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FOR REFERENCE-BLD2023-0952+FULL PLAN SET+7.28.2023_9.16.28_AM+36944982 n co 0 LP L0 m N O N 0 Q m c ABBREVIATIONSL LENGTH LAM LAM NATE(D), LIQUID APPLIED MEMBRANE ANGLE LAV LAVATORY AB ANCHOR BOLT LB (S) POUND (S) ACST ACOUSTICAL LF LINEAL FOOT/FEET ADA AMERICANS WITH DISABILITIES ACT LH LEFT HAND ADDL ADDITIONAL LHR LEFT HAND REVERSE ADJ ADJACENT LNDSCP LANDSCAPE AFF ABOVE FINISH FLOOR LOC LOCATION AP ACCESS PANEL LR LIVING ROOM APPROX APPROXIMATE LTG LIGHTING ARCH ARCHITECT (URAL) LVL LAMINATED VENEER LUMBER ASTM AMERICAN SOCIETY OF MACH RM MACHINE ROOM TESTING MATERIALS MAG MAGNET(IC) AWI ARCHITECTURAL MATL MATERIAL WOODWORKING INSTITUTE MAX MAXIMUM BITUM BITUMINOUS MBR MASTER BEDROOM BLDG BUILDING MC MEDICINE CABINET BLKG BLOCKING MECH MECHANICAL BM BEAM MEMB MEMBRANE BO BOTTOM OF MEP MECHANICAL, ELECTRICAL, BOF BOTTOM OF FOOTING PLUMBING BR BEDROOM MEZZ MEZZANINE BSMT BASEMENT MFD MANUFACTURED Btu BRITISH THERMAL UNIT MFR MANUFACTURER CAB CABINET MIN "MINIMUM, MINUTE" CB CATCH BASIN MIRR MIRROR C.C. CENTER TO CENTER MISC MISCELLANEOUS CFM CUBIC FEET PER MINUTE MO MASONRY OPENING CFOI CONTRACTOR FURNISHED; MTL METAL OWNER INSTALLED MULL MULLION CG CORNER GUARD (N) NEW CH CHANNEL NIC NOT IN CONTRACT CI CAST IRON NOM NOMINAL CIP CAST -IN -PLACE (CONCRETE) N NORTH CL CENTERLINE NTS NOT TO SCALE CLG CEILING CA OVERALL CLR CLEAR OC ON CENTER CMU CONCRETE MASONRY UNIT OD "OUTSIDE DIAMETER, DIMENSION" CO CLEAN OUT OFF OFFICE COL COLUMN OH OVERHANG CONC CONCRETE OPP HAND OPPOSITE HAND CONT CONTINUOUS OVHD OVERHEAD COORD COORDINATE PBD PARTICLE BOARD CPT CARPET (ED) PCP PORTLAND CEMENT PLASTER CSMT CASEMENT PERF PERFORATED CT CERAMIC TILE PERIM PERIMETER °or DEG DEGREES PERM PERMANENT DEMO "DEMOLISH, DEMOLITION" PERP PERPENDICULAR DEPT DEPARTMENT PL PROPERTY LINE DET DETAIL PLAM PLASTIC LAMINATE 0 or DIA DIAMETER PLWD PLYWOOD dB DECIBEL POLYISO POLYISOCYANU RATE DIM DIMENSION PR PAIR DN DOWN PRCST PRECAST DS DOWNSPOUT PREFAB PREFABRICATED DW DISHWASHER PRELIM PRELIMINARY DWG(S) DRAWINGS PRKG PARKING DWR DRAWER PROJ PROJECT (E) EXISTING PROP PROPERTY E EAST PSF POUNDS PER SQUARE FOOT EA EACH PSI POUNDS PER SQUARE INCH EIFS EXTERIOR INSULATION AND PSL PARALLEL STRAND LUMBER FINISH SYSTEM PTD PAINTED EL ELEVATION PT "POST -TENSIONED, PRESSURE ELEC ELECTRIC (AL) TREATED" ENCL ENCLOSE (URE) PTN PARTITION EQ EQUAL PVA POLYVINYL ACRYLIC EQUIP EQUIPMENT PVC POLYVINYL CHLORIDE ESMT EASEMENT PVG PAVING EST ESTIMATE (D) QTY QUANTITY EW EACH WAY R "RADIUS, RISER" EXH EXHAUST RCP REFLECTED CEILING PLAN EXP EXPANSION RD "ROOF DRAIN, ROAD" EXT EXTERIOR REC RECESSED FA FIRE ALARM REF "REFER (ENCE), REFRIGERATOR" FACP FIRE ALARM CONTROL PANEL REINF "REINFORCE (D), (ING)" FAM FLUID APPLIED MEMBRANE REQD REQUIRED FD FLOOR DRAIN RESIL RESILIENT FDN FOUNDATION REV "REVISION (S), REVISED" FE FIRE EXTINGUISHER RH "ROOF HATCH, RIGHT HAND" FEC FIRE EXTINGUISHER CABINET RHR RIGHT HAND REVERSE F.G. FINISH GRADE RM ROOM FIN FINISH (ED) RO ROUGH OPENING FL FLASHING ROW RIGHT OF WAY FLR FLOOR RPM REVOLUTIONS PER MINUTE FF FINISH FLOOR / FACE RT RIGHT FM FACTORY MANUAL RWL RAINWATER LEADER FOC FACE OF CONCRETE S SOUTH FOF FACE OF FINISH SAM SELF -ADHERED MEMBRANE FOIC FURNISHED BY OWNER SCHED SCHEDULE INSTALLED BY CONTRACTOR SD STORM DRAIN FOIO FURNISHED BY OWNER SF SQUARE FOOT (FEET) INSTALLED BY OWNER SHT SHEET FOM FACE OF MASONRY SIM SIMILAR FOS FACE OF STUDS SP STANDPIPE FPHB FROSTPROOF HOSE BIBB SPEC SPECIFICATION FPL FIREPLACE SQ SQUARE FRMG FRAMING SQ IN SQUARE INCH FT "FOOT, FEET" SS "SANITARY SEWER,STANDING SEAM" FTG FOOTING SST STAINLESS STEEL FURN FURNITURE STC SOUND TRANSMISSION CLASS G NATURAL GAS STD STANDARD GA GAUGE STL STEEL GALV "GALVANIZED, GALVANIC" STOR STORAGE GAR GARAGE STRUCT STRUCTURE(AL) GB GRAB BAR SUSP SUSPEND(ED) GC GENERAL CONTRACTOR T TREAD GEN GENERAL T&G TONGUE AND GROOVE GL GLASS TBD TO BE DETERMINED GLU LAM GLUED LAMINATED WOOD TEMP TEMPORARY GOVT GOVERNMENT TFF TOP OF FINISH FLOOR GSM GALVANIZED SHEET METAL THK THICK (NESS) GWB GYPSUM WALL BOARD THRU THROUGH HT HEIGHT T.O.B. TOP OF BEAM HB HOSE BIBB T.O.C. TOP OF CURB HDR HEADER T.O.S. TOP OF STRUCTURE HDW HARDWARE T.O.W. TOP OF WALL HDWD HARDWOOD TV TELEVISION HLDN HOLDDOWN TYP TYPICAL HM HOLLOW METAL UBC UNIFORM BUILDING CODE HO HOLD OPEN UL UNDERWRITERS LABORATORIES HORIZ HORIZONTAL UNO UNLESS NOTED OTHERWISE HR HOUR UTIL UTILITY HSS HOLLOW STRUCTURAL SECTION VCT VINYL COMPOSITION TILE HVAC "HEATING, VENTILATION, AND VERT VERTICAL AIR CONDITIONING" VIF VERIFY IN FIELD HWH HOT WATER HEATER V VOLT ID INSIDE DIAMETER W "WEST, WIDTH, WASHER" IE INVERT ELEVATION W/ WITH IIC IMPACT ISOLATION CLASS W/D WASHER / DRYER IN INCH (S) W/o WITHOUT INCL INCLUDING (ED) WC WATER CLOSET INFO INFORMATION WD "WOOD, WOOD DOOR" INSUL INSULATION WDW WINDOW INT INTERIOR WRB WEATHER RESISTIVE BARRIER JAN JANITOR JST JOIST (S) KIT KITCHEN KW KILOWATT MATERIAL LEGEND GENERAL NOTES SYMBOL LEGEND O� MATCH LINE MATCHLINE C 1 NEW COLUMN GRIDS — - — - — - — - — - — DRAWING SHT `\L J SEE XX/X-XXX SHOWING ADJ CONDITION OIL DATUM / CONTROL POINT X X EXIST/ADJACENT BLDG COLUMN GRIDS EXISTING WALL NORTH ARROW NEW WALL WALL TO BE REMOVED BUILDING ELEVATION Al DRAWING NUMBER SHEET NUMBER A210 i 1A ► INTERIOR ELEVATION DRAWING NUMBER SHEET NUMBER 1D A310 1B 1C