OF EGRESS AND THE MAINTENANCE OF STANDPIPES. EXISTING ELEMENT TO REMAIN NEW CONSTRUCTION ELEMENT DEMOLITION ELEMENT OUT OF SCOPE DEMO PLAN - POLICE STATION I II � II ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 I REGISTERED ARCHITECT_ DEAN E. KEL STATE OF WASHI C' ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 I REGISTERED ARCHITECT_ DEAN E. KEL STATE OF WASHI C' Z J J J I- w Cfl 00 = Z Lu U LLJ m < W 0 ()roo O:f = 0 o _ 0 DC U C o DC C Q�0N0 11-00 O O 0. PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE POLICE STATION RENOVATION (LEVEL 1 BID ALTERNATE #1 SHEET # A23ol 1 /8" = 1'-0" RICEf2YgZISMILLER �1J REINSTALL EXISTING ACT TILES CUT TO FI NEW WALI LOCATION RELOCATE 2X4 � 8 �II FIXTURE TO THIS LOCATION A70.02 r. RELOCATE EXIT SIGN TO NEW DOOR LOCATION RCP - FRONT OFFICE 1 /4" COMP I � ,� ST2 i i❑ 3 _I V L A23.22 4 lt 2'-7" REPLACE EXISTING 24X48 WITH 24X24 FIXTURE / i / \\--- AREA OF NEW GWB CEILING; / MATCH ADJACENT / / AREA OF NEW ACT; MATCH ADJACENT (3) PONY WALL SUPPORT POSTS BOLTED TO FLOOR, TYP mm 2 1/2"D GROMMET HOLE IN COUNTERTOP. PROVIDE POWER & DATA; REFER TO ELEVATIONS wi Cl ENLARGED PLAN - WORK COUNTER 1 /4" = 1'-0" PROVIDE POWER & DATA TO CUBICLE STATIONS -------------------- - ---- - ----- i it i COMP J------J ------J L-- - - - -- L �----------------� L �--------� c �� PROVIDE POWER & DATA DIV 2 f' FOR EQUIPMENT; REFER TO ELEVATIONS FOR OUTLET 23 22 COMP a� ' LOCATIONS ST-3 (3) 2 1/2"D 3 2 GROMMET HOLES IN COUNTERTOPS COMP ST 1 ' EXISTING WALL M1C PRINT <' ,'� y' ' �' BELOW COUNTER TO ST-2 �'� REMAIN M1D A70.03 A23.22 1701" WM CMP1 / 1 _ (� V NEW WALL TO 111 1 ALIGN WITH 4 a 10 �- _ �' r31-1 A70.03 EXISTING WALL 5 A70.02 217 / INFILL EXISTING WALL 1 A70.02 OPENING; MATCH ADJACENT FRAMING 5 DIMENSIONS; PATCH GWB AND MATCH A23.22 ADJACENT FINISHES ENLARGED PLAN - FRONT OFFICE I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - 1I I I I I I I I L1_LJ L1_LJ L=---- ----- DEMO WALL; rt INSTALL NEW II ACT GRID AND TILE TO MATCH ADJACENT II I I r�-r1 I I I I I I I I I I I I I r7-71 I I I I I I I I I I I I I I I rT-r1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L1_1J I I I I I I I I I I I I I I I I I I I L1_LJ I I I I I I I I I I I I I I I I I I I L1_1J NEW WALL LOCATION. REMOVE AND PROTECT ACT TILES AND TRACK TO PERMIT INSTALLATION �rf-r1"1 I I I I / �xxh� REMOVE AND STORE EXISTING LIGHT FIXTURE; TO BE REINSTALLED IN NEW LOCATION DEMO RCP - FRONT OFFICE 1 /4" = 1'-0" REMOVE UPPER CABINETS; PATCH WALL AND MATCH ADJACENT FINISHES rT-r1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I i s REMOVE SOFFIT FRAMING / AND ROLL DOWN DOOR SYSTEM AND ALL ASSOCIATED HARDWARE. CUT FRAMING ABOVE CEILING ELEVATIONS NOTE: WHERE DEMO WORK IMPACTS CEILING, PATCH AND MATCH ADJACENT FINISHES REMOVE ACT SOFFITS NOTES & LEGEND - FINISH & ENLARGED PLANS 1. OWNER TO FURNISH AND INSTALL FURNITURE AND EQUIPMENT UNO, NIC. 2. FURNITURE AND EQUIPMENT LOCATED FOR REFERENCE ONLY - FURNITURE VENDER TO PRODUCE FURNITURE PLANS AND SPECIFICATIONS FOR OWNER, NIC. 3. WHERE DEMO OR NEW WORK IMPACTS CEILINGS, PATCH AND MATCH ADJACENT FINISHES. 4. WALL FINISHES TRANSITION AT INSIDE CORNERS, TYP UNO. 5. WALL FINISHES EXTEND TO UNDERSIDE OF STRUCTURE AT AREAS WHERE NO CEILING OCCURS. 6. EXISTING FINISHES TO REMAIN, TYP UNO. 7. FLOOR FINISH AND BASE TO EXTEND UNDER COUNTER SURFACES WHERE VISIBLE, TYP UNO. 8. ALIGN FLOORING TRANSITIONS WITH DOOR LEAF UNO. 9. PROVIDE ADA COMPLIANT FLOORING TRANSITIONS WHERE CHANGE IN LEVEL IS GREATER THAN 1/4". 10. ALL INTERIOR WALLS RECEIVE P-1 PAINT UNO. 11. ALL WALLS RECEIVE RES-1 WALL BASE UNO. 12. SEE INTERIOR ELEVATIONS FOR ADDITIONAL VERTICAL FINISH INFORMATION. ROOM NAME ROOM TAG W/ TYP 100 ROOM FINISHES FIN-1 WALL FIN-1 FIN-2 FLOOR FINISH TRANSITION FIN-2 BASE FIN-3 TRANSITION LINE FIN-4 FLOOR CEILING FINISH DIRECTION OUT OF SCOPE --------- ACCENT WALL FINISH EXTENT OFFICE 201 P-2 RES-1 CPT-1 EXIST OFFICE 207 P-2 RES-1 CPT 1 EXIST OFFICE 208 P2 RES-1 CPT-1 EXIST OFFICE 209 P-2 RES-1 CPT-1 EXIST OFFICE 202 P-2 RES-1 CPT-1 EXIST OFFICE FI 204 205 P-2P-2 SRES-1 CPT-1 CPT-1 EXIST ES X W a U ---------------------FL P-3 CIRC. 203 d. w a P 1 RES-1 M EXIST I P-3 I c I I I I I I I ---------------------� I FINISH WRAPS AT WALL ENDS, TYP P 3 FRONT OFFICE w OFFICE RK RO I 218 210 211 P-1 P-2 P-1 I RES-1 CPT-1 EXIST j ALIGN (2) CG CPT-1 EXIST EXIST I E IST AC 1 EXIST C'o� A I �\ HALLWAY 217 217 �� P-1 '` RES-1 � GQN Q CPT-2 ` �gAl EXIST i A70.02 JAI FINISH PLAN - PUBLIC OFFICE A` \V Q� 3 3.21 DOOR SCHEDULE - PUBLIC OFFICE ROOM DOOR INFORMATION FRAME INFORMATION FIRE HARDWARE DOOR # NUMBER NAME TYPE MATERIALl FINISH I GLAZING HEIGHT WIDTH THICKNESS FRAME TYPE MATERIAL FINISH RATING GROUP 217 217 HALLWAY D1 WD P-1 CLEAR, TEMPERED T - 0" 3- 0" 1 3/4" 01 HIM P-1 MATCH EXISTING * SEE SHEET A70.02 FOR INTERIOR DOOR TYPES KEY NOTES - DEMO PLAN - PUBLIC OFFICE # NOTE DESCRIPTION 1 REMOVE CARPET AND WALL BASE IN ROOM. PREPARE SUBFLOOR FOR NEW FLOOR COVERING. OWNER TO REMOVE, STORE AND REPLACE DESKS FROM OFFICES WHERE CARPET IS TO BE REPLACED. 2 REMOVE CASEWORK AND ALL SUPPORTING ELEMENTS. 3 REMOVE WINDOW, DROP DOWN DOOR AND TRACK SYSTEM INCLUDING ALL ASSOCIATED HARDWARE. PATCH AREAS WHERE EQUIPMENT WAS REMOVED. MATCH ADJACENT FINISHES. 4 REMOVE EXISTING DOOR AND FRAME. 5 REMOVE PORTION OF EXISTING WALL TO PERMIT INSTALLATION OF NEW DOOR. FIELD VERIFY EXISTING UTILITIES AND ROUTE AROUND DOOR TO MAINTAIN USABILITY. 6 EXISTING SHELVING TO REMAIN. PROTECT DURING CONSTRUCTION. 7 RELOCATE EXISTING LIGHT FIXTURE. REFER TO INTERIOR ELEVATION. NOTES & LEGEND - DEMO AND FLOOR PLAN 1. FIELD VERIFY EXISTING CONDITIONS. NOTIFY ARCHITECT OF ANY DISCREPANCY PRIOR TO BEGINNING WORK. 2. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO PROTECT OWNER'S PERSONNEL AND GENERAL PUBLIC AT AREAS OF WORK. 3. PRESERVE AND PROTECT EXISTING CONSTRUCTION AND LIFE SAFETY SYSTEMS TO REMAIN. 4. COORDINATE REMOVAL AND STORAGE OF EXISTING FURNITURE, FIXTURES, EQUIPMENT AND ASSOCIATED HARDWARE TO BE SALVAGED AND STORED DURING CONSTRUCTION WITH OWNER. 5. DIMENSIONS ARE TO ROUGH FRAMING OR TO FACE OF EXISTING FINISHES, TYP UNO. 6. DIMENSIONS INDICATED AS "MIN" OR "CLR" ARE FROM NEAREST FINISH SURFACE, INCLUDING TRIM. 7. ROUGH DOOR OPENINGS ARE LOCATED 4" FROM NEAREST INTERSECTING WALL FRAMING, TYP UNO. 8. THIS BUILDING WILL REMAIN OPERATIONAL DURING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE STAGING PLANS TO THE CITY FOR THEIR RECORDS. STAGING PLAN MUST ALSO INCLUDE THE COMPLIANCE OF IBC CHAPTER 33 SHOWING PROTECTION OF PUBLIC PROPERTY, INCLUSION OF FIRE EXTINGUISHERS, MAINTENANCE OF MEANS OF EGRESS AND ACCESSIBLE MEANS OF EGRESS AND THE MAINTENANCE OF STANDPIPES. EXISTING ELEMENT TO REMAIN NEW CONSTRUCTION ELEMENT DEMOLITION ELEMENT OUT OF SCOPE aaa�iaaai�aaa as-�i r C ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600I REGISTERED ARCHITECT_ DEAN E. KEL STATE OF WASHI C� Z J J t! J J Cn I- >- w C9 00 = Z Lu U w c m W Q ()roo Co 00:� cl O 0- 0 = DC U 0 �0 Y� 0 Qf Q 0 N0 ry Y_ p O n w O PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE PUBLIC OFFICE RENOVATION (LEVEL 2) BID ALTERNATE #2 DEMO PLAN - PUBLIC OFFICE SHEET# 1 /4" = 1'-0" 1 /8" = 1'-0" RICEf2YgZISMILLER OUTLET LOCATION EXISTING FURNITURE BEYOND POWER & DATA - REFER TO ENLARGED PLANS FOR EXISTING WALL BEYOND GROMMET LOCATION P 2 ---------- ----------- -.7 --- ------------ CIRCULATION CIRCULATION BEYOND OTZ 1 BEYOND n o PLAM-1 ` co 6 3" 8 7 RES-1 A70.01 A70.01 2'-0" 13'-0" OPEN 2'-0" 2'-6" 2'-6" WORK COUNTER - ISLAND 1 /4" = 1'-0" NOTE (2) OUTLET LOCATIONS FOR POWER & DATA - REFER TO ENLARGED PLANS FOR GROMMET LOCATION T-0" T-0" 3-0" 1'-6" A70.01 A70.01 PLAM-1 o M , PLAM-1 0 ' ° --- ALIGN LL -4 JJ PLAM-1 ` C3� ` PLAM-1 �I 9 EQ Eq 10 12 RES-1 A70.01 A70.01 A70.01 5 A70.01 2'-1" OPEN 1' - 6" 2'- 6" 1' - 6" 3 )4COPY CENTER 14" = 1'-0" NOTE (2) OUTLET LOCATIONS FOR POWER & DATA - REFER TO ENLARGED PLANS FOR GROMMET LOCATIONS CLEAR CAULKING AT GLASS JOINT A70.03 A70.03 P-1 QTZ 1 I r=== I n JL JJ LJT I PLAM-1 PLAM-1 - f PLAM-1 M RES-1 EQ EQ EQ E 10 11 0, A70.01 A70.01 2'-6" OPEN 2'-6" OPEN 1'-6" SCRIBE) 3FT MIN. CLR. 3FT MIN. CLR. 4SCRIBE TRANSACTION WINDOW - STAFF SIDE 1 /4" = 1'-0" RELOCATED EXISTING LIGHT — FIXTURE. REMOVE EXISTING GWB TO PERMIT INSTALLATION. PATCH EXISTING AREA TO MATCH ADJACENT FINISHES P-1 1'-0" 0 bo ` CIRCULATION BEYOND i i EXIST HALLWAY AT NEW DOOR 1 /4" = 1'-0" CLEAR CAULKING AT cwD 1 NOTE: PAINT NEW GLASS JOINT NEW DECORATIVE WALLS TO MATCH 1 5 MOULDING TO ADJACENT A70.03 A70.03 MATCH ADJACENT MOULDING ALIGN TV-1 PROVIDE POWER & DATA TV 1 P-1 EXIST EQ TACK BOARD i we-1 LD-1 ALIGN EQ EQ 70.02 0 (V NEW WALL WD-2 SECTION PAINT CENTER OVERALL DISPLAY ON WALL P-4 5'-0" VIF -- --� QTZ-1 P-1 EXIST M EXISTING WING WALL SHORTENED TO SIT BELOW COUNTER 8'-10" VI ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT_ ✓ DEAN E. KEL STATE OF WASHI Z J J m Q J I-- w 00 = Z uj U w m � � W 0 ry � U():� LU cl ~ > Q = 0-= o� V 0 DC U C o DC Q O N 0 Y_ p O n O PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE PUBLIC OFFICE RENOVATION (LEVEL 2) BID ALTERNATE #2 TRANSACTION WINDOW - PUBLIC SIDE SHEET# 1 1 /4" = 1'-0" A23m22 RICEf2YgZISMILLER 0 CV L NEW GWB IN THIS AREA DOW JLIVL LV\ [\ I LI\ IVII IN ADA COUNTER - STAFF SIDE 3 SLIDING TRANSACTION A70.03 WINDOW P 2 O 54VIF EXISTING RECITE TO REMAIN, NO WORK 0 EXIST M � r, N II M I I 11 I II QTZ 1 n �— _T_�=� I n QTZ 1 QTZ 1 '.I IN -ALL COUNTERTOP --I -�-- [- SUPPORT @ 48"O.C. M it I I I li CV I I RES-1 EXIST WD-2 EXIST 7 REMOVE SILL AND EXISTING STUDS IN THIS A70.03 PAINT P-4 AREA. INSTALL NEW SILL AND STUDS TO MATCH HEIGHT REQUIRED FOR COUNTER. MATCH ADJACENT STUD THICKNESS AND SPACING. STANDING HT COUNTER - STAFF SIDE ADA COUNTER - PUBLIC SIDE 1/4" = 1'-01, k V % 1/4" = 1'-0" k ".J % 1/4" = 1'-0" J� NOTES & LEGEND - FINISH & ENLARGED PLANS 1. OWNER TO FURNISH AND INSTALL FURNITURE AND EQUIPMENT UNO, NIC. 2. FURNITURE AND EQUIPMENT LOCATED FOR REFERENCE ONLY - FURNITURE VENDER TO PRODUCE FURNITURE PLANS AND SPECIFICATIONS FOR OWNER, NIC. 3. WHERE DEMO OR NEW WORK IMPACTS CEILINGS, PATCH AND MATCH ADJACENT FINISHES. 4. WALL FINISHES TRANSITION AT INSIDE CORNERS, TYP UNO. 5. WALL FINISHES EXTEND TO UNDERSIDE OF STRUCTURE AT AREAS WHERE NO CEILING OCCURS. 6. EXISTING FINISHES TO REMAIN, TYP LINO. 7. FLOOR FINISH AND BASE TO EXTEND UNDER COUNTER SURFACES WHERE VISIBLE, TYP UNO. 8. ALIGN FLOORING TRANSITIONS WITH DOOR LEAF LINO. 9. PROVIDE ADA COMPLIANT FLOORING TRANSITIONS WHERE CHANGE IN LEVEL IS GREATER THAN 1/411 . 10. ALL INTERIOR WALLS RECEIVE P-1 PAINT UNO. 11. ALL WALLS RECEIVE RES-1 WALL BASE UNO. 12. SEE INTERIOR ELEVATIONS FOR ADDITIONAL VERTICAL FINISH INFORMATION. ROOM NAME ROOM TAG W/ TYP 100 ROOM FINISHES FIN-1 WALL FIN-2 BASE FIN-3 FIN-4 FLOOR CEILING OUT OF SCOPE FIN-1 FIN-2 FLOOR FINISH TRANSITION TRANSITION LINE FINISH DIRECTION ACCENT WALL FINISH EXTENT IIV-VVMLL I�IJUIV I LR I Ur JUrrUR I J �'+O V. . MAX. REMOVE EXISTING GWB TO PERMIT INSTALLATION OF BRACKETS. PATCH AREAS WITH NEW GWB AND MATCH ADJACENT FINISHES. STANDING HT COUNTER- PUBLIC SIDE 1/4" = 1'-01, KEY NOTES - DEMO PLAN - COURT # NOTE DESCRIPTION 1 REMOVE CARPET AND WALL BASE AND PREPARE SUBFLOOR FOR NEW FLOOR COVERING. OWNER TO REMOVE, STORE AND REPLACE DESKS FROM OFFICES WHERE CARPET IS TO BE REPLACED. 2 REMOVE INTERIOR GLAZING AND FRAME. PREPARE OPENING FOR NEW GLAZING SYSTEM. 3 REMOVE CASEWORK AND ALL SUPPORTING ELEMENTS 4 EXISTING WINDOW AND TRIM TO REMAIN, NO WORK. 5 REMOVE STUDS AND SILL UNDER WINDOW. REFER TO ELEVATIONS FOR MORE INFORMATION. NOTES & LEGEND - DEMO AND FLOOR PLAN 1. FIELD VERIFY EXISTING CONDITIONS. NOTIFY ARCHITECT OF ANY DISCREPANCY PRIOR TO BEGINNING WORK. 2. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO PROTECT OWNER'S PERSONNEL AND GENERAL PUBLIC AT AREAS OF WORK. 3. PRESERVE AND PROTECT EXISTING CONSTRUCTION AND LIFE SAFETY SYSTEMS TO REMAIN. 4. COORDINATE REMOVAL AND STORAGE OF EXISTING FURNITURE, FIXTURES, EQUIPMENT AND ASSOCIATED HARDWARE TO BE SALVAGED AND STORED DURING CONSTRUCTION WITH OWNER. 5. DIMENSIONS ARE TO ROUGH FRAMING OR TO FACE OF EXISTING FINISHES, TYP UNO. 6. DIMENSIONS INDICATED AS "MIN" OR "CLR" ARE FROM NEAREST FINISH SURFACE, INCLUDING TRIM. 7. ROUGH DOOR OPENINGS ARE LOCATED 4" FROM NEAREST INTERSECTING WALL FRAMING, TYP UNO. 8. THIS BUILDING WILL REMAIN OPERATIONAL DURING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE STAGING PLANS TO THE CITY FOR THEIR RECORDS. STAGING PLAN MUST ALSO INCLUDE THE COMPLIANCE OF IBC CHAPTER 33 SHOWING PROTECTION OF PUBLIC PROPERTY, INCLUSION OF FIRE EXTINGUISHERS, MAINTENANCE OF MEANS OF EGRESS AND ACCESSIBLE MEANS OF EGRESS AND THE MAINTENANCE OF STANDPIPES. EXISTING ELEMENT TO REMAIN C NEW CONSTRUCTION ELEMENT DEMOLITION ELEMENT OUT OF SCOPE ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT_ ✓ DEAN E. KEL STATE OF WASHI z J J _I J w o � Q = Z Lu U w � rn � W Q Il C/) w / 0 < = 0- 0 = o Y� C ~ _c-oOf N 0 p O O CL PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE COURT RENOVATION (LEVEL 3) BID ALTERNATE #3 ENLARGED PLAN - COURT OFFICE 1/4" = 1'-01, FINISH PLAN - COURT 1/8" = 1'-0" DEMO PLAN - COURT 1 /8" = 1'-01, SHEET # A23m3l RicEfergusmiLLER ARCHITECTURE INTERIORS PLANNING VIZLAB NOTES & LEGEND - FINISH PLANS 1. WHERE DEMO OR NEW WORK IMPACTS CEILINGS, PATCH AND MATCH ADJACENT FINISHES. 2. WALL FINISHES TRANSITION AT INSIDE CORNERS, TYP UNO. 3. WALL FINISHES EXTEND TO UNDERSIDE OF STRUCTURE AT AREAS WHERE NO CEILING OCCURS. 4. EXISTING FINISHES TO REMAIN, TYP UNO. 5. FLOOR FINISH AND BASE TO EXTEND UNDER COUNTER SURFACES WHERE VISIBLE, TYP UNO. 6. ALIGN FLOORING TRANSITIONS WITH DOOR LEAF UNO. 7. PROVIDE ADA COMPLIANT FLOORING TRANSITIONS WHERE CHANGE IN LEVEL IS GREATER THAN 1/4". ROOM NAME ROOM TAG W/ TYP ROOM FINISHES 100 FIN-1 WALL FIN-1 FIN-2 FLOOR FINISH TRANSITION FIN-2 BASE FIN-3 TRANSITION LINE FIN-4 FLOOR CEILING FINISH DIRECTION OUT OF SCOPE; NO WORK / ACCENT WALL FINISH EXTENT 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT_ DEAN E. KEL STATE OF WASHI �i� U I-- Z W W 0 DC J J Q 0 ry Q U 0 LL 0 n �CD W M W � Q c/)� �o U w Q 0- = U) U 0 rL0 C-0� N � PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE FINISH PLAN (LEVEL 1 BID ALTERNATE #4 LEVEL 1 - FINISH PLAN 1 /8" = 1'-01, SHEET # A23m4l RicEfergusmiLLER ARCHITECTURE INTERIORS PLANNING VIZLAB NOTES & LEGEND - FINISH PLANS 1. WHERE DEMO OR NEW WORK IMPACTS CEILINGS, PATCH AND MATCH ADJACENT FINISHES. 2. WALL FINISHES TRANSITION AT INSIDE CORNERS, TYP UNO. 3. WALL FINISHES EXTEND TO UNDERSIDE OF STRUCTURE AT AREAS WHERE NO CEILING OCCURS. 4. EXISTING FINISHES TO REMAIN, TYP UNO. 5. FLOOR FINISH AND BASE TO EXTEND UNDER COUNTER SURFACES WHERE VISIBLE, TYP UNO. 6. ALIGN FLOORING TRANSITIONS WITH DOOR LEAF UNO. 7. PROVIDE ADA COMPLIANT FLOORING TRANSITIONS WHERE CHANGE IN LEVEL IS GREATER THAN 1/4". ROOM NAME ROOM TAG W/ TYP ROOM FINISHES 100 FIN-1 WALL FIN-1 FIN-2 FLOOR FINISH TRANSITION FIN-2 BASE FIN-3 TRANSITION LINE FIN-4 FLOOR CEILING FINISH DIRECTION OUT OF SCOPE; NO WORK / ACCENT WALL FINISH EXTENT 275 FIFTHS REET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT_ DEAN E. KEL STATE OF WASHI �i� U I-- Z W W 0 DC PROJECT # J J Q 0 ry Q U 0 LL 0 n co �CD W cM W m Q U� �o U � W Q 0- = U U 0 CL0 C-0Qf N � BID DOCUMENTS 2020013 ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE FINISH PLAN (LEVEL 2 BID ALTERNATE #4 LEVEL 2 - FINISH PLAN 1 /8" = 1'-0" SHEET # A23m42 RicEfergusmiLLER ARCHITECTURE INTERIORS PLANNING VIZLAB CONFER 301 P-1 EXIS' EXIS' EXIS' HALL 325 STOR 1 I „ REMAIN; PROTECT 304 DURING CONSTRUCTION NOTES & LEGEND - FINISH PLANS 1. WHERE DEMO OR NEW WORK IMPACTS CEILINGS, PATCH AND MATCH ADJACENT FINISHES. 2. WALL FINISHES TRANSITION AT INSIDE CORNERS, TYP UNO. 3. WALL FINISHES EXTEND TO UNDERSIDE OF STRUCTURE AT AREAS WHERE NO CEILING OCCURS. 4. EXISTING FINISHES TO REMAIN, TYP UNO. 5. FLOOR FINISH AND BASE TO EXTEND UNDER COUNTER SURFACES WHERE VISIBLE, TYP UNO. STAIR 6. ALIGN FLOORING TRANSITIONS WITH DOOR LEAF UNO. C EXISTING 7. PROVIDE ADA COMPLIANT FLOORING TRANSITIONS WHERE CHANGE IN LEVEL IS GREATER THAN 1/4". P_1 HANDRAILS TO EXIST BE PAINTED _7 EXIST p-1, TYP ROOM TAG W/ TYP CCTV - - - EXIST ROOM NAME ROOM FINISHES 100 329 _ _ FIN-1 WALL FIN-1 FIN-2 FLOOR FINISH TRANSITION P-1 FIN-2 BASE EXIST FIN 3 TRANSITION LINE EXIST FIN 4 FLOOR EXIST CEILING FINISH DIRECTION \ U OUT OF SCOPE; --------- ACCENT WALL FINISH EXTENT o NO WORK COUNCIL STOR CHAMBERS 326 302 PI P-1 EXIST EXIST � EXIST EXIST EXIST EXIST WORKROOM 303 o P 1 STOR EXIST 328 EXIST ��J��\ EXIST EXIST QP�50 EXIST EXIST STAIRS I A I EXISTING HANDRAILS TO BE PAINTED P-1, TYP SITTING AREA 308 P-1 RES-1 CPT-1 EXIST RR 309 LOBBY 307 P-1 EXIST EXIST 1 EXIS PAINT EXISTING GWB CEILINGS P-1; NO WORK TO ACT CEILINGS RR 310 P-1 EXIST EXIST EXIST STOR 330 P-1 EXIST EXIST EXIST SITTING AREA 305 P-1 RES-1 CPT-1 EXIST COURT CLERK 314 P-1 EXIST EXIST EXIST CONFERENCE 306 P-1 RES-1 EXIST BID ALTERNATE #3. HALL 317 P-1 EXIST EXIST EXIST 9 7.1 WITNESS I OFFICE 321 u u 324 P-1 P-1 EXIST EXIST EXIST EXIST EXIST EXIST RR RR 322 323 P-1 P-1 EXIST EXIST EXIST EXIST EXIST EXIST 0 STAIR g EXISTING P_1 HANDRAILS TO EXIST BE PAINTED EXIST P-1, TYP 275 FIFTHS REET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT_ DEAN E. KEL STATE OF WASHI �i� ICJ 0 a 0 0 0. Z W uj 0 DC �J M ry C) ol. 0 1..1_ 0 n c� L1 M Ll � Q C/) � 0 U LU Q 0- = U) U 0 rL0 N � PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE FINISH PLAN (LEVEL 3) BID ALTERNATE #4 LEVEL 3 - FINISH PLAN 1 /8" = 1'-0" SHEET # A23m43 NOTES & LEGEND - FINISH & ENLARGED PLANS RIC ergu iLLER ARCHITECTURE INTERIORS PLANNING VIZLAB 1. OWNER TO FURNISH AND INSTALL FURNITURE AND EQUIPMENT LINO, NIC. 2. FURNITURE AND EQUIPMENT LOCATED FOR REFERENCE ONLY - FURNITURE VENDER TO PRODUCE FURNITURE PLANS AND SPECIFICATIONS FOR OWNER, NIC. 3. WHERE DEMO OR NEW WORK IMPACTS CEILINGS, PATCH AND MATCH ADJACENT FINISHES. 4. WALL FINISHES TRANSITION AT INSIDE CORNERS, TYP UNO. 5. WALL FINISHES EXTEND TO UNDERSIDE OF STRUCTURE AT AREAS WHERE NO CEILING OCCURS. 6. EXISTING FINISHES TO REMAIN, TYP UNO. 7. FLOOR FINISH AND BASE TO EXTEND UNDER COUNTER SURFACES WHERE VISIBLE, TYP UNO. 8. ALIGN FLOORING TRANSITIONS WITH DOOR LEAF UNO. 9. PROVIDE ADA COMPLIANT FLOORING TRANSITIONS WHERE CHANGE IN LEVEL IS GREATER THAN 1/41'. 10. ALL INTERIOR WALLS RECEIVE P-1 PAINT LINO. 11. ALL WALLS RECEIVE RES-1 WALL BASE LINO. 12. SEE INTERIOR ELEVATIONS FOR ADDITIONAL VERTICAL FINISH INFORMATION. ROOM NAME ROOM TAG W/ TYP ROOM FINISHES 100 FIN-1 WALL FIN-1 FIN-2 FLOOR FINISH TRANSITION FIN-2 BASE FIN-3 TRANSITION LINE FIN-4 FLOOR CEILING FINISH DIRECTION OUT OF SCOPE / �, ACCENT WALL FINISH EXTENT FINISH LEGEND (REFERENCE ONLY TAG MATERIAL MANUFACTURER PRODUCT FINISH CODE NOTES ACOUSTIC CEILING TILE ACT-1 ACOUSTIC CEILING TILE MATCH EXISTING MATCH EXISTING MATCH EXISTING - PATCH, INFILL AND REPAIR TO MATCH EXISTING TILE CARPET CPT-1 CARPET, MODULAR INTERFACE COMMON THEME COLLECTION; CT111 STYLE: 146570AKOH; COLOR: SLATE; SIZE: 25CM X 1M - INSTALLATION: ASHLAR CPT-2 WALK OFF MAT FLOR STYLE #: 6003002504 COLOR: 603059 ANTHRACITE - INSTALLATION: QUARTER -TURN CORNER GUARD CG-1 STAINLESS STEEL INPRO CORNER GUARD SATIN #4 - OUTSIDE CORNERS IN POLICE STATION EXISTING EXIST EXISTING MATERIAL EXISTING MATERIAL EXISTING MATERIAL EXISTING MATERIAL - EXISTING MATERIAL FILM FILM-1 DECORATIVE FILM 3M FASARA GLASS FINISHES GEOMETRIC SH2CSC; LIGHT TRANSMITTANCE 55 - - PAINT P-1 INTERIOR PAINT SHERWIN WILLIAMS SW 9581 COTTON VARIES; SEE SPEC - FIELD PAINT AND DOOR FRAMES P-2 INTERIOR PAINT SHERWIN WILLIAMS SW 6247 KRYPTON SATIN OR SEMI -GLOSS (CONFIRM) - ACCENT PAINT (LIGHT) P-3 INTERIOR PAINT SHERWIN WILLIAMS SW 6250 GRANITE PEAK SATIN OR SEMI -GLOSS (CONFIRM) - ACCENT PAINT (DARK) P-4 INTERIOR PAINT SHERWIN WILLIAMS SW 9162 AFRICAN GRAY SEMI -GLOSS - MATCHES EXISTING BASE IN CORRIDOR PLASTIC LAMINATE PLAM-1 HIGH PRESSURE LAMINATE WILSONART TRACELESS CHARCOAL VELVET 15504-31 TRACELESS FINISH - - RESILIENT RES-1 RUBBER BASE ROPPE PINNACLE 4" WITH TOE 1123 CHARCOAL - - RES-2 LINOLEUM SHEET FLOORING FORBO MARMOLEUM - PIANO 13601 WARM GREY - 79" ROLL SIZE SIMULATED STONE QTZ-1 QUARTZ COUNTERTOP CAESARSTONE 5104120200010 14120 RAVEN - - WALL COVERING WC-1 TACKABLE WALLCOVERING KOROSEAL WALLTALKERS TAC-WALL COLOR: STONE 04 - TACKABLE WALLCOVERING OUTSIDE OF PUBLIC OFFICE WC-2 RIGID WALL PROTECTION INPRO PALLADIUM RIGID SHEET WALL PROTECTION COLOR: WOOD DRIFT 0116 - WALL PROTECTION AT NEW WALLS IN POLICE STATION WOOD WD-1 WOOD MOULDING - MATCH EXISTING HEIGHT AND PROFILE BY CONTRACTOR PAINTED PINE PAINTED PINE P-3 - - WD-2 WOOD BASE - MATCH EXISTING HEIGHT AND PROFILE BY CONTRACTOR P-4 - - 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT_ DEAN E. KEL STATE OF WASHI J J Q Own Q 0 0 CL Z W m W 0 w L � 0 LL Q U 0 LL 0 0— CO W cM W m ct Q U) 0 U (2f W Q 11 = u) U 0 llfo CO Of C-I 0 0- PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE FINISH LEGEND SHEET # A24mOl FINISH MATERIAL BUILDING EXTERIOR SPEC # TAG DESCRIPTION MANUFACTURER COLOR COMMENTS 07 46 46 FCP-1 FIBER CEMENT BANDING PANEL COLOR-2 CEMBRIT CEMBRIT TRANSPARENT - FIELD VERIFY MATCH EXISTING COLOR -2 07 46 46 FCS-1 7" FIBER CEMENT LAP SIDING COLOR-1 (CEMBRIT TRANSPARENT T-242 ANTARCTIC) CEMBRIT CEMBRIT TRANSPARENT - T-242 ANTARCTIC 07 46 00 FCS-2 5" FIBER CEMENT LAP SIDING COLOR-1 (CEMBRIT TRANSPARENT T-242 ANTARCTIC) CEMBRIT CEMBRIT TRANSPARENT - T-242 ANTARCTIC 06 46 00 FCT-1 FIBER CEMENT TRIM COLOR-2 CEMBRIT CEMBRIT TRANSPARENT - FIELD VERIFY MATCH EXISTING COLOR -2 07 31 00.A1 SHG-1 30 YEAR COMPOSITE ASPHALT SHINGLES MATCH EXISTING. PROVIDE COLORS FROM MANUFACTURERS FULL LINE. 07 31 00 SHG-2 KYNAR COATED STEEL SHINGLE MATCH EXISTING MATCH EXISTING COLOR GREEN PATINA REINSTALL EXISTING WIND VANE PROVIDED BY OWNER SHG 2 NEW METAL SHINGLES FCT-1 FCS-1 NEW TOWER CLOCK SEE DETAIL: 15 / A35.01 EXTERIOR ELEVATION - SOUTHWEST — I — �J_11111�1' ox 4-1 HI \vVm of o 15 5.01 NOTES & LEGEND - EXTERIOR ELEVATION HORIZONTAL SIDING EXTERIOR LIGHTING, SIZES MAY VARY - SEE ELEC LOUVER, SIZES MAY VARY - SEE MECH TOP AL 98'-6" ROOF PLAN 85'-0" — — — MEZZ 72'-8" 60 — — MEZZ 3 Alt 64' - 0" 0 ME — 53'- 6" 0 EAVE, TRIM & GUTTER MATCH EXISTING COLOR-2 MEZZ 43'-0" NEW VERTICAL TRIM TO MATCH - EXISTING, ALIGN TRIMS WITH WINDOW FRAMES ABOVE AND/OR BELOW. TYPICAL AROUND ENTIRE BUILDING. FCT-1 LEVEL�� 28' - 8" FCS-1 LEVEL — — 14'-4" fV V LQ O Level1 LEVEL 0" 0'-0"10 RICEfBYgZISMILLER ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED !) ARCHIT CT DEAN E. KEL STATE OF WASHI GTOI Z J _I J w o � Q = Z Lu U W � 0) � W Q Il C/) w / 0 < = Ca_ o0 = V 0 DC U n o DC 0 NOf ry 0 0 0 PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE EXTERIOR ELEVATION - SOUTHWEST 1 /8" = 1'-0" SHEET # A31 mOl RICEfBYgZISMILLER SHG-1 EAVE, TRIM & GUTTER MATCH EXISTING COLOR-2 i DOWNSPOUT. PREFINISHED TO MATCH EXISTING COLOR-2 FCT-1 FCS-1 FCT-1 FCS-1 FCT-1 EXTERIOR ELEVATION - NORTHEAST FINISH MATERIAL BUILDING EXTERIOR SPEC # TAG DESCRIPTION MANUFACTURER COLOR COMMENTS 07 46 46 FCP-1 FIBER CEMENT BANDING PANEL COLOR-2 CEMBRIT CEMBRIT TRANSPARENT — FIELD VERIFY CEMBRIT TRANSPARENT — T-242 ANTARCTIC MATCH EXISTING COLOR —2 07 46 46 FCS-1 7" FIBER CEMENT LAP SIDING COLOR-1 (CEMBRIT TRANSPARENT T-242 ANTARCTIC) CEMBRIT 07 46 00 FCS-2 5" FIBER CEMENT LAP SIDING COLOR-1 (CEMBRIT TRANSPARENT T-242 ANTARCTIC) CEMBRIT CEMBRIT TRANSPARENT — T-242 ANTARCTIC 06 46 00 FCT-1 FIBER CEMENT TRIM COLOR-2 CEMBRIT CEMBRIT TRANSPARENT — FIELD VERIFY MATCH EXISTING COLOR —2 07 31 OO.A1 SHG-1 30 YEAR COMPOSITE ASPHALT SHINGLES MATCH EXISTING. PROVIDE COLORS FROM MANUFACTURERS FULL LINE. 07 31 00 SHG-2 KYNAR COATED STEEL SHINGLE MATCH EXISTING MATCH EXISTING COLOR GREEN PATINA REINSTALL EXISTING WIND VANE PROVIDED BY OWNER SHG-2 FCS-1 15 \ ox r� o00g� NEW TOWER CLOCK v000 ov voo vu v EXISTING EXHAUST LOUVER FCS-2 SHG-1 _L �u J �4 L L u LJJJ �I _L_—' L.I L JL i.L .1L IIL I. IJ JI.`I �iL ..L�_ L I ��Lj L L L LI L L... L .I L L L L I L- L L I L L L L .I L J I — — -��'' �_ L-I _ Ll L' l � �� d�I -- - - J I I L J I J L J I_LjL L ;.: L J J UIL___1U T—T] FFF G G G j G j G E E NEW BRICK SEALER OVER NEW FIBERGLASS WINDOW EXISTING BRICK WINDOWS AT GRADE LEVEL ARE NON —OPERABLE. WINDOWS 1 OR MORE STORIES ABOVE GRADE WILL BE OPERABLE. TYPICAL ALL WINDOWS. NOTES & LEGEND - EXTERIOR ELEVATION HORIZONTAL SIDING EXTERIOR LIGHTING, SIZES MAY VARY — SEE ELEC LOUVER, SIZES MAY VARY — SEE MECH _ _T0 P AdL 98' — 6" M q OOF PLA� 85' 0" PAINT TO MATCH EXISTING MEZZ 4 72' — 8" V — EXISTING SAFETY CABLE TO REMAIN MEZZ 3 64' — 0" NEW BRICK SEALER OVER j RIDGE VENT EXISTING BRICK G FCT-1 NEW FIBERGLASS WINDOW FCS 1 LEVEL 2 - NEW METAL FLASHING MATCH EXISTING COLOR —2 NEW BRICK SEALER OVER EXISTING BRICK v TUCKPOINT EXISTING BRICK WHERE REQUIRED. REFER TO SPECIFICATIONS LEVEL 0° ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED P ARCHIT CT N E. KEL STATE OF WASHI GTOI Z J J J w o 00 Q = Z Lu U w � m � W Q LL C/) W � / O < Co- 0 = 0 o 0 p O O CL PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE EXTERIOR ELEVATION - NORTHEAST 1 /8" = V-0" I _L I SHEET # A31 m02 RIC eYgZt'SMILLER ARCHITECTURE INTERIORS PLANNING VIZLAB NOTES & LEGEND - EXTERIOR ELEVATION HORIZONTAL SIDING � EXTERIOR LIGHTING, SIZES MAY VARY -SEE ELEC LOUVER, SIZES MAY VARY - SEE MECH REINSTALL EXISTING WIND VANE PROVIDED BY OWNER TOP 98'-6"' SHG-2 ROOF PLAN FCT-1 85' - 0" FCS-1 z � - NEW TOWER CLOCK SEE DETAIL: 15 / A35.01 MEZZ 4 Z�� 72' - 8" Oo _MEZZ 3 64' - 0" SHG-1 0 u---_uuu-_� uuu__ u u � �-1 a u J I _ ,. III 111 ITMEZZ 2 -_. - a L c . - - — — — — — 53 6 LI J - 7 _ u u _. _ , � � 1= I I 1 ll 1 �, 1 u 1 1 - 1 ! � - u :1 - 1 JJI Lu 1 u,L 11 L L SHG1 I �. �u_ -u.1 �u 1 u u IT --I �I_ u u u--ul--_ -I_ a -u �1 - I uL,�u u u .i a u. a 11 a Lu .I a u_ u a 11 EAVE, TRIM &GUTTER MATCH u u lwl _ J -AIL . u l i_ a Lu u l ._. 1_ I. LII _ I. EXISTING COLOR-2 L u u u u1_ Lu1 �u1 u_ -1 T_I L' �u 1 J. LII �u a u EL � u � u Ll I Ll ' u- u _ _I u u _MEZZ 1 L _1 I_ 11u 11 �. co FCP 1 `'e' i NEW FIBERGLASS WINDOW DOWNSPOUT. PREFINISHED TO MATCH EXISTING FCT-1 TJ T ❑T TKT H ❑T TKT TJ T FCS-1 LEVEL 3 _7 7_ M FCP-1 FCS 1 - G G G E TE G �,. LEVEL 2 �, J — — — - L— —14 -4" NEW FIBERGLASS WINDOW WINDOWS AT GRADE LEVEL ARE NON -OPERABLE. WINDOWS 1 OR MORE STORIES ABOVE GRADE WILL BE OPERABLE. TYPICAL ALL WINDOWS. Level 1 EXTERIOR ELEVATION - EAST 1 1/8" = 1'-0" FINISH MATERIAL BUILDING EXTERIOR SPEC # TAG DESCRIPTION MANUFACTURER COLOR COMMENTS 074646 FCP-1 FIBER CEMENT BANDING PANEL COLOR-2 CEMBRIT CEMBRIT TRANSPARENT -FIELD VERIFY CEMBRIT TRANSPARENT - T-242 ANTARCTIC MATCH EXISTING COLOR -2 074646 FCS-1 7"FIBER CEMENT LAP SIDING COLOR-1 (CEMBRIT TRANSPARENT T-242 ANTARCTIC) CEMBRIT 074600 FCS-2 5"FIBER CEMENT LAP SIDING COLOR-1 (CEMBRIT TRANSPARENT T-242 ANTARCTIC) CEMBRIT CEMBRIT TRANSPARENT - T-242 ANTARCTIC CEMBRIT TRANSPARENT -FIELD VERIFY MATCH EXISTING COLOR -2 064600 FCT-1 FIBER CEMENT TRIM COLOR-2 CEMBRIT 07 31 OO.A1 SHG-1 30 YEAR COMPOSITE ASPHALT SHINGLES MATCH EXISTING. PROVIDE COLORS FROM MANUFACTURERS FULL LINE. 073100 SHG-2 KYNAR COATED STEEL SHINGLE MATCH EXISTING MATCH EXISTING COLOR GREEN PATINA 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 ARCHITECT REGISTERED ,-` DEAN E. KEL STATE OF WASHIOf 200 J J J � � w � Q = Z Lu U w � rn � W LL W � o 0 w O O O PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE EXTERIOR ELEVATION - EAST SHEET # A31 m03 RICEfBYgZISMILLER FINISH MATERIAL BUILDING EXTERIOR SPEC # TAG DESCRIPTION MANUFACTURER COLOR COMMENTS 07 46 46 FCP-1 FIBER CEMENT BANDING PANEL COLOR-2 CEMBRIT CEMBRIT TRANSPARENT - FIELD VERIFY MATCH EXISTING COLOR -2 07 46 46 FCS-1 7" FIBER CEMENT LAP SIDING COLOR-1 (CEMBRIT TRANSPARENT T-242 ANTARCTIC) CEMBRIT CEMBRIT TRANSPARENT - T-242 ANTARCTIC 07 46 00 FCS-2 5" FIBER CEMENT LAP SIDING COLOR-1 (CEMBRIT TRANSPARENT T-242 ANTARCTIC) CEMBRIT CEMBRIT TRANSPARENT - T-242 ANTARCTIC CEMBRIT TRANSPARENT - FIELD VERIFY MATCH EXISTING COLOR -2 06 46 00 FCT-1 FIBER CEMENT TRIM COLOR-2 CEMBRIT 07 31 OO.A1 SHG-1 30 YEAR COMPOSITE ASPHALT SHINGLES MATCH EXISTING. PROVIDE COLORS FROM MANUFACTURERS FULL LINE. 07 31 00 SHG-2 KYNAR COATED STEEL SHINGLE MATCH EXISTING MATCH EXISTING COLOR GREEN PATINA NOTES & LEGEND - EXTERIOR ELEVATION HORIZONTAL SIDING EXTERIOR LIGHTING, SIZES MAY VARY - SEE ELEC LOUVER, SIZES MAY VARY - SEE MECH ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED P ARCHIT CT N E. KEL STATE OF WASHI GTOI Z J J m Q J w o � Q = Z Lu U w � m � Lu ry w > Q = 0-= ct) 0� — V DC U n o 0 No U ry w p O n O CL PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE EXTERIOR ELEVATION - NORTH EXTERIOR ELEVATION - NORTH 1/8" = 1'-0" I I I SHEET # A31 m04 RIC ergu iLLER ARCHITECTURE INTERIORS PLANNING VIZLAB FINISH MATERIAL BUILDING EXTERIOR SPEC # TAG DESCRIPTION MANUFACTURER COLOR COMMENTS 07 46 46 FCP-1 FIBER CEMENT BANDING PANEL COLOR-2 CEMBRIT CEMBRIT TRANSPARENT - FIELD VERIFY MATCH EXISTING COLOR -2 07 46 46 FCS-1 7" FIBER CEMENT LAP SIDING COLOR-1 (CEMBRIT TRANSPARENT T-242 ANTARCTIC) CEMBRIT CEMBRIT TRANSPARENT - T-242 ANTARCTIC 07 46 00 FCS-2 5" FIBER CEMENT LAP SIDING COLOR-1 (CEMBRIT TRANSPARENT T-242 ANTARCTIC) CEMBRIT CEMBRIT TRANSPARENT - T-242 ANTARCTIC CEMBRIT TRANSPARENT - FIELD VERIFY MATCH EXISTING COLOR -2 06 46 00 FCT-1 FIBER CEMENT TRIM COLOR-2 CEMBRIT 07 31 OO.A1 SHG-1 30 YEAR COMPOSITE ASPHALT SHINGLES MATCH EXISTING. PROVIDE COLORS FROM MANUFACTURERS FULL LINE. 07 31 00 SHG-2 KYNAR COATED STEEL SHINGLE MATCH EXISTING MATCH EXISTING COLOR GREEN PATINA WILL BE OPERABLE. TYPICAL ALL WINDOWS. NOTES & LEGEND - EXTERIOR ELEVATION HORIZONTAL SIDING EXTERIOR LIGHTING, SIZES MAY VARY - SEE ELEC LOUVER, SIZES MAY VARY - SEE MECH 275 FIFTHS REET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT_ ✓ DEAN E. KEL STATE OF WASHI Z J J m Q J w o � Q = Z Lu U w � m � Lu ry w — V > Q = 0-= ct) o� DC U n o 0 No ry p O n O CL PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE EXTERIOR ELEVATION - WEST EXTERIOR ELEVATION - WEST SHEET # A31 m05 RICEfBYgZISMILLER FINISH MATERIAL BUILDING EXTERIOR SPEC # TAG DESCRIPTION MANUFACTURER COLOR COMMENTS 07 46 46 FCP-1 FIBER CEMENT BANDING PANEL COLOR-2 CEMBRIT CEMBRIT TRANSPARENT - FIELD VERIFY MATCH EXISTING COLOR -2 07 46 46 FCS-1 7" FIBER CEMENT LAP SIDING COLOR-1 (CEMBRIT TRANSPARENT T-242 ANTARCTIC) CEMBRIT CEMBRIT TRANSPARENT - T-242 ANTARCTIC 07 46 00 FCS-2 5" FIBER CEMENT LAP SIDING COLOR-1 (CEMBRIT TRANSPARENT T-242 ANTARCTIC) CEMBRIT CEMBRIT TRANSPARENT - T-242 ANTARCTIC 06 46 00 FCT-1 FIBER CEMENT TRIM COLOR-2 CEMBRIT CEMBRIT TRANSPARENT - FIELD VERIFY MATCH EXISTING COLOR -2 07 31 00.A1 SHG-1 30 YEAR COMPOSITE ASPHALT SHINGLES MATCH EXISTING. PROVIDE COLORS FROM MANUFACTURERS FULL LINE. 07 31 00 SHG-2 KYNAR COATED STEEL SHINGLE MATCH EXISTING MATCH EXISTING COLOR GREEN PATINA REINSTALL EXISTING WIND VANE PROVIDED BY OWNER �TMCTA NOTES & LEGEND - EXTERIOR ELEVATION HORIZONTAL SIDING TOP 98'-6" ROOF PLAN 41L FCT-1 85' - 0" V NEW TOWER CLOCK SEE DETAIL:15 / A35.01 MEZZ 4 FCT-1 72 - 8 NEW BRICK SEALER OVER FCS-2 EXISTING BRICK NEW LOUVER SEE MECHANICAL TUCKPOINT EXISTING BRICK SHG-1 _ MEZZ 3 WHERE REQUIRED. REFER _, 64' - 0" MEZZ 2 53'-6" SHG-1 EAVE, TRIM & GUTTER MATCH EXISTING COLOR-2 M EZZ 43'-0" FCP-1 FCT-1 FCS-1 FCT-1 LEVEL 3 FCP 1 28'-8" DOWNSPOUT. PREFINISHED TO MATCH EXISTING COLOR-2 FCS-1 NEW METAL FLASHING MATCH EXISTING COLOR-2 LEVEL 2 14'-4" NEW BRICK SEALER OVER EXISTING BRICK TUCKPOINT EXISTING BRICK WHERE REQUIRED. REFER TO SPECIFICATIONS EXTERIOR ELEVATION - SOUTH Level 1 0'-0" EL01' 1 EXTERIOR LIGHTING, SIZES MAY VARY - SEE ELEC LOUVER, SIZES MAY VARY - SEE MECH ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHIT CT DEAN E. KEL STATE OF WASHI GTOI Z J J J w o � Q = Z Lu U w � m � W Q LL C/) W 0 = 0 � o Y� C ~ 0 __ C'4 0 p O n O CL PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE EXTERIOR ELEVATION - SOUTH 1 /8" = V-0" SHEET # A31 m06 RICEf2YgZISMILLER _ T0 98'-6" OOF PLAN 85'-0" V MEZZ 4 72' - 8" MEZZ 3 64' - 0" MEZZ 2 53'-6" MEZZ 1 &� 43'-0" V LEVEL 3 28'-8" LEVEL 2 14'-4" LEVEL 1 0" T0� ROOF PLAN At-� 85'-0" V MEZZ 4 MEZZ 3 MEZZ 2 MEZZ 1 LEVEL 3 LEVEL 2 LEVEL 1 0" ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 I REGISTERED ARCHITECT_ ✓ DEAN E. KEL STATE OF WASHI Z 0 J J J J Cn I-- >- w C9 co = Z Lu U w � m � !FmQ W ry co ~ > Q = o� V 0 DC U C o DC(L C-C) ct� Q 0 N0 ry 1..�_ 0 0 n 0 PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE BUILDING SECTIONS E/W LOBBY BUILDING SECTION 1 /8" = 1'-o" 0 4' 8' 16' N/S LOBBY BUILDING SECTION 1 /8" = 1'-0" 0 4' s' 16' mmmmmml SHEET # A32mOl RICEf2YgZISMILLER 7 8 9 10 (10 3) 11 (11.4) 4 F G H A32.02 J K L LA I I I I I I I 3 I A32.02 I I I I I I MEZZZ22 4L 53' - 6" I A35.03 I I , MEZZ 1 43' - 0" I I I I I I I — i — — LEVEL 3 — — — — — — — LEVEL 3 I i i i 3 3 I I A34.02 I I I I � I LEVEL 2 LEVEL 14' - 4" 14' - 4" i � lI I I I I I �I I IIII I I1 I I1 I I=1 I I1 I I � i=1 I =1 II I II I I� IIIIIIIIIIIIIIIIII-III III- 0 - � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I I I I I � I_ I II I I�I III III III III III III III I III I I I I I I I 4 ' � III III III III III III III _ LEVEL 1 LEVAL EL 1 `� II I III I I I I I III III I I I I III I II I II I II � III � fi � I I I I IIII 1 1=IIII 1 1III1 I I1 I I1 I I1 1 1=IIII 1 1III1 I I1 11=IIII 1 1=IIII 1 1III1 I I1 11=IIII 1 1=IIII 1 1III1 I I1 11=IIII 1 1III1 I I1 I I1 I I1 I I=IIII I N/W SOUTH BUILDING SECTION E/W LOBBY BUILDING SECTION1 4 1 /8" = 1'-0" 1 /8" = 1'-0" E D.3 D C B A.7 A 2 2 3 A32.02 4 5 6 I I I 1 I I I I I I I I A32.02 I I I I I I I MEZZ 2 MEZZ 2 — — — — — — � — 53'-6" — — — — — — — — — 53'-6" I I I I I I I I - , MEZZ 1 OdL MEZZ 1 ----- , --- � I I 43' - 0" I I 0 LEVEL 3 i i LEVEL 3 AL 28' 8" `J I I 1 I I 4 A34.02 j I A34.02 LEVEL 2 I LEVEL 2 I I I -111=III= I =1 LEVEL — a I _ _ �� — LEVEL01 a a L ii a (IIII I III I III I III I I I I I III I I I I {� - - - 11� - - � I I III III III III III III III III III I I I I III III III III III III III 1 � --I iil�T �f A32.02 2 A32.02 N/S NORTH BUILDING SECTION E/W NORTH BUILDING SECTION 2 1 /8" = 1'-0" 1 1 /8" = 1'-0" I I ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT DEAN E. KE?GTOI STATE OF WASH Z J J m Q J I-- w 00 = Z uj U w rn !FmW 0 Of C/) U� Q = a- O 2 0 DC U C o DC Q O N 0 V/ 1.� p O n O PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE BUILDING SECTIONS SHEET # A32mO2 RICEf2YgZISMILLER T 3 A35.02 If I III 1 SIM A35.01 MEZZ 1 43'-0" LEVEL 28'-8" LEVEL 2 14'-4" LEVEL 1 II III a= �I -III III III III I� � ° III „III„,I „IIIIII ,,III,III,III,,,III,,,III,,,III WALL SECTION -1 v v C LEVEL 3 28'-8" LEVEL 2 14' 4" LEVEL 1 0" 4 illiiilllll °ilia iiilll WALL SECTION - 2 WALL SECTION - 3 MEZZ 1 AL 43'-0" LEVE� LEVEL 2 14'-4" LEVEL 1 o" EXISTING WALL ASSEMBLY TO REMAIN 20 i 11 A35.01 I I I I I I I I I I f 5.01 % I I I I 14 A35.01 � I UPPER EAST WALL SECTION TOP 98'-6" ROOF PLAN 85'-0" M EZZ 72'-8" —MEZZ 3 64' - 0" MEZZ 2 53'-6" ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT DEAN E. KE?GTOI STATE OF WASH Z J J m Q Cfl J I-- w 00 Z W m = uj U !Fm 0 W ry U� ~ > Q 0-= V = o� 0 DC U C o DC Q 0 N 0 c� ry 0 0 n �c 0 PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE WALL SECTIONS SHEET # A34mOl 3/8" = 1'-0" � L % 3/8" = 1'-0" � 3/8" = 1'-0" � 3/8" = 1'-0" RICEfBYgZISMILLER A (11.4) 111T1 I I I I MEZZ 1 43'-0" LEVEL 3 28'-8" LEVEL 2 14'-4" LEVEL 1 � 0" �J MEZZ 43'-0" LEVEL28'-8" LEVEL14'-4" a 3'-11" TO EDGE OF EXISTING DECK I I IIIIIIIIIIIIIIIIIIIIIIIIIIII �° I III III III IIII —III—III=IIIIII—III g I 1=1 11=1 11=1 11=1 11=I s I II I II I I111111111111111111111� III III III III III II=1IIIIIIIIIIII III—IIIIII=III—III IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIII a —IIIIIIIIIIII=III= 11IIIIIIIIIIIII ° IIIIIIIIIIIIIIIIIIIIIIIIIIIII� a =1 I IIIIIIIIIII 1I- 111 I I=1 I I1 I I=1 I I1 �`—IIIIIIIIIIIII I = A I° I I1 I I=1 I I1 I I=1 I ICI ° � a—IIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII ° a� a ° I I1I1IIIIII—III _ III III III III 11= ° I III III III III III=1 I = = = = v v M EZZ 1 43' - 0" LEVEL 3 —LEVEL 2 LEVEL 1 0" T 6 III EXISTING WALL ASSEMBLY TO REMAIN � =1 I I1 I I1 I I1 I I-1 I I1 I I- 1 I 11 11-1 11=1 111 111 III—IIII 11=1 11=1 111 I k 1 I 11 I I1 11=1 111 111 1=1 I I1 11=1 11=1 11=1 I k 1 I 1=1 11=1 11=1 11=1 11=1 11 111 111 11-1 111 I k -1 111 111 11-1 111 111 -1 111 111 111 11-1 111 I I. -1 111 111 11-1 111 11-1 -1 111 111 111 11-1 111 I k 1 I 11 111 111 111 111 1=1 111 I I1 111 111 I k 1 I 1=1 11=1 11=1 11=1 11=1 — =1 I I1 11=1 11=1 11=1 I k � III II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11 111 111 11-1 111 111 _I 1111�I I� 1 .III-1 I II 111 11-1 111 I II 1 I 11 111 111 111 111 I k 11 111 111 11=1 111 111 M EZZ 1 43' - 0" LEVEL 3 28'-8" LEVEL 2 14'-4" LEVEL 1 0" ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT_ ✓ DEAN E. KEL STATE OF WASHI CID Z J J m Q J w 00 Q = Z Lu U w � m � W M ry W / 0 Q = O 2 DC U n o DC O No ry p O n O CL PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE WALL SECTIONS WALL SECTION - 5 3/8" = 1'-0" WALL SECTION - 6 3/8" = 1'-0" WALL SECTION - 7 3/8" = 1'-0" WALL SECTION - 8 3/8" = V-0" SHEET # A34mO2 RICEfBYgZISMILLER EXISTING SPEAKER SYS' AND CHIME TO REMAIN. VERIFY COMPATIBILITY 1 NEW CLOCK SYSTEM. NEW TOWER CLOCK WIT BACKGROUND MOUNTIN (BASIS OF DESIGN: ELECTRICTIME1100 SILHOUETTE - MARKERS BACKGROUND) NI h -EM VITH I 3 ON X0 �� 0 0 g'. 0� 000 �00 v 9 A35.01 TOWER CLOCK ELEVATION 1/4" = 1'-0" co ROLLED SEAM AND CLIP PPT WD BLOCKING — MTL FLASHING CLIP _ FtM EXISTING MASONRY EXIST( AND 11` (REPL, TYPIC, ROOF PLAN � 85' - 0" V M EZZ 4 72' - 8" NEW SIDING OVER FURRING I FASTEN TOP OF WRB SPRING FLASHING II' FLASHING & STRIP IN TOP PPT 4X CANT II EDGE W/LIQUID FLASHING 1/2" PLYWOOD DECK II EXISTING CONIC DECK EXISTING SHEATHING AND INSULATION (REPLACE IF ICE & WTR BARRIER li DAMAGED) TYPICAL ALL 4 5/8" �I WALLS SLOPE 1/2" PER FT. , _ FIRE -RETARDANT SHAPED 2X6 i� ---- i — ME�ZZ3 64' - 0" V WALL DETAIL 1 1/2" = V-0" =1BER CEMENT LAP SIDING 1" VERTICAL HAT CHANNEL / VENTED AIR SPACE MINERAL FIBER RIGID INSULATION (R-10) TAPE ALL JOINTS WEATHER -RESISTANT BARRIER (WRB) WRAP OVER FLASHING TYP HORIZONTAL Z-GIRTS COR-A-VENT LEVEL 2 14'-4" INSECT SCREEN METAL FLASHING PAINT TO MATCH SIDING EXISTING PERIMETER INSULATION TO REMAIN KYNAR COATED STEEL SHINGLE (SEE ELEVATIONS) ICE & WATER BARRIER, BUTYL BASED HIGH -TEMP SELF ADHERED MEMBRANE R21 ROOF INSULATION FIRE -RETARDANT PLYWOOD SHEATHING KYNAR COATED METAL FLASHING ROLLED SEAM AND CLIP Ljk ROOF PLAN — — — — 85' - 0" 1/2" PLYWOOD EXISTING WD CANT - KYNAR COATED METAL FLASHING & CLIP BANDING PANEL METAL FLASHING PAINT TO MATCH SIDING NEW SIDING OVER 1X FURRING I WEATHER-RESISTANT BARRIER (WRB) ! > METAL FLASHING PAINT TO MATCH SIDING FASTEN TOP OF FLASHING & STRIP IN TOP EDGE W/SAM APPLIED IN SHINGLE FASHION EXISTING STEEL STRUCTURE EXISTING 2X BLOCKING EXISTING RIPPED 2X6 @16" O.C. EXISTING NAILER EXISTING MTL FRAMING COR-A-VENT, TYP. --- LAP(WRB)OVER _ FLASHING TYPICAL 2 LAYERS OF FIBER CEMENT TRIM (COLOR PER ELEVATIONS) WALL INFILL (PREVIOUS CLOCK OPENING) METAL FLASHING PAINT I 2X FIRE -RETARDANT BLOCKING TO MATCH SIDING 77 ENCAPSULATING EXPOSED PORTION JOINT FILLER AND SEALANT I OF BLOCKING WITH LIQUID FLASHING I TIED INTO THE WRB CLOCK TRIM RING NEW TOWER CLOCK WITH i_ 1/2" GYPSUM SHEATHING BACKGROUND MOUNTING I; (BASIS OF DESIGN: ELECTRICTIME1100 SILHOUETTE - MARKERS ON BACKGROUND) WALL DETAIL 1 � � % 1 1/2" = 1' 0" �,� f NEW TOWER CLOCK WITH BACKGROUND MOUNTING (BASIS OF DESIGN: ELECTRICTIME1100 SILHOUETTE - MARKERS ON BACKGROUND)' CLOCK TRIM RING METAL FLASHING PAINT TO MATCH SIDING JOINT FILLER AND SEALANT 2 LAYERS OF FIBER CEMENT TRIM (COLOR PER ELEVATIONS) WRB NEW FIBER CEMENT SIDING (SEE ELEVATIONS) SPRING FLASHING 1/2" FIRE -RETARDED PLYWOOD DECK EXISTING CONIC DECK ICE & WTR BARRIER SLOPE 1/2" KYNAR COATED METAL \ PER FT. FLASHING ROLLED SEAM — AND CLIP — d, FIRE -RETARDANT WD BLOCKING CLIP FIBER CEMENT TRIM (SEE ELEVATIONS) I I I I � I EXISTING WALL TO REMAIN NEW BANDING PANEL (SEE ELEVATIONS) WEATHER -RESISTANT BARRIER (WRB) METAL FLASHING W/ DRIP SEALANT — BANDING PANEL METAL FLASHING W/ DRIP NEW FIBER CEMENT LAP SIDING NEW GYP. SHEATHING (MATCH EXISTING) ENCAPSULATING EXPOSED PORTION OF BLOCKING WITH LIQUID FLASHING TIED INTO THE WRB 2X FIRE -RETARDANT BLOCKING WALL INFILL (PREVIOUS CLOCK OPENING) LAP (WRB) OVER FLASHING LEG TYPICAL EXISTING SHEATHING AND INSULATION (REPLACE IF DAMAGED) TYPICAL ALL WALLS MEZZ 4 OC ° a 72'-8" PPT SHAPED 2X6 FILL ANY VOIDS W/INSULATION - EPS SHAPED TO FIT EXISTING GYPSUM SHEATHING AND INSULATION (REPLACE IF DAMAGED) TYPICAL ALL WALLS EXISTING SHEATH'"'^ INSULATION (REPI. DAMAGED) TYPIC WALLS WEATHER -RESIST BARRIER (WRB) MINERAL FIBER RI INSULATION (R-10 1" VERTICAL HAT VENTED AIR SPAC 3/8" GAP TYPICAL EXISTING MASONI SIDING / BRICK CORNER DETAIL 1 1/2" = V-0" 3/8" GAP TYPICAL EXISTING SHEATHINI INSULATION (REPLA( DAMAGED) TYPICAL WALLS FIBER CEMENT SIDIN 1" VERTICAL HAT CH, VENTED AIR SPACE MINERAL FIBER RIGIL INSULATION (R-10) WEATHER-RESISTAN BARRIER (WRB) SIDING INSIDE CORNER DETAIL 1 1/2" = V-0" FIBER CEMENT SIDING 1" VERTICAL HAT CHANNEL / VENTED AIR SPACE MINERAL FIBER RIGID INSULATION (R-10) EXISTING SHEATHING AND INSULATION (REPLACE IF DAMAGED) TYPICAL ALL WALLS WEATHER -RESISTANT BARRIER (WRB) N 2 LAYERS OF FIBER CEMENT CORNER TRIM MADE FROM SIDING PANEL (COLOR TO MATCH EXISTING) 3/8" GAP, TYP 51 /2" SIDING OUTSIDE CORNER DETAIL 1 1/2" = V-0" EXISTING SHEATHII AND INSULATION (REPLACE IF DAMA( TYPICAL ALL WALL, WEATHER -RESIST/ BARRIER (WRB) MINERAL FIBER RIC INSULATION (R-10) FIBER CEMENT SIDI 1" VERTICAL HAT CI VENTED AIR SPACE 2 LAYERS OF FIBER TRIM MADE FROM (COLOR TO MATCH 1/8" GAP, CAULK, T) EXISTING WALL ASSEMBLY TO REMAIN EXISTING INSULATIO DAMAGED; WALLS EXISTING SI AND INSULP (REPLACE II TYPICAL AL WALL DETAIL 1 1/2" = V-0" WALL DETAIL 1 1/2" = V-0" WALL DETAIL 1 1/2" = V-0" FIBER CEMENT LAP SIDING WEATHER -RESISTANT BARRIER (WRB) HORIZONTAL Z-GIRTS COR-A-VENT INSECT SCREEN PRE FINISHED METAL FLASHING COLOR TO MATCH SIDING FIBER CEMENT TRIM (COLOR & SIZE TO MATCH EXISTING) FIBER CEMENT BANDING PANEL (COLOR TO MATCH EXISTING) 1" VERTICAL HAT CHANNEL / VENTED AIR SPACE MINERAL FIBER RIGID INSULATION (R-10) TAPE ALL JOINTS =1BER CEMENT BANDING PANEL COLOR TO MATCH EXISTING) I" VERTICAL HAT CHANNEL / ✓ENTED AIR SPACE MINERAL FIBER RIGID NSULATION (R-10) TAPE ALL JOINTS WEATHER -RESISTANT BARRIER (WRB) NRAP OVER FLASHING TYP. IORIZONTAL Z-GIRTS 'RE FINISHED METAL FLASHING 'OLOR TO MATCH SIDING 'OR -A -VENT ? LAYERS OF FIBER CEMENT TRIM MADE FROM 31DING PANEL (COLOR TO MATCH EXISTING) INSECT SCREEN METAL EDGE FLASHING SAINT TO MATCH SIDING rIBER CEMENT SOFFIT PANEL (MATCH EXISTING) EXISTING SHEATHING AND INSULATION (REPLACE IF DAMAGED) TYPICAL ALL WALLS EMENT SOFFIT PANEL (MATCH EXISTING) ISHED METAL FLASHING TO MATCH SIDING NTAL Z-GIRTS EMENT LAP SIDING ICAL HAT CHANNEL / VENTED AIR SPACE L FIBER RIGID PION (R-10) TAPE ALL JOINTS =R-RESISTANT R (WRB) =1BER CEMENT LAP SIDING VERTICAL HAT CHANNEL / /ENTED AIR SPACE MINERAL FIBER RIGID NSULATION (R-10) TAPE ALL JOINTS 10RIZONTAL Z-GIRTS LEVEL 2 5111 14'-4" 'RE FINISHED METAL FLASHING ;OLOR TO MATCH SIDING JEW BRICK SEALER EXISTING MASONRY HALL TO REMAIN ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT DEAN E. KEL STATE OF WASHI Z J J _I J Cn >- w o � Q = Z Lu U W � m � W Q ry Cn w / 0 < = CO_ 0 = � W U 0 �C) Y� ~ Of 0 _D 0 p O O 0. PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE 1 PERMIT COMMENTS 1/20/23 EXTERIOR DETAILS WALL BASE DETAIL 1 1/2" = V-0" UPPER EAST WALL SECTION - Callout 1 1 1/2" = V-0" SIDING CORNER DETAIL 1 1/2" = V-0" WALL DETAIL 1 1/2" = V-0" SHEET # A35mOl RIC�`eYgZISMILLER EXISTING WALL TO REMAIN LASHING PEPPED ING EXISTING ROOF DECK TO REMAIN ROOF UNDERLAYMENT TURN UP THE WALL BEYOND VERTICAL FLANGE OF STEP FLASHING ROOF FLASHING DETAIL @ EXISTING BRICK PRE -MANUFACTURED RIDGE SHINGLES PRE -MANUFACTURED PLATE STEEL SEISMIC TIES AT RAFTERS PER LOCAL BUILDING CODE(S) ASPHALT - SATURATED FELT, OR OTHER APPROVED UNDERLAYMENT \ \( I X 11,E y VENTILATED RIDGE -- SECTION VIEW WALL FINISH SEE ELEVATIONS WALL CLADDING UNDERLAYMENT \ LAP OVER STEP FLASHING AND UP- TURNED ROOF UNDERLAYMENT.) 1 1/2" = V-0" 2" MINIMUM AIRSPACE INSTALL RIDGE SHINGLES TO SEAL WITH UNDERLYING RIDGE SHINGLE (OPTIONAL: HAND TAB TO SEAL NAILS <� AS MAY BE APPROPRIATE.) \/ CONTINUOUS �, \\ RIDGE VENT WIND BAFFLES l \ (N) LOW- PROFILE SCREW (INSTALL FOR SECURE ATTACHMENT OF RIDGE VENT.) ROOF RIDGE VENT 1 1/2" = V-0" Af METAL 'Z'-SHAPED --/ COUNTERFLASHING STEP FLASHING GRANULE -SURFACED MEMBRANE CRICKET FLASHING PLY(S) (EXTEND UPPER END OF FLASHING 18" MIN. UPSLOPE UNDER SHINGLES. SEE NOTE 2.) INSECT SCREEN AND AIR DRAFT ROOFING NAILS (PLACE NAILS HIGH, SO THEY ARE FILTER MEDIA OVERLAPPED BY THE NEXT UPSLOPE STEP FLASHING.) LAMINATED SHINGLES CLADDING WITH SHEET METAL REGLET AND FIRE -RETARDED PLYWOOD OR COUNTERFLASHING (LAP COUNTERFLASHING STRUCTURAL WOOD SHEATHING MINIMUM 2" OVER STEP FLASHING AND MAINTAIN ABOVE THE ROOF SURFACE.) INSULATION ROOF CRICKET FLASHING 1 1/2" = V-0" NtVV bhllN(-iLtb UVtK KUUMINU JNDERLAYMENT VEW FIRE -RETARDED SHEATHING / ROOF COVER BOARD VEW FIRE -RETARDED 2X FURRING 1 1/2" AIR SPACE SEW R38 RIGID ROOF INSULATION SHEATHING OVER MET METAL DRIP EDGE R25 MIN. BATT INSULA- SEW METAL GUTTER MATCH EXISTING STYLE) METAL STUDS FRAMIN 'RE -FABRICATED VENTED METAL -ASCIA WITH DRIP, SIZE PER NEW SOFFIT PANEL MANUFACTURER RECOMMENDATION, 3ASIS OF DESIGN: METAL -ERA HI-PERF ✓ENTED FASCIA METAL FLASHING EXTE METAL FLASHING PAINT TO MATCH FASCIA 6" ABOVE SOFFIT SYPSUM SHEATHING OVER METAL FRAMING ROOFING UNDERLAYM VEW SHINGLES WRAP-UP AND OVER V\ ROOFING UNDERLAYMENT NEW SHINGLES NRAP-UP AND OVER WALL NEW FIRE -RETARDED 2X FURRING 1 1/2" AIR NEW FIRE -RETARDED 2X FURRING SPACE 1 1/2" AIRSPACE NEW R38 RIGID ROOF INSULATION NEW R38 RIGID ROOF INSULATION R25 IN WALL CAVITY UPPER ROOF TRANSITION DETAIL FLASHING DETAIL WALL CLADDING UNDERLAYMENT ( SHOULD EXTEND DOWN OVER VERTICAL FLANGE OF REGLET OR ONE PIECE [E.G.,'Z'-BAR] COUNTERFLASHING.) EACH UPSLOPE FLASHING APPROXIMATELY 2" HEAD LAP OVER % LOWER STEP FLASHING FIRE -RETARDED WOOD- OPTIONAL: ADDITIONAL EXTENSION OF FRAMED AND SHEATHED ROOF UNDERLAYMENT (SEE NOTE 4.) CRICKET BENEATH MEMBRANE FLASHING SHEET METAL STEP FLASHING AT EACH - - CRICKET VALLEYS COURSE (PLACE JUST UPSLOPE FROM SLOPED TO DRAIN EXPOSED EDGE OF SHINGLE. EXTEND ® MINIMUM 4" OVER UNDERLYING SHINGLE AND APPROXIMATELY 4" UP VERTICAL WALL.) , OPTIONAL: FIRE -RETARDED BLOCKING / (DEPENDING ON REGLET PROFILE.) !! ROOF UNDERLAYMENT (TURN UP WALLS, AND EXTEND BEYOND VERTICAL FLANGE f OF STEPFLASHING AS INDICATED.) ASPHALT -SATURATED FELT, OR OTHER i\ APPROVED UNDERLAYMENT FIRE -RETARDED PLYWOOD OR STRUCTURAL WOOD SHEATHING NOTES: 1 - INSTALL ICE -DAM PROTECTION MEMBRANE AT ALL POTENTIAL ICE DAMMING LOCATIONS SUCH AS DOWNSLOPE EAVES, VALLEYS, CRICKETS, AROUND PENETRATIONS, AND RAKE EDGES. ASPHALT- SATURATED CONSULT LOCAL BUILDING CODE REQUIREMENTS. FELT, OR OTHER 2. SHEET METAL STEP FLASHING IS SUGGESTED TO BE A MINIMUM OF 26-GAUGE PRE-FINISHED/PAINTED GALVANIZED STEEL, APPROVED 16 OZ. COPPER, .032-INCH THICK PRE -FINISHED ALUMINUM, OR AN EQUIVALENT LONGEVITY NON -CORROSIVE METAL. UNDERLAYMENT 3 VERTICAL FLANGE OF STEP FLASHING SHOULD BE LAPPED A MINIMUM OF 2". SHEET METAL COUNTERFLASHING MAY BE OPTIONAL WHERE WALL CLADDING OR SIDING OVERLAPS STEP FLASHING. FIRE -RETARDED 4 CONSIDER SPECIFYING THE EXTENSION OF ROOFING UNDERLAYMENT VERTICALLY UP THE WALL SO THAT IT IS PLYWOOD OR OVERLAPPED BY THE WALL CLADDING UNDERLAYMENT. STRUCTURAL WOOD SHEATHING 5 DIMENSIONS SHOWN ARE RECOMMENDED MINIMUMS AND ARE INTENDED TO BE APPROXIMATE TO ALLOW FOR REASONABLE TOLERANCES DUE TO FIELD CONDITIONS. 6 THE PROFILE OF SPECIFIC COMPONENTS, THEIR CONFIGURATION OR SEQUENCING, CAN VARY WITH THE ROOF SYSTEM, WITH CLIMATIC DIFFERENCES, AND REGIONAL OR AREA PRACTICES. M EZ 53'-6" TYPICAL ROOF TO WALL FLASHING UPPER ROOF EAVE FLASHING DETAIL NEW SHINGLES OVER ROOFING UNDERLAYMENT NEW FIRE -RETARDED SHEATHING / ROOF COVER BOARD NEW FIRE -RETARDED 2X FURRING 1 1/2" AIR SPACE NEW R38 RIGID ROOF INSULATION METAL DRIP EDGE S NEW METAL GUTTER (MATCH EXISTING STYLE) PRE -FABRICATED VENTED METAL FASCIA WITH DRIP, SIZE PER MANUFACTURER .------ RECOMMENDATION, BASIS OF ` DESIGN: METAL -ERA HI-PERF VENTED FASCIA PERFORATED CLOSURE FLUID APPLIED WRB NEW KYNAR COATED EXTRUDED ALUMINUM MOULDING (MATCH EXISTING PROFILE) NEW GYPSUM SHEATHING EXISTING METAL ROOF DECK EXISTING INSULATION REPLACE OR ADD TO ACHIEVE R25 MIN. EXISTING METAL STUDS FRAMING TO REMAIN MEZZ1 43' 0" NEW SOFFIT PANEL EAVE PREFABRICATED VENTED FASCIA Y= 1'-0" UPPER ROOF FLASHING ENLARGED ROOF - PLAN ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600I REGISTERED ARCHITECT DEAN E. KEL STATE OF WASHI Z J J J w 00 Q = Z Lu U W � m � W Q Il C/) w / O < 0 _ 0 o O O PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE 1 PERMIT COMMENTS 1/20/23 EXTERIOR DETAILS SHEET # A35mO2 1 1/2" = 1'-0" � 1 1/2" = 1'-0" � 1" = 1'-0" 1 /4" = 1'-0" I -I- RICEf2YgZISMILLER NEW SHINGLES OVER ROOFING UNDERLAYMENT NEW FIRE -RETARDED SHEATHING / ROOF COVER BOARD NEW FIRE -RETARDED 2X FURRING 1 1/2" AIRSPACE NEW R38 RIGID ROOF INSULATION 2X FIRE -RETARDED WOOD FASCIA FRAMING ulA/_1411:11aaBiel: A NEW METAL GUTTER (MATCH EXISTING STYLE) METAL FASCIA W/ DRIP CONT. SOFFIT / FASCIA VENT NEW MOLDED MILLWORK (MATCH EXISTING) WRB GYPSUM SHEATHING OVER FIRE -RETARDED BLOCKING R25 CAVITY BATT INSULATION EXISTING WALL ASSEMBLY TO REMAIN NEW SOFFIT PANEL NEW MOLDED MILLWORK (MATCH EXISTING) SEALANT it I COR-A-VENT I I 1" VERTICAL HAT CHANNEL / VENTED AIR SPACE NEW SIDING PANEL I MINERAL FIBER RIGID INSULATION (R-10) NEW WRB HORIZONTAL Z-GIRTS l TYPICAL ROOF EDGE VENTED FASCIA DETAIL 1 1/2" = V-0" NEW SHINGLES OVER ROOFING UNDERLAYMENT NEW FIRE -RETARDED SHEATHING / ROOF COVER BOARD NEW FIRE RETARDED 2X FURRING 1 1/2" AIR SPACE NEW R38 RIGID ROOF INSULATION 2X FIRE -RETARDED WOOD FASCIA FRAMING METAL DRIP EDGE NEW METAL GUTTER (MATCH EXISTING STYLE) METAL FASCIA W/ DRIP MEZZ 1 43'-0" FONT. SOFFIT / FASCIA VENT VEW MOLDED MILLWORK (MATCH EXISTING) NRB WRAP OVER FLASHING VEW GYPSUM SHEATHING METAL FLASHING R25 CAVITY BATT INSULATION VEW SIDING PANEL JNERAL FIBER RIGID NSULATION (R-10) 1" VERTICAL HAT CHANNEL / VENTED AIR SPACE HORIZONTAL Z-GIRTS VEW WRB XISTING SHEATHING AND INSULATION REPLACE IF DAMAGED) TYPICAL ALL JVALLS EXISTING WALL TO REMAIN QUARTER ROUND 3/4" WOOD TRIM BANDING PANEL (MATCH EXISTING) 1" VERTICAL HAT CHANNEL / VENTED AIR SPACE MINERAL FIBER RIGID INSULATION (R-10) DOUBLE LAYER OF FIBER CEMENT PANELS TO BUILD UP TRIM FIBER CEMENT LAP SIDING WEATHER -RESISTANT BARRIER (WRB) HORIZONTAL Z-GIRTS EXISTING SHEATHING (REPLACE IF DAMAGED) EXISTING METAL ROOF DECK 44' - 4" i EXISTING TOP OF STEEL EXISTING METAL STUD WALL / INSULATION — EXISTING SHEATHING AND INSULATION (REPLACE IF DAMAGED) TYPICAL ALL WALLS 6 112" MEZZ 1 43'-0" MEZZ 43'-0" METAL FLASHING W/ DRIP HER -RESISTANT IER (WRB) ED MILLWORK ;H EXISTING) LIM SHEATHING QUARTER ROUND 3/4" WD TRIM SOFFIT PANEL (MATCH EXISTING) ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT_ DEAN E. KEL STATE OF WASHI Z J J J I-- w 00 = Z Lu U W m < !Fm W 0 ry ULU ~ v > 0 Q = 0-= o0 0 DC U C o DC Q O N 0 V/ ry 1.� p O n O CL PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE 1 PERMIT COMMENTS 1/20/23I EXTERIOR DETAILS ROOF EAVE DETAIL 1 1/2" = l'-0" ROOF RAKE DETAIL 1 1/2" = V-0" SHEET # A35mO3 BRICK TO MATCH BASE BRICK COLOR OF EXISI BUILDING AIR SPACE WRB EXTERIOR SHEATHING LIGHT GAUGED METAL FRAMING LINE OF PRECAST CAP ABOVE ENTRY CANOPY COLUMN BASE DETAIL 1 1 /2" = V-0" FLASHING PER DETAIL 8 / A35.04 GUTTER AND DOWNSPOUT FLASHING ABOVE STEEL BEAM TO BE ALIGNED WITH FLASHING AT WINDOW. REFER TO DETAIL 4 / A35.04 BRICK LINTEL PER STRUCTURAL PRE -FINISHED FLASHING TO CONCEAL EDGE OF BEAM AND ROOF ASSEMBLY EXISTING BRICKS I ----- - -- REPLACED BRICKS AS NEEDED FOR INSTALL OF BEAM. GC TO VERIFY BRICKS TO BE REMOVED. CANOPY BEAM ELEVATION 1 1 /2" = V-0" GALVANIZED STEEL COLUMN REFER TO STRUCTURAL. PAINTED. NEW WRB TO TIE INTO EXISTING AN OVERLAP FLASHII` REPLACED BRICK: BRICK LINTEL TO SUPPORT OPENIN REFER TO STRUC' FLASHING TO FIT PROFILE OF META ROOF FOAM CLOSURE S SEALED TO METAL STEEL BEAM AND CONNECTION TO EXISTING COLUM( REFER TO STRUC' SLOPE 1/4":12" AW FROM BUILDING SEALANT REPLACED BRICK; STANDING SEAM METAL ROOF. COLOR TO BE SELECTED FROM FULL RANGE OF STANDARD COLORS. 