BUILDING SECTION Al DRAWING NUMBER �01 SHEET NUMBER Z( Al _ WALL SECTION DRAWING NUMBER A210 SHEET NUMBER DETAIL Al DRAWING NUMBER A501 SHEET NUMBER 144.25' SPOT ELEVATION ALUM 1 FINISH TAG 8'-0 CEILING HEIGHT TAG ROOM NAME ROOM TAG 000 101 DOOR TAG 1t WINDOW TAG W1 ASSEMBLY TAG (WALL, FLOOR, CLG, ROOF) REVISION TAG / REVISION CLOUD 1. GENERAL: 5. DIMENSIONS: A. THE CONTRACTOR SHALL BE GOVERNED BY ALL CONDITIONS AS INDICATED IN THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS. CONSTRUCTION DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY, A. DO NOT SCALE THESE DRAWINGS. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING AND WHAT IS CALLED FOR BY EITHER WILL BE BINDING AS IF CALLED FOR BY ALL. PROVIDE WORK SHOWN CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY. THE OR REFERRED TO ON ONE SET OF DRAWINGS AS THOUGH SHOWN ON ALL RELATED DRAWINGS. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS AND SHALL NOTIFY THE B. THE SPECIFICATIONS CONTAIN PERTINANT DETAILED INFORMATION ABOUT EACH BUILDING COMPONENT; ARCHITECT OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO THEY ARE A PART OF THE CONTRACT DOCUMENTS AND MUST BE USED IN CONJUNCTION WITH THE PROCEEDING WITH THE ITEM OF WORK AFFECTED. DRAWINGS. B. EXISTING EXTERIOR WALLS TO REMAIN INCLUDING THICKNESS OF FINISH MATERIALS. DIMENSIONS FROM C. ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS SHOULD BE CALLED TO EXISTING WALLS ARE TO THE FINISHED FACE. DIMENSIONS FROM ALL NEW INTERIOR WALLS IS FROM THE ATTENTION OF THE ARCHITECT. FACE OF STRUCTURE. D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN THE AREA OF WORK IN ACCORDANCE WITH ALL C. DIMENSIONS NOTED AS "CLEAR" ARE MEASURED FROM THE FACE OF THE DEEPEST PROTRUSION FROM APPLICABLE SAFETY CODES. THE WALL SURFACE (CASEWORK, FIXTURE, BASE, HANDRAIL, WAINSCOT, TRIM, ETC.) E. EACH CONTRACTOR/SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND IS D. NOTES TO "ALIGN" REFER TO FINISHED FACE OF INDICATED SURFACES. RESPONSIBLE FOR THE REPAIR OF SAID DAMAGE AT THEIR OWN EXPENSE. TAKE CARE TO PROTECT E. WING WALLS ADJACENT TO CASEWORK SHALL BE 2'-2" LONG, UNLESS NOTED OTHERWISE. EXISTING ARTWORK. F. THE CONTRACTOR SHALL VERIFY SITE CONDITIONS AND REPORT ERRORS AND OMISSIONS TO THE 6. COORDINATION: ARCHITECT IMMEDIATELY IN WRITING. DO NOT VARY OR MODIFY THE WORK SHOWN EXCEPT UPON WRITTEN INSTRUCTIONS OF THE ARCHITECT. A. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND COORDINATION OF THE G. NO BUILDING COMPONENT SHOWN ON THESE DRAWINGS SHALL BE INCORPORATED INTO THE WORK UNTIL WORK OF ALL TRADES TO ASSURE COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. SHOP DRAWINGS, SAMPLES, BROCHURES OR OTHER SUBMITTALS CALLED FOR IN THE SPECIFICATIONS HAVE BEEN APPROVED BY THE ARCHITECT. 