1/2" GYPSUM ROOFING BOARD METAL DECK PER STRUCTURAL BEAM PER STRUCTURAL VENTED SOFFIT PANEL. COLOR TO BE SELECTED FROM FULL RANGE OF STANDARD COLORS. BACKER ROD AND SEALANT METAL CLIP FOR SILL SUPPORT ad . ° - °.d ► PRECAST CONCRETE TOP SLOPED FOR DRAINAGE I MATCH COURSING i WRB TO PROTECT SHEATHING FROM EXISTING I SHEATHING HELD OFF SLAB BUILDING I FOR DRAINAGE LIGHT GAUGE FRAMING. SHIM UNDER FRAMING TO ALLOW Lu I o STAINLESS BRICK TIESuj DRAINAGE J_ i FOOTING PER STRUCTURAL. SLOPE TOP OF FOOTING TO ALLOW DRAINAGE OF WATER WEEPS AROUND PERIMETER OF BRICK I EXISTING SLAB BASE I LEVEL1 cCANOPY COLUMN SECTION DETAIL l 0 GUTTER SILO DOWNSPOUT DOWNSPOUT TO COLUMN BASE. SPLAf BASE BRICK BASE PRE -FINISHED THRU-WALL FLASHING TO TURN DOWN EXPOSED EDGE OF CANOPY EXISTING WALL ASSEMBLY BEHIND BRICK. MATCH FOR ANY INFILL AREAS. EXISTING STEEL COLUMN LIQUID WRB TO BE CONTINUOUS AROUND TUBE STEEL. SEAL TO TUBE AND EXISTING WRB TO PROVIDE WEATHER TIGHT SYSTEM. CANOPY BEAM CONNECTION 1 1 /2" = V-0" PRE -FINISHED THRU-WALL FLASHING GUTTER AND DOWNSPOUT STEEL CANOPY WITH STANDING SEAM METAL ROOF AND VENTED METAL SOFFIT PANELS. COLORS TO BE SELECTED FROM FULL RANGE OF STANDARD COLORS. EXISTING WINDOW SYSTEM SEALANT AT TOP EDGE OF FLASHING TO EXISTING WINDOW SYSTEM DRIP FLASHING WET SET AND FASTENED TO EXISTING WINDOW MULLIONS. CONTINUE FROM FLASHING OVER BEAMS STANDING SEAM METAL ROOF - - - - ROOFING BOARD J METAL DECK STEELSTRUCTURE - - - - METAL SOFFIT PANEL CONNECTED TO UNDERSIDE OF STEEL STRUCTURE EDGE OF ENTRY WALL BEYOND CANOPY GUTTER / EXPANSION JOINT 1 1 /2" = V-0" GALVANIZED STEEL COLUMNS. PAINTED PRECAST CAP SLOPED FOR / DRAINAGE 20 4 A35.04 1 II I BRICK COLUMN BASE WITH PRE -CAST CONCRETE TOP. MATCH BASE BRICK COLOR OF EXISTING BUILDING AND M BRICK PATTERN 0 FOOTING BEYOND. REFER TO - STRUCTURAL d =I III III III I� r�l 111 111 111 111 111 111 111 111 11 1 I I1 I Ih I IIII1 I IIII1 I.I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 11= -1 11 U 1�111;1 1 111-_I11 1 ;III„I ; I , I L I A I WALL SECTION - ENTRY CANOPY LOBBY 1 /2" = V-0" e DRIP FLASHING WINDOW SYSTE STEEL CANOPY ROOF HIDDEN F METAL DOWNSF METAL GUTTER SOFFIT ABOVE TO REMAIN EXISTING ENTRY DOORS III1 a� a `�► I i � L� I I1 11= 1I- LEVEL 1 0" RIC�`eYgZISMILLER ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT -` DEAN E. KEL STATE OF WASHI Z J J J w 00 Q = Z Lu U W � m � W Q I e U) w / O <co 0 _ DC U o �� 0 No p 0 DC 0 PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE 1 PERMIT COMMENTS 1/20/23 EXTERIOR DETAILS ENTRY CANOPY ENTRY CANOPY PERSPECTIVE ROOF PLAN - ENTRY CANOPY 1 /4" = V-0" SHEET # A35mO4 RIC ergu iLLER ARCHITECTURE INTERIORS PLANNING VIZLAB NOTE: PROTECT WALL ASSEMBLY VAPROFLASHING VAPROFLASHING FROM MOISTURE SA LIQUID FLASHING SA NOTE: WHERE ATTACHMENT TO INSTALL VAPROSHIELD g" STEEL STUDS, USE VAPRO LIQUID FLASHING SA PRE -FORMED CORNERS @ SILL, VAPROFLASHING SA SPRAY ADHESIVE TO BOND ATTACH AS REQUIRED il LIQUID BACK ANGLE FOR VARIOUS BUILDING TYPES 71 FLASHING FULL COVERAGE � -� INSTALL LIQUID FLASHING CUT INSIDE 6„ INSIDE ROUGH VAPROSHIELD SA EDGE 9' M7N OPENING PLUS PRE -FORMED OF PRE- DOUBLE -SIDED 1" MIN ON FACE CORNERS AT FORMED TYPICAL EXTERIOR VAPROTAPE OR VAPROFLASHING HEAD CORNERS TO WALL ASSEMBLY NON -SKINNING SA CUT ALIGN JAMB BUTYL SEALANT DOUBLE -SIDED EXTEND 0/ END 0 AND HEAD (ATTACH TO VAPROTAPE OR DAMS OF SILL FLASHING = z ATTACH AS REQUIRED VAPOR RETARDER PAN SEALANT LIQUID rn BY VARIOUS BUILDING 9 IF PRESENT) z_ 9 (ATTACH FLASHING TYPES a, PRE PRIMED VAPOR LAP JAMB FULL WINDOW SILL RETARDER IF FLASHING COVERAGE OPTION: LIQUID FLASHING FLASHING SET PRESENT) OVER END INSIDE ROUGH 1/2" x 1/2", HEAD FLASHING RETURN FLASHING �8'� M7N IN SEALANT JAMB FLASHING DAMS OPENING 0.040" FULLY EMBEDDED UP BACK ANGLE AND SINGLE -SIDED OVER LIQUID STRIP OF LIQUID FULLY EMBEDDED PLUS 1" MIN ALUMINUM IN VAPROBOND UP JAMB TO FORM VAPROTAPE SEAL � FLASHING FLASHING ON IN VAPROBOND ON FACE ANGLE (BY OVER CURED PAN CORNERS TO SILL I TOP OF METAL OVER CURED OTHER) LIQUID FLASHING BACK ANGLE SET IN FLASHING FLASHING AND LIQUID FLASHING SEALANT, FULL WIDTH LAP OVER BACK OF OPENING ANGLE STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 NOTE: SET VAPROSHIELD WRAPSHIELD / WALLSHIELD NOTE: NOTE: NOTE: SOME MANUFACTURERS EXPANDING FOAM TO LAP 0/ HEAD FLASHING CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE REQUIRE CONTINUOUS o TAPE @ COUNTER FIELD. MEMBRANE AND FLASHING COMPONENTS FIELD. MEMBRANE AND FLASHING COMPONENTS FIELD. MEMBRANE AND FLASHING COMPONENTS SUPPORT, NOT SHIMS OF FRAME @ INSTALLATION OF ARE NOT SHOWN TO SCALE FOR CLARITY ARE NOT SHOWN TO SCALE FOR CLARITY ARE NOT SHOWN TO SCALE FOR CLARITY HEADS & JAMB WALLSHIELD / SET AT BACK OF WRAPSHIELD LAP 6" SLOPE 15° FRAME @ SILLS AT HORIZONTAL AND — z UPTURNED METAL INSTALL SINGLE- 12" AT VERTICAL z END DAM (BEYOND) BACK ANGLE SET IN READY FOR SIDED VAPRO TAPE EXTEND WALLSHIELD / -in SEALANT, FULL WIDTH WINDOW 0/ LEG OF METAL WRAPSHIELD TO EDGE c WRB OF OPENING INSTALLATION HEAD FLASHING OF RO @ JAMBS SEAL SEALANT BETWEEN FRAME SECURE HEAD USING VAPROTAPE I JAMB FLASHING FULLY AND BACK ANGLE FLASHING @TOP OF 4" VERTICAL FLANGE DOUBLE SIDED, ROLL TO - —WRB I EMBEDDED IN VAPROBOND I AIRDAM SEALANT & 8" OC ACTIVATE ADHESIVE l OVER CURED LIQUID BACKER ROD INSTALL METAL HEAD \\ "U BIB" (SEE BELOW) \\ 1 VAPROFLASHING SA I FLASHING AIRDAM AIRDAM SEALANT & WINDOW SILL FLASHING SET IN SEALANT FLASHING (BY FORMED FROM AIRDAM SEALANT & BACKER ROD SHIM WINDOWS PER OTHERS)-WRAPSHIELD / BACKER ROD OVER LIQUID FLASHING MANUFACTURERS WALLSHIELD SLIP RECOMMENDATIONS VAPROSHIELD UNDER HEAD FLASHING FULLY z_ STRIP OF LIQUID FLASHING EXPANDING VAPROFLASHING & EMBEDDED IN VAPROBOND ON TOP OF METAL FLASHING FOAM TAPE AROUND ATTACH VARIES M OVER CURED LIQUID LIQUID FLASHING FULL 6'I LIQUID FLASHING OVER WRB, WINDOW FRAME F= N FLASHING COVERAGE INSIDE ROUGH RETURN FLASHING UP BACK LIQUID FLASHING FULL OPENING PLUS 1" ON FACE ANGLE AND UP JAMB TO FORM 1'-6" COVERAGE INSIDE ROUGH PAN STEP 7 STEP 8 STEP 9 HEAD OPENING PLUS 1" ON FACE JAMB SILL NON FLANGE WINDOW WATER RESISTANT BARRIER TYPICAL WINDOW FLASHING SEQUENCE 1/4" = 1'-0" EXTERIOR DOOR SCHEDULE DOOR # ROOM DOOR INFORMATION FRAME INFORMATION FIRE RATING COMMENTS NUMBER NAME TYPE MATERIAL FINISH GLAZING HEIGHT WIDTH THICKNESS FRAME TYPE MATERIAL 101 101 MECHANICAL ROOM A2 HM PAINT N/A T - 0" 6'- 0" 1 3/4" 01 HM DOUBLE HM DOOR AND FRAME 105B 105B HALL Al HM PAINT N/A T - 0" 3' - 0" 1 3/4" 01 HM SINGLE HM DOOR AND FRAME 142 142 SALLY PORT STEEL PAINT N/A 8' - 9" 10' - 4" 1" ROLL -DOWN DOOR TO MATCH EXISTING 143 143 TRASH PAINT N/A 8' - 6" 8'- 0" 1 3/4" 01 HM SWING GATE TO MATCH EXISTING 144A 1144A I HALLWAY Al IHM I PAINT I N/A T - 0" 3' - 0" 1 3/4" 101 HM I I SINGLE HM DOOR AND FRAME FRAME TYPES 01 DOOR TYPES Al A2 SINGLE FLUSH DOUBLE FLUSH Lo WINDOW SCHEDULE WINDOW # TYPE WIDTH HEIGHT U-FACTOR 1 U-VALUE FIRE RATING COMMENTS A Type (A) 3'4' M.O. T - 0" 5' - 6" U-VALUE < 0.30 SINGLE WINDOW B Type (B) 64' M.O. 6'- 0" 5' - 6" U-VALUE < 0.30 C Type (C)11'4' M.O. 11' - 0" 5' - 6" U-VALUE < 0.30 E Type (E) T - 0" 5' - 6" U-VALUE < 0.30 SINGLE WINDOW G Type (G) 11' - 0" 5' - 6" U-VALUE < 0.30 H Type (H) T - 0" 5' - 6" U-VALUE < 0.30 SINGLE WINDOW J Type (J) 6'- 0" 5' - 6" U-VALUE < 0.30 K Type (K) 11' - 0" 5' - 6" U-VALUE < 0.30 L Type (L) 11' - 0" 5' - 6" U-VALUE < 0.30 M Type (M) 11' - 0" 5' - 6" U-VALUE < 0.30 N TYPE (N) 18' - 0" 5' - 6" U-VALUE < 0.30 GENERAL WINDOW NOTES: 1. GC TO FIELD VERIFY ALL OPENINGS PRIOR TO ORDERING WINDOWS. 2. WINDOWS AT GRADE LEVELS TO BE FIXED, NON -OPERABLE 3. WINDOWS AT LEAST 1-STORY ABOVE GRADE TO BE OPERABLE AS SHOWN IN WINDOW TYPES BELOW 4. NOTIFY ARCHITECT IF ANY DISCREPANCIES ARISE. FIELD VERIFY 2'-9" 2'_9" 2'_9" 2'_9" M CV M co CO O T-0" FIN FLOOR O TYP. 3-0" FIELD M } CV LL w o W co M FIELD VERIFY 2'-9" 2'_9" 2'_9" 2'_9" 6'-0" FIELD VERIFY 3-0" 3'-0" T zo 2018 WSEC COMPLIANCE 1. FIXED U-FACTOR: U-0.38 2. OPERABLE U-FACTOR: U-0.40 FIELD VERIFY T-0" T-0" T-0" T-0" T-0" T-0" O 11'-0" FIELD VERIFY 2'-9" 2'_9 2'_9 2,_9„ I win O 11'-0" FIELD VERIFY T-8" 3-8" T-8" FIN FLOOR O O TYP. 3'4' M.O. FIELD VERIFY 3-0" O 6'-4" M.O. 0 1V-4" M.O. FIELD VERIFY 3-8" T-8" T-8" O 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT_ DEAN E. KEL STATE OF WASHI FIN FLOOR O O TYP. 3'4' M.O. FIELD VERIFY 3-0" O 6'-4" M.O. 0 1V-4" M.O. FIELD VERIFY 3-8" T-8" T-8" O 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT_ DEAN E. KEL STATE OF WASHI O 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT_ DEAN E. KEL STATE OF WASHI Z J J I J w o 00 Q = Z Lu U w Cj:f m < W Q Il C/� w V O = ` — 0 1 � 0 N 0 ry p O W O PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE 1 PERMIT COMMENTS 1/20/23 WINDOW SCHEDULE, WINDOW DETAILS EXTERIOR DOOR & FRAME TYPES WINDOW TYPES 1 /4" = V-0" SHEET # A50mOl RICEfBYgZISMILLER FIBER CEMENT LAP SIDING I MINERAL FIBER RIGID INSULATION (R-10) TAPE ALL JOINTS FTA'D HORIZONTAL Z-GIRTS I _ 1" VERTICAL HAT CHANNEL / VENTED AIR SPACE 3" OVERLAP I, 24 GA PRE -FINISHED METAL HEAD I FLASHING W/ END DAMS & HEMMED EDGE, FINISH TO MATCH SIDING SEALANT --- - _-- 77 2 LAYERS OF FIBER CEMENT TRIM MADE FROM SIDING PANEL I ' (SEE ELEVATIONS FOR FINISHES) WEATHER RESISTANT BARRIER; LAP OVER HEAD FLASHING & SEAL WITH NON -SKINNING BUTYL SEALANT I ' COR-A-VENT INSECT SCREEN PRE -FINISHED PERFORATED L-HEAD TRIM DRIP FLASHING JOINT FILLER AND SEALANT HEAD JOINT FILLER AND SEAL METAL SILL FLASHING MEMBRANE FLASHING WRAP OVER WRB 2 LAYERS OF FIBER CD TRIM MADE FROM SIDIN (SEE ELEVATIONS FOR FIBER CEMENT LAP SID SILL LOUVER HEAD AND SILL 3" = 1'-0" SEE DETAIL: 10 ) FOR TYPICAL N( 2 LAYERS OF FIE TRIM MADE FRO (SEE ELEVATION PRE -FINISHED P L-HEAD TRIM DRIP FLASHING JOINT FILLER AN HOLLOW METAL DOOR PER D00 FRAME BEYOND J-MOULDING BIRD SCREEN J-MOULDING EXTERIOR HM DOOR HEAD (JAMB SIMILAR EXISTING BRICK MASONRY TO REI EXISTING MASON HEADER TO REM) BRICK MOULDING WINDOW MFR. MEMBRANE FLAS SEAL TO EXISTIN, } LL JAMB FLASHING E ir()!� o> co a� w C� LL z � � z z xw wa_ O NEW WINDOW UNIT Mj EXISTING STYLE BACKER ROD AND SEE MEMBRANE FLASHINC SEAL TO EXISTING WF PREFINISHED METAL,' FLASHING SET IN SEA FLASHING DRIP EDGE EXISTING BRICK SILL (VERIFY EXITING CONDITIONS, REPLAC IF NECESSARY TO MA EXISTING) NEW BRICK SEALER T HEAD SILL 1 EXISTING WALL E ASSEMBLY TO REMAIN FIBER CEMENT LAP SIDING 5/8" VERTICAL HAT CHANNEL FING WALL MINERAL FIBER RIGID =MAIN INSULATION (R-10) TAPE ALL JOINTS HORIZONTAL Z-GIRTS STARTER STRIP INSECT SCREEN INDICATE 1/4" MIN. CLEAR FOR DRAINAGE 24 GA PRE -FINISHED METAL HEAD FLASHING W/ END DAMS & HEMMED EDGE, FINISH TO MATCH SIDING - 2 LAYERS OF FIBER CEMENT TRIM MADE FROM SIDING PANEL (SEE ELEVATIONS FOR FINISHES) WEATHER RESISTANT BARRIER; LAP I, OVER HEAD FLASHING & SEAL WITH NON -SKINNING BUTYL SEALANT I _ COR-A-VENT EXTERIOR WINDOW HEAD AND SILL (BRICK) 3" = 1'-0" d " WINDOW JAMB BRICK MOULDII` BY WINDOW MF METAL JAMB FL SET IN SEALAN' MEMBRANE FLF SEAL TO EXISTI WRB, WRAP INT EXISTING OPEN EDGE OF META SILL FLASHING BELOW EXISTING BRICF MASONRY TO R EXTERIOR WINDOW JAMB (BRIC INSECT SCREEN 24 GA PRE -FINISHED METAL HEAD FLASHING W/ END DAMS, SECURE THROUGH BUTYL SEALANT(SLOPE TO DRAIN), FINISH TO MATCH WINDOW FRAME JOINT FILLER AND SEALANT Il�q►�►DIIIGI�11►D�Illlll CONTINUOUS SEALAN (AIR CONTROL LAYER) BACKER ROD AND SEE METAL SILL FLASHING MEMBRANE FLASHING WRAP OVER WRB 2 LAYERS OF FIBER Cl TRIM MADE FROM SIDI (SEE ELEVATIONS FOF MINERAL FIBER RIGID INSULATION (R-10) 1" VERTICAL HAT CHAI VENTED AIR SPACE WEATHER -RESISTANT BARRIER (WRB) FIBER CEMENT LAP SI v M SILL LOW EXPANSION FOAM SEALANT AT INTERIOR PERIMETER BETWEEN WINDOW AND ROUGH OPENING FRAMING (AIR CONTROL LAYER) WINDOW FLASHING, SEAL TO FRAMING @ BOTH ENDS WINDOW HEAD EXTERIOR WINDOW HEAD AND SILL (SIDING. 3" = 1'-0" T EXISTING WALL TO REMAIN WINDOW SILL BELOW WINDOW JAMB BACKER ROD AND SEALANT METAL JAMB FLASHING BACKER ROD AND SEALANT MEMBRANE FLASHING WRAP OVER FLASHING LEG FIRE -RETARDANT WOOD BLOCKING AT ALL EXTERIOR LOCATIONS. 2 LAYERS OF FIBER CEMENT TRIM MADE FROM SIDING PANEL (SEE ELEVATIONS FOR FINISHES) SEALANT 1" VERTICAL HAT CHANNEL / VENTED AIR SPACE WEATHER -RESISTANT BARRIER (WRB) MINERAL FIBER RIGID ti ` INSULATION (R-10) FIBER CEMENT LAP SIDING EXISTING WALL TO REMAIN CONTINUOUS SEALANT (AIR CONTROL LAYER) JAMB EXTERIOR WINDOW JAMB (SIDING ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT DEAN E. KEL STATE OF WASHI C' Z J J III _I J Cn >- w o 00 Q = Z Lu U W � m � W Q fy C/) w / O < ct) 0 _ 0 0 No p O n w O 13. PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE 1 PERMIT COMMENTS 1/20/23 EXTERIOR WINDOW AND DOOR DETAILS SHEET # A50mO2 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 25" LINO 14" UNO ` EXISTING CEILING FRENCH CLEAT 7-7 PROVIDE BLOCKING FOR-� UPPER CABINET INSTALLATION LJ ° o ADJ SHELF o U) CABINET MATERIAL OF EXPOSED SURFACES PER INTERIOR ELEVATION ,>11 w 0 o 1/4" MELAMINE BACK o o ADJ SHELF oLu Of 3/4" MELAMINE SHELF o cr z ° 0 0 CABINET (BOX) CONSTRUCTED FROM Lu ui 3/4" SUBSTRATE, MELAMINE FACED AT U) r7 I I o INTERIOR I I I I L UPPER CABINET 1 " = V-0" 14" LINO FRENCH CLEAT PROVIDE BLOCKING FOR-1 UPPER L-1 o ADJ SHELF CABINET INSTALLATION 1/4" BACK ADJ SHELF o Ir, I I -I I I LJ o- Z r7 I I I _I i I I I u z 0 w J W 0 Of w z_ w w W r7 ru 2" MAX BACKSPLASH WHERE OCCURS PER INTERIOR ELEVATION COUNTERTOP MATERIAL PER INTERIOR ELEVATION CABINET MATERIAL OF `o EXPOSED SURFACES PER INTERIOR ELEVATION 0 w MARINE GRADE PLYWOOD TOE BOX, TYP wc� BASE PER FINISH SCHEDULE 3" BASE CABINET 4-DRAWER 1" = V-0" I I I I I I u z 0 Q > w J W af 0 o= w E- z w W cn r 7 LJ SEE ENLARGED PLAN MAXuj a w COUNTERTOP MATERIAL PER INTERIOR ELEVATION CABINET MATERIAL OF EXPOSED SURFACES PER INTERIOR ELEVATION MARINE GRADE PLYWOOD TOE BOX, TYP BASE PER FINISH SCHEDULE BASE CABINET 2-DRAWER 25" UNO F-1 I I _I I LJ z 2" MAX o J ° w° — Cfl o ° ADJUSTABLE SHELF ° a' w EXISTING WALLS: z o 0 SECURE CABINETS TO ° iw STUDS WITH U) F-1 o 0 APPROPRIATE 71 FASTENERS LJ NEW WALLS: PROVIDE BLOCKING TO SECURE CABINETS 3" BASE CABINET 1-DRAWER I LOCATION OF EXISTING 1" SEE PLAN CUBICLE WALL COUNTERTOP MATERIAL PER INTERIOR ELEVATION r I I I _ z CABINET MATERIAL OF o EXPOSED SURFACES PER w INTERIOR ELEVATION J W 0 w PONY WALL SUPPORT PER PLAN z w MARINE GRADE PLYWOOD TOE W BOX, TYP I I I BASE PER FINISH SCHEDULE z 0 a > w J W Of 0 Of w l z w W w I I L3' BASE CABINET 3-DRAWER @ ISLAND 1" = V-0" LOCATION OF EXISTING CUBICLE WALL SEE PLAN COUNTERTOP MATERIAL PER INTERIOR ELEVATION MAX ° ADJUSTABLE SHELF CABINET MATERIAL OF EXPOSED SURFACES PER INTERIOR ELEVATION PONY WALL SUPPORT PER PLAN 3/4" MELAMINE SHELF, COLOR: WHITE 1/4" MELAMINE BACK MARINE GRADE PLYWOOD TOE BOX, TYP BASE PER FINISH SCHEDULE i � - I I � L3' BASE CABINET 1-DRAWER @ ISLAND BACKSPLASH WHERE OCCURS SEE PLANS PER INTERIOR ELEVATION 2 1/2"D GROMMET COUNTERTOP MATERIAL PER I COUNTERTOP MATERIAL PER INTERIOR ELEVATION INTERIOR ELEVATION t 1" 3" CABINET MATERIAL OF EXPOSED SURFACES PER zo DRAWERS BEYOND; FINISH ALL INTERIOR ELEVATION Q SIDES EXPOSED TO VIEW WITH > MATERIAL INDICATED ON FACE 1/4" MELAMINE BACK w OF CASEWORK PER INTERIOR cc ELEVATION 3/4" MELAMINE SHELF, COLOR: WHITE z MARINE GRADE PLYWOOD TOE w BOX, TYP cf) BASE PER FINISH SCHEDULE BASE PER FINISH SCHEDULE 25" UNO BACKSPLASH WHERE OCCURS PER INTERIOR ELEVATION COUNTERTOP MATERIAL PER EXISTING CEILING o INTERIOR ELEVATION WORK SURFACE COUNTER @ISLAND -1I o- ? v I z I L-J CABINET MATERIAL OF U) g EXPOSED SURFACES PER CABINET MATERIAL OF EXPOSED o w INTERIOR ELEVATION SURFACES PER INTERIOR ELEVATION w o o zo Ji w o ADJUSTABLE SHELF w w _o Lu z 1/4" BACK w z w w ° of o CABINET (BOX) CONSTRUCTED FROM MARNE GRADE PLYWOOD TOE w 3/4" SUBSTRATE I I ° ° BOXI TYP Z -1i Lu BASE PER FINISH SCHEDULE UJI I I LJ UPPER CABINET OPEN SHELVES 3" BASE CABINET OPEN SHELVES 25" UNO BACKSPLASH WHERE OCCURS PER INTERIOR ELEVATION GROMMET LOCATIONS PER ENLARGED FLOOR PLANS COUNTERTOP MATERIAL PER INTERIOR ELEVATION BASE PER FINISH SCHEDULE WORK SURFACE COUNTER FF&E SCHEDULE FURN # QTY DESCRIPTION PROVIDED BY NOTES C-1 14 TASK CHAIR OFOI CASE-1 2 FIREARMS CASE OFOI EXISTING EQUIPMENT CASE-2 3 LESS -LETHAL TOOLS CASE OFOI POTENTIAL FUTURE EQUIPMENT COMP 10 WORKSTATIONS OFOI COPY 2 PRINT/COPY MACHINE OFOI EXISTING CRIED 1 CREDENZA OFOI D-1 2 SIT/STAND DESK - L SHAPE OFOI INCLUDES PERSONAL STORAGE ACCESSORIES D-2 4 SIT/STAND DESK OFOI INCLUDES PERSONAL STORAGE ACCESSORIES D-3 1 SIT/STAND DESK OFOI INCLUDES PERSONAL STORAGE ACCESSORIES D4 3 SIT/STAND DESK OFOI INCLUDES PERSONAL STORAGE ACCESSORIES D-5 4 SIT/STAND DESK OFOI INCLUDES PERSONAL STORAGE ACCESSORIES DIVA 1 DIVIDER PARTITION OFOI FREE STANDING DIV-2 1 DIVIDER PARTITION OFOI SYSTEM SUPPORTED DIVIDER E-DIV 1 EXISTING DIVIDER PARTITION OFOI EXISTING FC-1 4 FILE CABINET OFOI EXISTING LD-1 1 LITERATURE DISPLAY CFCI SEE SPEC MAIL 1 MAIL INBOX OFOI POST 1 POSTAGE MACHINE OFOI EXISTING EQUIPMENT PRINT 1 TABLE TOP PRINTER OFOI EXISTING EQUIPMENT SHIELD 2 BALLISTIC SHIELD OFOI EXISTING EQUIPMENT ST-1 2 STOOL ADA HEIGHT OFOI ST-2 2 STOOL COUNTER HEIGHT OFOI ST-3 1 STOOL BAR HEIGHT OFOI STOR 4 FILE STORAGE OFOI T-1 1 TABLE ROUND OFOI TV-1 3 WALL MOUNTED MONITOR OFOI WM-CMP 1 WATER METER COMPUTER OFOI FINISH LEGEND TAG MATERIAL ACT-1 ACOUSTIC CEILING TILE CPT-1 CARPET, MODULAR CPT-2 WALK OFF MAT CG-1 STAINLESS STEEL EXIST EXISTING MATERIAL FILM-1 DECORATIVE FILM P-1 INTERIOR PAINT P-2 INTERIOR PAINT P-3 INTERIOR PAINT P-4 INTERIOR PAINT PLAM-1 HIGH PRESSURE LAMINATE RES-1 RUBBER BASE RES-2 LINOLEUM SHEET FLOORING QTZ-1 QUARTZ COUNTERTOP WC-1 TACKABLE WALLCOVERING WC-2 RIGID WALL PROTECTION WD-1 WOOD MOULDING - MATCH EXISTING HEIGHT AND PROFILE WD-2 WOOD BASE - MATCH EXISTING HEIGHT AND PROFILE CASEWORK GENERAL NOTES 1. SEE INTERIOR ELEVATIONS FOR COUNTERTOP AND CABINET MATERIAL FINISHES. 2. SEE INTERIOR ELEVATIONS FOR DOOR AND/OR DRAWER LOCK LOCATIONS. 3. BACKSPLASH MATERIAL TO MATCH COUNTERTOP MATERIAL UNO. 4. INSTALL FLOORING BEFORE CASEWORK. 5. SCRIBE COUNTERTOPS AND CABINETS TO WALL SURFACES. 6. PROVIDE MARINE GRADE PLYWOOD TOE BOX UNO. 7. PROVIDE 120° CONCEALED HINGES AT DOORS UNO. 8. PROVIDE FULL EXTENSION GLIDES AT DRAWERS UNO. 9. PROVIDE TAB DRAWER PULLS AT DOORS AND DRAWERS UNO. 10. PROVIDE IN -WALL BLOCKING BEHIND CABINETS. 11. PROVIDE IN -WALL BLOCKING BEHIND WALL MOUNTED MONITOR OR DIGITAL SIGNAGE. 12. PROVIDE CONCEALED COUNTERTOP SUPPORT BRACKETS UNO. NOTES: • FULLY WELD BRACE ASSEMBLY, GRIND WELDS SMOOTH Ova • PROVIDE BRACE SO NO COUNTER U) SPAN IS GREATER THAN T-6" gs� w 0 z 0 0 a w o TUBE STEEL BRACE, PAINT TO o MATCH WALL COLOR Q ANGLE FRONT EDGE X I I HOLES FOR FASTENERS AT CONCEALED CONDITIONS, TYP HOLES FOR FASTENERS AT SURFACE MOUNT CONDITIONS, TYP BEVEL BOTTOM EDGE COUNTERTOP SUPPORT RICEfBYgZISMILLER ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT DEAN E. KE?GTOI STATE OF WASH t' Z J J _1 J �- w o 00 Q Z w m < W Q ry C/) W / O Q CO_ O 2 0 DC U I o 0 No ry p O O PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE FF&E SCHEDULE, FINISH LEGEND, CASEWORK DETAILS SHEET # A70mOl 1" = V-0" 1" = 1'-0" 1" = 1'-0" NITS FRAME TYPES 01 NEW CUT — OPENING FOR VISION PANEL EXISTING DOOR LEAF FIN FLOOR DOOR TYPES INTERIOR DOOR & FRAME TYPES SEE FRAME TYPES fi z J d ry w d J J Q HM DOOR JAMB WALL PER PLAN U) w a w w w w U) HM DOOR HEAD 3" = 1'-0" I:I0_1U]gC7 TYP 6" 4 6" / Lo N i v co Cl D1 SINGLE HALF VISION SINGLE NARROW VISION JLE I IVLLVVV IVIL Ir%L I I\r%IVIL ADJACENT WALL WHERE OCCURS HOLLOW METAL FRAME DOOR PER DOOR SCHEDULE FRAME BEYOND HEAD FRAMING PER STRUCTURAL 4/S50.00 STEEL GLASS CHANNEL FASTENED TO HEAD STEEL GLASS CHANNEL FASTENED TO WOOD SIL PONY WALL SUPPORT @ 8'-0" O.C. MAX LEVELd - 14'-41I I SUSPENDED WALL TO SUPPORT GLASS TOP EDGE. REFER TO DETAIL 4/S50.00 MATCH WALL FRAMING BELOW EXTEND GWB MIN 6" ABOVE CEILING EXISTING CEILING TILES AND SUPPORT ELEMENTS NEW CEILING TILES WHERE WALL INTERSECTS. MATCH ADJACENT CEILING TILES CORNER BEAD ON ALL OUTSIDE CORNERS GLASS PARTITION SOLID WOOD SILL. STAINED TO MATCH EXISTING DOOR STAIN. EASE ALL CORNERS J BEAD ON TOP OF GWB PONY WALL BASE PER PLAN I � I ' ' LEVEL 0" PONY WALL DETAIL SECTION 1 1 /2" = V-0" ° a EXISTING 6X6 TUBE STEEL COLUMN d 1 NEW PONY WALL FRAMING TO ALIGN WITH STEEL TUBE COLUMN. _p _ — LEVEL 3 EXISTING FLOOR STRUCTURE RIGID BRACE AT MAX 8' ON CENTER NEW WALL PER PLAN REINSTALLED ACT, CUT TO FIT WALL LOCATION; SEE RCP NEW PERIMETER TRIM ALONG NEW WALL TO MATCH EXISTING ACT TRIM NEW WALL AT EXISTING ACT CEILING- 1" = V-0" GLASS PARTITION ABOVE PONY WALL. PONY WALL END CAP 1 1 /2" = V-0" NOTE: ALL CUT EDGES GROUND SMOOTH 1/4" RADIUS AT CORNERS, TYP CLEAR CAULKINC AT GLASS / COUNTER JOINT COUNTER HEIGH VARIES, SEE INTI ELEVATIONS PONY WALL SUPPORT POST BOLTED TO FLOOR. WALL PROTECTION PANEL; ALL SIDES OF NEW WALL SURFACE. CG-1 METAL CORNER GUARD AT WALL PROTECTION PANELS; EXTEND TO TOP OF PONY WALL. SAFETY GLAZING CUT OPENINGS IN GLAZING - EASE EDGES, TYP STEEL GLASS CHANNEL, TYP TRANSACTION WINDOW OPENINGS aa4 aj NEW WOOD BASE; MATCH HEIGHT AND PROFILE OF EXISTING TERRAZZO BASE; PAINT P-3 EXISTING TERRAZZO BASE WALL PER FLOOR PLAN z w Q 0 u- 0 (D w U Q WALL PER FLOOR PLAN WD-2 BASE PAINTED; MATCH HEIGHT AND PROFILE OF EXISTING TERRAZZO BASE FINISH FLOOR TOP OF FLOOR STRUCTURE WOOD BASE - SECTION DETAIL 6" = V-0" WALL PER FLOOR PLAN RES-1 RUBBER BASE WITH TOE FINISH FLOOR TOP OF FLOOR STRUCTURE RESILIENT BASE - SECTION DETAIL CARPET TO RESILIENT CARPET PER FINISH SCHEDULE RUBBER TRANSITION STRIP BASIS OF DESIGN: JOHNSONITE WHEELED TRAFFIC TRANSITION RESILIENT FLOORING PER FINISH SCHEDULE TOP OF FLOOR STRUCTURE CARPET PER FINISH SCHEDULE RUBBER TRANSITION HALF THRESHOLD BASIS OF DESIGN: ROPPE #32 HALF THRESHOLD EXISTING TERRAZZO TOP OF FLOOR STRUC RIC�'eYgZISMILLER ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600I REGISTERED ARCHITECT_ DEAN E. KEL STATE OF WASHI J J m J w 00 Q z Z Lu U w W Q ry C/) w / 0 = C 0� _ V W U � o Y� ~ ONO _- O 0 n 0 PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE 1 PERMIT COMMENTS 1/20/23 INTERIOR DOOR & FRAME TYPES, INTERIOR DETAILS PONY WALL FRAMING WOOD BASE - PLAN DETAIL CARPET TO TERRAllO SHEET # A70mO2 EXISTING CEILING TILES AND SUPPORT ELEMENTS NEW ACT TO MATCH ADJACENT CEILING WHERE EXISTING SOFFIT IS DEMOLISHED; EXTEND EXISTING CEILING FRAMING AND USE WHOLE TILES WHERE REQUIRED. WALL BEYOND EXISTING GWB TO REMAIN. NEW GWB TO MATCH ADJACENT CEILING WHERE EXISTING SOFFIT IS DEMOLISHED HEAD FRAMING PER STRUCTURAL 4/S50.00 CORNER BEAD ON ALL OUTSIDE CORNERS STEEL GLASS CHANNEL FASTENED TO HEAD TYPICAL CHANNEL HEAD @COUNTER 3" = V-0" HOLD QUARTZ COUNTERTOP FROM WALL; 10 PAINT GAP BLACK AND FILL A70.03 WITH CLEAR CAULKING TYP _ I � z Oui = ' m NEW WALL FRAMING 10 PER STRUCTURAL A70.03:f DETAIL 1/S50.00 SIM I ' I I I I ALIGN START OF CORNER BEAD ON ALL CABINET WITH NEW OUTSIDE CORNERS WALL STEEL GLASS CHANNEL FASTENED TO STUD AND I � j COUNTER SUBSTRATE I LLI 14 I ; I EXISTING WALL BELOW A70.03 I I i QUARTZ COUNTERTOP; zo ALIGN NEW WALL STUDS TO EXISTING WALL STUDS w o I ► QUARTZ COUNTERTOP IA vI OPENING IN GLASS I I I I I PARTITION FOR PASS- THROUGH;COUNTER MATERIAL TO EXTEND CONTINUOUSLY THROUGH PASS -THROUGH OPENING TYPICAL CHANNEL JAMB @COUNTER STAFF SIDE INSTALL FRAME N TRACK ACCORDIN MFR INSTRUCTIOP FIXED GLASS PAN SLIDING GLASS P/ NEW ACT TO MATCH ADJACENT JBLIC SIDE CEILING WHERE EXISTING ROLLING FIRE DOOR IS DEMOLISHED; EXTEND EXISTING CEILING FRAMING AND USE KISTING HEADER WHOLE TILES WHERE REQUIRED. J REMAIN. EXISTING ACT CEILING TO REMAIN. EW GWB EXISTING OVERHEAD ROLL -UP ALL BEYOND COUNTER DOOR TO BE REMOVED. SLIDING TRANSACTION WINDOW HEAD 6" = V-0" STAFF SIDE FIXED GLASS PANEL SLIDING GLASS PANEL INSTALL FRAME AND TRACK ACCORDING TO MFR INSTRUCTIONS PUBLIC SIDE - WALL BEYOND COUNTERTOP I I I I SILL HEIGHT TO BE ADJUSTED TO MATCH COUNTER HEIGHT AS - I SHOW IN ELEVATIONS. SLIDING TRANSACTION WINDOW SILL EXISTING WALL ► NEW WALL GLASS PARTITION IN WALL BEYOND GLASS CHANNEL GLASS PARTITION STEEL GLASS CHANNEL FASTENED TO PLYWOOD HOLD QUARTZ COUNTERTOP QUARTZ COUNTERTOP SUBSTRATE AT COUNTER MATERIAL OFF OF ADJACENT 1/4" AND SUBSTRATE QUARTZ COUNTERTOP WALL AND PAINT EXPOSED\\ f EDGES BLACK; FILL GAP WITH CLEAR CAULKING, TYP 0 w z z Q w m O C w 0 a w C7 z x w w > z O > w w O 0-1 z w w U) � I I III II II II II II II II 15 III II II II II II II II II II II II II II II I II V-5" IIII I 1' 1" CLEAR MIN. AIAm I I I I I I I I I - I I I I EXISTING GWB TO REMAIN EXISTING WALL NEW GLASS PARTITION TRANSACTION WINDOW IN EXISTING OPENING WALL BEYOND COUNTERTOP MATERIAL PER INTERIOR ELEVATION IN -WALL COUNTERTOP SUPPORT @ 48" O.C. MAX. REMOVE EXISTING GWB TO PERMIT INSTALLATION OF BRACKETS. EXISTING WALL BASE PER II BASE PER FINISH PLAN JI FINISH PLAN STAFF SIDE PUBLIC SIDE L3 COURT OFFICE - STANDING COUNTER 1" = 1'-0" EXISTING ACT CEILING TO REMAIN. -------- NEW ACT TO MATCH ADJACENT CEILING WHERE EXISTING SOFFIT IS DEMOLISHED; EXTEND - EXISTING EXISTING CEILING j FRAMING AND USE WHOLE TILES I / WHERE REQUIRED. ___ EXISTING SOFFIT FRAMING AND OVERHEAD ROLL -UP COUNTER DOOR TO BE REMOVED. z _ ___ _ __ BASE CABINET INTERIOR BASE CABINET PER — Q INTERIOR ELEVATIONS w J w I I � O I I of w z TYPICAL CHANNEL SILL @ COUNTER COUNTER REVEAL DETAIL w w 3" = V-0" 10 0 3" = V-0" PUBLIC SIDE EXISTING OPENING - VIF NEW GV\ EXISTIN( F SLIDING TRANSACTION WINDOW - PLAN DETAIL iB 3 WALL LOCKING CASH DRAWER CABINET MATERIAL OF EXPOSED zo SURFACES PER INTERIOR w ELEVATION Lu of w z w w - ' EXISTING GWB TO REMAIN I NEW GWB TO MATCH ADJACENT CEILING WHERE EXISTING SOFFIT IS DEMOLISHED NEW WALL. REFER TO - J STRUCTURAL FOR STUD SIZES --------�-- �- AND CONNECTION TO DECK ABOVE. PATCH WALL WHERE EXISTING 16 OVERHEAD ROLL -UP COUNTER A70.03 DOOR AND SLIDING WINDOWS ARE TO BE REMOVED. II � II II 15 NEW WALL BEYOND A70.03 l NEW GLASS PARTITION II II I II II EI 0 I i I SPEAKER PORT I II WINDOW OPENING I II II II II II II II II 1'-6" CLEAR 1'-0" CLEAR A70.03 I 1 PASS-THRU WINDOW OPENING I $„ LOCATION OF DEMOLISHED EXISTING COUNTER, PLASTIC MAX 2" J LAMINATE AND PARTICLE BOARD TRIM; PATCH, REPAIR AND PAINT EXISTING WALL LINE OF NEW WALL ADJUSTABLE SHELFII o FRAMING BEYOND BASE CABINETS 1/4" BACK o MARINE GRADE �I PLYWOOD TOE - EXISTING WALL AND BOX,TYP TERRAZZO BASE BASE PER FINISH PLAN STAFF SIDE PUBLIC SIDE L2 FRONT OFFICE - STANDING COUNTER z O > w J w rvl o' w z w w z O > w 12 A70.03 l I I 1 0 z 15 z A70.03 lE w m O O w 0 Q w 2 0 z x 1, 5„ w IF EXISTING WALL NEW SLIDING GLASS TRANSACTION WINDOW IN EXISTING OPENING WALL BEYOND A70.03 COUNTERTOP MATERIAL PER I I INTERIOR ELEVATION l _L I IN -WALL COUNTERTOP SUPPORT @48" O.C. MAX. z O 1" I > NEW GWB BOTH SIDES TO Lu MATCH ADJACENT FINISHES. w o I REMOVE SILL AND EXISTING a� �� STUDS BELOW ROUGH OPENING. z INSTALL NEW SILL AND STUDS TO u, MATCH HEIGHT REQUIRED FOR co COUNTER. MATCH ADJACENT STUD DIMENSIONS AND SPACING. BASE PER —' BASE PER FINISH PLAN FINISH PLAN STAFF SIDE PUBLIC SIDE L3 COURT OFFICE - ADA COUNTER 1" = 1'-0" EXISTING ACT CEILING TO REMAIN i I I I I I A70.03 i 15 A70.03 V-6" CLEAR V-0" CLEAR A70.03 I � —I EXISTING GWB CEILING TO REMAIN NEW GWB TO MATCH ADJACENT CEILING WHERE EXISTING SOFFIT IS DEMOLISHED NEW WALL NEW GLASS PARTITION WALL BEYOND SPEAK ASSIST WINDOW OPENING STANDING HEIGHT COUNTER BEYOND; WATERFALL COUNTERTOP PASS-THRU WINDOW OPENING IN -WALL COUNTERTOP SUPPORT , SIDE OF CABINET NEW METAL FRAMED WALL o BEYOND; FINISHES OF r ALIGNS WITH EXISTING w ALL EXPOSED WALL AT STANDING E- SURFACES PER HEIGHT COUNTER w INTERIOR ELEVATION Lu _ - EXISTING WING WALL AND TERRAZZO BASE BASE PER FINISH PLAN NEW WD-2 BASE PAINTED P-3; RE INTERIOR ELEVATION STAFF SIDE PUBLIC SIDE L2 FRONT OFFICE -ADA COUNTER -_ER RIC�'eYgZISMILLER ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHIT CT ID STATEOF WASHI GTOI Z — J J m J w o � Q = Z Lu U W m W Q Il w / O CU O _ O Y� ~ Q m O _o No p 0 n O PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE 1 PERMIT COMMENTS 1/20/23 INTERIOR DETAILS SHEET # 1 " = V-0" A70.03 RICEf2YgZISMILLER OPEN OFFICE 312 �O D5 C-1 OFFICE 313 C-1 c D-5 COURTROOM 316 i LEVEL 3 -FURNITURE PLAN (FOR REFERENCE ONLY) 1 /8" = 1'-01, T2 3 I I I I I I I OFFICE OFFICE 201 202 A.7 — — ii — H r�l — — — — OFFICE 207 OFFICE I 2os D — - iF_ D.3 — OFFICE 209 OFFICE (OFFICE J 204 205 CIRC. 203 I I❑ - OFFICE 210 I W i D-4 7-- LLWAY 217 ST 3 FRONT \ OFFICE ST-1 goo/ 218 ❑ E LEVEL 2 -FURNITURE PLAN (FOR REFERENCE ONL NOTES & LEGEND - FF&E PLAN 1. OWNER TO FURNISH AND INSTALL FURNITURE AND/OR EQUIPMENT UNO., NIC. 2. FURNITURE AND EQUIPMENT LOCATED FOR REFERENCE ONLY - FURNITURE VENDER TO PRODUCE FURNITURE PLANS AND SPECIFICATIONS FOR OWNER, NIC. FF&E SCHEDULE FURN # QTY DESCRIPTION FPROVIDED BY NOTES C-1 14 TASK CHAIR OFOI CASE-1 2 FIREARMS CASE OFOI EXISTING EQUIPMENT CASE-2 3 LESS -LETHAL TOOLS CASE OFOI POTENTIAL FUTURE EQUIPMENT COMP 10 WORKSTATIONS OFOI COPY 2 PRINT/COPY MACHINE OFOI EXISTING CRED 1 CREDENZA OFOI D-1 2 SIT/STAND DESK - L SHAPE OFOI INCLUDES PERSONAL STORAGE ACCESSORIES D-2 4 SIT/STAND DESK OFOI INCLUDES PERSONAL STORAGE ACCESSORIES D-3 1 SIT/STAND DESK OFOI INCLUDES PERSONAL STORAGE ACCESSORIES D-4 3 SIT/STAND DESK OFOI INCLUDES PERSONAL STORAGE ACCESSORIES D-5 4 SIT/STAND DESK OFOI INCLUDES PERSONAL STORAGE ACCESSORIES DIV-1 1 DIVIDER PARTITION OFOI FREE STANDING DIV-2 1 DIVIDER PARTITION OFOI SYSTEM SUPPORTED DIVIDER E-DIV 1 EXISTING DIVIDER PARTITION OFOI EXISTING FC-1 4 FILE CABINET OFOI EXISTING LD-1 1 LITERATURE DISPLAY CFCI SEE SPEC MAIL 1 MAIL INBOX OFOI POST 1 POSTAGE MACHINE OFOI EXISTING EQUIPMENT PRINT 1 TABLE TOP PRINTER OFOI EXISTING EQUIPMENT SHIELD 2 BALLISTIC SHIELD OFOI EXISTING EQUIPMENT ST-1 2 STOOL ADA HEIGHT OFOI ST-2 2 STOOL COUNTER HEIGHT OFOI ST-3 1 STOOL BAR HEIGHT OFOI STOR 4 FILE STORAGE OFOI T-1 1 TABLE ROUND OFOI TV-1 3 WALL MOUNTED MONITOR OFOI WM-CMP 1 WATER METER COMPUTER OFOI 24 25 ❑/ 8 11 \ ICI \\\ \\ ❑ X .I WORKROOM C I' 128 HALLWAY Cl 144A D-3 C-1 D-1 DIV-1 DETECTIVES Lc �r ❑ ❑ CHIEF ASSISTANT D-2 I 138 � _ ji,I. I I_ 7 8 LEVEL 1 - FURNITURE PLAN (FOR REFERENCE ONLY OFFICE 135 ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 20104600 REGISTERED ARCHITECT ,-` DEAN E. KEL STATE OF WASHI Z J J m Q J I-- w 00 = Z uj U w m � W 0 ()roo U) U� V O Q = 0— o0 2 0 DC U C o DC Q O N p O O PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE FURNITURE AND EQUIPMENT PLAN (FOR REFERENCE ONLY) SHEET # A8OmOl 1 /8" = V-0" 1 /8" = 1'-0" STRUCTURAL STEEL & MISC METALS a. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE BUILDING CODE, AISC STANDARDS, AND THE PROJECT SPECIFICATIONS. b. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING UNLESS NOTED OTHERWISE IN THESE DRAWINGS: A. PLATES AND BARS ASTM A36, fY 36ksi B. ROLLED SHAPES: a. WIDE FLANGE &TEES ASTM A992, fY 50ksi b. CHANNELS & ANGLES ASTM A36, fY 36ksi c. RECTSTRUCTURAL TUBE (HSS) ASTM A500-B,fY 46ksi d. ROUND STUCTU PAL TU B E (HSS) ASTM A500-B, fY 42ksi e. STANDARD (SCHEDULE 40) PIPE ASTM A53-B, fY 35ksi C. FASTENERS AND CONNECTORS: a. ANCHOR RODS IN CONCRETE OR MASONRY F1554 GRADE 36 b. CONNECTION BOLTS A325-N-STD c. WELDING RODS E70XX d. WELDED HEADED STUDS ASTM A-108, fU=60ksi c. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO THE START OF FABRICATION. d. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS REQUIREMENTS. ALL WELDS SHALL BE PREQUALIFIED IN ACCORDANCE WITH AWS AND AISC STANDARDS. e. ALL WELDS SHALL BE PERFORMED BY WELDERS CERTIFIED IN THE JURISDICTION HAVING AUTHORITY OVER THIS PORTION OFTHE WORK. f. WELD LENGTHS CALLED FOR ON THE PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WELD SIZE SHALL BE AISC MINIMUM, UON. g. BEAMS AND GIRDERS SHALL NOT SUPPORT PIPING LARGER THAN 4" DIAMETER WITHOUT THE REVIEW OF THE STRUCTURAL ENGINEER OF RECORD. h. TENSION CONTROL BOLTS MAYBE SUBSTITUTED FOR THE BOLTS SPECIFIED IN THESE PLANS ATTHE DISCRETION OF THE CONTRACTOR. ASTM F1852 TC BOLTS MAY BE SUBSTITUTED FOR ASTM A325 BOLTS AND ASTM F2280 TC BOLTS MAY BE SUBSTITUTED FOR ASTM A490. i. A449, A193 GRADE B7, OR F1554 GRADE 105 THREADED ROD SHALL BE USED WHERE THRU BOLT LENGTH DOES NOT ALLOW FOR STANDARD A325 BOLTS. PROVIDE ASTM A563 NUTS WITH MATCHED WASHERS AT BOTH ENDS. j. USE DOUBLE NUTS OR SINGLE NUTAND PEENED THREADS AT BOLTED CONNECTIONS WITH LONG SLOT HOLES. COLD FORMED (LIGHT -GAUGE) STEEL 1. THE DESIGN AND INSTALLATION OF COLD FORMED STEEL SHALL CONFORM TO THE REQUIREMENTS OF THE BUILDING CODE AND AISI STANDARDS. 2. COLD FORMED STEEL ELEMENTS SHALL CONFORM TO ASTM A653SS OR A1003-H AND HAVE THE FOLLOWING MINIMUM THICKNESSES AND YIELD STRENGTHS: A. 33M I L / 20GA: 0.0329", fY 33ksi B. 43M I L / 18GA: 0.0428", fX 33ksi C. 54M I L / 16GA: 0.0538", fY 50ksi D. 68 M I L / 14GA: 0.0677", fY 50 ks i E. 97 M I L / 12GA: 0.0966", fY 50 ks i F. 118MIL/IOGA: 0.1180", fY 5Oksi 3. STUDS, JOISTS, TRACK, BRIDGING, END CLOSURES AND ACCESSORIES SHALL HAVE A PROTECTIVE COATING MEETING LEVEL CP60 AS SPECIFIED IN AISI S200/S240 AND ASTM C955. FRAMING IN CORROSIVE ENVIRONMENTS OR PERMANENTLY EXPOSED TO THE WEATHER SHALL BE GALVANIZED TO G90 MINIMUM. 4. STEEL STUDS AND JOISTS SHALL BE "C" SHAPED WITH STIFFENED FLANGES, OF THE SIZE, GAUGE AND PROPERTIES SHOWN ON THE STRUCTURAL DRAWINGS, OR AS DESIGNATED WITH STEEL FRAMING INDUSTRY ASSOCIATION (SFIA) NOMENCLATURE AAAA B CCC - DID WHERE: A. AAAA: SECTION DEPTH IN 1/100ths OF AN INCH (E.G. 350=3-1/2"). B. B: INDICATES THE SECTION SHAPE (I.E., S=STUD, T=TRACK, ETC). C. CCC: SECTION WIDTH IN 1/100ths OF AN INCH. D. DID: THICKNESS IN MILS (1/1000ths OF AN INCH). S. TRACK SHALL BE CHANNEL SHAPED, MATCHING STUD AND JOIST GAUGE, UNPUNCHED, WITH MINIMUM FLANGE WIDTH OF11/4" UON. 6. STUD AND JOIST BRIDGING SHALL BE PROVIDED PER THE RECOMMENDATIONS OF THE MANUFACTURER, UON. 7. WELDING, FABRICATION, ATTACHMENTS, ETC., SHALL BE IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS, OR, IF NOT SPECIFIED, WITH THE RECOMMENDATIONS AND SPECIFICATIONS OFTHE MANUFACTURER. 8. WELDING OF COLD FORMED MEMBERS SHALL CONFORM TO AWS D1.3. 9. SCREW CONNECTIONS SHALL BE MADE USING SELF DRILLING/SELF TAPPING SCREWS CONFORMING TO ASTM C1513 AND ASTM A510. USE SCREW SIZE AS SPECIFIED ON THE STRUCTURAL DRAWINGS. SCREWS FASTENING GYPSUM SHEATHING TO COLD FORMED STUDS OR JOISTS SHALL CONFORM TO ASTM C954. 10. ALL STUDS AND STUD GROUPS SHALL BE LATERALLY SUPPORTED TO PREVENT WEAK AXIS BUCKLING BYCONNECTING EACH FLANGETO GYPSUM WALLBOARD PER ASTM C1280. 11. MIN IMU M OF TWO STUDS SHALL BE PROVIDED AT THE EN D OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. 12. SEE ARCHITECTURAL DRAWINGS FOR SIZING AND DETAILING OF INTERIOR, NON - BEARING PARTITION WALLS. 7 N . N M � M N I O N N CO uw H Z_ F' w H Lu Q � I CONCRETE 1. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE BUILDING CODE AND ACI SPECIFICATIONS. 2. CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS IN ADDITION TO THE REQUIREMENTS IN THESE DRAWINGS. WHERE THE SPECIFICATIONS APPEAR TO CONFLICT WITH THE REQUIREMENTS IN THESE DRAWINGS, THE CONTRACTOR SHALL OBTAIN CLARIFICATION FROM THE ARCHITECT/STRUCTURAL ENGINEER BEFORE PROCEEDING WITH WORK. 3. CONCRETE SHALL CONFORM TO THE STRENGTH, WATER -CEMENT RATIO, EXPOSURE CLASS, MAXIMUM UNIT WEIGHT AND CEMENT TYPE SPECIFIED IN THE SCHEDULE BELOW. CONCRETE STRENGTHS SHALL BE VERIFIED BY 28-DAY CYLINDER TESTS. 4. CONTRACTOR MAY USE AN ADMIXTURE SYSTEM TO PRODUCE FLOWABLE CONCRETE. MAXIMUM SLUMP SHALL NOT EXCEED 8 INCHES MEASURED AT THE PUMP. THE WATER/CEMENTIOUS MATERIAL RATIO OF THE APPROVED MIXES SHALL BE MAINTAINED OR LOWERED WHEN FLOWABLE CONCRETE IS USED. A REPRESENTATIVE OFTHE ADMIXTURE SYSTEM SHALL ASSIST IN DETERMINING PROPORTIONS FOR FLOWABLE CONCRETE AND SHALL BE REVIEWED BYTHE STRUCTURAL ENGINEER AND ARCHITECT PRIOR TO EMPLOYING THIS PROCEDURE. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. S. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT PLACED IN CAST -IN -PLACE CONCRETE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: a. ALL SIZES 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: a. #6 TH ROUGH #18 BARS 2" b. #5 BAR, W31 OR D31 WIRE, AND SMALLER 11/2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: a. BEAMS, COLUMNS: 11/2" b. SLABS, WALLS, JOISTS: #14 AND #18 BARS 11/2" c. SLABS, WALLS, JOISTS: #11 BARS AND SMALLER 3/4" 6. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI REQUIREMENTS AND THE CONTRACT DOCUMENTS. HARDENED CONCRETE SHALL BE ROUGHENED TO1/4" AMPLITUDE AND A CONCRETE BONDING AGENT SHALL BE USED AT ALL LOCATIONS WHERE NEW CONCRETE WILL BE PLACED AGAINST HARDENED CONCRETE, UNLESS OTHERWISE NOTED. 7. FORMS FOR CONCRETE SHALL BE LAID OUT AND CONSTRUCTED TO PROVIDE THE SPECIFIED CAMBERS SHOWN ON THE DRAWINGS. DO NOT STRIP FORMS UNTIL CONCRETE HAS REACHED ADEQUATE STRENGTH. 8. PROJECTING CORNERS OF BEAMS, WALLS, COLUMNS, ETC., SHALL BE FORMED WITH A 3/4 INCH CHAMFER, UNLESS OTHERWISE NOTED ON THE ARCHITECTURAL DRAWINGS. 9. SEE ARCHTIECTURAL DRAWINGS FOR FINISH DETAILS AND ALL EXPOSED CONCRETE SURFACES. 10. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALL DOOR AND WINDOW OPENINGS IN CONCRETE WALLS. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF REQUIRED OPENINGS AND PROVIDE SLEEVES FOR REQUIRED OPENINGS IN CONCRETE BEFORE PLACING. REINFORCING SHALL NOT BE CUT. CORING OF CONCRETE IS NOT PERMITTED UNLESS SPECIFICALLY INDICATED IN THE STRUCTURAL DRAWINGS. 11. CONDUIT OR PIPE OUTSIDE DIAMETER SHALL NOT EXCEED ONE THIRD OF THE SLAB THICKNESS AND SHALL BE PLACED BETWEEN THE TOP AND BOTTOM REINFORCING,UN LESS SPECIFICALLY DETAILED OTHERWISE. CONDUITS SHALL BE SPACED SUCH THATTHE CLEAR DISTANCE BETWEEN IS NOT LESS THAN THE LARGER OF THREE TIMES THE LARGER PIPE DIAMETER OR FOUR INCHES. CONCENTRATIONS OF CONDUIT NOTMEETING THESE LIMITATIONS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT. 12. OBSERVEALLACI RECOMMENDATIONS FOR HOTOR COLD WEATHER CONCRETING. CURE SLABS USING AN APPROVED CURING COMPOUND OR WET CURE SYSTEM PERACI RECOMMENDATIONS, WITH SPECIAL CONSIDERATION FOR SLAG AND FLYASH CONCRETE AS APPROPRIATE. 13. TESTING CYLINDERS SHALL BE CASTAND TESTED BY QUALIFIED PERSONNEL IN ACCORDANCE WITH ACI 318, SECTION 26.12. 14. BASE PLATE GROUT SHALL BE NON -SHRINK TYPE CONFORMING TO ASTM C-1107 WITH A MINIMUM COMPRESSIVE STRENGTH AT28 DAYS OF 7000 PSI. CONCRETE REQUIREMENTS SCHEDULE CONCRETE ELEMENT STRENGTH fc (psi) MAX W/C RATIO EXPOSURE CLASS MAX DRY WEIGHT (pcf) CEMENT TYPE WALLS, FTGS 3,000 0.50 Cl, Fl 145 I, 11, or V SLABS ON GRADE 2,500 NOTE A Cl, Fl 145 I, II, or V A. TOTAL WATER IN CONCRETE FOR SLABS ON GRADE SHALL NOT EXCEED 285 LBS PER CUBIC YARD. B. EXPOSURE CLASSES ARE CO, FO, SO, WO UNLESS NOTED OTHERWISE IN THE TABLE ABOVE. C. CONCRETE MIXES SHALL COMPLY WITH ACI 318 SECTION 19.3.3 FOR THE EXPOSURE CLASSES INDICATED THE TABLE ABOVE. FOR CLASSES Fl THROUGH F3, AIR ENTRAINMENT SHALL MEET THE REQUIREMENTS OF ACI-318 TABLE 19.3.3.1. D. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150 OF THE TYPE SPECIFIED IN THE TABLE ABOVE. E. COARSE AND FINE AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C-33. F. AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C-330. G. WATER SHALL BE CLEAR AND SHALL CONFORM TO ASTM C-1602. I. ALL EXTERIOR CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR CONTENT CONFORMING TO ACI 318 TABLE 19.3.3.1. AIR ENTRAINMENT SHALL CONFORM TO ASTM C-260. SPECIAL INSPECTION 1. AN ESTABLISHED AND RECOGNIZED TESTING AND INSPECTION AGENCY, APPROVED BYTHE BUILDING OFFICIAL (HERINAFTER "APPROVED AGENCY"), AND IN CONTRACT DIRECTLY WITH THE OWNER SHALL SPECIAL INSPECTIONS PURSUANTTO THE BUILDING CODE FOR THE FOLLOWING TYPES OF WORK: A. STEEL 1705.2 AND AISC 360 CHAPTER N a. DETAIL VERIFICATION b. WELDING OF STRUCTURAL STEEL c. WELDING OF REINFORCING STEEL d. WELDING OF COLD FORMED STEEL e. WELDING OF STEEL DECKING f. HIGH STRENGTH BOLTING B. CONCRETE 1705.3 a. SPECIFIED fc GREATER THAN 2500 PSI b. PLACING OF REINFORCING STEEL C. SOIL 1705.6 a. EXCAVATION b. SOILCOMPACTION D. PILING, DRIVEN 1705.7 E. PILING, DRILLED; AND CAISSONS 1705.8 F. PILING, HELICAL 1705.9 G. SPECIAL SYSTEMS 1705.1.1 a. EXPANSION/EPDXY ANCHOR BOLTS 2. SPECIAL INSPECTIONS SHALL NOT BE REQUIRED WHEN THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED BYTHE BUILDING OFFICIAL TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. CERTIFICATES OF COMPLIANCE SHALL BE SUBMITTED TO THE BUILDING OFFICIAL FROM THE FABRICATORS OR MANUFACTURERS OF THE FOLLOWING COMPONENTS: A. STRUCTURALSTEEL 3. ALL PREPARED SOIL -BEARING SURFACES SHALL BE INSPECTED BYTHE SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. 4. EPDXY OR EXPANSION TYPE ANCHORS SHALL BE APPROVED BY THE BUILDING OFFICIAL FOR THEIR USE AND SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AND ICC PRODUCT APPROVALCONDITIONS. 5. NONDESTRUCTIVE INSPECTION OF ALL WELDS, SHOP AND FIELD, OF MOMENT - RESISTING FRAMES SHALL BE PROVIDED IN ACCORDANCE WITH THE GOVERNING CODE. 6. SUMMARY REPORTS OF ALL INSPECTIONS AND TEST RESULTS SHALL BE DISTRIBUTED TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL WITH DEFICIENCIES CLEARLY NOTED. 7. DEFICIENCIES SHALL BE REPORTED TO THE CONTRACTOR ON A DAILY BASIS. REINFORCING STEEL 1. REINFORCING STEEL SHALL BE DETAILED, INCLUDING HOOKS AND BENDS, AND PLACED IN ACCORDANCE WITH ACI 315 AND ACI 318. 2. REINFORCING STEEL SHALL CONFORM TO ASTM A-615 OR A-706, GRADE 60. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. L�_\��.7�I�I�i]:ZyI�NI:?I_\e7:3��1��:1_\��:1�•u1_\�]�K�l��a:7_\:b�y:1_\��[��:3�e7�:3��M 5. REINFORCING SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. 6. WELDED WIRE FABRIC SHALL BE LAPPEDATSPLICES SUCH THATA MINIMUM OF THREE WIRES PARALLEL TO THE SPLICE ARE OVERLAPPED. SPLICES SHALL OVERLAP A MINIMUM OF 8 INCHES. 7. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME GRADE, SIZE AND SPACING AS THE VERTICAL REINFORCING, RESPECTIVELY, UNLESS OTHERWISE NOTED. 8. PROVIDE #4 x 2'-0" DIAGONAL BAR ATALL REENTRANT CORNERS OF CONCRETE SLABS ON GRADE. 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED AND REVIEWED BYTHE STRUCTURAL ENGINEER 10. WELDING OF REINFORCEMENT SHALL CONFORM TO AWS DIA AND BE PERFORMED USING LOW HYDORGEN ELECTRODES. WELDED CONNECTIONS NOT SPECIFIED ON THE PLANS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BYTHE STRUCTURAL ENGINEER. WELDING WITHIN 4 INCHES OF COLD BENDS IN REINFORCEMENT IS NOT PERMITTED. 11. REINFORCING TO BE WELDED SHALL CONFORM TO ASTM A-706. BARS CONFORMING TO ASTM A-615 MAY BE SUBSTITUTED PROVIDED THAT DOCUMENTATION IS SUBMITTED TO THE STRUCTURAL ENGINEER & BUILDING OFFICIAL FOR REVIEW SHOWING THAT THE BARS FULLY CONFORM TO THE WELDABILITY REQUIREMENTS OF AWS DIA. 12. REINFORCEMENT SHALL BE SECURELYTIED IN PLACE PRIOR TO THE PLACEMENT OF CONCRETE OR GROUT. CONCRETE REINFORCEMENT SHALL BE SECURED IN CONFORMANCE WITH ACI-318 SECTION 26.6.2. MASONRY REINFORCEMENT SHALL BE SECURED IN CONFORMANCE WITH ACI-530.1 SECTION 3.4. WOOD 1. ALL WOOD SHALL BE FIRE RETARDANT TREATED. WOOD SHALL NOT BE USED EXCEPT AS ALLOWED IN WSBC SECTION 603.1.1.3. 2. LUMBER AND MANUFACTURED WOOD PRODUCTS SHALL CONFORM TO THE REQUIREMENTS OF THE BUILDING CODE AND NDS SPECIFICATIONS 3. FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WCLB STANDARD GRADING AND DRESSING RULES FOR WEST COAST LUMBER NO.16, LATEST EDITION. UNLESS OTHERWISE NOTED ON THE DRAWINGS. 4. LUMBER SHALL BE DOUGLAS FIR -LARCH No 1 UNO. S. ALL NAILS SHALL BE COMMON WIRE NAILS. WHENEVER POSSIBLE, NAILS DRIVEN PERPENDICULAR TO THE GRAIN SHALL BE USED. THERE SHALL BE A MINIMUM OF 2 NAILS AT ALL WOOD CONTACTS AND JOINTS USING 8D NAILS FOR 1 INCH THICK MATERIAL,16D NAILS FOR 2 INCH THICK MATERIAL, AND 40D NAILS FOR 3 INCH THICK MATERIAL. ALL CONTINUOUS CONTACTS PROVIDE MINIMUM NAILSATI2" OC WITH NAIL SIZES AS CALLED ABOVE. 6. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE GOVERNING CODE. 7. ALL WOOD PLATES AND BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE IN ACCORDANCE WITH AWPS-FDN, AND BEAR THAT QUALITY MARK. 8. PROVIDE STANDARD CUT WASHERS UNDER ALL BOLTS HEADS AND NUTS IN CONTACT WITH WOOD. 9. ALL STRUCTURAL SHEATHING SHALL BE PLYWOOD OR ORIENTED STRAND BOARD (OSB) AND SHALL CONFORM TO PRODUCT STANDARD PS1-95 OR PS2-99. TYPE AND THICKNESS SHALL BE AS SPECIFIED ON THE PLANS. I GENERAL NOTES 1. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES AND REGULATIONS OF THE BUILDING CODE AS DEFINED IN THE "BUILDING CODE" SECTION. 2. THE CONTRACT DOCUMENTS REPRESENTTHE FINISHED STRUCTURE, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARYTO PROTECTTHE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BYTHE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OFTHE ABOVE ITEMS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY BRACING AS REQUIRED FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTILALL MEMBERS ARE IN PLACE AND FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. 5. DO NOTSCALE DRAWINGS.THE CONTRACTOR SHALLVERIFYALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES PRIOR TO CONSTRUCTION. 6. FRAMING MEMBERS WHICH ARE NOT DIMENSIONED SHALL BE EQUALLY SPACED BETWEEN DIMENSIONED POINTOF MEMBERS. 7. IF ANY ERRORS OR OMISSIONS APPEAR TO EXIST IN THESE DRAWINGS, SPECIFICATIONS, OR OTHER CONTRACT DOCUMENTS; THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OR ARCHITECT IN WRITING OF SUCH OMISSION OR ERROR BEFORE PROCEEDING WITH THE WORK. 8. NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NOTES AND DETAILS ON DRAWINGS AND THESE GENERAL NOTES AND TYPICAL DETAILS ARE IN CONFLICT WITH THE PROJECT SPECIFICATIONS, THE MOST STRINGENT SHALL APPLY. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED AS SHOWN FOR SIMILAR WORK, SUBJECTTO REVIEW BYTHE ARCHITECTAND STRUCTURAL ENGINEER. 9. CONTRACTOR SHALL COORDINATE THE STRUCTURAL DRAWINGS WITH DRAWINGS FROM ALL OTHER DISCIPLINES, INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, CIVIL, MECHANICALAND ELECTRICAL. 10. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. 11. MANUFACTURED MATERIALS SHALL BE APPROVED BYTHE BUILDING OFFICIAL PRIOR TO THEIR USE. ALL REQUIREMENTS OF THOSE APPROVALS SHALL BE FOLLOWED. 12. MATERIAL SPECIFICATIONS ARE ASTM LATEST EDITION. 13. CONSTRUCTION TOLERANCES SHALL CONFORM TO THE BUILDING STANDARDS SPECIFIED IN THE "BUILDING CODE" SECTION. 14. ALL MATERIALS SHALL BE DELIVERED, STORED AND HANDLED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. PROTECT ALL ITEMS FROM DAMAGE, MOISTURE, CORROSION, OR DETERIORATION BEFORE, DURING AND AFTER INSTALLATION. SUBMITTALS 1. THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION/ ERECTION/ INSTALLATION. THESE ITEMS ARE IN ADDITION TO ANY SUBMITTAL REQUIREMENTS SPECIFIED ON THESE PLANS OR IN THE PROJECT SPECIFICATIONS. 2. REQUIRED SUBMITTALS A. STRUCTURAL STEEL FABRICATION & ERECTION DRAWINGS B. CONCRETE REINFORCING PLACEMENT DRAWINGS C. CONCRETE CYLINDER TESTING D. SOLAR CANOPY FOUNDATION LOADS & SLAB INTERFACE DRWGS 3. "PRODUCTDATA"- SUBMIT ADEQUATE DOCUMENTATION THATTHE PRODUCT PROPOSED TO BE USED MEETS THE REQUIREMENTS ON THESE PLANS AND THE PROJECT SPECIFICATIONS. 4. "FABRICATION DWGS", "ERECTION DWGS",ETC. -SUBMIT COMPLETE DRAWINGS SUFFICIENT TO SHOW QUANTITIES AND KINDS OF MATERIALS, METHODS OF ASSEMBLY, AND ALL DATA REQUIRED FOR FABRICATION, ERECTION, AND INSTALLATION. THE PURPOSE OF THESE DRAWINGS IS TO DEMONSTRATE THAT THE CONTRACTOR UNDERSTANDSTHE DESIGN CONCEPT DOCUMENTED HEREIN. SUBMITTALS CONSISTING OF DRAWINGS TAKEN DIRECTLY FROM THESE PLANS WILL NOT BE APPROVED. IF DEVIATIONS, DISCREPANCIES OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED, EITHER PRIOR TO OR AFTER REVIEW BYTHE STRUCTURAL ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. RESPONSIBILITY FOR ADHERENCE TO THE CONTRACT DOCUMENTS LIES SOLELY WITH THE CONTRACTOR. DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BYTHE STRUCTURAL ENGINEER AND THEREFORE MUST BE VERIFIED BYTHE CONTRACTOR. S. "TESTING"- SUBMIT RESULTS FOR ANYTESTING REQUIRED BY BUILDING CODE OR THESE PLANS. 6. "CALCULATIONS" - SUBMIT SIGNED AND SEALED CALCULATIONS PREPARED BYA DESIGN PROFESSIONAL AUTHORIZED TO PERFORM WORK IN THE PROJECT JURISDICTION. CALCULATIONS SHALL INDICATE THE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER SHALL BE RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. 7. THE CONTRACTOR SHALL REVIEW, STAMP AND APPROVE SUBMITTALS PRIOR TO REVIEW BYTHE STRUCTURAL ENGINEER. UNREVIEWED OR UNSTAMPED SUBMITTALS WILL BE RETURNED TO THE CONTRACTOR UNREVIEWED. 8. THE CONTRACTOR SHALLALLOW TWO WEEKS FOR REVIEW OF SUBMITTALS. COMMENTS OR MARKS ON SUBMITTALS ARE A NORMAL AN D EXPECTED PART OF THE SUBMITTAL PROCESS AND SHALL NOT BE USED AS A BASIS FOR CHANGE ORDERS. TIME REQUIRED TO REVISE AND RESUBMITANY SUBMITTAL SHALL BE CONSIDERED INHERENT IN THE TO THE SUBMITTAL REVIEW PROCESS AND SHALL NOT BE DEEMED A CHANGE ORDER. 9. RESUBMITTALS SHALL HAVE ALL REVISIONS CLEARLY IDENTIFIED WITH DRAWING CLOUDS AND REVISION DATES. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE REVIEW OF ANY UNMARKED REVISIONS. 10. CONTRACTOR REQUESTED CHANGES OR SUBSTITUTIONS SHALL BE SUBMITTED IN WRITING TO THE ARCHITECTAND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFYTHIS REQUIREMENT. CONTRACTOR WILL BE RESPONSIBLE FOR ANYADDITIONAL ENGINEERING EFFORTAND ASSOCIATED FEES REQUIRED FOR REVIEW AND APPROVAL OF REQUESTED CHANGES AND SUBSTITUTIONS. BUILDING CODE 1. ALL CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THESE DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES AND REGULATIONS OF THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION, AS ADOPTED AND AMENDED BYTHE CITYOF PORTORCHARD, WASHINGTON, HEREINAFTER REFERRED TO AS THE BUILDING CODE. 2. WHERE NOTED IN THE STRUCTURAL NOTES, CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALLALSO CONFORM TO THE FOLLOWING STANDARDS. WHERE THESE STANDARDS CONFLICT WITH THE BUILDING CODE, THE CODE SHALL GOVERN. 3. GENERAL A. ASCE -AMERICAN SOCIETY OF CIVIL ENGINEERS: a. ASCE? "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" (2016) 4. HOT ROLLED STEEL A. AISC -AMERICAN INSTITUTE OF STEEL CONSTRUCTION: a. AISC-360 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" (2010) b. AISC-303 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" (2010) c. AISC-341 "SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS" (2010) B. AWS -AMERICAN WELDING SOCIETY: a. AWS Dl.l "STRUCTURAL STEEL WELDING CODE -STEEL" (2010) b. AWS DIA "STRUCTURAL STEEL WELDING CODE - REINFORCING STEEL" (2011) c. AWS D1.8 "STRUCTURAL STEEL WELDING CODE - STEEL" (2009) C. RCSC - RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS: a. RCSC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" (DECEMBER 31, 2009) S. CONCRETE A. ACI -AMERICAN CONCRETE INSTITUTE: a. ACI-318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (2014 ) b. ACI-301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE" (2011) c. ACI-315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" (1999) d. ACI-117 "STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS" (2010) 6. COLD FORMED STEEL A. AISI -AMERICAN IRON AND STEEL INSTITUTE: a. "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" (2012) B. AWS-AMERICAN WELDING SOCIETY: a. AWS D1.3 "STRUCTURAL STEEL WELDING CODE -SHEET STEEL" (2008) 7. WOOD A. AWC-AMERICAN WOOD COUNCIL: a. NDS "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" (2015) DESIGN CRITERIA 1. LIVE LOAD CRITERIA ROOF LIVE LOAD 20 PSF (REDUCIBLE) FLOOR LIVE LOADS OFFICE (+ PARTITIONS) 70 PSF (REDUCIBLE) CORRIDORS 100 PSF MEZZANINES 60 PSF 2. DEAD LOAD CRITERIA SUPERIMPOSED FLOOR DEAD LOAD 12 PSF SUPERIMPOSED ROOF DEAD LOAD 15 PSF 3. SNOW DESIGN CRITERIA GROUND SNOW LOAD 15 PSF MINIMUM ROOF SNOW LOAD 25 PSF 4. WIND DESIGN CRITERIA 3-SECOND GUST WIND SPEED, V = 115 MPH EXPOSURE FACTOR C IMPORTANCE FACTOR 1 = 1.00 TOPOGRAPHIC FACTOR Kzt = 1.00 INTERNAL PRESSURE COEFFICIENT GCpi = 0.18 5. SEISMIC DESIGN CRITERIA SEISMIC USE GROUP III SITE CLASS D IMPORTANCE FACTOR 1 = 1.00 SIDS = 1.305 SDl = 0.567 SEISMIC DESIGN CATEGORY D LATITUDE 47.541 N LONGITUDE 122.639 W 6. FOUNDATION DESIGN CRITERIA SOIL PROFILE TYPE = SITE CLASS D FOUNDATION TYPE = SPREAD AND STRIP FOOTINGS ALLOWABLE SOIL BEARING PRESSURE: - EXISTING FOOTINGS (PER ORIG DWGS) 4000 PSF NEW FOOTINGS 2000 PSF FOUNDATIONS SUBGRADE PREPARATION INCLUDING, DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS SHALL CONFORM STRICTLY WITH THE RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BYTHE GEOTECHNICAL ENGINEER. 2. ALL FOUNDATIONS SHALL BE FOUNDED A MINIMUM OF 18 INCHES BELOW LOWEST ADJACENT FINAL FINISH FLOOR OR GRADE. EXPOSED SOIL SHALL BE INSPECTED FOR COMPLIANCE WITH THE SOILS REPORT BYTHE INSPECTION AGENCY REPRESENTATIVE PRIOR TO CONSTRUCTING CONCRETE FORMS AND/OR PLACING REINFORCING STEEL. ANY EXCESS OR NON -COMPLYING MATERIAL AS DETERMINED BYTHE INSPECTION AGENCY REPRESENTATIVE SHALL BE REMOVED AND REPLACED AS DIRECTED BYTHE SOILS ENGINEER. 3. FOOTING DEPTHS ARE MINIMUM DIMENSIONS, AND MAY BE CHANGED BYTHE SOILS ENGINEER IN ORDER TO ACHIEVE THE REQUIREMENTS OF THE APPROVED SOILS REPORT. 4. THE CONTRACTOR SHALL, PRIOR TO BEGINNING GRADING AND FOUNDATION EXCAVATION WORK, READ THE SOILS REPORT. IF THE CONTRACTOR, DURING THE COURSE OF SITE WORK, DISCOVERS ANY SOIL CONDITION THAT IS NOT CONSISTENT WITH THE SOILS REPORT, HE SHALL IMMEDIATELY NOTIFY THE ARCHITECTAND ENGINEER. S. CONTRACTOR SHALL BRACE OR PROTECTALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTILATTACHING FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL PROVIDE FOR THE DESIGN, PERMITS AND INSTALLATION OF SUCH BRACING. RETAINING WALLS SHALL HAVE ATTAINED FULL DESIGN STRENGTH PRIOR TO BEING BACKFILLED. 6. ALL RETAINING WALLS SHALL HAVE FREE DRAINING OR GRAVELY BACKFILL, OR DRAINAGE MATTING, FULL HEIGHT OF WALL PROVIDE FOR SUBSURFACE DRAINAGE AS INDICATED IN THE GEOTECHNICAL REPORT. 7. ALL WALKWAYS AND OTHER EXTERIOR SLABS ON GRADE MAY NOT BE SHOWN ON THE STRUCTURAL PLANS. USE 4" THICK CONCRETE SLABS WITH 6x6-W1.4xW1.4 WWF MATS, UNLESS SHOWN OTHERWISE. 8. CONTRACTOR SHALL PROVIDE FOR DE -WATERING OF EXCAVATIONS FROM SURFACE WATER, GROUND WATER OR SEEPAGE. 9. CONTRACTOR SHALL PROVIDE FOR THE DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING AND SHORING REQUIRED TO SAFELY RETAIN ALL EARTH BAN KS. RICFfL'7gZf.SMLLER ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM WSW ENGINEERING (206) 402-2906 1 WILLIAMS@WSWENG.COM 862S NE STAGER CT BAINBRIDGE ISLAND WA98110 0312112023 z J J J J J Cn >- w00 (coo Q _ Z uj - U Iii m Q W w W _ VO=0c) 0 0 N0 TQ i Y� O O O PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE STRUCTURAL NOTES SHEET # S10000 RICFfLigZISMLLER o- ral 't . IZI- 66 . N C;6 ' cM (N I C) N N M W F— z F r w �I w Q I I CC T 15.2 PSF WIND LOAD, CASE IV (STRENGTH LEVEL) GG CB WI N D LOAD, CASE I I I (STRENGTH LEVEL) CANOPY PRIMARY SYSTEM DESIGN CRITERIA CC 2'-3" / 8B\ a ,a / S20.00, \ 4 ° CV A °� I II PL5/8x8" 0, GALV \ \� TYP 1/4 3'-0" TYPICAL PILE 1/2" =1'-0" WIND LOAD, CASE 11 (STRENGTH LEVEL) GG CB 17.1 PSF 20.0 PSF WIND LOAD, CASE I (STRENGTH LEVEL) STEEL CANOPY AND BASE CONN BY OTHERS (2) TIES AT TOP OF PILASTER. CANOPY GRADE � 8A -1 F- @ 8" O.C. 1 #6 VERT 8B PILASTER SECTION 1/2" -#7 BOT 8A GRADE BEAM SECTION / v(4) #5 �A EA WAY (4) 4" (4.5" OD) SCHED 40 GALV PILES, SERVICE LEVEL LOADS, TOTAL EA PILE CAP: \ 1. DL, SL ONLY: +60 KIP. 2. DL, SL, WL: +65/-20 KIP. 3. DL, SL, EL: +60 KIP. SEE GEOTECHNICAL REPORT DATED JAN 2023 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. NOTES: 1. WIND DESIGN CRITERIA: 3-SECOND GUST WIND SPEED, V = 110 MPH EXPOSURE FACTOR C IMPORTANCE FACTOR I = 1.00 2. SEISMIC DESIGN CRITERIA: SEISMIC USE GROUP II SITE CLASS D IMPORTANCE FACTOR I = 1.00 SIDS = 1.305 SEISMIC DESIGN CATEGORY D SEISMIC FORCE RESISTING SYSTEM: NON -BUILDING STRUCTURE - CANTILEVERED COLUMNS RESPONSE MODIFICATION FACTOR, R = 2.5 DEFLECTION AMPLIFICATION FACTOR, Cd = 2.5 OVERSTRENGTH FACTOR, Slo 2.0 CC CB SL: 25.0 PSF SUPER DL: 8.0 PSF GRAVITY LOADS (SERVICE LEVEL) OFFSET GRADE BEAM BEAM 1/2" = 1'-0" SOLAR CANOPY FOUNDATIONS 1/16" =1'-0" \, `r % 1/8" =1'-0" RK POINT :L INTERSECTION. C2 C4 C6 641-011 20'-0" 21'-0" ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM I WSW ENGINEERING (206) 402-2906 I WILLIAMS@WSWENG.COM 8625 NE STAGER CT BAINBRIDGE ISLAND I WA98110 0312112023 CD z 0 J � _I J cf) >- w00 Q = Z Lu U ui 1- m a W II-- W Ni ci. / < _ VO=o0 0 DC 0 0 Q�oC140 Y_ p O O CL PROJECT # 2020013 0 o BID DOCUMENTS N ISSUE DATE APRIL 7, 2023 0 0 CC W. REVISION SCHEDULE SOLAR CANOPY SHEET # S20mOO Q N � co M < N o O c c N c co 0 rLi c w � H Z F o w c ` Z u Z Q _c w 20GA"B" A I , , CAF ENTRY CANOPY DETAIL 3/4" - 1'-0" 20 (E) W14X30 (E) WlOX22 I 3 520.01 ---- - 4 520.0- 8' - 8 5/8" HSS6x4xl/4 1/4" / 12" I I H SS6x6xl/4 U) i 9 N x = t9 Ln I I w I I I R ENTRY CANOPY SECTION 1/4" = 1'-0" CAL HSS I 3/8 BASE PL3/4" w/ (4) 3/4"xl6" HEADED ANCHORS. %n HSS POST "' I 11/2" 5" 5" 11/2" I i 1'-OII 11_011 MIN MIN LEVEL GRADE BEAM, SEE PLAN FTG BYN D LEVELI 0 _a, z co 0 1'-4" Ll 3-0" ENTRY CANOPY FOOTING 3/4" = 1'-0" w 8 S20.01 7 520.01 H SS6x6xl/4 H SS6x4xl/4 I I I SS5x5xl/4 (E) TS6x6xl/4 TOP CLIP TOE 3/16 3" - _ _CLIP L2x2xl/4x0'-4" :::� CLIP L4x4xl/2x0'-4" BOTCLIP SIDES 5/16 3" 5/16 3" ENTRY CANOPY CONN TO (E) COLUMN 3/4" - 1'-0" - (2) #4 CLOSED TI E AT TOP (4)-#4 EA WAY 11 LEVEL 1 Ln Ln x x Ln � ----- -itr-- Ln I I � � I I GRADE BEAM, SEE PLAN 5 S20.01 ENTRY CANOPY SECTION 1/4" = 1'-0" -#6 TO P -#6 BOT (4) 3" (3.5" OD) SCHED 40 GALV PILES, SERVICE LEVEL LOADS, TOTAL EA PILE CAP: 1. DL, SL ONLY: +5 KIP. SEE GEOTECHNICAL REPORT DATED JAN 2023 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. SS6x6xl/4 ENTRY CANOPY FRAMING 1/4" - 1'-0" LEVEL 2 14' - 44� TYP HSS5x5xl/ 4 520.01 x x x t9 U) I- ll'-8" 12"x12" GRADE BEAM w/ (2) #6 CONT T&B. _LEVEL 1 � 0'-00" I I w x -1 "`, ENTRY CANOPY FOUNDATION 7 520.01 U) I- w 1/4" = 1'-0" (E) BRICKVENEER - BRICK FILLAS REQD FOR BEAM INSTALL. - LINTEL 1_3x3x3/16, BEAR 3" MIN ON FULL HEIGHT BRICK BOTH SIDES OF FILL. HSS6x4xl/4 _ _ ENTRY BO STL 9'-0" H SS6x6xl/4 3/16 SEAL 35x5xl/4 SS5x5xl/4 RICFfL'7gZf.SMLLER ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM WSW ENGINEERING (206) 402-2906 I WILLIAMS@WSWENG.COM 8625 NE STAGER CT BAINBRIDGE ISLAND WA98110 03121/2023 J J Q J wco Q _ Z �u U � d7 Q W w 10- _ VO=o0 DC C) 0 DC 0 "' TQ i V/ ry Y_ 0 O n 0 PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE ENTRY CANOPY SHEET # S20mOl N CO � t N o O c c c N c CO c c � S W H � Z � o Lu � c ` Z u Z Q C � C I I i FALL PROTECTION ANCHOR BY OTHERS. 4x DFL No 1 FIRE RETARDANT TREATED (5)1/2" BOLTS TO 4x �. (16)1/4 SMS TO 11/4" L3.5x2.5x1/4 EA SIDE (E)18GA DECK. SECTION A RFG SHTG BY OTHERS INSULATION/AIR GAP FALL PROTECTION ANCHOR BY OTHERS. 4x DFL No 1 FIRE O® (E)18GA "B" DECK, VI RETARDANT TREATED (8) 1/4" SMS EA ANGLE TO (E)18GA DECK, (16 TOTAL PER ANCHOR) L3.5x2.5x1/4 EA SIDE (5)1/2" BOLTS TO 4x 3 FALL PROTECTION ANCHOR SUPPORT w w I I FLATTENED 362725-30 w/ 0.157" PAF DEEP LEG TO DECK FLUTES @ 24" MAX OC. DEFL TRACK (2) 400S162-43 BACK TO BACK II 40OS125-30 @ 2'-0" MAX OC. II II I I DBL 800S HEADER 4 550.00 I I #8 SMS EA SIDE DBL 800S @ 4" MAX OC. HEADER I 40OT150-33 800S200-54 (2) 400S162-43 #8 SMS EA SIDE BACK TO BACK @ 4" MAX OC. - - ------ 400T150-33 I I HEADER SECTION �I I a =aa - I I LEVEL 2 - FRONT OFFICE COUNTER SECTION LEVEL 2 - FRONT OFFICE COUNTER PLAN RICFfL'7gZf.SMLLER ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM WSW ENGINEERING (206) 402-2906 I WILLIAMS@WSWENG.COM 8625 NE STAGER CT BAINBRIDGE ISLAND I WA98110 03121/2023 CD z Ei J J m Q J F w� QZ _ Lu — U warn Q L LJ w � > Q 0-_ — VO=ly)o� DC CU lnll� 0 DC � F- TQ�0NO i V � 0 O n 0 M PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE STRUCTURAL DETAILS SHEET # S50mOO RIC ergu aILLER ARCHITECTURE INTERIORS PLANNING VIZLAB 7 CV Cn M LP M M CV O CV CV CO 0 w F_ z ry a w w F_ 0 MECHANICAL SYSTEMS COMMISSIONING NOTES 1. IN ACCORDANCE WITH THE 2018 WASHINGTON ENERGY CODE (WSEC) SECTION C408 BUILDING COMMISSIONING SHALL BE COMPLETED FOR MECHANICAL SYSTEMS (C403), CONTROLLED RECEPTACLES AND LIGHTING SYSTEMS (C405), AND ENERGY METERING (C409). a. CONTRACTORS ARE REQUIRED TO PARTICIPATE IN THE COMMISSIONING PROCESS OUTLINED IN SPECIFICATION SECTION 230800, INCLUDING PERFORMANCE AND DOCUMENTATION OF START-UP ACTIVITIES. 2. THE BUILDING COMMISSIONING PROCESS DELIVERABLES ARE AS FOLLOWS: a. COMMISSIONING PLAN (C408.1.2) SHALL BE DEVELOPED BY THE PROJECT'S CERTIFIED COMMISSIONING PROFESSIONAL AND INCLUDED WITH THE CONSTRUCTION DOCUMENTS b. TESTING AND BALANCING (C408.2.2) ALL HVAC SYSTEMS SHALL BE BALANCED BY A LICENSED CONTRACTOR IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING STANDARDS AND SPECIFICATIONS PRIOR TO COMMISSIONING. c. FINAL COMMISSIONING REPORT (C408.1.3) A FINAL COMMISSIONING REPORT SHALL BE COMPLETED AND CERTIFIED BY THE CERTIFIED COMMISSIONING PROFESSIONAL AND DELIVERED TO THE BUILDING OWNER OR OWNER'S AUTHORIZED AGENT. 3. BUILDING DOCUMENTATION AND CLOSE OUT SUBMITTAL REQUIREMENTS (C103.6) OWNER TRAINING BY CONTRACTORS FOR EACH PIECE OF EQUIPMENT OR SYSTEM SHALL INCLUDE: a. SYSTEM/EQUIPMENT OVERVIEW (WHAT IT IS, WHAT IT DOES, AND WHICH OTHER SYSTEMS OR EQUIPMENT DOES IT INTERFACE WITH). b. REVIEW OF AVAILABLE 0&M MATERIALS. REVIEW OF THE RECORD DRAWINGS ON THE SUBJECT SYSTEM/EQUIPMENT. c. HANDS-ON DEMONSTRATION OF ALL NORMAL MAINTENANCE PROCEDURES, NORMAL OPERATING MODES, AND ALL EMERGENCY SHUTDOWN AND START-UP PROCEDURES. d. THE COMMISSIONING PROCESS INCLUDES VERIFICATION THAT THESE CLOSEOUT ACTIVITIES ARE COMPLETED. ENERGY CODE NOTES 1. SEE MECHANICAL AND PLUMBING SCHEDULES FOR EQUIPMENT TYPE, CAPACITY AND EFFICIENCY. 2. PROVIDE THERMOSTAT CONTROLS CAPABLE OF A FIVE (5) DEGREE DEADBAND BETWEEN HEATING AND COOLING. 3. PROVIDE AUTOMATIC SETBACK CONTROLS WITH NIGHT SETBACK AND SEVEN (7) DIFFERENT DAY TYPES. 4. PROVIDE DAMPERS FOR OUTSIDE AIR INTAKES AND EXHAUST FANS WHICH CLOSE AUTOMATICALLY WHEN THE SYSTEM IS OFF, EXCEPT FOR THOSE SYSTEMS WHICH OPERATE CONTINUOUSLY WITH LESS THAN 20 CFM/SF LEAKAGE FOR BAROMETRIC DAMPERS, AND LESS THAN 10 CFM/SF LEAKAGE FOR MOTORIZED DAMPERS. 5. PROVIDE MICROPROCESSOR -BASED THERMOSTAT FOR HEAT PUMP CONTROLS. 6. PROVIDE A MEANS OF BALANCING EVERY AIR SUPPLY OUTLET AND AIR OR WATER TERMINAL DEVICE. 7. SIMULTANEOUS HEATING AND COOLING IN A ZONE IS NOT PERMITTED. 8. SEAL TRANSVERSE SEAMS OF ALL DUCTWORK. 9. SEALING TO CONTROL BUILDING ENVELOPE AIR LEAKAGE AND AIR TIGHTNESS TESTING IS REQUIRED PER 2018 WSEC SECTIONS C402.5.1 THROUGH C402.5.8. 10. DUCTWORK AND PLENUMS SHALL BE THERMALLY INSULATED IN ACCORDANCE WITH 2O18 WSEC SECTION C403.10. 11. ALL PIPING SHALL BE THERMALLY INSULATED TO MEET SPECIFICATIONS 12. ALL ELECTRIC MOTORS GREATER THAN 1.0 HP SHALL MEET THE REQUIREMENTS OF 2018 WSEC SECTION C405.8. 13. WATER HEATING EQUIPMENT AND STORAGE TANKS SHALL MEET THE MINIMUM REQUIREMENTS OF TABLE C404.2 OF THE 2018 WSEC. GENERAL NOTES 1. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. THE HVAC CONTRACTOR IS TO COORDINATE WITH ALL OTHER TRADES AND IS TO VERIFY ALL CLEARANCES BEFORE COMMENCING WORK. 2. MATERIALS, METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE LATEST EDITION OF THE WASHINGTON STATE ENERGY CODE (WSEC), INTERNATIONAL MECHANICAL CODE (IMC) WITH WASHINGTON STATE AMENDMENTS, INTERNATIONAL BUILDING CODE (IBC) WITH WASHINGTON STATE AMENDMENTS, INTERNATIONAL FIRE CODE (IFC) AND OTHER APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. 3. DUCT CONSTRUCTION AND HANGINGS SHALL COMPLY WITH THE LATEST IMC AND WITH CURRENT SMACNA STANDARDS. 4. JOINTS OF DUCT SYSTEM SHALL BE SEALED WITH DUCT MASTIC. 5. DUCTS SHALL BE INSULATED AS INDICATED ON PLANS TO MEET THE REQUIREMENTS OF CURRENT CODES AND SPECIFICATIONS. 6. FLEXIBLE DUCTS SHALL ONLY BE USED WHERE SHOWN AND SHALL NOT EXCEED 6 FT IN LENGTH UNLESS NOTED OTHERWISE. 7. PROVIDE EARTHQUAKE RESTRAINT FOR HVAC EQUIPMENT IN ACCORDANCE WITH THE CURRENT IBC. 8. PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOOR SHALL BE SLEEVED AND FIRE STOPPED WITH LISTED MATERIALS SO AS TO MAINTAIN THE INTEGRITY AND RATING OF THE FLOOR OR WALL. 9. HVAC EQUIPMENT, VALVES, AND DAMPERS SHALL BE LOCATED IN EASILY ACCESSIBLE LOCATIONS, UNLESS SHOWN ON ARCHITECTURAL DRAWINGS. REQUIRED ACCESS PANELS SHALL BE PROVIDED BY THE HVAC CONTRACTOR AND INSTALLED BY THE GENERAL CONTRACTOR. 10. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF EXPOSED DUCTWORK AND GRILLES. 11. ALL DUCT DIMENSIONS INDICATE FREE AREA. SOUND LINING AND EXTERIOR INSULATION ARE LABELED AS SUCH. PORT ORCHARD CITY HALL MECHANICAL ABBREVIATIONS AFF ABOVE FINISHED FLOOR ARCH ARCHITECT BLDG BUILDING BMS BUILDING MANAGEMENT SYSTEM BTUH BRITISH THERMAL UNITS PER HOUR CD CONDENSATE CLG COOLING CTE CONNECT TO EXISTING CW COLD WATER CWR CHILLED WATER RETURN CWS CHILLED WATER SUPPLY DCVA DOUBLE CHECK VALVE ASSEMBLY DDC DIRECT DIGITAL CONTROL DHW DOMESTIC HOT WATER DIA DIAMETER DN DOWN E EXISTING ELEV ELEVATION EWT ENTERING WATER TEMPERATURE FC FAN COIL FCO FLOOR CLEANOUT FLR FLOOR FP FIRE PROTECTION GC GENERALCONTRACTOR GEO GEOTHERMAL GPM GALLONS PER MINUTE GWB GYPSUM WALLBOARD HTG HEATING HW HOT WATER HWR HOT WATER RETURN HWS HOT WATER SUPPLY INV INVERT LAV LAVATORY MECH MECHANICAL NFA NET FREE AREA OHP OUTDOOR HEATPUMP POC POINT OF CONNECTION PLUM PLUMBING PSI POUNDS PER SQUARE INCH REF REFER/REFERENCE RF RELIEF FAN RPBP REDUCED PRESSURE BACKFLOW PREVENTER TYP TYPICAL UV UNIT VENTILATORS VTR VENT THRU ROOF WC WATER CLOSET WCO WALL CLEAN OUT WHF WHOLE HOUSE FAN MECHANICAL LEGEND SYMBOL DESCRIPTION 1 SECTION/ELEVATION VIEW \A101 1 DETAIL VIEW A101 IHP 1 EQUIPMENT TAG SHEET NOTE TAG REVISION TAG 1 SIZE DIFFUSER/GRILLE TAG FLOW 8"x10„ RECTANGULAR FREE AREA DUCT DIMENSIONS (8" WIDTH x 10" DEPTH) 6"¢ ROUND DUCT FREE AREA DIMENSIONS (6" DIAMETER) FLEX DUCT AIR DIRECTION z B SUPPLY DUCT IN/OUT OF PAGE O EXHAUST/RETURN DUCT IN/OUT OF PAGE TO THERMOSTAT COz CO2 SENSOR �(C' OCCUPANCYSENSOR DESCRIPTION D ENVELOPE PENETRATION ® PUMP ®O SUPPLY/EXHAUST FAN PO PRESSURE GAUGE TO TEMPERATURE GAUGE C� TURNING VANES prosy t Robert Geiger St Visiting Angels Port Orchard Boat Launch Ramp 216 Prospect St, Port `::6 Orchard, WA'98366 QWestern Washington CD Ceriter for the Arts Cn kilsap St irm� 166 Qj Digiovanni Tracy B C Dick Vhst Motors n PROJECT LOCATION Level - Desc. Zone Heated Floor Area sf Trace Heating Trace Cooling Occupant Density Assumed Occupancy Rp Ra Ea Efixture Ehead Vef Required OA Required Exhaust 101 Mechanical Room 552 3240 4000 0 0 0 0.06 0 0 0 0.8 45 0 102 - 103 Men's Shower/Locker Room 300 1350 300 0 0 0 0 0 50 20 0.8 0 120 105 Corridor 350 2000 4000 0 0 0 0.06 0 0 0 0.8 30 0 106 - 107 Women's Shower/Locker Room 220 100 500 0 0 0 0 0 50 20 0.8 0 120 108 Corridor 330 2200 400 0 0 0 0.06 0 0 0 0.8 25 0 110 Janitor's Closet 51 200 500 0 0 0 0 1 0 0 0.8 0 51 111 Custodian Storage 65 200 500 0 0 0 0 1 0 0 0.8 0 65 114 Archives 160 300 500 0 0 0 0.06 0 0 0 0.8 15 0 115 Custodian Waiting 65 400 1100 5 1 5 0.06 0 0 0 0.8 15 0 116 Custodian 108 450 1100 5 1 5 0.06 0 0 0 0.8 15 0 118 Break Room 178 1300 5000 50 9 5 0.06 0.3 0 0 0.8 70 53.4 119 Stairs 154 2000 3500 0 0 0 0.06 0 0 0 0.8 15 0 120 Archives 155 500 1500 0 0 0 0.06 0 0 0 0.8 15 0 122 Men's Restroom 43 50 100 0 0 0 0 0 50 20 0.8 0 50 123 Women's Restroom 43 50 100 0 0 0 0 0 50 20 0.8 0 50 124 Evidence Storage 69 1400 150 0 0 0 0.06 0 0 0 0.8 10 0 125 Lobby 482 3000 9000 30 2 7.5 0.06 0 0 0 0.8 55 0 126/127 Waiting/Reception 265 1300 4500 30 8 5 0.06 0 0 0 0.8 70 0 128 Work Room 92 300 700 5 1 5 0.06 0 0 0 0.8 15 0 129 Conference Room 213 2700 5100 50 11 5 0.06 0 0 0 0.8 85 0 130 Files 154 300 1200 0 0 0 0.06 0 0 0 0.8 15 0 132 Detective's Office 285 1600 5000 5 2 5 0.06 0 0 0 0.8 35 0 133 Sergeant's 200 1400 4000 5 1 5 0.06 0 0 0 0.8 25 0 135 Holding Room 75 900 900 25 1 5 0.12 0 0 0 0.8 20 0 136 Interview Room 62 500 2100 50 4 5 0.06 0 0 0 0.8 30 0 137 Evidence Storage 160 0 0 0 0.06 0 0 0 0.8 15 0 138 Chief's Assistant 134 2000 7000 5 2 5 0.06 0 0 0 0.8 25 0 139 Chief's 154 2700 8400 5 2 5 0.06 0 0 0 0.8 25 0 141 Evidence Processing 213 1000 1000 0 0 0 0.06 0 0 0 0.8 20 0 143/144/134/144 Patrol Officer's 895 2300 7000 5 4 5 0.06 0 0 0 0.8 95 0 201 Treasurer 147 3000 5900 5 1 5 0.06 0 0 0 0.8 20 0 202 Auditor 104 1500 2100 5 1 5 0.06 0 0 0 0.8 15 0 204 Land Mana er 107 1400 1900 5 1 5 0.06 0 0 0 0.8 15 0 205 Assistant Treasurer 100 1000 1400 5 1 5 0.06 0 0 0 0.8 15 0 207 City Clerk 135 2000 7000 5 1 5 0.06 0 0 0 0.8 20 0 208 Assistant City Clerk 95 1500 5000 5 1 5 0.06 0 0 0 0.8 15 0 209 Mayor 152 3000 8500 5 1 5 0.06 0 0 0 0.8 20 0 210 City Admin 155 2000 6800 5 1 5 0.06 0 0 0 0.8 20 0 211 Work Room 159 1400 1400 5 1 5 0.06 0 0 0 0.8 20 0 212-218 Open Office 1378 5550 15000 5 5 5 0.06 0 0 0 0.8 135 0 219 Stairwell 154 0 0 0 0.06 0 0 0 0.8 15 0 220 Lobby 548 3200 7000 30 5 7.5 0.06 0 0 0 0.8 90 0 221 Sitting Area 95 1700 3000 30 3 7.5 0.06 0 0 0 0.8 40 0 222/223 Restrooms 357 800 3000 0 0 0 0 0 50 20 0.8 0 50 224 Waiting Area 168 1800 4800 30 6 5 0.06 0 0 0 0.8 55 0 225 Engineering Conference 120 900 3400 50 6 5 0.06 0 0 0 0.8 50 0 226 Reception 165 800 3200 30 5 5 0.06 0 0 0 0.8 45 0 227/228 Files 370 3500 7300 0 0 0 0.06 0 0 0 0.8 30 0 229 Telecom 98 0 0 0 0.06 0 0 0 0.8 10 0 230 Work Room 154 600 2500 5 1 5 0.06 0 0 0 0.8 20 0 231 Assistant City Planner 90 1300 4500 5 1 5 0.06 0 0 0 0.8 15 0 232 Staff Conference 99 1200 3200 50 5 5 0.06 0 0 0 0.8 40 0 233 Assistant City Engineer 115 1800 6700 5 1 5 0.06 0 0 0 0.8 15 0 236 Planner 148 1900 7000 5 1 5 0.06 0 0 0 0.8 20 0 237 Archives 165 300 500 0 0 0 0.06 0 0 0 0.8 15 0 239 Engineering Office 760 3200 9300 5 5 5 0.06 0 0 0 0.8 90 0 240 City Engineer 208 3300 8600 5 2 5 0.06 0 0 0 0.8 30 0 242 Stair 209 2100 2100 0 0 0 0.06 0 0 0 0.8 20 0 243 Stair 215 1600 1500 0 0 0 0.06 0 0 0 0.8 20 0 301 Conference Room 400 6600 24000 50 20 5 0.06 0 0 0 0.8 155 0 302 Council Chambers 1600 11500 52000 50 72 5 0.06 0 0 0 0.8 570 0 303 Work Room 230 3500 12000 5 2 5 0.06 0 0 0 0.8 30 0 305 Sitting Area/Lobby North 506 4000 11000 30 16 7.5 0.06 0 0 0 0.8 190 0 306 Conference Room 193 5000 9100 50 10 5 0.06 0 0 0 0.8 80 0 308 Sitting Area 900 3700 15000 30 2 7.5 0.06 0 0 0 0.8 90 0 309/310 Restrooms 261 800 3300 0 0 0 0 0 50 20 0.8 0 50 311 Court Sign -in 120 800 2400 30 4 5 0.06 0 0 0 0.8 35 0 312 Clerk/Reception 271 900 2600 5 2 5 0.06 0 0 0 0.8 35 0 313 Work Area 81 1200 2200 5 1 5 0.06 0 0 0 0.8 15 0 314 Court Clerk 129 1200 3400 5 1 5 0.06 0 0 0 0.8 20 0 315 Hallway 127 400 600 0 0 0 0.06 0 0 0 0.8 10 0 316 Court Room 1014 12000 42100 70 71 5 0.06 0 0 0 0.8 520 0 317A/B/C Corridor 400 2400 9000 0 0 0 0.06 0 0 0 0.8 30 0 319 Jury Room 223 1650 6700 50 12 5 0.06 0 0 0 0.8 95 0 320 Judge 182 2300 6500 5 1 5 0.06 0 0 0 0.8 20 0 321 Witness Room 90 3000 7000 5 1 5 0.06 0 0 0 0.8 15 0 322/323 Toilets 111 1000 3800 0 0 0 0 0 50 20 0.8 0 50 324 City Attorney 91 1600 5200 5 1 5 0.06 0 0 0 0.8 15 0 325 Corridor 183 2700 2900 0 0 0 0.06 0 0 0 0.8 15 0 329 CCTV Room 125 2700 2700 5 2 5 0.06 0 0 0 0.8 25 0 Sheet List Sheet Number Sheet Name M00.01 GENERAL NOTES M00.02 MECHANICAL SCHEDULE M11.01 SITE PLAN - DEMO M21.01 DEMO PLAN - LEVEL 1 M21.02 DEMO PLAN - LEVEL 2 M21.03 DEMO PLAN - LEVEL 3 M21.04 DEMO PLAN - MEZZANINE M21.11 MECHANICAL - LEVEL 1 M21.12 MECHANICAL - LEVEL 2 M21.13 MECHANICAL - LEVEL 3 M21.14 MECHANICAL - MEZZANINE M21.15 MECHANICAL - MEZZANINE 2 & 3 M21.21 REFRIGERANT PIPING PLAN - LEVEL 1 M21.22 REFRIGERANT PIPING PLAN - LEVEL 2 M21.23 REFRIGERANT PIPING PLAN - LEVEL 3 M22.01 PIPING SCHEMATIC 1 M22.02 PIPING SCHEMATIC 2 M22.03 PIPING SCHEMATIC 3 M23.01 MECHANICAL ROOM - 3D M23.02 MEZZANINE - 3D M31.01 MECHANICAL DETAILS M31.02 MECHANICAL DETAILS M31.03 MECHANICAL DETAILS M31.04 CONTROL DIAGRAMS 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 0 J I J J Pw E C OTO P E Z W M W 0 w CL �J �® LL T� 1 ) elf 0 LL 0 0- W M W ao lY Q 0 W Q U? U 0 (If0- 0 t� F- r N � PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE GENERAL NOTES SHEET # M00101 RIC(rgu mlLLER ARCHITECTURE INTERIORS PLANNING VIZLAB MECH - SINGLE DUCT TERMINAL TAG MANUFACTURER MODEL SIZE CFM ZONE NOTES DT-1.1 TITUS DESV 4 100 CFM 1.1 DT-1.2 TITUS DESV 4 70 CFM 1.2 DT-1.3 TITUS DESV 5 200 CFM 1.3 DT-1.4 TITUS DESV 4 110 CFM 1.4 DT-1.5 TITUS DESV 5 185 CFM 1.5 DT-1.6 TITUS DESV 4 105 CFM 1.6 DT-2.1 TITUS DESV 4 35 CFM 2.1 DT-2.2 TITUS DESV 4 30 CFM 2.2 DT-2.3 TITUS DESV 4 40 CFM 2.3 DT-2.4 TITUS DESV 4 65 CFM 2.4 DT-2.5 TITUS DESV 4 155 CFM 2.5 DT-2.6 TITUS DESV 4 45 CFM 2.6 DT-2.7 TITUS DESV 5 145 CFM 2.7 DT-2.8 TITUS DESV 4 50 CFM 2.8 DT-2.9 TITUS DESV 4 130 CFM 2.9 DT-2.10 TITUS DESV 4 90 CFM 2.10 DT-2.11 TITUS DESV 4 130 CFM 2.11 DT-2.12 TITUS DESV 4 50 CFM 2.12 DT-2.13 TITUS DESV 4 35 CFM 2.13 DT-3.1 TITUS DESV 4 45 CFM 3.1 DT-3.3 TITUS DESV 4 95 CFM 3.3 DT-3.4 TITUS DESV 5 190 CFM 3.4 DT-3.5 TITUS DESV 4 70 CFM 3.5 DT-3.6 TITUS DESV 4 45 CFM 3.6 DT-3.7 TITUS DESV 4 95 CFM 3.7 DT-3.8 TITUS DESV 4 20 CFM 3.8 DT-3.9 TITUS DESV 4 45 CFM 3.9 DT-3.10 TITUS DESV 4 25 CFM 3.10 MECH - CONTROLS DESCRIPTION MANUFACTURER MODEL NOTES THERMOSTATS MITSUBISHI PAC-YT53CRAU-J VRF CONTROL PANEL MITSUBISHI TW-50 VRF CONTROL PANEL MITSUBISHI TW-50 MECH - ELECTRIC HEATERS TAG MANUFACTURER MODEL OUTPUT VOLTS/PHASE AMPS NOTES EH-1 KING 2K1205BW 500 W 120VAC 4.2 CONTROL VIA REMOTE T-STAT EH-2 KING 2K120513W 500 W 120VAC 4.2 CONTROL VIA REMOTE T-STAT EH-3 KING 2K120513W 500 W 120VAC 4.2 CONTROL VIA REMOTE T-STAT EH-4 KING 2K1205BW 500 W 120VAC 4.2 CONTROL VIA REMOTE T-STAT EH-5 KING 2K1205BW 500 W 120VAC 4.2 CONTROL VIA REMOTE T-STAT MECH - INDOOR HEAT PUMPS TAG MANUFACTURER MODEL UNIT TYPE OUTDOOR UNIT COOLING CAPACITY HEATING CAPACITY DIMENSIONS WEIGHT ELECTRICAL NOTES HEIGHT WIDTH DEPTH VOLTS/PHASE MCA IHP-BREAK MITSUBISHI PLFY-P05NFMU-E 4-WAY CASSETTE (2x2) OU-1 5,000 Btu/h 5,600 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 lb 208VAC/ 1 PH 0.24 IHP-CHF.ASST MITSUBISHI PLFY-P05NFMU-E 4-WAY CASSETTE (2x2) OU-1 5,000 Btu/h 5,600 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 lb 208VAC/ 1 PH 0.24 IHP-CHIEF MITSUBISHI PLFY-P05NFMU-E 4-WAY CASSETTE (2x2) OU-1 5,000 Btu/h 5,600 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 lb 208VAC/ 1 PH 0.24 IHP-CONF.1 MITSUBISHI PLFY-P05NFMU-E 4-WAY CASSETTE (2x2) OU-1 5,000 Btu/h 5,600 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 lb 208VAC/ 1 PH 0.24 IHP-CUST MITSUBISHI PLFY-P05NFMU-E 4-WAY CASSETTE (2x2) OU-1 5,000 Btu/h 5,600 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 lb 208VAC/ 1 PH 0.24 IHP-DETECT MITSUBISHI PLFY-P05NFMU-E 4-WAY CASSETTE (2x2) OU-1 5,000 Btu/h 5,600 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 lb 208VAC/ 1 PH 0.24 IHP-EVID MITSUBISHI PLFY-EP06NEMU-ER1 4-WAY CASSETTE (3x3) OU-1 6,000 Btu/h 6,700 Btu/h 0' - 101, 3'- 0" 3'- 0" 46 lb 208VAC/ 1 PH 0.24 IHP-HOLD MITSUBISHI PKFY-PO4NLMU-E WALL CASSETTE OU-1 4,000 Btu/h 4,500 Btu/h 1' - 0" 2'- 6" 0' - 9" 24 lb 208VAC/ 1 PH 0.24 INCLUDE GOBI II CONDENSATE PUMP IHP-INTER MITSUBISHI PKFY-PO4NLMU-E WALL CASSETTE OU-1 4,000 Btu/h 4,500 Btu/h 1' - 0" 2'- 6" 0' - 9" 24 lb 208VAC/ 1 PH 0.24 INCLUDE GOBI II CONDENSATE PUMP IHP-LOBBY.1 MITSUBISHI PLFY-EP12NEMU-ER1 4-WAY CASSETTE (3x3) OU-1 12,000 Btu/h 13,500 Btu/h 0' - 101, 3'- 0" 3'- 0" 57 lb 208VAC/ 1 PH 0.39 IHP-OFFICERS MITSUBISHI PLFY-P08NFMU-E 4-WAY CASSETTE (2x2) OU-1 8,000 Btu/h 9,000 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.28 IHP-RECEPT MITSUBISHI PLFY-P05NFMU-E 4-WAY CASSETTE (2x2) OU-1 5,000 Btu/h 5,600 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.24 IHP-SGT MITSUBISHI PLFY-P05NFMU-E 4-WAY CASSETTE (2x2) OU-1 5,000 Btu/h 5,600 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.24 IHP-WORK.1 MITSUBISHI PLFY-P05NFMU-E 4-WAY CASSETTE (2x2) OU-1 5,000 Btu/h 5,600 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.24 IHP-ASST.CLERK MITSUBISHI PLFY-P05NFMU-E 4-WAY CASSETTE (2x2) OU-2 5,000 Btu/h 5,600 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.24 IHP-ASST.ENGR MITSUBISHI PLFY-P05NFMU-E 4-WAY CASSETTE (2x2) OU-2 5,000 Btu/h 5,600 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.24 IHP-ASST.PLAN MITSUBISHI PLFY-P05NFMU-E 4-WAY CASSETTE (2x2) OU-2 5,000 Btu/h 5,600 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.24 IHP-ASST.TRES MITSUBISHI PLFY-P05NFMU-E 4-WAY CASSETTE (2x2) OU-2 5,000 Btu/h 5,600 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.24 IHP-AUDIT MITSUBISHI PLFY-P05NFMU-E 4-WAY CASSETTE (2x2) OU-2 5,000 Btu/h 5,600 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.24 IHP-BILL MITSUBISHI PLFY-P08NFMU-E 4-WAY CASSETTE (2x2) OU-2 8,000 Btu/h 9,000 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.28 IHP-CAD MITSUBISHI PLFY-P12NFMU-E 4-WAY CASSETTE (2x2) OU-2 12,000 Btu/h 13,500 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.29 IHP-CITY.ADMIN MITSUBISHI PLFY-P08NFMU-E 4-WAY CASSETTE (2x2) OU-2 8,000 Btu/h 9,000 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.28 IHP-CLERK MITSUBISHI PLFY-P08NFMU-E 4-WAY CASSETTE (2x2) OU-2 8,000 Btu/h 9,000 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.28 IHP-CLK.FILE MITSUBISHI PLFY-P05NFMU-E 4-WAY CASSETTE (2x2) OU-2 5,000 Btu/h 5,600 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.24 IHP-ENGR MITSUBISHI PLFY-P08NFMU-E 4-WAY CASSETTE (2x2) OU-2 8,000 Btu/h 9,000 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.28 IHP-ENGR.CONF MITSUBISHI PLFY-P05NFMU-E 4-WAY CASSETTE (2x2) OU-2 5,000 Btu/h 5,600 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.24 IHP-FILES MITSUBISHI PLFY-P08NFMU-E 4-WAY CASSETTE (2x2) OU-2 8,000 Btu/h 9,000 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.28 IHP-HALL.2 MITSUBISHI PLFY-P08NFMU-E 4-WAY CASSETTE (2x2) OU-2 8,000 Btu/h 9,000 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.28 IHP-LAN.MGR MITSUBISHI PLFY-P05NFMU-E 4-WAY CASSETTE (2x2) OU-2 5,000 Btu/h 5,600 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.24 IHP-LOBBY.2.A MITSUBISHI PLFY-EP06NEMU-ER1 4-WAY CASSETTE (3x3) OU-2 6,000 Btu/h 6,700 Btu/h 0' - 101, 3'- 0" 3'- 0" 57 Ib 208VAC/ 1 PH 0.24 IHP-LOBBY.2.B MITSUBISHI PLFY-EP08NEMU-ER1 4-WAY CASSETTE (3x3) OU-2 8,000 Btu/h 9,000 Btu/h 0' - 101, 3'- 0" 3'- 0" 57 Ib 208VAC/ 1 PH 0.39 IHP-MAYOR MITSUBISHI PLFY-P08NFMU-E 4-WAY CASSETTE (2x2) OU-2 8,000 Btu/h 9,000 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.28 IHP-PLAN MITSUBISHI PLFY-P08NFMU-E 4-WAY CASSETTE (2x2) OU-2 8,000 Btu/h 9,000 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.28 IHP-ST.CONF MITSUBISHI PLFY-P05NFMU-E 4-WAY CASSETTE (2x2) OU-2 5,000 Btu/h 5,600 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.24 IHP-TREAS MITSUBISHI PLFY-P05NFMU-E 4-WAY CASSETTE (2x2) OU-2 5,000 Btu/h 5,600 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.24 IHP-WORK.2 MITSUBISHI PLFY-P05NFMU-E 4-WAY CASSETTE (2x2) OU-2 5,000 Btu/h 5,600 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.24 IHP-WORK.RM MITSUBISHI PLFY-P05NFMU-E 4-WAY CASSETTE (2x2) OU-2 5,000 Btu/h 5,600 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.24 IHP-ATTY MITSUBISHI PLFY-P05NFMU-E 4-WAY CASSETTE (2x2) OU-3 5,000 Btu/h 5,600 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.24 IHP-C.CONF.A MITSUBISHI PLFY-P12NFMU-E 4-WAY CASSETTE (2x2) OU-3 12,000 Btu/h 13,500 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.29 IHP-C.CONF.B MITSUBISHI PLFY-P12NFMU-E 4-WAY CASSETTE (2x2) OU-3 12,000 Btu/h 13,500 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.29 IHP-C.WORK MITSUBISHI PLFY-P12NFMU-E 4-WAY CASSETTE (2x2) OU-3 12,000 Btu/h 13,500 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.29 IHP-CCTV MITSUBISHI PLFY-P05NFMU-E 4-WAY CASSETTE (2x2) OU-3 5,000 Btu/h 5,600 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.24 IHP-CONF.3 MITSUBISHI PKFY-P12NLMU-E WALL CASSETTE OU-3 12,000 Btu/h 13,500 Btu/h 1' - 0" 2'- 6" 0' - 9" 24 Ib 208VAC/ 1 PH 0.2 INCLUDE GOBI II CONDENSATE PUMP IHP-COUNCIL MITSUBISHI PEFY-P96NMHSU-E DUCTED CONCEALED OU-3 96,000 Btu/h 108,000 Btu/h 0' - 101, 4'- 7" 2'- 5" 221 Ib 208VAC/ 1 PH 8.2 INCLUDE GOBI II CONDENSATE PUMP IHP-COURT MITSUBISHI PEFY-P48NMAU-E4 DUCTED CONCEALED OU-3 48,000 Btu/h 54,000 Btu/h 0' - 101, 4'- 7" 2'- 5" 86 Ib 208VAC/ 1 PH 4.38 INCLUDE GOBI II CONDENSATE PUMP IHP-CRT.CLK MITSUBISHI PLFY-P05NFMU-E 4-WAY CASSETTE (2x2) OU-3 5,000 Btu/h 5,600 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.24 IHP-HALL.1.3 MITSUBISHI PLFY-P05NFMU-E 4-WAY CASSETTE (2x2) OU-3 5,000 Btu/h 5,600 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.24 IHP-HALL.2.3 MITSUBISHI PLFY-P08NFMU-E 4-WAY CASSETTE (2x2) OU-3 8,000 Btu/h 9,000 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.28 IHP-JUDGE MITSUBISHI PLFY-P08NFMU-E 4-WAY CASSETTE (2x2) OU-3 8,000 Btu/h 9,000 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.28 IHP-JURY MITSUBISHI PLFY-P08NFMU-E 4-WAY CASSETTE (2x2) OU-3 8,000 Btu/h 9,000 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.28 IHP-LOBBY.3.A MITSUBISHI PKFY-P15NLMU-E WALL CASSETTE OU-3 15,000 Btu/h 17,000 Btu/h 1' - 0" 2'- 6" 0' - 9" 28 Ib 208VAC/ 1 PH 0.2 INCLUDE GOBI II CONDENSATE PUMP IHP-LOBBY.3.B MITSUBISHI PLFY-EP12NEMU-ER1 4-WAY CASSETTE (3x3) OU-3 12,000 Btu/h 13,500 Btu/h 0' - 101, 3'- 0" 3'- 0" 57 Ib 208VAC/ 1 PH 0.39 IHP-SIGN.1 MITSUBISHI PKFY-PO4NLMU-E WALL CASSETTE OU-3 4,000 Btu/h 4,500 Btu/h 1' - 0" 2'- 6" 0' - 9" 24 Ib 208VAC/ 1 PH 0.24 INCLUDE GOBI II CONDENSATE PUMP IHP-SIGN.2 MITSUBISHI PLFY-P05NFMU-E 4-WAY CASSETTE (2x2) OU-3 5,000 Btu/h 5,600 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.24 IHP-WITN MITSUBISHI PLFY-P08NFMU-E 4-WAY CASSETTE (2x2) OU-3 8,000 Btu/h 9,000 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.28 IHP-WORK.3 MITSUBISHI PLFY-P05NFMU-E 4-WAY CASSETTE (2x2) OU-3 5,000 Btu/h 5,600 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.24 IHP-TELEC MITSUBISHI PLFY-P12NFMU-E 4-WAY CASSETTE (2x2) OU-TELEC 12,000 Btu/h 13,500 Btu/h 0' - 9" 2'- 0" 2'- 0" 34 Ib 208VAC/ 1 PH 0.29 MECH - ENERGY RECOVERY VENTILATORS RECOVERY EFFICIENCY (%) ELECTRICAL SUPPLY RETURN DIMENSIONS STATIC (IN FAN POWER STATIC (IN FAN POWER TAG MANUFACTURER MODEL FLOW SENSIBLE LATENT V/PH MCA H2O) (HP) H2O) (HP) HEIGHT WIDTH LENGTH WEIGHT NOTES ERV-1 SWEGON RX11 825 CFM 80.6 18.2 220VAC/ 1 PH 12.81 1.18 1.54 1.01 1.54 4'- 9 29/32" 3'- 11 3/16" 7'- 3 13/32" 1090.00 lb INCLUDE DELTA-P SENSORS AND ISOLATION DAMPERS. BUCK BOOSTER TRANSFORMER TO BE INCLUDED IN PACKAGE ERV-2 SWEGON RX11 915 CFM 80.6 18.2 220VAC/ 1 PH 12.81 1.26 1.54 1.08 1.54 4'- 9 29/32" 3'- 11 3/16" 7'- 3 13/32" 1090.00 lb INCLUDE DELTA-P SENSORS AND ISOLATION DAMPERS. BUCK BOOSTER TRANSFORMER TO BE INCLUDED IN PACKAGE ERV-3 SWEGON RX11 875 CFM 80.6 18.2 220VAC/ 1 PH 12.81 1.24 1.54 1.06 1.54 4'- 9 29/32" 3'- 11 3/16" 7'- 3 13/32" 1090.00 lb INCLUDE DELTA-P SENSORS AND ISOLATION DAMPERS. BUCK BOOSTER TRANSFORMER TO BE INCLUDED IN PACKAGE ERV-COUNCIL SWEGON RX07 570 CFM 80.6 18.2 220VAC/ 1 PH 12.81 1.01 1.54 0.89 1.54 3'- 11" 3'- 4" 5'- 3" 660.00 lb INCLUDE DELTA-P SENSORS AND ISOLATION DAMPERS. BUCK BOOSTER TRANSFORMER TO BE INCLUDED IN PACKAGE ERV-COURT SWEGON RX07 520 CFM 80.6 18.2 220VAC/ 1 PH 12.81 0.92 1.54 0.85 1.54 3'- 11" 3'- 4" 5'- 3" 660.00 lb INCLUDE DELTA-P SENSORS AND ISOLATION DAMPERS. BUCK BOOSTER TRANSFORMER TO BE INCLUDED IN PACKAGE MECH - MOTORIZED DAMPERS TAG MANUFACTURER MODEL NOTES MD-ERV.1.E RUSKIN CD-40 INCLUDE LOW -VOLTAGE ACTUATOR. CLASS I DAMPER. FAIL OPEN. INTEGRATE CONTROLS WITH ERV-1. OPEN WHEN ERV IS ENABLED MD-ERV.1.S RUSKIN CD-40 INCLUDE LOW -VOLTAGE ACTUATOR. CLASS I DAMPER. FAIL OPEN. INTEGRATE CONTROLS WITH ERV-1 & 3. OPEN WHEN ERV IS ENABLED MD-ERV.2.E RUSKIN CD-40 INCLUDE LOW -VOLTAGE ACTUATOR. CLASS I DAMPER. FAIL OPEN. INTEGRATE CONTROLS WITH ERV-2. OPEN WHEN ERV IS ENABLED MD-ERV.2.S RUSKIN CD-40 INCLUDE LOW -VOLTAGE ACTUATOR. CLASS I DAMPER. FAIL OPEN. INTEGRATE CONTROLS WITH ERV-2. OPEN WHEN ERV IS ENABLED MD-ERV.3.E RUSKIN CD-40 INCLUDE LOW -VOLTAGE ACTUATOR. CLASS I DAMPER. FAIL OPEN. INTEGRATE CONTROLS WITH ERV-3. OPEN WHEN ERV IS ENABLED 7 cn Lp M CV O CV CV CO 0 w F_ z ry a w w F_ 0 MECH - OUTDOOR HEAT PUMPS TAG LOCATION/SERVICE MANUFACTURER MODEL COOLING CAPACITY HEATING CAPACITY COP @47F EER DIMENSIONS WEIGHT ELECTRICAL NOTES WIDTH DEPTH HEIGHT VOLTS/PHASE MCA OU-1 LEVEL 1/ LEVEL 1 MITSUBISHI PURY-EP72TNU-A-BS 72,000 Btu/h 80,000 Btu/h 4.37 15.4 3'- 0" 2'- 6" 6'- 0" 519 Ib 208VAC/ 3PH 23 OU-2 LEVEL 1/ LEVEL 2 MITSUBISHI PURY-EP144YNU-A-BS 144,000 Btu/h 160,000 Btu/h 3.86 12.9 4'- 1" 2'- 6" 6'- 0" 715 Ib 460VAC/ 3PH 22 OU-3 LEVEL 1/ LEVEL 3 MITSUBISHI PURY-EP240YNU-A-BS 240,000 Btu/h 250,000 Btu/h 3.42 10.5 5' - 9" 2'- 6" 6'- 0" 918 Ib 460VAC/ 3PH 37 OU-TELEC I LEVEL 1/TELECOM RM MITSUBISHI MUY-GL12-BS 12,000 Btu/h 0 Btu/h NA 1 13 1 2'- 9 1/16" 11- 1" 2'- 9 15/32" 1 119 lb 208VAC/ 1 PH 7 PLUMBING - HEAT PUMP WATER HEATER TAG MANUFACTURER MODEL VOLUME DIMENSIONS (INCH) WEIGHT PIPE CONNECTIONS (INCH) POWER VOLTS/PHASE MOC (AMPS) NOTES RADIUS HEIGHT CW HW ET-1 AMTROL ST-12C-DD 6 gal 0'- 6" 1' - 6" 17 Ib 3/4" 0" 0 kW - - HPWH-1 AO SMITH CAHP-120 120 gal 1' - 2" 5' - 101, 620 lb 3/4" 3/4" 22 kW 208VAC/ 1 PH 67 MECH- FANS TAG MANUFACTURER MODEL FLOW STATIC PRESSURE MOTOR HP BHP VOLTS/PHASE WEIGHT NOTES EF-1 GREENHECK SQ-80-VG 180 CFM 0.5 in-wg 1/10 0.05 115VAC/ 1 PH 49 lb ON LOW SPEED 24/7. INCREASE TO HIGH SPEED ON OCCUPANCY SENSOR EF-2 GREENHECK SQ-70-VG 100 CFM 0.3 in-wg 1/15 0.02 115VAC/ 1 PH 30 lb CONTROL ON OCCUPANCY SENSOR FROM EITHER RESTROOM EF-3 GREENHECK SQ-70-VG 100 CFM 0.3 in-wg 1/15 0.02 115VAC/ 1 PH 30 lb CONTROL ON OCCUPANCY SENSOR FROM EITHER RESTROOM MECH - BRANCH CIRCUIT CONTROLLERS TAG LOCATION/SERVICE MANUFACTURER MODEL V/PH MCA NOTES BCC-1 L1 ARCHVES/ LEVEL 1 MITSUBISHI CMB-1016NU-KA1 208VAC/ 1 PH 1.82 INCLUDE GOBI II CONDENSATE PUMP. ALL UNITS TO INCLUDE ISOLATION VALVES ON ALL PIPING CONNECTIONS BCC-2 L2 CLERK FILES/ LEVEL 2 MITSUBISHI CMB-1016NU-KA1 208VAC/ 1 PH 1.82 INCLUDE GOBI II CONDENSATE PUMP. ALL UNITS TO INCLUDE ISOLATION VALVES ON ALL PIPING CONNECTIONS BCC-2S L2 CLERK FILES/ LEVEL 2 MITSUBISHI CMB-P108NU-KB1 208VAC/ 1 PH 0.87 INCLUDE GOBI II CONDENSATE PUMP. ALL UNITS TO INCLUDE ISOLATION VALVES ON ALL PIPING CONNECTIONS BCC-3 L3 CONF RM/ LEVEL 3 MITSUBISHI CMB-1016NU-KA1 208VAC/ 1 PH 1.82 INCLUDE GOBI II CONDENSATE PUMP. ALL UNITS TO INCLUDE ISOLATION VALVES ON ALL PIPING CONNECTIONS BCC-3S L3 HALLWAY/ LEVEL 3 MITSUBISHI CMB-1016NU-HB1 208VAC/ 1 PH 1.71 INCLUDE GOBI II CONDENSATE PUMP. ALL UNITS TO INCLUDE ISOLATION VALVES ON ALL PIPING CONNECTIONS 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM E C OTO P E J J to w 00 = W C) W U Lu O O 0 ®� ) 0_O O CV o TQ i ry Y_ p O a� O m PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE MECHANICAL SCHEDULE SHEET # MOO,02 RIC ergusMILLER ARCHITECTURE INTERIORS PLANNING VIZLAB a Lo M Lp CM CM N O CV CV CM W H Z_ of d w w 0 PROSPECT STREET FO-1 EEE U b 0 0 v � 0 O o W H Y � o0 ❑ o DEMO EXISTING CHILLER t CHILLED WATER LINES ARE TO BE CUT BELOW FINISHED GRADE, CAPPED AND LEFT IN PLACE \ REFRIGERANT FROM CHILLERS SHALL BE DISPOSED OF PROPERLY BUILDING ❑ o O BAY STREET n SITE PLAN - DEMO �� 3/32" = 1 '-0" ❑ ❑ ❑ 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM E C OTO P E J J toco w 00 Q = Z W U � �� 6' W ®,- wQ o C> > O = U 0� U ®� U 0-0 O CV o TQ i Y_ p O a� O PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE SITE PLAN - DEMO SHEET # ■ (1) '4{1 5j 6� RIC ergmaILLER ARCHITECTURE INTERIORS PLANNING VIZLAB DEMO - MECHANICAL ROOM EXTERIOR 1211 = 1'-0" 75 a ti M m Lp co co CV O CV m CV co W Z_ ry 0- w w Q 0 DEMO ALL CHILLER ACCESSORIES SUC EXPANSION TANKS (D.3 E MECHANICAL - DEMO - LEVEL 1 1/8" =11-0° 7 8 9 10 11 GENERAL NOTES LOCATION OF EXISTING DUCTWORK/EQUIPMENT IS APPROXIMATE. EXACT LOCATION TO BE DETERMINED IN FIELD. DEMO ALL EXISTING AHUs, VAVs, FPB BOXES AND BOILERS. REUSE EXISTING ELECTRICAL CONNECTION. ALL REFRIGERANT TO BE COLLECTED AND RECYCLED. INSPECT ALL ACCESSIBLE DUCTWORK, SEAL ANY LEAKS. (j\/'\/ INDICATES DEMOLITION H 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM E C OTO P E Z W m W 0 J J Q U U elf ry 0 n �C-0 W cy) W � � Q U� U 0 W Q 0—= U) U 0 (If 0 N � PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE DEMO PLAN - LEVEL 1 SHEET # M21 01 1 2 3 (4 j (5 L� RICEfergusmiLLEFI ARCHITECTURE INTERIORS PLANNING VIZLAB (A� (E � M M M N O CV m N M C) W H Z_ ry cl- r= w Q 0 MECHANICAL - DEMO - LEVEL 2 1 /8" = 11-011 7 8 9 cl0 11 GENERAL NOTES A. LOCATION OF EXISTING DUCTWORK/EQUIPMENT IS APPROXIMATE. EXACT LOCATION TO BE DETERMINED IN FIELD. B. DEMO ALL EXISTING AHUs, VAVs, FPB BOXES AND BOILERS. REUSE EXISTING ELECTRICAL CONNECTION. C. ALL REFRIGERANT TO BE COLLECTED AND RECYCLED. D. INSPECT ALL ACCESSIBLE DUCTWORK, SEAL ANY LEAKS. ,\.H. {- INDICATES DEMOLITION 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM EC❑TOPE Z W m W 0 DC �C.0 W M W 00 � Q U� U � W Q to U 0 0- 0 v-elf N � PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE DEMO PLAN - LEVEL 2 SHEET # M 21,0 2 M M N O CV m N M C) W H Z_ ry cl- r= w Q 0 1 3 4 5 6 GENERAL NOTES _ A. LOCATION OF EXISTING DUCTWORK/EQUIPMENT IS APPROXIMATE. EXACT LOCATION TO BE DETERMINED 6"x8" IN FIELD. B. DEMO ALL EXISTING AHUs, VAVs, FPB BOXES AND A 8"x6"- - BOILERS. REUSE EXISTING ELECTRICAL CONNECTION. C. ALL REFRIGERANT TO BE COLLECTED AND RECYCLED. D. INSPECT ALL ACCESSIBLE DUCTWORK, SEAL ANY � LEAKS. .