7. FIRE PROTECTION: H. COORDINATE THE WORK OF DELEGATED DESIGNERS WITH THE WORK OF OTHER TRADES. A. FIRE PROTECTION CONTRACTORS SHALL PROVIDE FIRE PROTECTION DRAWINGS REQUIRED BY I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WALL BLOCKING AS REQUIRED FOR ALL GOVERNING AUTHORITY. DRAWINGS SHOULD BE SUBMITTED TO THE ARCHITECT FOR REVIEW. WALL AND CEILING MOUNTED ITEMS. PROVIDE BLOCKING OR OTHER CONCEALED SUPPORTS WITHIN B. PROVIDE FIRE PROTECTION AT ALL PENETRATIONS OF FIRE RATED ELEMENTS REQUIRED BY THE FIRE WALLS AS REQUIRED FOR HANDRAILS, CASEWORK, GRAB BARS, ARTWORK, SHELVING, AND OTHER APPLIED OFFICIAL. WALL/CEILING MOUNTED FIXTURES, FINISHES OR EQUIPMENT. COORDINATE WITH THE ARCHITECT AND/OR C. EXISTING FIRE ALARM SYSTEMS SHALL REMAIN INTACT AND OPERABLE AT ALL TIMES. IF APPLICABLE. OWNER LOCATION OF ALL MOUNTED ITEMS WHICH ARE N.I.C. J. ALL CONSTRUCTION SHALL BE STABILIZED AGAINST LATERAL MOVEMENT IN ACCORDANCE WITH REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE I.B.C. IN THE LOCAL JURISDICTION AND IN STRICT 8. ELECTRICAL NOTES: ACCORDANCE WITH THE STRUCTURAL DETAILS OF THIS SET OF DRAWINGS. K. ALL WORK SHALL BE INSTALLED TRUE, PLUMB, SQUARE, LEVEL AND IN PROPER ALIGNMENT. A. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL CODES L. OFFSET STUDS WHERE REQUIRED SO THAT FINISH WALL SURFACES WILL BE FLUSH. AND OBTAINING ALL NECESSARY PERMITS. M. FASTENERS IN CONTACT WITH TREATED WOOD SHALL BE CORROSION RESISTANT. B. ALL DEVIATIONS FROM DIMENSIONED LOCATIONS MUST BE APPROVED BY THE ARCHITECT. N. MECHANICAL, ELECTRICAL, & FIRE PROTECTION CONDUCTED UNDER SEPARATE PERMIT & NOT PART OF C. THE ELECTRICAL CONTRACTOR SHALL VERIFY THE LOCATION OF EACH CORE DRILL WITH THE EXISTING THIS CONTRACT. STRUCTURE, PIPING, CONDUIT, ETC. AND SHALL NOTIFY THE ARCHITECT OF ANY CONFLICTS OR 0. INSTALL ALL FIXTURES, EQUIPMENT, AND MATERIALS PER MANUFACTURER'S SPECIFICATION. OBSTRUCTIONS. P. EACH CONTRACTOR/SUBCONRACTOR SHALL BE RESPONSIBLE FOR LEAVING ALL AREAS CLEAN AND READY D. ALL NEW ELECTRICAL/TELEPHONE OUTLETS ARE TO BE MOUNTED VERTICALLY AT 151, AFF UNLESS NOTED. FOR THEIR INTENDED USE. ALL WALL MOUNTED RECEPTACLES LOCATED IN CASEWORK ARE TO BE MOUNTED HORIZONTALLY UNLESS Q. CONTRACTOR SHALL GUARANTEE ALL WORK AGAINST FAULT OF ANY MATERIAL OR WORKMANSHIP FOR OTHERWISE NOTED. PERIOD OF ONE YEAR AFTER COMPLETION AND ACCEPTANCE. FAULTY WORK SHALL BE REPLACED OR E. SPECIAL HEIGHTS ARE NOTED ADJACENT TO THE OUTLET. REPAIRED AS REQUIRED AT CONTRACTOR'S EXPENSE. F. THE ELECTRICAL CONTRACTOR SHALL INCLUDE THE CODE REQUIRED NUMBER, SPACING, AND TYPE OF R. ALL EMERGENCY EXITS SHALL BE KEPT CLEAR AND ACCESSIBLE AT ALL TIMES. ELECTRICAL OUTLETS IN THEIR BID PROPOSAL AND PROVIDE THOSE FOR THE PROJECT, EVEN IF THOSE OUTLETS ARE IN EXCESS OF WHAT IS INDICATED ON THE DRAWINGS. G. ELECTRICAL FIXTURES SHALL BE DIMMABLE PER THE ELECTRICAL DRAWINGS. 