�� 10"x 10" 1 WWI,0 �� ❑ INDICATES DEMOLITION 14x10" CAP El 14 X Cvvvv - 8x6" A ��A�A x o -- FPB-2 _ — o0 > Ix - SEE CONTINUATION ON M 21.04 D ❑ \ 8"x6" - + XX 14"x10" 30"x29" X, p \ 14"x14" Tx] ILIA \�\�\ i < / - - 6, 36"x29" 12"x10" / M --� - % &, +gyp,, "?O F 8"x10" 10"x10" 001001//i G 0 I I ,. 24"x12" RETURN GRILLE FOR PLENUM RETURN (TYP) SEE CONTINUATION 8"ff' \ Q ON M21.04 I I I I I II\\VAA 8„x8„ H = WWI' 8„x8„ W 8„x8" 8"x8 81lx8l 0 ❑ �,, 12"x10" (VV' 14"x 10" - 10"x8" ❑ 0 8„x8„ r- X FPB-2 12"x12" F- _ 10"x8" _ 0 _= o � X �i CD - 6"x6" X 1 WWI' C.0 x J 00 FPB-2 9 6"x6' 8"x6" 12"x8" 10"x8" K = 8„x6„ _ 6"W 8"W' El E F-3 MECHANICAL - DEMO - LEVEL 3 1 /8° = 11-011 7 8 9 10 11 RIC ergUWILLER ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM C' Z 0 J J J Q V V DC O 0 0. EC❑TOPE Z W m W 0 w 13. �C.0 W M 00 U� �o U W Q to U O � 0- 0 V_ Qf N � PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE DEMO PLAN - LEVEL 3 SHEET # M21.03 75 N Lp M M N O N N CO W F- Z_ ry 0- w w F- 0 1) 2 3 4 5 6 GENERAL NOTES A. LOCATION OF EXISTING DUCTWORK/EQUIPMENT IS APPROXIMATE. EXACT LOCATION TO BE DETERMINED IN FIELD. B. DEMO ALL EXISTING AHUs, VAVs, FPB BOXES AND BOILERS. REUSE EXISTING ELECTRICAL CONNECTION. A C. ALL REFRIGERANT TO BE COLLECTED AND RECYCLED. D. INSPECT ALL ACCESSIBLE DUCTWORK, SEAL ANY LEAKS. %/'X INDICATES DEMOLITION �.7 B CC D SEE CONTINUATION ON M21.03 D.3 E 71 Z� F i � Hi " —SEE CONTINUATION ON M21.03 U I � I I X 1 _- i K MECHANICAL - DEMO - MEZZ 1 U 1 /8" = 1'-011 7 8 9 10 11 RIC ergmaILLER ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM E C OTO P E C� Z w PF _ J m Q J J to w 00 Q Z U � � z W �� W wQ 0 = 0� U ®� ) 0-o Q�OC-4 C:) V � Y_ 0 0 a� 0 m PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE DEMO PLAN - MEZZANINE SHEET # M 21,04 CF G MECHANICAL - LEVEL 1 1 /8" = 1'-0" (-2 3 4 ("'-5 3'-3" T" OU-TELEC OU 1 OU-2 OU 3 Ld 1 \ 120 CFM CONNECT TO EXISTING DUCTS M23.01 � c x EH 1 14"x14" I I T - 30 C F M 120 CFM EXISTING DUCTS NINE 40 CFM 20 CFM MOVE EXISTING DIFFUSER INTO HALLWAY. ADD NEW/LONGER FLEX DUCT AS NEEDED 20 CFM i 2; 20 CFM 20 CFM 20 CFM 30 CFM IHP-LOBBY.1 IHP-INTER 20 CFM IHP-SGT �25 CFM �X CONNECT TO EXISTING DUCTS �ox 0 CFM 0 CFM � 70 CFM 100 CFM -�-25 CFM IHP-BREAK SHEET NOTES 1 1" SOUNDLINED TRANSFER BOOT WITH TWO ELBOWS, SIZED FOR 400 FPM. SEE 4/M31.01 2 18"x18" MIN ACCESS DOOR 3 INSTALL LOCK BOX OVER THERMOSTAT IN HOLDING ROOM GENERAL NOTES A. LOCATION OF EXISTING DUCTWORK/EQUIPMENT IS APPROXIMATE. EXACT LOCATION TO BE DETERMINED IN FIELD. B. ADD BALANCING DAMPER TO ANY SUPPLY DUCT OUTLET WITHOUT MEANS OF BALANCING. REPAIR AND SEAL ALL EXISTING DUCT LEAKS. IHP-RECEPT RETURN GRILLE FOR PLENUM RETURN (TYP) ---100 CFM '-7-70 CFM IHP-W ORK.1 IHP-CON F.1 T 15 CFM DT-1.3 35 CFM IHP-DETECT 25 CFM III© IHP-CHF.ASST IHP-CHIEF D 25 CFM 40 CFM I I I I I I© 45 CFM El n- 15 CFM CONNECT TO EXISTING DUCT DT-1.6 T p2 IHP-HOLD 8"x6" 20 CFM CC CONNECT TO Tc- 3 EXISTING DUCT _ 20 CFM DT-1.5 ' �6co +0 50 CFM CONNECT TO EXISTING DUCT 30 CFM IHP-OFFICERS 45 CFM; T 02 30 CFM 50 CFM • E F-1 10 0 CFM )Jljf 50CFM IHP-EVID RIC�2YguSMILLER ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM EC❑TOPE Z w PF J J J Cn >- wG0 C.0 00 Q = Z W � U UJI i� � W U w 0 Q > 0 `) C U C> 0 o Y� C-0 N 0 i LL 0 0 0 PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE MECHANICAL - LEVEL 1 SHEET # M21 ■ RIC�2YguSMILLER m L0 MF M C N C O c CV < m C N c M C F C) c C W c H Z_ S c � I cl— i w w ; � s o � MECHANICAL - LEVEL 2 1 /8" = 1'-O" ul L ZONE 2.12 20 CFM 20 CFM IHP-CLERK 15 CFM IHP-ASST.CLERK 20 CFM 15 CFM 15 CFM IHP-TREAS IHP AUDIT IHP-LAN.MGR IHP-ASST.TRES 20 CFM 15 CFM V V \ �0 ' ❑ �_ 1 100 CFM DT-2.4 BCC 2 15 CFM IHP-CLK.FILE 35 CFN T F L fl1 DT 2.1 �r DT-2.2 CO 77 DT-2.3 IHP-BILL 15 CFM � J DT-2.5 20 CFM T 125 CFM Q T- 35 \��\\ I I I I I L, I111 \\ ? I I N" ❑ 1, r1] I I - - - DT-2.6 20 CFM IHP-ClTY.ADMIN -_- X DUCTS FROM ERV-2 IHP-WORK.RM LOCATED IN MECH ROOM 15 CFM 40 CFM I CDT-2.71 45 CFM- IHP-ENGR.CC DT-2.8 50 CFM +`O 10 CFM 50 CFM 45 CFM 45 CFM 15 CFM S,/ 10"x8" A IHP-CAD IHP-ENGR SHEET NOTES 1 18"xl8" MIN ACCESS DOOR GENERAL NOTES A. LOCATION OF EXISTING DUCTWORK/EQUIPMENT IS APPROXIMATE. EXACT LOCATION TO BE DETERMINED IN FIELD. B. ADD BALANCING DAMPER TO ANY SUPPLY DUCT OUTLET WITHOUT MEANS OF BALANCING. REPAIR AND SEAL ALL EXISTING DUCT LEAKS. FOR N (TYP) ONNECT TO EXISTING DUCT DD BALANCING DAMPER IHP-FILES 8 J EXISTING -150 CFM O T Oz IHP-W ORK.2 DT-2.1 tea. 20 CFM \ - 150 CFM 17 15 CFM IHP PLAN OCFFM 15 CFM IHP-ASST.PLAN -15 CFM -40 CFM IHP-ST.CON F IHP-ASST.ENGR -15 CFM 20 CFM H ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM EC❑TOPE Z PF J Cn >- w00 `0 Q z Z Lu � U UJI � � � W � U) U wQ 0 U 0-0 � O N 0 TQ i O O O a. PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE MECHANICAL -LEVEL 2M21 SHEET # ol 2 RIC�2YguSMILLER 70 CFM 65 CFM 15 CFM IHP-HALL.1.3 15 CFM [� y —6"xF J 15CFM---' 20 CFMJ DT 3.1 DUCTS FROM ERV-3 LOCATED IN MECH ROOM u RETURN GRILLE FOR PLENUM RETURN (TYP) (4 6( 90 CFM I 40 CFM 30 CFM \ ,7O 40 CFM O,, 12"x10"!- IHP-SIG T C O EH-3 �o o+ SEE CONTINUATION ON M21.14 40 CFM O \, 12"x10" ,70 40 CFM IHP-W ORK.3 15 CFM 15 CFM �� IHP SIGN.2 \ T 20 CFM 15 CFM ZONE 3.8 Z IHP-W ITN )NE 3.9 15 CFM MECHANICAL - LEVEL 3 1 /8" = 1'-0" GENERAL NOTES A. LOCATION OF EXISTING DUCTWORK/EQUIPMENT IS APPROXIMATE. EXACT LOCATION TO BE DETERMINED IN FIELD. B. ADD BALANCING DAMPER TO ANY SUPPLY DUCT OUTLET WITHOUT MEANS OF BALANCING. REPAIR AND SEAL ALL EXISTING DUCT LEAKS. SHEET NOTES 1 MOVE EXISTING DIFFUSER WEST TO OTHER SIDE OF DUCT 2 18"x18" MIN ACCESS DOOR 3 UNIT LOCATED ON WALL ABOVE ENTRANCE 7 8 9 (10) (11 70 CFM 90 CFM (TYP-5) 10 CFM \K ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM EC❑TOPE Z w PF J J J Cn >- w00 C.0 Q = Z W � U UJI i� � W U w 0 Q C> > O `) U p� U 0:� 0 DC O N 0 TQ i w p 0 O PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE MECHANICAL - LEVEL 3 SHEET # 21ml 2 3 5( 6 RIC�2YguSMILLER MECHANICAL - MEZZ 1 1 /8" = 1'-0" RETURN ACTS AS PLENUM I SURROUNDING COUNCIL Cl SPACES BELOW MEZZANINE OPENING FOR RETURN AIR GENERAL NOTES A. LOCATION OF EXISTING DUCTWORK/EQUIPMENT IS APPROXIMATE. EXACT LOCATION TO BE DETERMINED IN FIELD. B. ADD BALANCING DAMPER TO ANY SUPPLY DUCT OUTLET WITHOUT MEANS OF BALANCING. REPAIR AND SEAL ALL EXISTING DUCT LEAKS. ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM C' Z w PF EC❑TOPE E �� DT-3.3 ERV-COURT � M W CONNECT RETURN TO EXISTING DUCT LEADING TO CEILING SPACE 250 CFM IHP-COURT ABOVE COUNCIL CHAMBER �i C.0 C.0 = w o SEE FOR �< CONNECT ERV AND IHP SUPPLY TO PLENUM BOX = W U U Q SIZE DUCT SIZES CONNECT EXISTING DUCT TO PLENUM BOX CONNECT TO EXISTING m Q 1..� w 0 Q v 0 �_ U 0� _ p� U 0 24"x14" RETURN DN C-0 250 CFM Q 0 CV 0 DT-3.5 C SEE CONTINUATION ON M21.13 �24" O x 14" UP 0 n Y� O I I PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE MECHANICAL - MEZZANINE SHEET # M21 ■ RIC ergmaILLER ARCHITECTURE INTERIORS PLANNING VIZLAB MECHANICAL - M E Z Z 3 75 a Lo Lp Lp co M CV O CV m CV co W Z_ ry 0- Lu Lu Q 0 GENERAL NOTES A. SUPPLY, RETURN AND EXHAUST DUCTWORK IN NON -INSULATED SPACES SHALL BE INSULATED TO MINIMUM R-11 B. PLENUMS SHALL BE INSULATED TO R-19 C. ALL RECTANGULAR DUCTWORK INCLUDE TURNING VANES D. ALL BALANCING DAMPERS LOCATED IN INACCESSIBLE LOCATIONS SHALL BE PROVIDED WITH REMOTE ACTUATOR 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM E C OTO P E 4) CD Z 4J J � J � m Q J W I- C-0 J Lu M � � az Lu 00 �U� zw v �Q 24"x14"UP&DN 0 LV 0 [)f Lu > Q U z o Z o v H�� U o � o No LOUVER: FA ry Y_ p ® n w m MECHANICAL - MEZZ 2 1 /8" = 1'-0" PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE MECHANICAL - MEZZANINE 2& 3 SHEET # M 21,15 M M CV O CV m CV M C) W H Z_ ry cl- r- w Q 0 �A A.7 REFER PIPE UP SHEET NOTES 1 ADD ISOLATION VALVES ON ALL REFRIGERANT PIPING CONNECTED TO BCC UNIT 2 18"x18" MIN ACCESS DOOR 3 SEE 7/M31.01 4 3/4" CONDENSATE DN. CONNECT TO SINK TAILPIECE. SEE 4/M31.02 GENERAL NOTES A. REFRIGERANT PIPING SHALL BE INSULATED WITH MINIMUM 1" PIPING INSULATION, INCLUDING WHERE SUPPORTED B. ALL PIPING SHALL BE PRESSURE TESTED C. REFRIGERANT PIPING CONNECTIONS SHALL BE BRAZED CONNECTIONS ONLY D. ALL CONDENSATE PIPING IS 3/4" UNLESS STATED OTHERWISE RicEfergusmiLLER ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM C' Z w PF EC❑TOPE '7"'-T 7 E IHP-RECEPT IHP-CUST .r J Cn >- � f M w00 Q Z — w rn F Z LJ.I LLJ f � ,� IHP-WORK.1 LLJ / _-�---.�-�-�-� IHP CONF.1 > Q U) = i O = 0 r •. o / j f •�► /' ' �/ cfl 04 IHP-LOBBY.1 � / / f 4 -- L �f � •. II DC IHP-INTER O % IHP-SGT �• I 0 U �•• I MECHANICAL - LEVEL 1 - REFRIGERANT PIPING PLAN 1/8" = 1'-0" 7 11 -01 --4) —(K) PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE REFRIGERANT PIPING PLAN - LEVEL 1 SHEET # M21 21 �C M O = O j M C N C O C CV < m C N C M C F C) C C W [ H Z S w r- u Q= o� A)— 1 IHP-TREAS IHP-AUDIT H1 � I' -� REFER PIPE UP !I IHP-CLERK__ F- L II 1111 it REFER PIPE DN III IIII II 2 1 BCC-2 f�ll IIII �: I IIILL_� IHP-ASST.CLERK I II I L ---- I I IHP-LAN.MGR IHP ASST.TRES REFER PIPE DN P V �I IHP-CLK.FILE �IIEI I IHP-MAYOR IHP-CITY.ADMIN 6 IHP-L0BBY.2.B SHEET NOTES 1 ADD ISOLATION VALVES ON ALL REFRIGERANT PIPING CONNECTED TO BCC UNIT 2 18"x18" MIN ACCESS DOOR 3 3/4" CONDENSATE DN. CONNECT TO SINK TAILPIECE. SEE 4/M31.02 GENERAL NOTES A. REFRIGERANT PIPING SHALL BE INSULATED WITH MINIMUM 1" PIPING INSULATION, INCLUDING WHERE SUPPORTED B. ALL PIPING SHALL BE PRESSURE TESTED C. REFRIGERANT PIPING CONNECTIONS SHALL BE BRAZED CONNECTIONS ONLY D. ALL CONDENSATE PIPING IS 3/4" UNLESS STATED OTHERWISE F f / �\\`•• � IH -FILES G IHP-ENGR.CONF I / 3 I ,I • % I� I� j- �'- '- �' IHP-ASST.PLAN IHP-LOBBY.2.A`� II-`-- :i IHP-WORK.2 LL III � � IHP-ST.CONF HirlIHP-TELEC IIHP-ASST.ENGR �JXGBCC-2S X III IHP CAD rL- I�i 1 II _I - it - K II I I MECHANICAL - LEVEL 2 - REFRIGERANT PIPING PLAN -/ 1 /8" = 1'-011 8 9 10 RIC�2YguSMILLER ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM EC❑TOPE C' Z w PF J m Q J J Cn >- wco C.0 00 Q = Z W — U w� i� rn W U w 0 Q > 0 Q = U)z 00 — V 0-0 Y� C-0 Q 0 N0 V w 0 0 0 PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE REFRIGERANT PIPING PLAN - LEVEL 2 SHEET # 21,2 RicEfergusmiLLER ARCHITECTURE INTERIORS PLANNING VIZLAB ti 0 0 0 M N O CV m N M in W H Z ry cl- r- w 0 RE MECHANICAL - LEVEL 3 - REFRIGERANT PIPING PLAN 1/8" = 1'-0" 4 SHEET NOTES 1 ADD ISOLATION VALVES ON ALL REFRIGERANT PIPING CONNECTED TO BCC UNIT 2 18"x18" MIN ACCESS DOOR 3 3/4" CONDENSATE DN. CONNECT TO SINK TAILPIECE. SEE 4/M31.02 GENERAL NOTES REFRIGERANT PIPING SHALL BE INSULATED WITH MINIMUM 1" PIPING INSULATION, INCLUDING WHERE SUPPORTED ALL PIPING SHALL BE PRESSURE TESTED REFRIGERANT PIPING CONNECTIONS SHALL BE BRAZED CONNECTIONS ONLY ALL CONDENSATE PIPING IS 3/4" UNLESS STATED OTHERWISE 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM EC❑TOPE J J Cn >- w00 C.0 Q = Z W — U w� i� rn W> U w 0 Q O < = 0a� 0 p� U 0-0 DC � � O N0 TQ i ry w O O n H 0 PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE REFRIGERANT PIPING PLAN - LEVEL 3 SHEET # M 21,2 3 RicEfergusmILLER ARCHITECTURE INTERIORS PLANNING VIZLAB DIAGRAM SYMBOL LEGEND DISPLAY DESCRIPTION -/« POWER WIRE CONTROL WIRE R F. PIP PIPING AND CINTROLS SYMBOL BRANCH PIPE MODEL NAME J1 CMY-HNS-51 JC CMY-R305S-51 J3 CMY-R306S-5 SYMBOL LIQUID PIPEIGAS PIPE SIZE Fl 11 112 P8 1 518 1 3/4 P3 318 1 P4 1 718 1 1-118 SYMBOL MODEL NUMBER CR PAC-YT53CRAU-J BACnet 00 0 0 0 M N O CV m N M in LU H Z_ ry Cl- w 0 TW-50A 0 100-240V 16-2 AWG(S 3N 208-230V/60Hzz FUSE ❑U-1 PJRY- LP72TNU-A L1L2L3 T B � S} T E33 G I SW4 Function 935 LN for High Heating performance node IP2 I I J1 10 BCC-1 CMB-P1016NU-KA1 SEE SHEET M22.02 FOR CONTINUATION I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L--------------------------- IIIIIIIIIII L------------------------------------------------------------------- �IIIIIIIII------------------------------------------------- -----------� I ------------------------------------------------ -- - - - - -� I I I I I IIIIIII L------------------------------------ - -- - -- I I N I IIIII-------------------------------I I I I I I I 208-230V FUSE ------------------------ I I � � I L_ I----------� � IPl P— ------ 1 — — — — — P1 lP1 IP1 IP1 P1 IPi IP1 1P1 IP1 P1 IFI 1pl I NC NPi,---12V'2M-V-E 2aU2ov 208-230 r2h 230 r218 2MY i ir ri rV'C' I I 1 1 1 1 1 1 I I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II H P- C U S T I II H P- B R E A K, IIHP-CHF,ASST 1 II H P- C H I E F. IIHP-MNF,1 1 ,IHP-DETECT ,IIH P - E V T D I ,IH P - H❑ L D I IIH P - T N T E R, jHP-L H I 1 IIHP-OFFICERS 1 IIURFUT , ,IH P - S G T , ,IHP-WURK,1 0 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM Z 0 J I J J Q 9- EC❑TOPE Z W m W 0 w W� �C.0 W CM 00 U� U � W Q to U O 0- O v- N � PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE PIPING SCHEMATIC 1 SHEET # M22,01 RicEfergusmILLER ARCHITECTURE INTERIORS PLANNING VIZLAB SEE SHEET M22.01 FOR CONTINUATION 3� 460V/601dz FUSE ❑U-2 PURY— EP144YNU—A IOU-21 d4 Function 935 UN for High Heating performance node C� � I — — — — — — J 14 I it BCC-2 BCC-2S CMB—P1016NU—KAl—BV CMB—P108NU—KBI—BV 16-2 AWG S TB2 066 P P3 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TB2 0e0 2cor2 TB G 2core TB G 1 2 3 4 5 6 7 8 9 1C 12 13 14 15 16 _ I I I I I I I I I I 1 2 3 4 5 6 7 8 I I I I I I I I I I I I I 11 1 1 1 1 1 1 1 1 I I I I I L---------------------------------------------------------------------------- - I I I I I I I I L---------------------------------------------------------------------- 1 I I I I I I I I I I I I I I L-----------------------------------------------------------------� I I I I I I----------------------------------------------------------- I I I I I I I I I I I I I I I I —----------------------------------------------------- I I I I I------------------------------------------------ I I I L------------------------------------------ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L------------------------------------I I I I I I I I I I I I I I I L------------ ------------------------ 1 N I I I I I------------------------------� I I I I I I I I N I I I I I I ------- I 2a8-23( I I I L----------------- — — 1 I 1 1 1 I A8-230V FUSE I — — — — — — — — — — — — — — — — — — — — — — — — I I I I----------------- , I I I IP1 11 L----------- � 1 Plt_ _ — — — — P1 1pl IP1 IP1 1 P1 I P1 I 1P1 I IP1 1 IPl I Pl I Pi I 1P1 I 1P1 I IF1 II L----------- Plt_ — — — — — P1 lP1 IP1 IP1 IP1 P1 1 I 1 I 1 I I 1 1 I 1 I I I 1 1 I 1 I 1 1 I N 2a$-23aU IN 2(8-23aPSE 1N �8-23aV I I IN IN IN 1N 208`23aV 208-23aV 2�8-23aV 2 8-23aV 1N 2¢8-23aV I IN 2a$-23aU I IN 208-23aU IN 2¢8-23aV IN 2�8-23aV 1N 2)8-23aV I IN 208-23aV I IN 2Q8-230V IN 2($-23aV IN 2�$-23aV I 1N IN 2 8-23( 2L48-23aV I IN Zfl$-230V IN 2 $-23aV IN 2i8-23aV IN 2 8-230V I I FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE L1L2 G L1L2 G L1L2 G L1L2 G L1L2 G L1L2 G L1L2 G LiL2 G L1L2 G L1L2 G L1L2 G L11 G L1L2 G L1L2 G L1L2 G L1L2 G L1L2 G L1L2 G L1L2 G L1L2 G L1L2 L1L2 G 015016 — 017 _ 018 — 019 — 020 — 021 _ 022 023 C24 — C25 — 026 — C27 — C28 — 029 — 030 031 032 033 — 034 _ 035 — C3 T 037 LP16 Gpl7 LP18 5P19 GpN Gp21 5P22 Gp23 Lp24 Lp25 GP26 LP21 Gp28 GP29 5P30 GP31 LP32 5P33 Gp34 UP35 Gp' TB5 TB15B5 TB15 TB5 T815 TB5 TB15 T35 T315 TB5 TB15 TB5 TB15 TB5 TB15 TB5 TB15 TB5 TB15 TB5 T315 TB5 TB15 TB5 TB15 TB5 T815 TB5 TB15 TB5 TB15 T85 TB15 TB5 TB15 TB5 T315 TQ5 TB15 TB5 TB15 TB5 TB6 TB5 TB15 PLFY- PLFY- PLFY- PLFY- PLFY- PLFY- PLFY- PLFY- PLFY- PLFY- PLFY- PLFY- PLFY- PLFY- PLFY- PLFY- PLFY- PLFY- PLFY- PLFY- PLFY- P05NFMU-E PCBNFMU-E P08NFNU-E P05NFMU-E P05NFMU-E P08NFNU-E P05NFMU-E P08NFMU-E L-E PC5NFMU-E P05NFMU-E P05NFMJ E P08NFMU-E F05NFMU-E [PLFY- P05NFMU-E PHNFMU-E P05NFMU-E P08NFMU-E P05NFMU-E P08NFMU-E P05NFMU-E P05NFMU-E Pl2NFMU-E 22�16-2 AWG 22-Ifi 2 P1NC 22-I6 2 ANG 22.16 2 hWC 22-1fi 2 kINC 22-16 2 dWC 22 I8 2 kWC 22-16 2 NIG 22�18 2 AWG 22-16 2 NMC 71-16 2 NWC 22�Ifi 2 AwG 22.16 2 AWC 22 I6 2 kWC 22-16 2 22�16 2 A1fG 22�16 2 AWG 22-Ifi 2 NMC 12•I6 2 pNG 22�I6 2 hYC 22-162 �IMC 12 i6 2 AWC Cyi CR CP Il CR Mll CR CR CR 11 w 1: CR CR CR Cml CR CP Cl CR wil CR 1 1 1 1 I 1 1 1 I 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 f 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 I ,IHP-ASSTLERK 1 IN -LOBBY 1I H P M A Y❑ RI IHPIA ST,TRES IIH P — A U D I T I IIH P BILL , ,IH P — T R E A SI 1IHP-CITYAIIMIN 1 1I H P —CLERK ALCEK,FILE ,IIHP-ENGR,CENF 1 IIHP-WERKRM 1 1IHP-HALL2 1 1IHP-EANAGR 1 ,IHP-LIBBY.2A 1 1I H P— F- I L E S I IIHP-ASSI,PLAN 1 11 H P P L A N I AP-STOF 1 ,I H P— E N G R I IIHP RK,P 1 ]HP-ASSHNGR 1 ,I H P— C A D 0 0 0 M N O CV M N M in LU H Z_ ry Cl- r— w 0 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM Z 0 J J J Q 0 Q Z V 0 0 a. EC❑TOPE Z W M W 0 w G0 W CM W 00 � Q U 0 W Q to U O 0- O t- N � PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE PIPING SCHEMATIC 2 SHEET # M 22.02 RIC�2YguSMILLER PIPING AND CENTRLLS SYMBOL BRANCH PIPE MODEL NAME J1 CMY-R30 S-G1 J2 CMY-R3C5S-GI J3 CMY-R306S-G SYMBOL LIQUID PIPE/GAS PIPE SIZE P1 1/4 1112 3/8 5//8 P3 / / 3/4 P4 1 7/8 / 1-3/8 P5 / 1-1/8 / 1-3/8 SYMBOL MODEL NUMBER CR PAC-YT53CRAU-J BACnet E o_ o� o: M < N [ O E CV < M N M < F C [ Lu [ H ry Z_ c w i 4 100-240V 16-2 AWG(S N 208-23 N 208-23 3r� 460V/60Hz FUSE ❑U-3 PURY- EP240YNU-A L1L2L3 T B C5] EOU-31 T 33 G SW4 Function 935 ON for High Heating performcrce mode (S) I — - - - - - - J IP5 P4 Pipe Sizing Notices only the line segment that exceeds P13 f t requires an increase in size to 1 1/8 I J1 BCC-3 CMB-PI016NU-KAI-BV 16-2AWGS TB2 052 40—-------------------------------------------------------------------------------------------- 7core TB G 2core 1� 208-230V/60Hz FUSE BCC-3S CMB-P104NU-KBI-B TB2 067 TB 1 G 1 2 3 4 5 6 1 1 1 1 1 1 7 8 9 1 1 1 10 11 1 9 1L 13 14 15 16 1 1 1 1 1 i I c I 1----- I I I I I I _IIIIIIIIII1III------------------------------------------------------------------------------- I I I I I I I I I I I I I r----- — I IIIIIIIIIIII �------------------------------------------------------------------------ I I I I I I I I I I I I I I L__________________________________________________________________- I I �IIIIIIIII -------------------------------------------------------------� I IIIIIIIII_ — ——--———— ———--—— ——————-- ——————— ——---——— ————--— ——— — — — — — — N I I I I I I I IIIIIII L---------------------------------------- I I I I I I I I I IIIIII L------------------------------------ I I I I I I I I I I I I [ I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - I I I I I I I N I — I I -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — 1 I I I I I I I I 2Q$-230V FUSE I IP1 II L---- IP1 w_ — — — — — P1— -- -- — 1P1 IP1 I IP1 I IP2 I P1 I IP1 I IP1 I IP1 I Pi I P1 I IP1 I IP1 I IP1 I IP1 I IP1 IN IN 2�$-230V 2�$-230V IN 2�8-230V IN 20$-230V IN 2I8-23DV IN 2�8-230U IN 2($-230V IN 20$-230U IN 2�8-230U IN 2�$-230U IN 2�$-230V IN 2�$-230V IN 2a$-230V IN 20$-23QV IN 2$-230U IN 2¢$-23QU IN 2�8-230V I FUSE2 FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE FUSE G L1L2 G L1L2 G L1L2 G L1L2 G L1L2 G L1L2 G U L2 G L1L2 G L1L2 G L1L2 G L1L2 G L1L2 G L1L2 G L1L2 G L1L2 G PUSE L1L2 GL2 G 001 _ 002 003 - 004 CC5 _ 006 = 007 - 008 _ 009 _ 010 _ 011 = 012 _ 013 _ C14 _ 015 _ 016 _ 017018 = GPI. 62 GP3 GP4 GP5 Gpf� Gp7 GP8 GPI GPI Gp11 GP12 Gp13 Gpl4 GplS Gpl6 G�l7 GPI TB5 TB15 TB5 TB15 -F TB5 TB15 TB5 TB15 TB5 TB15 TB5 TB15 TB5 TB15 TB5 TB15 TB5 TB15 TB5 TB15 TB5 TB15 TB5 TB15 TB5 TB15 TB5 TB15 TB5 TB15 TB5 TB15 TB5 TB15 TB5 TB15 PLFY- FrI PLFY- PLFY- � IFLFY- PLFY- FPEFY- PLFY- FPLFNYF-� PLFY- 7PLFNYF-t ]--FPLFNY�-� FLFNYF-� PLFY- PLFY- PLFY- PLFY- PLFY- I I P05NFMU-E U-E P12NFMU-E P12NFMU-E F05NFMU-E P12NFMU-E AU-E3 P05NFMU-E U-E P08NFMU-E U-E U-E U-E P12NFMU-E P05NFMU-E P05NFMU-E P08NFMU-E P05NFMU-E CR CR CR CR CR CR CR CR CR CP CR CR CR CR CR CR CR CR Y 1 1 1 1 1 1 1 1 I I 1 1 1 1 I I 1 1 1 1 1 1 l I I 1 1 1 1 1 1 f l f ,IHP - A T T Y , ,IHP-CJNFA , ,1HP-CCUNF,B , ,1HP-NERK ,IHP -CCTV , ,IHP-CNF.3 , ,IHP - C ❑ U R T, ,IHP-CR>,CLK , ,IHP-HALL1,3 , .IHP-HALL23 , ,IHP - J U D G E, ,IHP -JURY , ,IHP-L1BEY2A , ,IHP-LGBBY.3.B , ,IHP-SIGN.1 , ,IHP-SIGN22 , ,IHP - W I T N , ,IHP-`�ORa CCU-TELEF PUY- Al2NKA7 [DU-TELEC] N/A E P1 I I G N/A _ TB5 GPO PLA- Al2EA7 CR ,IHPTELEC, ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM E C OTO P E Z J m Q J J tl) w C.0 cfl 00 Q = Z W U UJI i� � W U w 0 Q > 0 = ` ) U C> p� U 0 '0 C�0 Q 0 N0 F— V 0 0 0 PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE PIPING SCHEMATIC 3 SHEET # M22,03 Lu o < RIC�2YguSMILLER DA 3 B EXHAUST PLENUM 24"x84"x132" MD-ERV.2.E MD-ERV.3.E X 00 N ERV-2 / / / / a� MECHANICAL ROOM - ENLARGED PLAN 1 /4" = 11-011 INTAKE PLI 12"x24"x24' INTAKE LO 2.3 SF NFA VRF CONTI 3D - ERV-2 EXHAUST LOUVER: INTAKE PLENUM: 6.44 SF NFA 12"x24"x24"� MD-ERV.1.E O INTAKE LOUVER: INTAKE PLENUM 2.3 SF NFA 12"x24"x24" q-DBACKDRAFT 2 MD- .l v.olVRF CONTROLPANELS MPER 18"x18" 32"x 18" 18"x18" We INTAKE LOUVER: 4.15 SF NFA a ISOLATION DAMPER HPWH-1 O ET 1 0"x20" 3D - ERV-1 CONNECT TO EXISTING SUPPLY DUCT 3D - ERV-3 ISOLATION ^ ^ ""^�^ CONNECT EXHAUST TO EXISTING EXHAUST PLENUM ISOLATION DAMPER CONNECT OUTSIDE AIR DUCT TO OUTSIDE AIR DUCT COMING FROM ERV-3 INTAKE LOUVER: 4.15 SF NFA INTAKE PLENUM: �12"x24"x24" ISOLATION DAMPER CONNECT TO EXISTING RETURN DUCT fln KIAICllT-rn CVLJ AI ICT P'31 CAII IRA GENERAL NOTES A. SUPPLY, RETURN AND EXHAUST DUCTWORK IN NON -INSULATED SPACES SHALL BE INSULATED TO MINIMUM R-11 B. PLENUMS SHALL BE INSULATED TO R-19 C. ALL RECTANGULAR DUCTWORK INCLUDE TURNING VANES D. ALL BALANCING DAMPERS LOCATED IN INACCESSIBLE LOCATIONS SHALL BE PROVIDED WITH REMOTE ACTUATOR SHEET NOTES 1 SEE 6/M31.01 2 SEE 1/M31.02 3 MAINTAIN CLEARANCE FOR EXISTING SPRINKLER VALVES AND RISER CONNECT TO )LIVER (SEE :D PLAN) CONNECT TO EXISTING RETURN CONNECT TO EXISTING SUPPLY ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM EC❑TOPE Z w PF _ J J J Cn >- w00 C.0 Q = Z W — U w� i� rn W> U w 0 Q O < = 00 U 0:� 0_ 0:� 0 I.L C�0 0 N0 TQ i ry w O O n O PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE MECHANICAL ROOM - 3D SHEET # M23,01 ERV SUPPLY UP T IN CLOCK TOWER 3D - MEZZANINE 75 a 77 0 co CV O CV m CV co w z ry a w Lu Q 0 BACKDRAFT DAB CONNECT IHP St TO PLENUM BOX BACKDRAFTDAN ON ERV SUPPLY RETURN DUCT D PLENUM BOX (36"x84"x48")- CONNECT ERV S TO PLENUM BOX 3D - MEZZ - ERVs GENERAL NOTES A. SUPPLY, RETURN AND EXHAUST DUCTWORK IN NON -INSULATED SPACES SHALL BE INSULATED TO MINIMUM R-11 B. PLENUMS SHALL BE INSULATED TO R-19 C. ALL RECTANGULAR DUCTWORK INCLUDE TURNING VANES D. ALL BALANCING DAMPERS LOCATED IN INACCESSIBLE LOCATIONS SHALL BE PROVIDED WITH REMOTE ACTUATOR r�1\0IV0 �i uR.�u 01 1 lmv�r01I lIN r IV 000 M,IN T1q 'LENUM BOX ) PLENUM BOX RIC(rgmaILLER ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM in J m I J J Q E C OTO P E t/) Z W m W 0 U U elf LL 0 n �C-0 W cy) W � � Q U 0 W Q 0—= � O U (If0- 0 N � PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE M EZZAN IN E - 3D SHEET # M23,02 RIC�2YguSMILLER SERVICE SHUTOFF VALVE (TYI MANUAL AIR BLEED VALVE EARTHQUAKE STRAPPII PER UPC AT 1/3 POINTS HOT WATER STORAGE TANK DETAIL 12" = 1'-0" OUTDOOR CONDENSOR UNIT MOUNT PER MANUFACTUREI SPECIFICATION. INCLUDE DRAIN P) AND ROUTE CONDENSATE APPROVED LOCATI( MOUNT UNITS HIGH ON WA f] 44 1"IQIII ATIn"I 1ACKET ATER HEATER 4PPED FITTING ; P RELIEF VALVE (TYP) DUTE TO APPROVED LOCATION �ERMO WELL MPERATUREPROBE INSULATED PIPING CONNECTION (TYP) 3 RIGID INSULATION ALL PER ARCH REFRIGERANT LINES TO INDOOR UNIT ROUTE CONDENSATE LINE TO INDIRECT DRAIN OR APPROVED LOCATION NOTE: 1. EQUIPMENT SUPPORT AND CONNECTION TO BE DESIGNED AND STAMPED BY A LICENSED WASHINGTON STATE ENGINEER SUBMITTED AS A DEFERRED SUBMITTAL WALL HUNG OUTDOOR UNIT DETAIL 12" = 1'-0" "OUNT TO ROOF/CEILING ;CORDING TO 4NUFACTURER'S STRUCTIONS ,CH FOR DETAILS NEOPRENE VIBRATION ISOLATORS, SIZED FOR 1/2" TOTAL STATIC DEFLECTION 1/2" THREADED ROD, TYPICAL HVAC UNIT LOCK NUT, TYPICAL NOTES: 1. EQUIPMENT MOUNTING AND CONNECTION AND SEISMIC RESTRAINTS TO BE DESIGNED AND STAMPED BY LICENSED WASHINGTON STATE ENGINEER AS A DEFERRED SUBMITTAL VIBRATION ISOLATION 1 211 = 1'-0" EXPANSION SPACE: 1/2" MIN AT TOP, 1/4" MIN EACH SIDE BOLT OR TACK WELD ANGLE TO SLEEVE ON 6" CENTERS. DO NOT FASTEN ANGLE OR SLEEVE TO WALL a a a 1--------------------------- ACCESS DOOR AS REQUIRED ° TO SERVICE FIRE DAMPER a FIRE DAMPER/ACTUATOR IF PENETRATES FIRE -WALL SOUND -LINED ACOUSTIC TRANSFER BOOT 12" = 1'-0" 0 AIR INLET/OUTLET FROM TRANSFER BOOT, SIZED AT 400 FPM MAX ---------------------------- L RECTANGULAR DUCT 4' LONG MINIMUM ACOUSTIC TRANSFER BOOT, SEE PLANS FOR SIZING 1" ACOUSTIC LINING 9 GENERAL NOTE: 1. PROVIDE VRF OUTDOOR UNIT BASE DESIGN AS A DEFERRED SUBMITTAL. DESIGN SHALL BE STAMPED BY A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER. NUMBER NOTES: 1. PROVIDE STRUCTURAL INTERSTITIAL ANGLE IRON MOUNTING MEMBER OR SIMILAR ATTACHED DIRECTLY TO BOTTOM OF UNIT MOUNTING FLANGE AND PROVIDE CROSS BRACING FOR RIGIDITY. ENSURE IT CARRIES FULL MOUNTING FOOT WIDTH ON UNIT. FINAL SPECIFICATION OF MEMBER BY STRUCTURAL ENGINEER OF RECORD. 2. PROVIDE BRAIDED COPPER FLEXIBLE CONNECTOR, R410A RATED, 650PSI MAX WORKING PRESSURE, PACKLESS INDUSTRIES OR EQUAL ON ALL MAIN PIPING DOWNSTREAM OF TWINNING KITS/CONVERGING FITTINGS PRIOR TO PENETRATION THROUGH CONCRETE. 