2. CODES: A. ALL WORK SHALL BE IN COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES INCLUDING BUT NOT LIMITED TO THE 2018 I.B.C., THE GOVERNING ENERGY CODE AND MECHANICAL CODE WITHIN THE JURISDICTION OF THE PROJECT. IN CASE OF CONFLICT WHERE METHODS OR STANDARDS OF INSTALLATION OR MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ANY CONFLICT. B. IMPORTANT: IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND EACH AND EVERY SUBTRADE TO ENSURE EVERY ASPECT OF THIS WORK IS IN COMPLIANCE WITH THE PREVAILING CODES. 3. DRAWINGS: A. THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT. AUTHORIZED REPRODUCTION MUST BEAR THE NAME OF THE FIRM. B. IN CASE OF DISCREPANCY OR AMBIGUITY, CONTACT THE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING WITH ANY WORK. C. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION, WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED ONLY SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT. D. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR THE ARCHITECT'S APPROVAL PRIOR TO MANUFACTURE OF ANY CABINET WORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK. E. DRAWINGS INCLUDE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF CONDITIONS OR MATERIALS SPECIFICALLY USED ON THE PROJECT. THE ARCHITECT WILL DEFINE THE INTENT OF ANY DEFINITION OR TERM IN QUESTION. 4. SUPPLEMENTARY DRAWINGS AND SPECIFICATIONS: A. STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL AND FIRE PROTECTION DRAWINGS ARE SUPPLEMENTARY TO THESE DRAWINGS. THE CONTRACTOR SHALL COORDINATE THE WORK OF EACH CONSULTING ENGINEER WITH THESE DRAWINGS OR SPECIFICATIONS AND SHALL NOTIFY THE ARCHITECT OF ALL DISCREPANCIES WITH A WRITTEN REQUEST FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THESE CONTRACT DOCUMENTS SHALL BE CORRECTED SOLELY AT THE EXPENSE OF THE CONTRACTOR. 9. MECHANICAL NOTES: A. EXISTING DUCTED VAV SYSTEM TO BE MODIFIED AS NEEDED TO ACCOMODATE PROPOSED CEILING DESIGN B. ALL HVAC SYSTEMS ARE TO COMPLY WITH ALL APPLICABLE CODES. C. THE CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL EQUIPMENT WITH MECHANICAL DRAWINGS AS WELL AS SHOP DRAWINGS BEFORE PROCEEDING WITH WORK. 10. ACCESSIBILITY A. REFER TO G002, FOR SPECIFIC ACCESSIBILITY REQUIREMENTS PERTAINING TO OUTLET LOCATIONS AND HEIGHTS, SWITCH LOCATIONS AND HEIGHTS, GRAB BARS, WALL BLOCKING, FLOOR CLEARANCES, COUNTER TOP HEIGHTS, LOCATION OF PLUMBING CONTROLS, ETC. B. CHANGES IN FINISH FLOOR ELEVATION IN EXCESS OF 1/4", MEASURE FROM LOWEST POINT ON EITHER SIDE OF THRESHOLD TO HIGHEST POINT ON THRESHOLD, SHALL BE BEVELED AT 1:2. IN NO CASE SHALL FLOOR TRANSITIONS AND CHANGES IN LEVEL IN FLOOR SURFACE BE MORE THAN 1/41, MAX IN VERTICAL HEIGHT. I I PY 1 I'1 \ I A I'1 r A. PROVIDE SIGNAGE AT EACH EXIT ACCESS DOORWAY AND AT EXIT DISCHARGE IN ACCORDANCE WITH IBC 1009.9 AND ICC/ANSI 117.7A B. REFER TO SPECIFICATIONS & DRAWINGS FOR LOCATION, TYPE, & DESIGN OF ALL SIGNAGE THROUGHOUT. C. EXTERIOR BUILDING SIGNAGE AND ENTRY VESTIBULE SIGNAGE ARE N.I.C. 12. FINISH NOTES: A. ALL FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE THE ARCHITECT'S APPROVAL PRIOR TO INSTALLATION. 13. DESIGN -BUILD MEP: A. THE MEP SCOPE OF THIS PROJECT, INCLUDING COMMUNICATIONS & FIRE PROTECTION, IS DESIGN -BUILD. ARCHITECT HAS INDICATED MINIUM REQUIREMENTS FOR POWER, COMMUNICATIONS, EXIT SIGNS, AND LIGHTING SELECTION AND PLACEMENT. B. DESIGN -BUILD EFFORTS TO INCLUDE THOSE MINIMUM COMPONENTS, PLUS COMPLIANCE WITH ANY ADDITIONAL CODE REQUIREMENTS, INCLUDING BUT NOT LIMITED TO, THE REQUIRED NUMBER, SPACING, AND TYPE OF MEP ELEMENTS EVEN IF THOSE ARE IN EXCESS TO WHAT IS INDICATED IN THESE DRAWINGS. C. THE DESIGN -BUILD HVAC SCOPE IS TO ASSESS THE EXISTING HVAC SYSTEM ON SITE, DESIGN ALTERATIONS & ANY NECESSARY ADDITIONS TO ACCOMODATE THE NEW PLAN LAYOUT, DEFERRED SUBMITTAL APPROVAL FROM THE AHJ, AND INSTALLATION OF SAID COMPONENTS. D. THE DESIGN INTENT IS TO UTILITZE AS MUCH FOR THE EXISTING MEP AS FEASIBLE. E. ALL MEP DESIGN -BUILD WORK IS TO BE SUBMITTED TO THE ARCHITECT & OWNER FOR REVIEW & APPROVAL. SNOmISLE EDMONDS LIBRARY LIBRARY TENANT IMPROVEMENT DRAWING INDEX PROJECT INFORMATION G001 GENERAL NOTES, ABBREVIATIONS, SYMBOLS G002 FIRE & LIFE SAFETY PLAN G003 ACCESSIBILITY DETAILS ARCHITECTURAL A110 FLOOR PLAN - DEMOLITION A111 REFLECTED CEILING PLAN - DEMOLITION A200 FLOOR PLAN A201 ENLARGED FLOOR PLAN A202 ENLARGED FLOOR PLAN A203 ENLARGED FLOOR PLAN A205 FURNITURE & FINISH PLAN A600 REFLECTED CEILING PLAN A700 FINISH SCHEDULE & LEGENDS A701 INTERIOR ELEVATIONS A702 INTERIOR ELEVATIONS A703 INTERIOR ELEVATIONS A704 INTERIOR ELEVATIONS A705 INTERIOR ELEVATIONS A706 INTERIOR ELEVATIONS A800 DOOR SCHEDULE & DOOR TYPES A810 WALL ASSEMBLIES A900 INTERIOR DETAILS - TYPICAL A901 INTERIOR DETAILS - OPERABLE GLASS PARTITION A902 INTERIOR DETAILS - CASEWORK A903 INTERIOR DETAILS - CIRCULATION DESK A910 CEILING DETAILS A911 CEILING DETAILS - FELT PANEL INSTALLATION A920 CHILDREN'S ACTIVE PLAY ELEMENT A921 CHILDREN'S