3. PIPE CURB, FLASHED AND SEALED WATER TIGHT, PROVIDE FLEXIBLE WATER TIGHT COLLAR TO ALLOW FOR MOVEMENT WHERE PIPE ENTERS CURB. DO NOT ENTER PIPE CURB FROM VERTICAL DIRECTION. COORDINATE OPENING WITH GENERAL CONTRACTOR. 4. TYPICAL BASE SUPPORT POSTS, SECURELY ANCHORED TO CONCRETE PAD, QUANTITY, SIZE, AND CARRYING CAPACITY DETERMINED BY STRUCTURAL ENGINEER OF RECORD. 5. STRUCTURAL ANGLE IRON BASE MOUNTING FRAME WITH CROSS MEMBERS FOR RIGIDITY - FINAL SIZING BY STRUCTURAL ENGINEER OF RECORD. 6. VIBRATION SPRING SLR TYPE ISOLATORS (MASON INDUSTRIES OR EQUIV.) WITH RUBBER BASE PADS, SECURELY FASTENED TO STRUCTURAL BASE AND TO VRF UNIT INTERSTITIAL SUPPORT STEEL. SPRING ISOLATOR TO PROVIDE MINIMUM 1" DEFLECTION. AT A MINIMUM PROVIDE SPRING ISOLATORS AT EACH EQUIPMENT BASE MOUNTING HOLE LOCATION. 7. IF REQUIRED, ONLY SUPPORT LATERAL PIPE EMANATING FROM VRF UNIT CONNECTIONS BY CROSS MEMBER SUPPORT THAT IS ATTACHED DIRECTLY TO VRF UNIT MOUNTING ANGLE IRON FRAME ABOVE SPRING ISOLATORS. DO NOT ATTACH ANY PIPING TO LOWER FIXED SUPPORT BASE. 8. USE NEOPRENE ISOLATION COLLARS ON PIPE CLAMS WHEN FASTENING PIPING TO SUPPORTS. 9. USE LONG RADIUS SWEEPING COPPER ACR TUBE PIPE BENDS WHERE PIPE ENTERS BUILDING AT FIRST ELBOW INTO CEILING SPACE TO MINIMIZE REFRIGERANT FLOW NOISE AND VIBRATION. 10. ALL ELECTRICAL CONNECTIONS TO UNITS TO BE VIA FLEXIBLE CONDUIT, PROVIDE SUFFICIENT SLACK TO ALLOW FOR UNIT MOVEMENT ON SPRING ISOLATORS. 11. ENSURE CROSS MEMBERS OF INTERSTITIAL FRAME AND BOTTOM SUPPORT FRAME ARE NOT DIRECTLY BELOW ENDS OF MODULES IN ALL LOCATIONS AND DO NOT BLOCK DRAINAGE WEEP HOLES IN BOTTOM OF UNIT CASING, FAILURE TO DO THIS MAY RESULT IN ICE DAMMING/BUILDUP BENEATH UNIT AND SUBSEQUENT BUILDUP OF ICE IN BOTTOM OF UNIT CASING BELOW COIL AND POTENTIAL DAMAGE TO BOTTOM OF COIL. 12. WHEN SELECTING SPRING ISOLATORS ALWAYS CONSIDER WEIGHT DISTRIBUTION BY REFERENCING EQUIPMENT WEIGHT AND CENTER OF GRAVITY. NEAR RIGHT ENDS OF UNITS (VIEWED FROM FRONT PANEL) SPRING WEIGHT CAPACITY MAY BE LARGER. IF HIGHER SPRING WEIGHT CAPACITY IS REQUIRED VS OTHER SPRING LOCATIONS, CONSIDER AN ADDITIONAL SPRING OF EQUAL "K" VALUE (Ibs/in) NEAR RIGHT END OF LAST MODULE. IN GENERAL IT IS RECOMMENDED TO SELECT ALL MOUNTING SPRINGS OF EQUIVALENT "K" VALUE (Ibs/in). VRF OUTDOOR UNIT MOUNTING DETAIL 1211 = 1 ' - 0 1' MOUNT TO ROOF/CEILING ACCORDING TO MANUFACTURER'S INSTRUCTIONS EISMIC TRAPPING, IF EQUIRED FLEXC., . (TYP) NOTES: 1. EQUIPMENT MOUNTING AND CONNECTION TO BE DESIGNED AND STAMPED BY LICENSED WASHINGTON STATE ENGINEER AS A DEFERRED SUBMITTAL. INSTALL SEISMIC RESTRAINTS IF REQUIRED CEILING HUNG MECH EQUIPMENT DETAIL 1211 = 1 ' - 0 1' INDOOR UNIT DISCONNECT SHALL BE RECESSED IN CEILING, SUBMIT DISCONNECT TO ECOTOPE FOR REVIEW STRUCTURE VIBRATION ISOLATION SEISMIC STRAPPING, IF REQUIRED CEILING RECESSED INDOOR UNIT CEILING TILE SUPPLY/RETURN GRILLE MAINTENANCE ACCESS NOTES: 1. EQUIPMENT MOUNTING AND CONNECTION TO BE DESIGNED AND STAMPED BY LICENSED WASHINGTON STATE ENGINEER AS A DEFERRED SUBMITTAL. INSTALL SEISMIC RESTRAINTS IF REQUIRED CEILING RECESSED FAN COIL DETAIL 1211 = 1 ' - 0 1' SHEET METAL DUCT HANGERS 1211 = 1 ' - 0 1' 1. DUCT 2. SHEET -METAL STRAP 1" (25.4-MM) WIDE OF SAME METAL GAUGE AS DUCT. 3. ANGLE - NOT LESS THAN 1"x1"x1/8" (25.4x25.4x3MM), SIZED TO MATCH DUCT. 4. SHEET -METAL BAND 1" (25.4-MM) WIDE OF SAME METAL GAUGE AS DUCT. 5. ALL -THREAD HANGER ROD WITH ACCESSORIES AS USED FOR LIGHT PIPE HANGER. ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM EC❑TOPE Z PF J Q J w00 C.0 Q = Z W — U worf i� rn W U w 0 Q > O `) U C> 0:� o Y� � 0:� O N0 TQ i p 0 n O PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE MECHANICAL DETAILS SHEET # M31■ w o < RICEfeYgZISMILLER SQUARETO CONICAL OR LO ROUND LOSS 45 DEGREE TRANSITION BOOT FITTING WITH VOLUME A7NT— DAMPER TRANSITION ROUND NECK VD VD DIFFUSER (TYP) 15 DEGREE TYPICAL, 30 DEGREE MAXIMUM ROUND SHEET TYPICAL SQUARE NECK METAL DUCT DIFFUSER SIZE OF DUCT DROP TO MATCH DIFFUSER VD FLEXIBLE DUCT 7' 45 DEGREE MAX LENGTH W/ ONE LO-LOSS 90 DEGREE BEND NECK SIZE VD VD COON CALTAOP REDUCER TO MATCH DIFFUSER NECK SIZE IF BRANCH DUCT IS OVERSIZED LOCATE AT CONNECTION TO DIFFUSER SPLITTER DAMPER WHERE SHOWN. DO NOT USE ON VAV SYSTEMS MIN 36" BEFORE AND AFTER ELBOW VD CENTERLINE RADIUS EQUALS 1.5 TIMES WIDTH I AIRFLOW NOTES: 1. PROVIDE DUCT LINER AND/OR EXTERNAL DUCT INSULATION AS NOTED ON PLANS OR IN SPECIFICATIONS 2. PROVIDE HANGERS AND SEISMIC BRACING PER SMACNA AND BUILDING CODE REQUIREMENTS 3. LOCATE MANUAL BALANCING DAMPERS IMMEDIATELY DOWNSTREAM OF EACH DUCT TAP 4. CUSHION HEADS OR BILL HEAD TEES ARE NOT ALLOWED 5. MAINTAIN MINIMUM 36" CLEARANCE BETWEEN LEADING OR TRAILING ELBOW JOINT AND DUCT TAP FITTINGS 6. RADIUSED ELBOWS OR TURNING VANES REQUIRED ON RECTANGULAR DUCT SYSTEM ELBOWS SINGLE THICKNESS VANES UP TO 25" HEIGHT AND DOUBLE THICKNESS VANES IN DUCTS GREATER THAN 25" HEIGHT SUPPLY DUCT FITTINGS 1 211 = 1 1-011 SIZE OF DUCT DROP TO MATCH NECK SIZE OF GRILLE (TYP) VD CENTERLINE RADIUS EQUALS 1.5 TIMES WIDTH. NO TURNING VANES REQUIRED UNLESS OTHERWISE NOTED CONDENSA- DISCHARGE CONNEC- TO SINK SIDE OF TR/ CONDENSATE TO SINK TAILPIECE 1 211 = 1 1-011 SHEET METAL BOOT: SHEET METAL SCREWED TO CEILING FRAMING FOR GWB CEILING 4" MIN. FOR TOP DUCT CONNECTION 4" MIN. FOR SIDE DUCT CONNECTION ALL NDENSATE ENT VD GWB CEILING-/ USE 45 DEGREE MIN 36" BEFORE 7VD 0 THROAT AT TAP AND AFTER ELBOW (TYPICAL RETURN/EXHAUST GRILLE) 15 DEGREE TYP 1 30 DEGREE MAX PROVIDE REDUCER IRFLOW UPSTREAM OF 7 BRANCH INLET RADIUSED WYE BRANCHES. ALTERNATE SQUARE ELBOWS WITH TURNING VANES ALLOWABLE WHERE DUCT VELOCITIES ARE LESS THAN 1500 FPM CONICAL OR LO-LOSS 45 DEGREE FITTING PROVIDE REDUCER AT CONNECTION TO GRILLE WHERE BRANCH DUCT IS OVERSIZED NOTES: 1. PROVIDE DUCT LINER AND/OR EXTERNAL DUCT INSULATION AS NOTED ON PLANS OR IN SPECIFICATIONS 2. PROVIDE HANGERS AND SEISMIC BRACING PER SMACNA AND BUILDING CODE REQUIREMENTS 3. LOCATE MANUAL BALANCING DAMPERS IMMEDIATELY DOWNSTREAM OF EACH DUCT TAP 4. MAINTAIN MINIMUM 36" CLEARANCE BETWEEN LEADING OR TRAILING ELBOW JOINT AND DUCT TAP FITTINGS 5. TURNING VANES REQUIRED ON RECTANGULAR DUCT SYSTEM ELBOWS. SINGLE THICKNESS VANES UP TO 25" HEIGHT AND DOUBLE THICKNESS VANES IN DUCTS GREATER THAN 25" HEIGHT RADIUSED ELBOWS MAY BE USED AS AN ALTERNATE 6. NO TURNING VANES REQUIRED ON DUCT SIZES LESS THAN 180 SQ IN IF DUCT VELOCITY IS LESS THAN 1500 FPM RETURN EXHAUST DUCT FITTINGS 1 211 = 1 1-011 CEILING GRILLE DETAIL 1 211 = 1 1-011 U N I -STRUT CRUSH V IV I-J I IlV I INDICATED DUCT CONNECTION SHEET METAL BOOT. FASTEN TO CEILING GRILLE FOR T-BAR CEILINGS T-BAR CEILING CLAMP "r!r'"I"ERAN NOTES: 1. USE ZSI CUSH-A-THERM INSULATED PIPING CLAMP OR EQUIVALENT 2. EQUIPMENT MOUNTING AND CONNECTION TO BE DESIGNED AND STAMPED BY LICENSED WASHINGTON STATE ENGINEER AS A DEFERRED SUBMITTAL. INSTALL SEISMIC RESTRAINTS IF REQUIRED PIPE HANGER INSULATION IrAmiff1l SPLICE PLACE D CTIA/CCAI ,r:v �l1 r1 ACTUATORIN BETWEEN SIDE POCKET LOUVERS SEE ARCH DWGS FOR RAINSCREEN DETAIL CAULK LOUVER CAULK SIP PANEL NOTES: 1. CONTRACTOR SHALL COORDINATE REQUIRED WALL OPENING SIZE FOR FINAL LOUVER SELECTION WITH SIP PANEL MANUFACTURER. OUTDOOR AIR MECH LOUVER DETAIL IrAmIlliff1li PIPE HANGER - CLEVIS TYPE 1 211 = 1 1-011 ULATION 4 5 :HANGER ;UT TO LENGTH LATION - LENGTH 1.5 TIMES INSULATION DIAMETER INSULATION CARRIER PIPE MOUNT TO SIP ACCORDING TO SIP MANUFACTURER'S INSTRUCTIONS (TYP) BUG SCREEN MOUNTING BRACKET SULATION BACKING PIPE SEALANT BACKING MATERIAL MATERIAL AS REQUIRED A AS REQUIRED BACKI MATE[ AS RE PIPE THRU INTERIOR WALL WITH PIPE INSULATION VT IPE PIPE THRU INTERIOR WALL WITHOUT PIPE INSULATION PIPE THRU FLOOR WITH PIPE INSULATION PIPE RISER CLAMP WHERE APPLICABLE SEALANT BACKING MATERIAL AS REQUIRED PIPE THRU FLOOR WITHOUT PIPE INSULATION PIPE THRU INTERIOR WALL AND THRU FLOOR WITH AND WITHOUT INSULATION 1 211 = 1 1-011 ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM E C OTO P E Z pr J J w00 C.0 Q = Z W U i� m � W U wQ 0 > 0 < = 0-0 Qf Y� � O N0 TQ i 0 ry p 0 O 0. PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE MECHANICAL DETAILS SHEET # 31,0 w o < RicEfergusmiLLER ARCHITECTURE INTERIORS PLANNING VIZLAB SEAL AROUND ALL OPENINGS WITH SILICONE SEALANT. COLOR TO MATCH BUILDING SECURE REFRIGERANT PIPING TO SUPPORTS WITH MECHANICAL PIPE CLAMP OR EQUAL RUN INSULATION THRU CLAMP ASSEMBLY O MECHANICAL STEEL CHANNEL OR EQUAL WELD BOTH SIDES (TYPICAL) 3" x 3" x 1/4" ANGLE ANCHORED TO STRUCTURE WITH TWO 3/8" x 3" EXPANSION BOLTS OR TWO LARGE LAG BOLTS 16 GAUGE GALVANIZED SLEEVE REFRIGERANT TUBING SIDIN SEAL ALL AROUND MECH PLENUM, SEE PLANS INSULATE CIA PLENUMS TO MEET WSEC REQUIREMENTS O a INSULATION a FIXED LOUVER WITH WALL ALUMINUM INSECT aSCREEN NOTES: 1. REFER TO PLANS FOR SIZES AND CONTINUATION REFRIGERANT PIPE WALL SUPPORT 1211 = 1 ' - 0 1' FLASHING LOUVER PLENUM 1211 = 1 ' - 0 1' A B MODEL NAME A B C CMB-P104NU-J1 2-7/8" 9-27/32" CMB-P106NU-J1 CMB-P108NU-J1 CMB-P 1012N U-J 1 9-1 /8" CMB-P 1016N U-J 1 13-9/16" CMB-P 108N U -JA 1 9-1 /8" 9-27/32" 11-13/16" CMB-P1012NU-JA1 13-9/16" CMB-P 1016N U-JA1 CMB-P1016NU-KA1 CMB-P104NU-KB1 2-7/8" 9-27-32" CMB-P108NU-KB1 BC CONTROLLER 1211 = 1'-011 NU DOUBLE NUT HANGING B (M10 SCREE HANGER ASHER W/ JSHION MIN 1-3/16" vvASHER W/0 CUSHION • PROVIDE AN INSPECTION HOLE AS SHOWN IN THE FIGURE • ENSURE A PULL OUT STRENGTH OF AT LEAST 133 LBS PER BOLT FOR HANGING BOLTS • BE SURE TO INSTALL BC CONTROLLERS LEVEL • INSTALL UNIT IN PLANCE NOT EXPOSED TO DIRECT RADIANT HEAT FROM OTHER SOURCES • INSTALL IN LOCATION WHERE NOISE WILL NOT BE A PROBLEM • INSTALL WITH THE HANGING LENGTH WITHIN 7-7/8" OR SHORTER • PIPE CONNECTIONS SHAL BE BRAZED • LIST INDOOR MODEL NAMES IN THE NAME PLATE ON THE BC CONTROLLER CONTROL BOX AND BC CONTROLLER END CONNECTION NUMBERS AND ADDRESS NUMBERS IN THE NAME PLATE ON THE INDOOR UNIT SIDE • IF NUMBER OF CONNECTED INDOOR UNITS IS LESS THAN THE NUMBER OF BRANCH HOLES, SEAL UNUSED END CONNECTIONS USING FLARE NUTS WITH END CAPS • INSULATE REFERIGERANT PIPING PER SPEC • ENSURE DRAIN PIPE IS DOWNWARD TO THE OUTDOOR (DISCHARGE) SIDE WITH PITCH OF MORE THAN 1/100 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM Z EC❑TOPE Z W m W O w 13. �C.0 W M W 00 � Q U� U W Q to U O 0:� 0- O v- elf N � PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE MECHANICAL DETAILS SHEET # M 31,0 3 RicEfergusmiLLER ARCHITECTURE INTERIORS PLANNING VIZLAB CENTRAL DDC SYSTEM LIGHTING CONTROL PANEL NOTES: 1. CENTRAL DDC SYSTEM TO PROVIDE SCHEDULE TO LIGHTING CONTROL PANEL 2. PROVIDE 5 ZONES OF INDEPENDENT LIGHTING SCHEDULES 3. COORDINATE WITH LIGHTING SYSTEM CONTRACTOR LIGHTING CONTROLS DIAGRAM 1 211 = 1'-0" CENTRAL DDC SYSTEM NEW VRF OUTDOOR UNITS EXISTING VRF BACNET GATEWAY CONTROLLER EXISTING VRF OUTDOOR UNITS EA DAMPER POWER (NOTE 4)� EXHAUST FAN FAN SPEED CONTROL NOTES 1. EXHAUST FANS SHALL BE ON STAND ALONE CONTROLS 2. FAN SHALL RUN CONTINUOUSLY AT LOW SPEED 3. FAN SHALL RUN AT HIGH SPEED WHEN ENABLED BY OCCUPANCY SENSOR 4. FAN AND EXHAUST DAMPER SHALL SHARE POWER. DAMPER SHALL BE OPEN WHILE FAN IS ON EXHAUST FAN - OCC SENSOR 1 211 = 1'-0" //—EXHAUSTFAN NOTES: 1. PROGRAM CENTRAL SYSTEM TO ALLOW SCHEDULING AND SETPOINT CONTROL OF VRF EQUIPMENT AND READ VRF POINTS EXHAUST AI A. DDC INPUTS INCLUDE MODE, STATUS, ROOM TEMP, FAN SPEED, ALARM, ERROR CODE B. DDC OUTPUTS INCLUDE MODE, SETPOINT 2. COORDINATE SCOPE WITH VRF MANUFACTURERS, REP, AND EQUIPMENT INSTALLER 3. NEW VRF OUTDOOR UNITS CONNECT TO EXISTING DAISY -CHAIN FROM OUTDOOR UNITS TO CONTROLLER, CONTRACTOR TO RE -MAP NEW AND EXISTING EQUIPMENT AND COORDINATE WITH CONTROLS CONTRACTOR TO INTEGRATE WITH CONTROLS FRONT-END. VRF/DDC CONTROLS DIAGRAM 1211 = 1 ' - 0 1' EA DAMPER POWER (NOTE 4)_// �EXHAUSTFAN FAN SPEED CONTROL NOTES 1. EXHAUST FANS SHALL BE ON STAND ALONE CONTROLS 2. FAN SHALL RUN CONTINUOUSLY AT LOW SPEED 3. FAN SHALL RUN AT HIGH SPEED WHEN ENABLED BY OCCUPANCY SENSOR 4. FAN AND EXHAUST AIR DAMPER SHALL SHARE POWER. DAMPER SHALL BE OPEN WHILE FAN IS ON EXHAUST FAN - OCC SENSOR - LEVEL 3 RESTROOMS 1211 = 1 ' - 0 1' OUTDOOR / *_�TO CENTRAL DDC NOTES DUCT STATIC PRESSURE SENSOR TO CENTRAL DDC TO CENTRAL DDC 1. ERV SHALL BY ENABLED/DISABLED BY THE CENTRAL CONTROLS SYSTEM ON A DAILY SCHEDULE 2. SEE SEQUENCE OF OPERATIONS SPECIFICATION FOR CONTROL SEQUENCE 3. WHEN ERV IS DISABLED OUTSIDE AIR AND EXHAUST AIR DAMPERS SHALL BE SHUT 4. ENERGY METER SHALL MEASURE KWH USAGE AND REPORT TO DDC 5. CENTRAL DDC SHALL INCLUDE ERV GRAPHIC WITH ALL AVAILABLE POINTS FROM ERV CONTROLLER, AND KWH USAGE MULTI -ZONE ERV CONTROL DIAGRAM 1211 = 1 ' - 0 1' EXHAUST A OUTDOOR / NOTES FM 1 ( T �EXHAUSTFAN CR M IR T TO CENTRAL DDC TO CENTRAL DDC TO CENTRAL DDC 1. ERV SHALL BY ENABLED BY THE CENTRAL CONTROLS SYSTEM ON A DAILY SCHEDULE 2. ERV SHALL BE OFF AND OUTSIDE AIR DAMPERS SHALL BE SHUT IF SPACE OCCUPANCY SENSOR SHOWS NO OCCUPANTS 3. IF ERV IS ENABLED AND SPACE IS OCCUPIED, FOLLOW CO2 CONTROL A. ERV SUPPLY AND EXHAUST FANS SHALL OPERAT AT LOW SPEED (10%) IF CO2 LEVELS ARE 900 PPM OR BELOW B. IF CO2 LEVELS RISE ABOVE 900 PPM, SUPPLY AND EXHAUST FANS SHALL RAMP UP TO 100% C. IF CO2 LEVELS FALL VELOW 800 PPM, SUPPLY AND EXHAUST FANS SHALL RAMP DOWN TO LOW SPEED 4. HUMIDITY CONTROL (LOCKER ROOM ERVS ONLY) A. ERV SUPPLY AND EXHAUST FANS SHALL OPERAT AT LOW SPEED (10%) IF HUMIDITY LEVELS ARE 50% OR BELOW B. IF HUMIDITY LEVELS RISE ABOVE 50%, SUPPLY AND EXHAUST FANS SHALL RAMP UP LINEARLY TO 100% WHEN HUMIDITY LEVELS REACH 75%. C. IF CO2 LEVELS FALL VELOW 50%, SUPPLY AND EXHAUST FANS SHALL RAMP DOWN TO LOW SPEED 5. ERV SHALL BE DISABLED BY THE CENTRAL DDC SYSTEM ON A DAILY SCHEDULE 6. WHEN ERV IS DISABLE OUTSIDE AIR AND EXHAUST AIR DAMPERS SHALL BE SHUT 7. ENERGY METER SHALL MEASURE KWH USAGE AND REPORT TO DDC 8. CENTRAL DDC SHALL INCLUDE ERV GRAPHIC WITH ALL AVAILABLE POINTS FROM ERV CONTROLLER, AND KWH USAGE SINGLE ZONE ERV CONTROL DIAGRAM 1 211 = 1'-0" 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM EC❑TOPE Z J J J wC.0 C.0 00 Q = Z W � U UJI i� � � W �> U wQ 0 O < = 00 ) 0_ O Y� C-0 O N0 TQ i 0 w p 0 n O a. PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE CONTROL DIAGRAMS SHEET # 31,0 Rlafe gu►Sm&UR architecture interiors planning vizlab LIGHTING FIXTURE SCHEDULE ELECTRICAL SYMBOLS LEGEND TYPE MANUFACTURER LAMPS WATTS MOUNTING tl A DETAIL/SECTION IDENTIFICATION: A = DETAIL/SECTION LETTER, B = SHEET NUMBER SM WIRELESS LIGHT SWITCH, SINGLE POLE, SUBSCRIPTS; 3 = THREE WAY, 4 = B WHERE DETAIL/SECTION IS DRAWN. FOUR WAY, D = DIMMER CONTROL, a, b, c, ETC = NUMBER OF SWITCHES AT Al METALUX LED 46 RECESSED THE LOCATION AND SPECIFIC FIXTURES CONTROLLED. MOUNT AT 42 24CZ-LD5-55-UNV-L835-CD-1 A EQUIPMENT CONNECTION CALLOUT. A,B EQUAL EQUIPMENT IDENTIFICATION ON INCHES AFF. B MECHANICAL OR KITCHEN EQUIPMENT CONNECTION SCHEDULES. VERIFY EXACT A1X SAME AS TYPE Al WITH EQUIPMENT REQUIREMENTS ON SHOP DRAWING EQUIPMENT SUBMITTALS PRIOR TO ST DIGITAL 0-12 HOUR TIMER SWITCH. WATTSTOPPER TS-400 OR EQUAL EMERGENCY BATTERY PACK ROUGH -IN. DO NO ROUGH -IN FOR EQUIPMENT PRIOR TO REVIEW OF SUBMITTALS. REPORT ANY DIFFERENCES IN REQUIREMENTS TO ENGINEER IN WRITING. A2 METALUX LED 36 RECESSED Sy AUTOMATIC/MANUAL OCCUPANCY SENSOR AND SINGLE POLE TOGGLE 22CZ-LD5-39-UNV-L835-CD-1 CONDUIT CONCEALED. HASH MARKS INDICATE NUMBER OF #12 CONDUCTORS IN SWITCH. WATT STOPPER DW-100 OR EQUAL. SWITCH SHALL BE CODE SIZE CONDUIT. NO HASH MARKS INDICATES 2412 CONDUCTORS PLUS GROUND PROGRAMMED FOR MANUAL ON, AUTOMATIC OFF. A2X SAME AS TYPE A2 WITH IN 3/4" CONDUIT, LONG HASH MARKS INDICATES NEUTRAL CONDUCTOR. */ INDICATES EMERGENCY BATTERY PACK GROUND CONDUCTOR. OS WIRELESS DUAL TECHNOLOGY AUTOMATIC OCCUPANCY SENSOR DEVICE. A3 METALUX LED 37 SURFACE � FLEXIBLE RACEWAY, PROVIDE GROUND CONDUCTORS PER NEC. PS WIRELESS DAYLIGHT PHOTOSENSOR 4WPLD4035R -�- A-1,3 ADJACENT TO ARROW INDICATES HOMERUN OF CONDUCTORS IN CONDUIT FOR ❑J DISCONNECT SWITCH A3X SAME AS TYPE A3 WITH CIRCUITS 1 AND 3 TO PANEL "A". EMERGENCY BATTERY PACK ® EXIT LIGHT WITH BATTERY, UNIVERSAL MOUNTING. FUSED DISCONNECT SWITCH WITH FUSES. A4 METALUX LED 35 SURFACE 4SNLED-LD5-41SL-LW- EMERGENCY FLOODLIGHT WITH BATTERY. SM MOTOR RATED TOGGLE SWITCH WITH OVERLOAD HEATER(S), SIZE PER UNV-L835-CD-1 NEC AND MANUFACTURERS REQUIREMENTS. A5 METALUX LED 25 WALL LIGHT FIXTURE, SURFACE MOUNTED ON CEILING. 2BCLED-LD4-20SL-F-UNV-L835-CD-1 xxx AVAILABLE FAULT CURRENT LIGHT FIXTURE, RECESS MOUNTED IN CEILING. A6 METALUX LED 37 WALL TRANSIENT VOLTAGE SURGE SUPPRESSION. TPS3-X-1 1-1 5-D2, SIEMENS OR 4BCLED-LD4-36SL-F-UNV-L835-CD-1 LIGHT FIXTURE, WITH EMERGENCY BATTERY PACK. s EQUAL. "X" = VOLTAGE/ PHASE (VARIES), SEE POWER RISER DIAGRAM A7 METALUX LED 50 SUSPENDED LIGHT FIXTURE, WALL MOUNTED. AND/OR PANEL SCHEDULES FOR VOLTAGE AND PHASE REQUIREMENTS. 8TSNLED-LD5-67SL-LW- UNV-L835-CD-1 Q DOWNLIGHT FIXTURE. (E) EXISTING A8 PINNACLE LED 42 SUSPENDED ❑-I WALL MOUNT LIGHT FIXTURE. WP WEATHERPROOF C D I -B W-835-835-7-AC_ST- U-EL1-0-S-FE O JUNCTION BOX. A8X SAME AS TYPE A8 WITH Al LIGHT FIXTURE TYPE. Al = SPECIFIC LIGHTING FIXTURE REFERENCED ON LIGHTING EMERGENCY BATTERY PACK FIXTURE SCHEDULE. A9 PINNACLE LED 30 SUSPENDED 6 POWER PANEL C D I -B W-835-835-5-AC_ST- U-EL1-0-S-FE DUPLEX RECEPTACLE 20A, 125 VOLT WALL MOUNTED AT 18 INCHES AFF. G = GROUND FAULT INTERRUPTING, T = TAMPERPROOF. A10 AXIS LIGHTING LED 20 WALL TB3WDLED-600-80-35-SO- DUPLEX RECEPTACLE 20A, 125 VOLT WALL MOUNTED HORIZONTALLY 2" ABOVE 4'-AP-UNV-DP-1 COUNTERTOP BACKSPLASH TO THE BOTTOM OF THE RECEPTACLE COVERPLATE. A10X SAME AS TYPE Al WITH � FOURPLEX RECEPTACLE 20A, 125 VOLT, WALL MOUNTED AT 18 INCHES AFF. EMERGENCY BATTERY PACK All AXIS LIGHTING LED 10 WALL ® SPECIAL RECEPTACLE. AMPERAGE AND VOLTAGE AS SHOWN. TB3WDLED-600-80-35-SO- EQUIPMENT CONNECTION. PROVIDE PER NEC AND MANUFACTURERS REQUIREMENTS 2'-AP-UNV-DP-1 AND/OR RECOMMENDATIONS. Al2 AXIS LIGHTING LED 40 WALL TB3WDLED-600-80-35-SO- 8'-AP-UNV-DP-1 Al2X SAME AS TYPE Al2 WITH EMERGENCY BATTERY PACK TYPE MANUFACTURER LAMPS WATTS MOUNTING A13 AXIS LIGHTING LED 60 WALL E1 VISTA PROFESSIONAL LIGHTING LED 35 IN -GRADE TB3WDLED-600-80-35-SO- 1188-Z-MF-40-B-MV-AX- 12'-AP-UNV-DP-1 ND-B34-T015-DF A14 METALUX LED 38 SURFACE E2 VISTA PROFESSIONAL LIGHTING LED 35 IN -GRADE 22FP4235C-FPXSURF22 1188-Z-NS-40-B-MV-AX- ND-B34-T010-DF A14X SAME AS TYPE A14 WITH EMERGENCY BATTERY PACK E3 TRULY GREEN SOLUTIONS LED 80 FLOODLIGHT I PF-S-40-U-D-05-KN-1 PF-S-TV A15 KENALL LED 74 RECESSED RMCA-4-FL/SA-1-67L35K-DCC-DV-2-1 E4 ILP LIGHTING LED 35 SURFACE WTZ4-5L-40-MWUSBD A15X SAME AS TYPE Al WITH EMERGENCY BATTERY PACK B1 HALO LED 8 RECESSED LT4-06-9FS23-1 E-WH-DM B2 HALO LED 10 RECESSED HC6R-10-D010-HM6R-0525- 835-62R-MD-C (RETROFIT) Cl 2'x4', DECORATIVE, LED, PENDANT LED 50 PENDANT MOUNT, TO MATCH EXISTING C2 2'x2', DECORATIVE, LED, PENDANT LED 35 PENDANT MOUNT, TO MATCH EXISTING D1 AXIS LIGHTING LED 48 PENDANT ARCLED-SL80/20-1000-80-35-SO- 4-AP-UNV-DP-1-XX D1X SAME AS TYPE Dl WITH EMERGENCY BATTERY PACK 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM CROSS ENGINEERS, INC 923 MLK Jr. Way Tacoma, WA 98405 info@crossengineers.com Phone: (253) 759-0118 Job Number: 20-125 CO co . 00290 o�Fss�a/sT 3/2q/ 23 I Q J J (n w C.0 C-0 00 Qz = UU � <3: M W ~ 0 LU 0 D:f U > ®= ") O Q U ® pC U , 0 O cfl ® N 0 Ta i U/ w O O n 0 CIL PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE AHJ APPROVAL STAMP ELECTRICAL SYMBOLS LEGEND/ LIGHT FIXTURE SCHEDULE SHEET # E00n01 Rlafe gu►Sm&UR architecture interiors planning vizlab GENERAL NOTES: 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON ARCHITECTURAL, LANDSCAPE, CIVIL AND MECHANICAL DRAWINGS. ADDITIONAL ELECTRICAL WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATIONS. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE AND MECHANICAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL INFORMATION AND INCLUDE COSTS FOR THIS WORK IN THE BID. 2. CONTRACTOR SHALL INCLUDE IN HIS BID LIGHTING CONTROL COMMISSIONING COSTS. CONTRACTOR SHALL PROVIDE THE OWNER A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS INDICATING ALL LIGHTING CONTROLS HAVE BEEN TESTED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS AND THE WASHINGTON STATE NONRESIDENTIAL ENERGY CODE, SECTION C408. CONTRACTOR SHALL PROVIDE A SPREAD SHEET INDICATING ROOM NUMBER, TYPE OF CONTROL (OCCUPANCY SENSOR, LOW VOLTAGE, ETC.), VERIFICATION OF PROPER WORKING ORDER, AND ADJUSTMENTS MADE. 3. CONTRACTOR SHALL CONCEAL CONDUIT WHEREVER POSSIBLE. CONTRACTOR SHALL SUBMIT TO ARCHITECT FOR REVIEW AND APPROVAL, ALL ROUTINGS OF ANY EXPOSED CONDUIT PRIOR TO ROUGH -IN. NO EXPOSED CONDUIT SHALL BE INSTALLED UNTIL APPROVAL IS PROVIDED IN WRITING FROM THE ARCHITECT. ALL EXPOSED CONDUIT SHALL BE ROUTED IN A NEAT AND WORKMANSHIP LIKE MANNER. 4. CONTRACTOR SHALL PROVIDE A HOT-WIRE OF THE SAME CIRCUIT FOR ALL LIGHT FIXTURES WITH BATTERY PACKS, SO THAT THE BATTERY PACK IS BEING CHARGED AT ALL TIMES. 5. CONTRACTOR SHALL SEE ARCHITECTURAL DRAWINGS FOR THE FIRE WALL SEPARATIONS. CONTRACTOR SHALL PROVIDE CAULKING, SEAL -OFFS, ETC. AS REQUIRED BY CODE TO RETAIN FIRE WALL SEPARATION RATINGS. 6. ALL WALL PENETRATIONS SHALL BE NEATLY CORE -DRILLED, CAULKED AND SEALED TO MAINTAIN FIRE, AND WATERPROOF RATING. PATCH, REPAIR, AND PAINT TO MATCH EXISTING. 7. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1-(800)-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR MAINTAINING ALL LOCATE MARKS ONCE THE UTILITIES HAVE BEEN LOCATED. 8. CONTRACTOR SHALL REVIEW ARCHITECTURAL DRAWINGS FOR ADDITIONAL ELECTRICAL SCOPE RELATED TO BID ALTERNATES. REVIEW BID ALTERNATE DRAWINGS/DESCRIPTIONS AND INCLUDE COSTS IN THE BID FOR ELECTRICAL RELATED REVISIONS. 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM CROSS ENGINEERS, INC 923 MLK Jr. Way Tacoma, WA 98405 ug info@crossengineers.com Phone: (253) 759-0118 Job Number: 20-125 NL•�� 4 C� " yG� co d �P . 002906 �FSs�ONALR�-�� I J J a A U Q U w 0 0 CL U) z LLI M W w 3/2q/ 23 LJ 0 Q Z CU 0 LL 0 n z. H Q0 LU `0 LEI GO Q U LU Q U) O UOf0- 0 = Of N � PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE AHJ APPROVAL STAMP GENERAL NOTES SHEET # E00n02 ELECTRICAL NOTES: F� CORE DRILL EXISTING BLOCK WALL. NEW CANOPY STRUCTURE WITH SOLAR PANELS MOUNTED ON ROOF. PROVIDE (112)450 WATT SOLAR PANELS WITH MOUNTING HARDWARE ON ROOF STRUCTURE OF NEW CANOPY. SOLAR PANELS SHALL BE SUN POWER #SPR-A450-COM OR EQUAL. PROVIDE CABLING PER MANUFACTURER FROM CANOPY STRUCTURE(S) TO INVERTER WITHIN (E)PUMP HOUSE. WALL MOUNTED SOLAR SYSTEM 80 KW INVERTER. PROVIDE (2)2" CONDUITS FROM INVERTER TO CANOPY STRUCTURE FOR ROUTING OF CONDUCTORS PER SOLAR PANEL MANUFACTURER REQUIREMENT. INVERTER SHALL BE SOLAR EDGE #SE80KUS OR EQUAL. SEE SHEET E40.02 FOR POWER RISER DIAGRAM CONNECTION OF INVERTER. E�> DUAL HEAD, LEVEL 2 (208V), 30A, EV CHARGER PEDESTAL. CHARGE POINT #CT4000 OR EQUAL. SINGLE HEAD, LEVEL 3 (480V), 80A, EV CHARGER PEDESTAL. CHARGE POINT #EXPRESS 250 OR EQUAL. -- PROSPECT STREET — PROVIDE THE FOLLOWING CONDUITS: (2)4"C-(4)#500 KCM CU & (1)#3/0 CU GRID EACH (MDP TO (E)600A SWITCHBOARD) (2)3"C-(4)#350 KCM CU & (1)#1 CU GRID EACH (ATS TO GENERATOR) (1)1 "C-(3)#10 CU & (1)#10 CU GRID (PANEL 2P TO GENERATOR) (1)1"C-CONDUCTORS PER GENERATOR MANUFACTURER (ATS TO GENERATOR) PROVIDE THE FOLLOWING CONDUITS: (2)3"C-(4)#350 KCM CU & (1)#1 CU GRID EACH (ATS TO GENERATOR) (1)1 "C-(3)#10 CU & (1)#10 CU GRID (PANEL 2P TO GENERATOR) (1)1"C-CONDUCTORS PER GENERATOR MANUFACTURER (ATS TO GENERATOR) PROVIDE THE FOLLOWING CONDUITS: (2)4 C (4)#500 KCM CU & (1)#3/0 CU GRID EACH (MDP TO (E)600A SWITCHBOARD) EXISTING FLAGPOLE, IN -GRADE LIGHT TO BE REMOVED AND REPLACED WITH NEW TYPE E2 IN -GRADE UPLIGHT. RECONNECT NEW LIGHT FIXTURE TO EXISTING LIGHTING CIRCUIT AND CONTROLS. 10 EXISTING FLOODLIGHT TO BE REMOVED AND REPLACED WITH NEW TYPE E3 FLOODLIGHT. RECONNECT NEW LIGHT FIXTURE TO EXISTING LIGHTING CIRCUIT AND CONTROLS. 11 EXISTING IN -GRADE UPLIGHT TO BE REMOVED AND REPLACED WITH NEW TYPE E1 IN -GRADE UPLIGHT. RECONNECT NEW LIGHT FIXTURE TO EXISTING LIGHTING CIRCUIT AND CONTROLS. 12 CONTRACTOR SHALL PROVIDE TWELVE(12), TYPE E4, LED, SURFACE MOUNT LIGHT FIXTURES TO UNDERSIDE OF CANOPY STRUCTURE. PROVIDE 3/4"C-(2)#12 CU & (1)#12 CU GIRD TO PANEL MDP, CIRCUIT #26 AND ROUTE THROUGH ASTRONOMICAL TIMECLOCK. CONTRACTOR SHALL FIELD LOCATE LIGHTS UNDER CANOPY TO BEST ACCOMMODATE PARKING AND WALKWAY BELOW CANOPY. w w ry I— n Q N UNDERGROUND NDUIT/CONDUCTORS PSE POWER POLE IV I"I"IN III IV VVLr\I\%\I II XVII 1L/1 VL I VVV"I\I \-/I-L V V I I I I DISCONNECT NEW POLE MOUNTED ELECTRICAL SITE PLAN N CLINE AVE _ TRANSFORMES SCALE: 1 "=10'-0" Rlafe gu►Sm&UR architecture interiors planning vizlab 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM CROSS ENGINEERS, INC 923 MLK Jr. Way Tacoma, WA 98405 3, info@crossengineers.com Phone: (253) 759-0118 Job Number: 20-125 3/2q/23 J J Cn II.-_ w co C-0 00 Qz = LU � 3: M W ��o w0- Q C.> > ®= ") oc) U ® pC ) , o DCC-0 ® "' 0 T� i U ry w O n 0 CL PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE AHJ APPROVAL STAMP ELECTRICAL SITE PLAN SHEET # El OnOl 1 2 3 4 5 6 Rlafe guSm&UR architecture interiors planning vizlab LIGHTING GENERAL NOTES: 1. EXISTING FLUORESCENT LIGHT FIXTURES WITHIN BUILDING SHALL BE REPLACED AT SAME LOCATIONS WITH NEW LED LIGHT FIXTURES IDENTIFIED ON FLOOR PLANS. RECONNECT NEW LIGHT FIXTURES TO EXISTING LIGHTING CIRCUITS WITHIN ROOMS. 2. NEW LIGHTING CONTROL SYSTEM SHALL BE WIRELESS LUTRON VIVE, EATON WAVELINX OR SENSORWORX. 3. CONTRACTOR SHALL FIELD VERIFY EXISTING EMERGENCY BATTERY PACK LIGHT LOCATIONS AND REPLACE WITH NEW EMERGENCY BATTERY PACK LIGHT INDICATED ON FLOOR PLANS. WIRELESS LIGHTING CONTROL NOTES: O ROOM CONTROLLED BY OCCUPANCY SENSOR. OCCUPANCY SENSOR SET TO SHUTOFF LIGHT AFTER 15 MINUTES OF NO OCCUPANCY - OCCUPANCY SENSOR SHALL BE AUTOMATIC OFF, MANUAL ON VIA LIGHT SWITCH. O ROOM PROVIDED WITH INTERIOR DAYLIGHT PHOTOSENSOR SET FOR 30 FOOTCANDLES. ENTIRE ROOM SHALL BE PRIMARY DAYLIGHT ZONE AND LIGHTS SHALL DIM AUTOMATICALLY BASED ON DAYLIGHT READING WITHIN ROOM. ROOM PROVIDED WITH INTERIOR DAYLIGHT PHOTOSENSOR SET FOR 30 FOOTCANDLES. ROOM SHALL HAVE PRIMARY DAYLIGHT ZONE AND NON -DAYLIGHT ZONE WITHIN ROOM. O ROOM SET TO BE ON FROM 6:OOAM TO 9:OOPM. AFTER HOURS ROOM LIGHTS SHALL BE CONTROLLED BY OCCUPANCY SENSOR. Al ,/ 0�a%'\ � ROOM SET TO BE ON FROM 6:OOAM TO 10:OOPM. IF LIGHT SWITCH IS ACTIVATED A2 AFTER HOURS LIGHTS SHALL TURN OFF AFTER 2-HOURS. 1 �01 �� G - - - - - -------I---- - - - - - - - - - - - �-�_ - - - I - - ---- I ------ G 5 I I I , I , I , I , I , I L _ I I I I I I I I I I I I - 1 I ---t I I , ---1 I I , I I I I I I I I I I I I I I � I (F) O PUBLIC CORRIDOR, STAIRWELLS AND LOBBY SHALL BE ON FROM 6:OOAM TO 10:OOPM. 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM CROSS ENGINEERS, INC 923 MLK Jr. Way APO Tacoma, WA 98405 info@crossengineers.com Phone: (253) 759-0118 IRE Job Number: 20-125 a _0029060_ c4 AL 3/2q/23 Z J J J Cn wC-0 CD CO Qz = UU � <3: M M UU 0 ~ W 0 c):f C.> > 0 ") 0 Q U ® pC ) , 0 0 DCC-0 0 N0 TQ i V/ ry LL 0 0 n 0 CL PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE AHJ APPROVAL STAMP LEVEL 1 LIGHTING FLOOR PLAN LEVEL 1 LIGHTING FLOOR PLAN SCALE: 1/8"=1'-O" F� SHEET # E20n0l Rlafe guSm&UR architecture interiors planning vizlab 1 2 3 4 5 6 LIGHTING GENERAL NOTES: (F) ------- 0 1. EXISTING FLUORESCENT LIGHT FIXTURES WITHIN BUILDING SHALL BE REPLACED AT SAME LOCATIONS WITH NEW LED LIGHT FIXTURES IDENTIFIED ON FLOOR PLANS. RECONNECT NEW LIGHT FIXTURES TO EXISTING LIGHTING CIRCUITS WITHIN ROOMS. 2. NEW LIGHTING CONTROL SYSTEM SHALL BE WIRELESS LUTRON VIVE, EATON WAVELINX OR SENSORWORX. 3. CONTRACTOR SHALL FIELD VERIFY EXISTING EMERGENCY BATTERY PACK LIGHT LOCATIONS AND REPLACE WITH NEW EMERGENCY BATTERY PACK LIGHT INDICATED ON FLOOR PLANS. WIRELESS LIGHTING CONTROL NOTES: ROOM CONTROLLED BY OCCUPANCY SENSOR. OCCUPANCY SENSOR SET TO SHUTOFF LIGHT AFTER 15 MINUTES OF NO OCCUPANCY - OCCUPANCY SENSOR SHALL BE AUTOMATIC OFF, MANUAL ON VIA LIGHT SWITCH. ROOM PROVIDED WITH INTERIOR DAYLIGHT PHOTOSENSOR SET FOR 30 FOOTCANDLES. ENTIRE ROOM SHALL BE PRIMARY DAYLIGHT ZONE AND LIGHTS SHALL DIM AUTOMATICALLY BASED ON DAYLIGHT READING WITHIN ROOM. 0 ROOM PROVIDED WITH INTERIOR DAYLIGHT PHOTOSENSOR SET FOR 30 FOOTCANDLES. ROOM SHALL HAVE PRIMARY DAYLIGHT ZONE AND NON -DAYLIGHT ZONE WITHIN ROOM. ROOM SET TO BE ON FROM 6:OOAM TO 9:OOPM. AFTER HOURS ROOM LIGHTS SHALL BE CONTROLLED BY OCCUPANCY SENSOR. O ROOM SET TO BE ON FROM 6:OOAM TO 10:OOPM. IF LIGHT SWITCH IS ACTIVATED AFTER HOURS LIGHTS SHALL TURN OFF AFTER 2-HOURS. O PUBLIC CORRIDOR, STAIRWELLS AND LOBBY SHALL BE ON FROM 6:OOAM TO 10:OOPM. ELECTRICAL NOTES: CONTRACTOR SHALL REMOVE CEILING MOUNTED LIGHT FIXTURE AND PROVIDE NEW TYPE A10 WALL MOUNTED LIGHT FIXTURE AT +8'-0" ABOVE STAIR LANDINGS. PROVIDE NEW 3/4"C-(2)#12 CU & (1)#12 CU GRID AND CONNECT NEW LIGHT FIXTURES TO EXISTING LIGHTING CIRCUIT AND CONTROLS. 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM CROSS ENGINEERS, INC 923 MLK Jr. Way APO Tacoma, WA 98405 info@crossengineers.com Phone: (253) 759-0118 IRE Job Number: 20-125 ' 0029060 �ssiONAL 3/2q/23 Z J _ J c Q J J (n w co C-0 00 Qz = LU � 3: 0-) W ~ L1J 0 c):f C.> > ®= ") 0� U ® pC ) , 0 DCC-0 ® N 0 Ta i V/ ry LL 0 O n 0 CL PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE AHJ APPROVAL STAMP LEVEL 2 LIGHTING FLOOR PLAN LEVEL 2 LIGHTING FLOOR PLAN SCALE: 1/8"=1'-O" 8\I SHEET # E20n02 Rlafe guSm&UR architecture interiors planning vizlab 1 2 3 4 5 6 LIGHTING GENERAL NOTES: ------- 0 1. EXISTING FLUORESCENT LIGHT FIXTURES WITHIN BUILDING SHALL BE REPLACED AT SAME LOCATIONS WITH NEW LED LIGHT FIXTURES IDENTIFIED ON FLOOR PLANS. RECONNECT NEW LIGHT FIXTURES TO EXISTING LIGHTING CIRCUITS WITHIN ROOMS. 2. NEW LIGHTING CONTROL SYSTEM SHALL BE WIRELESS LUTRON VIVE, EATON WAVELINX OR SENSORWORX. 3. CONTRACTOR SHALL FIELD VERIFY EXISTING EMERGENCY BATTERY PACK LIGHT LOCATIONS AND REPLACE WITH NEW EMERGENCY BATTERY PACK LIGHT INDICATED ON FLOOR PLANS. WIRELESS LIGHTING CONTROL NOTES: O ROOM CONTROLLED BY OCCUPANCY SENSOR. OCCUPANCY SENSOR SET TO SHUTOFF LIGHT AFTER 15 MINUTES OF NO OCCUPANCY - OCCUPANCY SENSOR SHALL BE AUTOMATIC OFF, MANUAL ON VIA LIGHT SWITCH. O ROOM PROVIDED WITH INTERIOR DAYLIGHT PHOTOSENSOR SET FOR 30 FOOTCANDLES. ENTIRE ROOM SHALL BE PRIMARY DAYLIGHT ZONE AND LIGHTS SHALL DIM AUTOMATICALLY BASED ON DAYLIGHT READING WITHIN ROOM. O ROOM PROVIDED WITH INTERIOR DAYLIGHT PHOTOSENSOR SET FOR 30 FOOTCANDLES. ROOM SHALL HAVE PRIMARY DAYLIGHT ZONE AND NON -DAYLIGHT ZONE WITHIN ROOM. O ROOM SET TO BE ON FROM 6:OOAM TO 9:OOPM. AFTER HOURS ROOM LIGHTS SHALL BE CONTROLLED BY OCCUPANCY SENSOR. O ROOM SET TO BE ON FROM 6:OOAM TO 10:OOPM. IF LIGHT SWITCH IS ACTIVATED AFTER HOURS LIGHTS SHALL TURN OFF AFTER 2-HOURS. 0 PUBLIC CORRIDOR, STAIRWELLS AND LOBBY SHALL BE ON FROM 6:OOAM TO 10:OOPM. ELECTRICAL NOTES: CONTRACTOR SHALL REMOVE CEILING MOUNTED LIGHT FIXTURE AND PROVIDE NEW TYPE A10 WALL MOUNTED LIGHT FIXTURE AT +8'-0" ABOVE STAIR LANDINGS. PROVIDE NEW 3/4"C-(2)#12 CU & (1)#12 CU GRID AND CONNECT NEW LIGHT FIXTURES TO EXISTING LIGHTING CIRCUIT AND CONTROLS. 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM CROSS ENGINEERS, INC 923 MLK Jr. Way APO Tacoma, WA 98405 info@crossengineers.com Phone: (253) 759-0118 IRE Job Number: 20-125 y ' 0029060 RFG�STER�� ssiONAL 3/2q/23 Z J J c Q J J Cn wC-0 CD CO Qz = UU � <3: M W ~ 0 LU 0 c):f C.> > ®= ") 0 Q U ® pC ) , 0 0 DCC-0 ® N 0 Ta i V/ ry LL 0 O n 0 CL PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE AHJ APPROVAL STAMP LEVEL 3 LIGHTING FLOOR PLAN LEVEL 3 LIGHTING FLOOR PLAN SCALE: 1/8"=1'-O" F\I SHEET # E20n03 ELECTRICAL NOTES: CORE DRILL EXISTING BLOCK/CONCRETE WALL. NEW (2)4"C-(4)#400 KCM CU & (1)#3/0 CU GRID ROUTED SURFACE ACROSS CEILING OF DUMPSTER ENCLOSURE AND SALLY PORT. PROVIDE MOUNTING HARDWARE FOR ROUTING SUPPORT OF CONDUIT. NEW (2)4"C-(4)#400 KCM CU & (1)#3/0 CU GRID ROUTED ABOVE LAY -IN CEILING. PROVIDE MOUNTING HARDWARE FOR ROUTING SUPPORT OF CONDUIT. WORKSTATION FURNITURE WITHIN AREA TO BE REMOVED AND RECONFIGURED TO ACCOMMODATE EIGHT(8) NEW DESK LOCATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING ELECTRICAL DEVICES AT EXISTING WORKSTATIONS AND SHALL DISCONNECT/REMOVE BACK TO NEAREST JUNCTION BOX TO REMAIN. SEE ARCHITECTURAL FLOOR PLANS FOR UPDATED FURNITURE/DESK LAYOUTS AND PROVIDE ONE(1) NEW 125V, 20A, DUPLEX RECEPTACLE AT EACH DESK LOCATION. PROVIDE 3/4"C-(2)#12 CU & (1)#12 CU GRID AND CONNECT FOUR(4) RECEPTACLES PER CIRCUIT. RECONNECT NEW RECEPTACLES TO EXISTING POWER CIRCUITS #15 AND #24 CONNECTED TO (E)PANEL R1. Rlafe gu►Sm&UR architecture interiors planning vizlab 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM CROSS ENGINEERS, INC All, 923 MLK Jr. Way Tacoma, WA 98405 info@crossengineers.com Phone: (253) 759-0118 19 Job Number: 20-125 3/2q/23 'j rn IHP Z w ECEPT. Q UU c 3: (E AN L R0 1/ - - - - - - U O 0 WORK 1 CONF. 1 pC U 0 1 i i / LOBBY 1 n/ - Cfl IHP / a O N / INTER. / / 4 HOLD. 1 1 I U J. SGT.Ll 1 1 DETECT. ;/LJD\ I I 11 II II II J I NEMA 3R, ED ON PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE AHJ APPROVAL STAMP LEVEL 1 POWER FLOOR PLAN LEVEL 1 POWER FLOOR PLAN SCALE: 1 /8"=V-0" .i SHEET # E30n0l 1 2 3 4 5 6 RICEfergusMILLER architecture interiors planning vizlab B ------- G) 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM CROSS ENGINEERS, INC 923 MLK Jr. Way Ammi Tacoma, WA 98405 info@crossengineers.com Phone: (253) 759-0118 IQ Im Job Number: 20-125 BEN L' tiG C� j�� oososo �SS�ONAL 3/2q/ 23 Z J J m Q wCO C-0 Q Z — U LU rn = W U)� W U wOf 0 O = U � V p� U 0� n 0 DC a. rY co F- Q O N 0 _—F- U ry w 0 0 �c 0 a. PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE AHJ APPROVAL STAMP LEVEL 2 POWER FLOOR PLAN N LEVEL 2 POWER FLOOR PLAN SCALE: 1 /8"=1'-0" SHEET # E30n02 RICEfergusmiLLER architecture interiors planning vizlab 1 2 3 4 5 6 I � � I IHP � I�II�I�II�I HALL 1.3 CC -----CCTV i ------ IHP `~ C. CONF. A E)PANEL R3 C. CONF. B C. WORK E ---- - --- --- --- - -� � IHP / NF.3 / ' WORK 3 - - - - ' LOBBY 3B G- - - - - - -----I------- ' - - - - - - - --- - - SIGN - -- - - - - - - - - -- (E)PANEL R3B I ' IHP SIGN 1 ' LOBBY 3' 3H IHP 3 CRT. CLK i JURY ; JUDGE X IHP 'F ALL 2.3 - - --K) Z 0 --- � � �------- WITN. ATTY. EH EH 4 O O 5 i------- ------ EF Ile 2 i I � � 7 8 9 10 11 N LEVEL 3 POWER FLOOR PLAN SCALE: 1 /8"=1'-0" 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM CROSS ENGINEERS, INC mmi 923 MILK Jr. Way Tacoma, WA ay info@crossengineers.com Phone: (253) 759-0118 Job Number: 20-125 BEN L' tiG 0029060 /s-T �SS�ONAL '3 3/2q/ 23 Z 0 J J m Q C-0 Cfl 00 Q Z � U LLJ � z W U)� W wQ Uc) V U 0 ry � � 0 N 0 F V � 0 0 0 a. PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE AHJ APPROVAL STAMP LEVEL 3 POWER FLOOR PLAN SHEET # E30n03 �U / / / / / / i / i / COUNCIL ER � / COUNCIL COURT / / / i / / i Rlafe guSm&UR architecture interiors planning vizlab 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM CROSS ENGINEERS, INC 923 MLK Jr. Way APO Tacoma, WA 98405 info@crossengineers.com Phone: (253) 759-0118 Job Number: 20-125 J m I J J a A-- U N y _0029060_ ta4 U) z w M W �C AL 3/2q/23 AJ 0 Q Z U 0 LL 0 (I- �Q0 w `Y' w GO U � w Q u) U O 0- 0 =Of N � PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE AHJ APPROVAL STAMP MECHANICAL ILT�1*W11_101101a FLOOR 1 POWER PLAN MECHANICAL MEZZANINE FLOOR 1 POWER PLAN SCALE: 1 /4"=V-0" SHEET # E30n04 Rlafe gu►Sm&UR architecture interiors planning vizlab PANEL L1 100A ELEVATOR PANEL F 300A I / / CITY HALL BUILDING / / EXTERIOR EXTERIOR LEGEND: EXISTING ' EXISTING TO BE REMOVED/REPLACED PUMP HOUSE CONDUIT AND CONDUCTOR SCHEDULE: A(E)(2)3-1/2"C-(4)#350 KCM CU A(E)3-1/2"C-(4)#350 KCM CU & (1)#2 CU GRID A (E)(2)2"C-(3)#4/0 CU & (1)#2 CU GRID EACH A (E)1-1/2"C-(3)#1 CU & (1)#6 CU GRID A (E)1-1/2"C-(4)#1 CU & (1)#6 CU GRID A (E)3-1/2"C-(3)#350 KCM CU & (1)#2 CU GRID A (E)(2)2-1/2"C-(4)#250 KCM AL & (1)#2 AL GRID EACH A (E)2"C-(4)#3/0 CU & (1)#6 CU GRID A (E)2"C-(4)#1/0 CU & (1)#6 CU GRID A (E)1 "C-(4)#6 CU & (1)#10 CU GRID A (E)4"C-(4)#600 KCM CU A (E)4"C-(4)#600 KCM CU & (1)#2 CU GRID WEATHERHEAD ABOVE ROOF / / / / , �11 / TO PSE POWER POLE AT CORNER OF CLINE AVE / KITSAP STREET /I/ / / / / / / / / / / / / / v / PANEL ' I I A 200A / , REMOTE METER (LLF,� ON EXTERIOR OF ' PUMP HOUSE 400A, / ' I 75KVACT / 8 � ,' ,' / D'I S / , ,'40dA// / 4 ' , , , , ,� 12 , , , 12 / /I/ I GRID " REMOTE METER 3 ' ' ' '11 ' ' ' EXISTING 300KW, 480V, ON EXTERIOR , ' ' ' i CHILLER LOCATED i TO CISTERN 3PH, DIESEL GENERATOR OF BUILDING ' i PUMP TO BE REMOVED co co co ' ' ' ' ' I EXTERIOR TO PUMP I 12 " / I HOUSE TO BE REMOVED I M , OC K (o oC oC OC oC I I 400A, 480V, 3PH MANUAL TRANSFER SWITCH 400/3 , O /{�/ O O O O O / / / / / / 1 CO r 1 / ' , M r co co I I / / / / , '� � � � T ALLOW TRANSFER F GENERATOR T SUPPLY POWER TO CITY HALL , , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------------------------------- 4W, 22K AIC, SWITCHBOARD ' TO PSE POWER POLE � ' ' � � � � � ,' . / �� /' ' (E)600A, 480/277V, 3PH, GRID ON PROSPECT STREET (E)KIRK KEY INTERLOCK BETWEEN MAIN AND GENERATOR BREAKER TO BE REMOVED EXISTING/DEMO POWER RISER DIAGRAM NO SCALE 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM CROSS ENGINEERS, INC A 923 MLK Jr. Way Tacoma, WA 98405 ..< info@crossengineers.com Phone: (253) 759-0118 Job Number: 20-125 N "CO yG� ,o . -o l- CL- �°oA �,002sosoo �FSs�ONALR�-�� 3/2q/ 23 � J J J Cn w C.0 Qz = UU LUM 00 W0 ��o Cf) wQ ® U) 0 pC ) 0- 0 �® Y� _- ® N 0 Ta i V/ ry LL 0 O n 0 CIL PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE AHJ APPROVAL STAMP EXISTING/ DEMO POWER RISER DIAGRAM SHEET # E40n0l ELECTRICAL NOTES: CONDUIT AND CONDUCTOR SCHEDULE: RICfe"gusmILMR architecture interiors planning vizlab (E)ELEVATOR (E)600A, 480/277V, 3PH, 4W, 22K AIC, SWITCHBOARD CONNECT NEW CONDUCTORS TO EXISTING SWITCHBOARD CITY HALL BUILDING EXTERIOR EXTERIOR PUMP HOUSE TO SOLAR ARRAY LOCATION OF ROOF ON NEW CANOPY STRUCTURE. COORDINATE TERMINATION POINT WITH SOLAR ARRAY SHOP DRAWINGS. PROVIDE NEW 800A, 480V, 3PH, 4W SERVICE ENTRANCE RATED ATS WITH 800A/3-POLE CIRCUIT BREAKER SERVING NEW MDP AND 600A/3-POLE CIRCUIT BREAKER SERVING NEW GENERATOR. E�> PROVIDE 100A/3-POLE BREAKER TO SERVE EXISTING PANEL A, 125/3-POLE CIRCUIT BREAKER WITH VFD AND HAND -OFF -AUTO FOR (E)CISTERN PUMP. PROVIDE ADDITIONAL 100A/3-POLE SPACE. LEGEND: EXISTING NEW CANOPY STRUCTURE NEW PSE SOLAR PRODUCTION METER PER PSE STANDARDS AND REQUIREMENTS ON EXTERIOR OF EXISTING PUMP HOUSE 3 NEW 400A, 480V, 3PH, 4W, MOTOR CONTROL CENTER WITH VFD FOR (E)CISTERN PUMP MOTOR. FIELD VERIFY VFD CONFIGURATION AND SIZE WITH (E)CISTERN PUMP. ANOT USED A(E)3-1/2"C-(4)#350 KCM CU & (1)#2 CU GIRD ANOT USED (E)1-1/2"C-(3)#1 CU & (1)#6 CU GRID A (E)1-1/2"C-(4)#1 CU & (1)#6 CU GRID A (E)3-1/2"C-(3)#350 KCM CU & (1)#2 CU GIRD A (E)(2)2-1/2"C-(4)#250 KCM AL & (1)#2 AL GRID EACH A (E)2"C-(4)#3/0 CU & (1)#6 CU GRID A (E)2"C-(4)#1/0 CU & (1)#6 CU GRID A (E)1"C-(4)#6 CU & (1)#10 CU GRID A NEW (3)4"C-(4)#400 KCM CU A NEW (3)4"C-(4)#400 KCM CU & (1)#4/0 CU GRID EACH ANEW (2)3"C-(4)#350 KCM CU & (1)#1 CU GIRD EACH ANEW (2)4"C-(4)#500 KCM CU & (1)#3/0 CU GRID EACH ANEW 2"C-(4)#2 CU & (1)#8 CU GIRD ANEW (1)2"C.O.- CONDUCTORS PER SOLAR ARRAY SHOP DRAWINGS ANEW 1-1/2"C-(3)#2 CU & (1)#8 CU GRID ANEW 2-1/2"C-(4)#4/0 CU & (1)#2 CU GRID ANEW 2-1/2"C-(4)#4/0 CU & (1)#6 CU GRID (E)PSE POWER POLE AT CORNER OF KITSAP STREET AND CLINE AVE. CANOPY STRUCTURE -< NEW PSE POLE MOUNTED XFMR'S NEW 80KW, 480V, 3PH, 4W SOLAR INVERTER NEW 100A, 480V, 3PH, 4W, NEMA 3R, FUSED DISCONNECT WITH 100A FUSES ON EXTERIOR OF EXISTING PUMP HOUSE 101ITITAFITITIEWS19=01d►1N_wclzw I NEW 400KW, 480V, 3PH, 4W DIESEL GENERATOR PUMP TRANSFORMER GRID —------------------- 1------------------------- i-------------------------------------------------------------------------------------------------------------—----------------------------- 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM CROSS ENGINEERS, INC 923 MLK Jr. Way Tacoma, WA 98405 p� Minfo@crossengineers.com Phone: (253) 759-0118 Job Number: 20-125 �L it -0 0029060 STER�� S�ONAL 3/1q/23 J J (n II.- w co C-0 Qz = LU � <3: 00 M W ® ~ LU 0 C.> > 0 ") 0� Q U ® U 0- 0 cfl 0 N0 TQ i V/ Iyoo LL 0 0 n 0 CL PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE AHJ APPROVAL STAMP EXISTING/ NEW POWER RISER DIAGRAM EXISTING/NEW POWER RISER DIAGRAM NO SCALE SHEET # E40n02 NEW NEW ET * * Z___l * PROVIDE HANDLE TIES FOR ALL MULTI -CIRCUIT HOMERUNS SHARING A NEUTRAL PER THE NATIONAL ELECTRIC CODE ARTICLE 210.4 11 MULTIWIRE BRANCH CIRCUITS, PART (B) DISCONNECTING MEANS. DRAWINGS ARE DIAGRAMMATIC. WHERE THE CONTRACTOR MODIFIES THE CIRCUITING, THE CONTRACTOR SHALL PROVIDE AN INDIVIDUAL NEUTRAL PER CIRCUIT, MULTI -POLE CIRCUIT BREAKERS, OR CIRCUIT BREAKER HANDLE TIE TO MEET THE NEC ARTICLE. ALL COSTS ASSOCIATED WITH MODIFICATIONS SHALL BE INCLUDED IN THE CONTRACTOR'S BID. * PEAK PSE METER DEMAND PRIOR TO PANDEMIC INCLUDES BOTH (E)600A SWITCHBOARD * SEE MECHANICAL EQUIPMENT ELECTRICAL CONNECTION SCHEDULE, SHEET E40.04 AND AND NEW MCC CENTER THAT WILL REPLACE EXISTING 400A MCC CENTER. E40.05 FOR INDIVIDUAL IHP CALLOUTS ASSOCIATED WITH CIRCUIT NUMBERS. ** INCLUDES NEW MECHANICAL LOAD FOR (E)600A SWITCHBOARD. PANEL 4M LOAD CALCULATIONS SERVICE KVA LOAD FACTOR NEC REF. DEMAND LOAD LIGHTING X 1.25 220.19(A)(1) = PANEL 2M LOAD CALCULATIONS RECEPTS TO 10KW X 1.00 220.44 = PANEL MDP LOAD CALCULATIONS RECEPTS OVER 10KW X 0.50 220.44 = - SERVICE KVA LOAD FACTOR NEC REF. DEMAND LOAD SERVICE KVA LOAD FACTOR NEC REF. DEMAND LOAD MOTORS (LARGEST) MOTORS 30.71 X 77.10 X 1.25 430.24 1.00 430.24 = 38.39 = 77.10 LIGHTING X 1.25 220.19(A)(1) _ - LIGHTING 60 X 1.00 220.49(A)(1) _ .75 KITCHEN EQUIP. WELDERS - X X 1.00 220.56 1.00 630.11(B) = RECEPTS TO X 1.00 220.44 220.44 = RECEPTS TO 10KW RECEPTS X 1.00 220.44 = - AIR CONDITIONING X 1.00 220.50 - MOTORS (RECEPTS LARGEST) SKW 13.94 X 10.200 0.24 = 17.43 RECEPTS OVER 10KW - X 0.50 220.44 = ELECTRIC HEAT X 1.00 220.51 = MOTORS 25.81 X 1.00 430.24 = 25.81 ** MOTORS (LARGEST) 30.71 X 1.25 430.24 = 38.39 MISCELLANEOUS X 1.00 - - KITCHEN EQUIP. X 1.00 220.56 ** MOTORS 77.10 X 1.00 430.24 = 77.10 WELDERS - X 1.00 630.11(B) _ - KITCHEN EQUIP. - X 1.00 220.56 - - AIR CONDITIONING - X 1.00 220.50 = - CHARGERS 308.88 X 1.00 = 386.10 TOTAL CONNECTED 107.8 KVA TOTAL DEMAND 115.5 KVA ELECTRIC HEAT X 1.00 220.51 = AI AIR CONDITIONING - X 1.00 220.50 = - (130 AMPS) (139 AMPS) MISCELLANEOUS X 1.00 - ELECTRIC HEAT 1.50 X 1.00 220.51 = 1.50 MISCELLANEOUS .50 X 1.00 = .50 * (E)PEAK PSE DEMAND 190.00 X 1.25 = 237.50 TOTAL CONNECTED 39.8 KVA TOTAL DEMAND 43.2 KVA (110 AMPS) (120 AMPS) TOTAL CONNECTED 609.3 KVA TOTAL DEMAND 741.8 KVA (734 AMPS) (894 AMPS) E,7 PANEL 2P LOAD CALCULATIONS SERVICE KVA LOAD FACTOR NEC REF. DEMAND LOAD LIGHTING X 1.25 220.19(A)(1) _ RECEPTS TO 10KW X 1.00 220.44 = RECEPTS OVER 10KW X 0.50 220.44 = MOTORS (LARGEST) X 1.25 430.24 = MOTORS X 1.00 430.24 = KITCHEN EQUIP. X 1.00 220.56 = EV CHARGERS 49.92 X 1.25 = 62.40 AIR CONDITIONING - X 1.00 220.50 = ELECTRIC HEAT 1.50 X 1.00 220.51 = 1.50 MISCELLANEOUS .50 X 1.00 = .50 TOTAL CONNECTED 51.9 KVA TOTAL DEMAND 64.4 KVA (144 AMPS) (179 AMPS) SURFACE MOUNTING PANEL SCHEDULE 42 000 AIC No. MpP LOCATION: PUMP HOUSE SERVING: EQUIPMENT 480/277 VOLTS 3PHASE 4WIRE 1000 AMPS WITH 1000 MAIN BREAKER CKT N0. LOAD DESCRIPTION KVA TRIP TRIP AMPS AMPS KVA LOAD DESCRIPTION CKT N0. 1 E SWITCHBOARD 600; - 3 100 3 100 3 30 3 100 3 400 3 100 3 100 3 100 3 20 20 30 � � 3 MCC CENTER 2 3 4 5 6 7 EV CHARGER 64.74 -SOLAR SYSTEM 8 9 10 11 12 13 EV CHARGER 64.74 64.74 EV CHARGER 14 15 16 17 18 19 SPARE 64.74 EV CHARGER 20 21 22 23 24 25 PANEL 2P VIA 51.90 .60 CANOPY LIGHTS 26 27 75KVA XFMR SPARE 28 29 SPACE 30 31 SPACE 32 33 34 35 SPACE 36 38 37 TVSS 39 40 41 SPACE 42 REMARKS: CONNECTED LOAD: 609.3 KVA 734 AMPS DEMAND LOAD: 741.8 KVA 894 AMPS SURFACE MOUNTING PANEL SCHEDULE 22 000 AIC No. 4M LOCATION: MECHANICAL ROOM SERVING: EQUIPMENT 4801277 VOLTS 3PHASE 4WIRE 200 AMPS WITH MAIN LUGS CKT N0. LOAD DESCRIPTION KVA TRIP TRIP AMPS AMPS KVA LOAD DESCRIPTION CKT N0. 1 OU-1 19.09 30 3 30 3 20 20 20 50 3 100 3 - - 30.71 OU-3 2 3 4 5 OU-2 6 7 18.26 39.80 PANEL 2M VIA 8 9 75KVA XFMR 10 11 12 13 SPARE SPACE 14 15 SPARE 16 17 SPARE 18 19 SPACE 20 21 22 24 23 25 26 27 28 29 SPACE SPACE 30 REMARKS: CONNECTED LOAD: 107.8 KVA 130 AMPS DEMAND LOAD: 115.5 KVA 139 AMPS SURFACE MOUNTING PANEL SCHEDULE 10 000 AIC No. 2M LOCATION: MECHANICAL ROOM SERVING: EQUIPMENT 120/208 VOLTS 3PHASE 4WIRE 200 AMPS WITH 200 MAIN BREAKER CKT N0. LOAD DESCRIPTION KVA TRIP TRIP AMPS AMPS KVA LOAD DESCRIPTION CKT N0. 1 ERV-1 2.81 20 2 20 2 20 2 20 20 20 20 2 20 2 20 2 20 20 20 ' 2 20 20 2 80 2 20 2 20 2 20 2 20 2 2.81 ERV-3 2 3 4 5 ERV-2 2.81 .70 EF-1,EH-1 6 8 7 1.45 OU-TELEC 9 BCC-1,IHP QTY OF 14 1.12 10 11 13.94 HPWH-1 12 13 EH-2 .50 14 15 EF-3,EH-3 .63 .90 BCC-3,IHP QTY OF 8 16 17 EF-2,EH-4,EH-5 1.13 18 19 BCC-2,IHP QTY OF 11 .96 .84 BCC-3S,IHP QTY OF 9 20 21 22 23 BCC-2S,IHP QTY OF 13 .92 2.61 IHP-COUNCIL,COURT 24 25 26 27 ERV-COUNCIL 2.81 2.81 ERV-COURT 28 29 30 31 SPARE SPACE 32 33 SPARE 34 35 SPACE 36 37 38 40 39 41 SPACE SPACE 42 REMARKS: CONNECTED LOAD: 39.8 KVA 110 AMPS DEMAND LOAD: 43.2 KVA 120 AMPS SURFACE MOUNTING PANEL SCHEDULE 10 000 AIC No. 2P LOCATION: PUMP HOUSE SERVING: EQUIPMENT 120/208 VOLTS 3PHASE 4WIRE 200 AMPS WITH 200 MAIN BREAKER CKT N0. LOAD DESCRIPTION KVA TRIP TRIP AMPS AMPS KVA LOAD DESCRIPTION CKT N0. 1 EV CHARGER 6.24 40 2 40 2 40 2 40 2 20 20 40 2 40 2 40 2 40 2 40 2 40 2 30 3 6.24 EV CHARGER 2 3 EV CHARGER EV CHARGER 4 5 6.24 6.24 6 7 8 9 EV CHARGER 6.24 6.24 EV CHARGER 10 11 12 13 EV CHARGER 6.24 6.24 EV CHARGER 14 15 16 17 GENERATOR BLOCK HEATER 1.50 SPARE 18 19 GENERATOR BATT. HEATER .50 20 21 SPARE SPARE 22 23 SPARE 24 25 SPACE SPACE 26 27 28 29 30 31 32 33 34 35 SPACE 36 37 SPACE 38 39 40 41 SPACE 42 REMARKS: CONNECTED LOAD: 51.9 KVA 144 AMPS DEMAND LOAD: 64.4 KVA 179 AMPS RIC IIIILLER architecture interiors planning vizlab 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARGH.GOM CROSS ENGINEERS, INC 923 MILK Jr. Way Tacoma, WA 98405 info@crossengineers.com Phone: (253) 759-0118 Job Number: 20-125 AL LU > 0- U) = 0 C) c) Of Qf 0 , 0 C-0 M LU < 3: 0 W 0 CL 0 3/1q/23 J J Cn w CO � Qz PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE AHJ APPROVAL STAMP PANEL SCHEDULES SHEET # E40n03 MECHANICAL EQUIPMENT ELECTRICAL CONNECTION SCHEDULE ITEM DESCRIPTION LOCATION VOLTS PHASE HP MIN. CIRCUIT DISC. FUSES MAGNETIC FEEDER CIRCUIT NOTES KW AMPS SWITCH STARTER NUMBER CC 1 BRANCH CIRCUIT CONTROLLER LEVEL 1 208 1 - - 1.82 0 - - 3/4"C-2#12 CU & 1#12 CU GRID 2M-9,11 CC 2 BRANCH CIRCUIT CONTROLLER LEVEL 2 208 1 - - 1.82 - - 3/4"C-2#12 CU & 1#12 CU GRID 2M-19,21 / 1 - - 87 - CC 2S BRANCH CIRCUIT CONTROLLER LEVEL 2 208 - 3/4"C-2#12 CU & 1#12 CU GRID 2M-23,25 CC 3 BRANCH CIRCUIT CONTROLLER LEVEL 3 208 1 - - 1.82 0 - - 3/4"C-2#12 CU & 1#12 CU GRID 2M-16,18 CC 3S LEVEL 3 208 0 2M-20,22 BRANCH CIRCUIT CONTROLLER 1 - - 1.71 - - 3/4"C-2#12 CU & 1#12 CU GRID EF EXHAUST FAN LEVEL 1 120 1 1/10 ;-' 1.60 z - 0 - - 3/4"C-2#12 CU & 1#12 CU GRID 2M-6 EF 2 EXHAUST FAN LEVEL 3 120 1 1/15 1.07 - 0 - - 3/4"C-2#12 CU & 1#12 CU GRID 2M-17 EF EXHAUST FAN LEVEL 3 120 1 1/15/ - 1.07 0 - - 3/4"C-2#12 CU & 1#12 CU GRID 2M-15 EH 1 ELECTRIC HEATER LEVEL 1 120 1 - 50 4.20 - - 3/4"C-2#12 CU & 1#12 CU GRID 2M-6 EH 2 LEVEL 2 120 O - 3/4"C-2#12 CU & 1#12 CU GRID 2M-13 ELECTRIC HEATER 1 - 50 4.20 - EH 3 ELECTRIC HEATER LEVEL 3 120 1 - .50 4.20 - - 3/4"C-2#12 CU & 1#12 CU GRID 2M-15 EH LEVEL 3 120 0 - 3/4"C-2#12 CU & 1#12 CU GRID ELECTRIC HEATER 1 - .50 4.20 - 2M-17 EH ELECTRIC HEATER LEVEL 3 120 1 ;Z50 4.20 O - - 3/4"C-2#12 CU & 1#12 CU GRID 2M-17 ER 1 ENERGY RECOV. VENTILATOR LEVEL 1 220 1 - - 12.81 0 - 3/4"C-2#12 CU - & 1#12 CU GRID 2M-1,3 ER 2 ENERGY RECOV. VENTILATOR LEVEL 1 220 1 - - 12.81 0 - - 3/4"C-2#12 CU & 1#12 CU GRID 2M-5,7 ER 3 LEVEL 1 0 ENERGY RECOV. VENTILATOR 220 1 - , - 12.81 - - 3/4"C-2#12 CU & 1#12 CU GRID 2M-2,4 ER COUNCIL ENERGY RECOV. VENTILATOR ENERGY RECOV. VENTILATOR MECHANICAL MEZZANINE 220 1 - - 12.81 0 - 3/4"C-2#12 CU - & 1#12 CU GRD & 1#12 CU GRID2M-28,30 2M-27,29 O COURT MEZZANINE 220 1 /- 12.81 0 HPWH HEAT PUMP WATER HEATER LEVEL 1 208 1 - / - 67.00 3P100 80 - 1-1/2"C-2#4 CU & 1#8 CU GRID 2M-12,14 IHP ASST. CLERK INDOOR HEAT PUMP LEVEL 2 208 1 - - .24 0 - - 3/4"C-2#12 CU & 1#12 CU GRID 2M-19,21 IHP ASST. ENGR. INDOOR HEAT PUMP LEVEL 2 208 1 - - .24 0 - - 3/4"C-2#12 CU & 1#12 CU GRID 2M-23,25 IHP ASST. PLAN. INDOOR HEAT PUMP LEVEL 2 208 1 - - .24 0 - - 3/4"C-2#12 CU & 1#12 CU GRID 2M-23,25 IHP INDOOR LEVEL 2 0 - 3/4"C-2#12 CU 208 1 - 24 - 2M-19,21 ASST. TRES. HEAT PUMP - & 1#12 CU GRID IHP INDOOR LEVEL 3 208 1 - .24 0 - - 3/4"C-2#12 CU 2M-20,22 ATTY HEAT PUMP - & 1#12 CU GRID IHP INDOOR LEVEL 2 0 - 3/4"C-2#12 CU 2M-19,21 208 1 - 24 - AUDIT HEAT PUMP - & 1#12 CU GRID IHP BILL INDOOR HEAT PUMP LEVEL 2 208 1 - - .28 0 - - 3/4"C-2#12 CU & 1#12 CU GRID 2M-19,21 IHP BREAK INDOOR HEAT PUMP LEVEL 1 208 1 - - .24 0 - - 3/4"C-2#12 CU & 1#12 CU GRID 2M-9,11 IHP C. CONF. A INDOOR HEAT PUMP LEVEL 3 208 1 - - .29 0 - - 3/4"C-2#12 CU & 1#12 CU GRID 2M-16,18 IHP C. CONF. B INDOOR HEAT PUMP LEVEL 3 208 1 - - .29 0 - - 3/4"C-2#12 CU & 1#12 CU GRID 2M-16,18 IHP C. WORK INDOOR HEAT PUMP LEVEL 3 208 1 / .29 0 - - 3/4"C-2#12 CU & 1#12 CU GRID 2M-16,18 IHP CAD INDOOR HEAT PUMP LEVEL 2 208 1 - - .29 0 - - 3/4"C-2#12 CU & 1#12 CU GRID 2M-23,25 IHP INDOOR LEVEL 3 208 0 - 3/4"C-2#12 CU 2M-16,18 1 - .24 - CCTV HEAT PUMP - & 1#12 CU GRID MECHANICAL EQUIPMENT ELECTRICAL CONNECTION SCHEDULE HP MIN. ITEM DESCRIPTION LOCATION VOLTS PHASE CIRCUIT DISC. FUSES MAGNETIC FEEDER CIRCUIT NOTES KW AMPS SWITCH STARTER NUMBER IHP INDOOR LEVEL 1 208 1 - 24 0 - - 3/4"C-2#12 CU 2M-9,11 cHF. ASST. HEAT PUMP - & 1#12 CU GRID IHP INDOOR LEVEL 1 208 1 - .24 0 - - 3/4"C-2#12 CU 2M-9,11 CHIEF HEAT PUMP - & 1#12 CU GRID IHP INDOOR LEVEL 2 208 3/4"C-2#12 CU 2M-19,21 1 - .28 - - CITYADMIN. HEAT PUMP - & 1#12 CU GRID IHP INDOOR LEVEL 2 208 1 - .28 0 - - 3/4"C-2#12 CU 2M-19,21 CLERK HEAT PUMP LEVEL 2 208 - - - & 1#12 CU GRID 3/4"C-2#12 CU 2M-19,21 IHP INDOOR 1 - .24 0 CLK FILE HEAT PUMP - & 1#12 CU GRID IHP INDOOR LEVEL 1 208 1 - 24 0 - - 3/4"C-2#12 CU 2M-9,11 CONF. 1 HEAT PUMP - & 1#12 CU GRID IHP INDOOR LEVEL 3 208 1 - 39 0 - - 3/4"C-2#12 CU 2M-16,18 CONF. 3 HEAT PUMP - & 1#12 CU GRID IHP INDOOR MECHANICAL 208 1 - 8.20 0 - - 3/4"C-2#12 CU 2M-24,26 COUNCIL HEAT PUMP MEZZANINE - & 1#12 CU GRID IHP INDOOR MECHANICAL 208 1 - 4.38 0 - - 3/4"C-2#12 CU 2M-24,26 COURT HEAT PUMP MEZZANINE - & 1#12 CU GRID IHP INDOOR LEVEL 3 208 3/4"C-2#12 CU 2M-20,22 1 - .24 0 - - CRT. CLK. HEAT PUMP - & 1#12 CU GRID IHP INDOOR LEVEL 1 208 1 - .24 0 - - 3/4"C-2#12 CU 2M-9,11 cusT. HEAT PUMP LEVEL 1 208 - & 1#12 CU GRID IHP INDOOR 1 - .24 0 - - 3/4"C-2#12 CU 2M-9,11 DETECT. HEAT PUMP - & 1#12 CU GRID IHP INDOOR LEVEL 2 208 1 - .28 0 - - 3/4"C-2#12 CU 2M-23,25 ENGR. HEAT PUMP - & 1#12 CU GRID IHP INDOOR - - 3/4"C-2#12 CU 2M-23,25 LEVEL 2 208 1 - .24 0 ENGR. CONF. HEAT PUMP - & 1#12 CU GRID IHP INDOOR LEVEL 1 208 1 - .24 0 - - 3/4"C-2#12 CU 2M-9,11 EVID. HEAT PUMP - & 1#12 CU GRID IHP INDOOR LEVEL 2 208 1 - 28 0 - - 3/4"C-2#12 CU 2M-23,25 FILES HEAT PUMP - & 1#12 CU GRID IHP INDOOR LEVEL 3 208 1 - .24 0- - 3/4"C-2#12 CU 2M-16,18 HALL 1.3 HEAT PUMP - & 1#12 CU GRID IHP INDOOR LEVEL 2 208 1 - .28 0 - - 3/4"C-2#12 CU 2M-23,25 HALL 2 HEAT PUMP LEVEL 3 208 - & 1#12 CU GRID 2M-20,22 IHP INDOOR 1 - .28 0 - - 3/4"C-2#12 CU HALL2.3 HEAT PUMP - & 1#12 CU GRID IHP INDOOR LEVEL 1 208 1 - .24 0 - - 3/4"C-2#12 CU 2M-9,11 HOLD. HEAT PUMP INDOOR - & 1#12 CU GRID IHP LEVEL 1 208 1 - .24 0 - - 3/4"C-2#12 CU 2M-9,11 INTER. HEAT PUMP - & 1#12 CU GRID IHP INDOOR LEVEL 3 208 1 - 28 0 - - 3/4"C-2#12 CU 2M-20,22 JUDGE HEAT PUMP - & 1#12 CU GRID IHP INDOOR LEVEL 3 208 1 - .28 0 - - 3/4"C-2#12 CU 2M-20,22 JURY HEAT PUMP - & 1#12 CU GRID IHP INDOOR LEVEL 2 208 1 - 24 0 - - 3/4"C-2#12 CU 2M-19,21 LAN. MGR. HEAT PUMP - & 1#12 CU GRID IHP INDOOR LEVEL 1 208 1 - 39 0 - - 3/4"C-2#12 CU 2M-9,11 LOBBY 1 HEAT PUMP - & 1#12 CU GRID IHP INDOOR LEVEL 2 208 1 - .24 0 - - 3/4"C-2#12 CU 2M-23,25 LOBBY2A HEAT PUMP - & 1#12 CU GRID IHP INDOOR LEVEL 2 208 1 - .39 0 - - 3/4"C-2#12 CU 2M-23,25 LOBBY2B HEAT PUMP - & 1#12 CU GRID IHP INDOOR - - 3/4"C-2#12 CU 2M-16,18 LEVEL 3 208 1 - 39 0 LOBBY 3A HEAT PUMP - & 1#12 CU GRID IHP INDOOR LEVEL 3 208 1 - .39 0 - - 3/4"C-2#12 CU 2M-16,18 LOBBY 3B HEAT PUMP - & 1#12 CU GRID IHP INDOOR LEVEL 2 208 3/4"C-2#12 CU 2M-19,21 1 - .28 0 - - MAYOR HEAT PUMP - & 1#12 CU GRID IHP INDOOR LEVEL 1 208 1 - 28 0 - - 3/4"C-2#12 CU 2M-9,11 OFFICERS HEAT PUMP - & 1#12 CU GRID IHP INDOOR LEVEL 2 208 1 - .28 0 - - 3/4"C-2#12 CU 2M-23,25 PLAN HEAT PUMP - & 1#12 CU GRID IHP INDOOR LEVEL 1 208 1 - .24 0 - - 3/4"C-2#12 CU 2M-9,11 RECEPT. HEAT PUMP - & 1#12 CU GRID MECHANICAL EQUIPMENT CONNECTION SCHEDULES NOTES: 0 PROVIDE 20A MOTOR RATED TOGGLE SWITCH O UNIT PROVIDED WITH BUCK -BOOST TRANSFORMER. ELECTRICAL CONTRACTOR SHALL INSTALL AND CONNECT. O DISCONNECTING MEANS INTEGRAL TO WALL HEATER. RICfe"gusmILMR architecture interiors planning vizlab 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 0 J I J J a A L_J O 0 CL CROSS ENGINEERS, INC 923 MLK Jr. Way Tacoma, WA 98405 info@crossengineers.com Phone: (253) 759-0118 Job Number: 20-125 BEN ' s �'� \ 0029060 o��ss�ONALR�-��, z LL1 M W 3/1q/23 LJ z. �Q0 LU `0 LEI GO Q U LU Q U) U 0- Of O = Of N � PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE AHJ APPROVAL STAMP LECTRICAL SCHEDULES SHEET # E40n04 MECHANICAL EQUIPMENT ELECTRICAL CONNECTION SCHEDULE HP MIN. ITEM DESCRIPTION LOCATION VOLTS PHASE CIRCUIT DISC. FUSES MAGNETIC FEEDER CIRCUIT NOTES KW AMPS SWITCH STARTER NUMBER IHP INDOOR LEVEL 1 208 1 - .24 - - 3/4"C-2#12 CU 2M-9,11 SGT. HEAT PUMP - & 1#12 CU GRID IHP INDOOR LEVEL 3 208 1 - .24 0 - - 3/4"C-2#12 CU 2M-20,22 SIGN 1 HEAT PUMP - & 1#12 CU GRID IHP INDOOR LEVEL 3 208 3/4"C-2#12 CU 1 - 24 - - 2M-20,22 SIGN 2 HEAT PUMP - & 1#12 CU GRID IHP INDOOR LEVEL 2 208 1 - 24 0 - - 3/4"C-2#12 CU 2M-23,25 sT. coNl=. HEAT PUMP LEVEL 2 208 - & 1#12 CU GRID 2M-23,25 IHP INDOOR 1 - .29 - - 3/4"C-2#12 CU TELEC. HEAT PUMP - & 1#12 CU GRID IHP INDOOR LEVEL 2 208 1 - 24 0 - - 3/4"C-2#12 CU 2M-19,21 TREAS. HEAT PUMP - & 1#12 CU GRID IHP INDOOR LEVEL 3 208 1 - 28 - - 3/4"C-2#12 CU 2M-20,22 wiTN. HEAT PUMP - & 1#12 CU GRID IHP INDOOR LEVEL 1 208 1 - .24 - - 3/4"C-2#12 CU 2M-9,11 WORK 1 HEAT PUMP - & 1#12 CU GRD IHP INDOOR LEVEL 2 208 1 - 24 - - 3/4"C-2#12 CU 2M-23,25 woRK2 HEAT PUMP - & 1#12 CU GRID IHP INDOOR 3/4"C-2#12 CU LEVEL 3 208 1 - 24 - - 2M-20,22 WORKS HEAT PUMP - & 1#12 CU GRID IHP INDOOR LEVEL 2 208 1 - .24 - - 3/4"C-2#12 CU 2M-19,21 WORK RM. HEAT PUMP - & 1#12 CU GRID OU OUTDOOR EXTERIOR 480 3 - 23.00 3P30 30 - 3/4"C-3#10 CU 4M-1,3,5 HEAT PUMP EXTERIOR 480 - NEMA 3R & 1#10 CU GRID OU OUTDOOR 3 - 22.00 3P30 30 - 3/4"C-3#10 CU 4M-7,9,11 2 HEAT PUMP - NEMA 3R & 1#10 CU GRID OU OUTDOOR EXTERIOR 480 3 - 37.00 3P60 50 - 1 "C-3#6 CU 4M-2,4,6 3 HEAT PUMP - NEMA 3R & 1#10 CU GRID OU OUTDOOR EXTERIOR 208 1 - 7.00 2P30 15 - 3/4"C-2#10 CU 2M-8,10 TELEC. HEAT PUMP - NEMA 3R & 1#10 CU GRID MECHANICAL EQUIPMENT CONNECTION SCHEDULES NOTES: O PROVIDE 20A MOTOR RATED TOGGLE SWITCH UNIT PROVIDED WITH BUCK -BOOST TRANSFORMER. ELECTRICAL CONTRACTOR SHALL INSTALL AND CONNECT. O DISCONNECTING MEANS INTEGRAL TO WALL HEATER. RICfe"gusmILMR architecture interiors planning vizlab 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM CROSS ENGINEERS, INC 923 MLK Jr. Way All Tacoma, WA 98405 e===rA M info@crossengineers.com VEEEEEFFH Phone: (253) 759-0118 Job Number: 20-125 J I J J a A U Q V 0 0 CL a _0029060_ c4 z LL1 M W AL 3/2q/23 LJ z. H Q0 w `0 w GO Q U W Q U) O UOf0- O =Of N � PROJECT # 2020013 BID DOCUMENTS ISSUE DATE APRIL 7, 2023 REVISION SCHEDULE AHJ APPROVAL STAMP LECTRICAL SCHEDULES SHEET # E40n05