ACTIVE PLAY ELEMENT A950 REMEDIATION RCP & DETAILS STRUCTURAL S1.1 GENERAL STRUCTURAL NOTES S1.2 STRUCTURAL FRAMING PLAN S3.1 NANA WALL SUPPORT DETAILS S3.2 NANA WALL SUPPORT DETAILS MECHANICAL M000 GENERAL NOTES, ABBREVIATIONS AND SHEET INDEX M001 MECHANICAL LEGEND M002 MECHANICAL COMPLIANCE FORMS M003 MECHANICAL COMPLIANCE FORMS M004 MECHANICAL COMPLIANCE FORMS M005 MECHANICAL COMPLIANCE FORMS M006 MECHANICAL COMPLIANCE FORMS M007 MECHANICAL COMPLIANCE FORMS M200 MECHANICAL SCHEDULES MD310 HVAC DEMOLITION PLAN M310 HVAC PLAN M700 MECHANICAL DETAILS ELECTRICAL E000 GENERAL NOTES, ABBREVIATIONS AND SHEET INDEX E001 ELECTRICAL LEGEND E200 LUMINAIRE SCHEDULE E201 LIGHTING CONTROL SCHEDULES ED310 LIGHTING - DEMOLITION PLAN E300 WSEC ENERGY COMPLIANCE FORMS E301 WSEC ENERGY COMPLIANCE FORMS E310 LIGHTING PLAN E410 POWER PLAN E600 RISER DIAGRAM TELECOM T0.00 GENERAL NOTES, ABBR., LEGEND & SHEET INDEX TD3.00 DEMOLITION PLAN T3.00 COMMUNICATIONS PLAN T4.00 SECURITY PLAN T6.00 DIAGRAMS T7.00 DETAILS AUDIO-VISUAL TA001 AV LEGENDS SCHEDULES AND NOTES TA200 AV FLOOR PLAN TA600 AV REFLECTED CEILING PLAN TA700 AV ELEVATIONS TA900 AV DETAILS FOR REFERENCE PROJECT INFORMATION OWNER SNO-ISLE LIBRARIES PROJECT ADDRESS 650 MAIN STREET, EDMONDS, WA 98020 PARCEL # 00434209701100 PROJECT DESCRIPTION TENANT IMPROVEMENT OF AN EXISTING 16,726SF LIBRARY LEGAL DESCRIPTION CITY OF EDMONDS BLK 097 D-00 - LOTS 11-12 STREET LOTS 13-30 INCL PROJECT TEAM OWNER: SNO-ISLE LIBRARIES 7312 35TH AVE NE MARYSVILLE, WA 98271 PH: (360) 651-7046 CONTACT: R.D. BURLEY RBURLEY@SNO-ISLE.ORG ARCHITECT: JOHNSTON ARCHITECTS LLC 100 NE NORTHLAKE WAY, SUITE 200 SEATTLE, WA 98105 PH: (208) 992-3695 CONTACT: MAGGIE CIACCIO MCIACCIO@JOHNSTONARCHITECTS.COM ACOUSTIC & AV: THE GREENBUSCH GROUP, INC 1900 WEST NICKERSON STREET SUITE 201 SEATTLE, WA 98119 PH: (206) 503-2503 CONTACT: ADAM JENKINS ADAMJ@GREENBUSCH.COM VICINITY MAP NOT TO SCALE 4 =�_44 Pao 7 I COO f; CONTRACTOR: TBD ADDRESS ADDRESS PH: XXXX CONTACT:XXXX XXX@XXX.COM ELECTRICAL ENGINEER: SAZAN GROUP 600 STEWART STREET SUITE 1400 SEATTLE, WA 98101 PH: (206) 267-1700 CONTACT: TOM MARSEILLE TMARSEILLE@SAZAN.COM COST ESTIMATE: DCW COST MANAGEMENT 415 1 ST AVE N. #9671 SEATTLE, WA 98109 PH: (206) 249-7383 CONTACT: KATYA GAMARNIK KATYA@DCWCOST.COM Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 12494 REGISTERED ARCHITECT Mona Zellers STATE OF WASHINGTON RECEIVED Jul 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Cn 0 Z 0 W o W >_ N w� J LLI Q Q U) 0 Z_ 0 az Z m o0 U) J LU DRAWING ISSUE DATE DESCRIPTION 03/31/2023 ISSUE FOR BID SHEET TITLE GENERAL NOTES, ABBREVIATIONS, SYMBOLS SHEET NO. G001 Drawn MAC, LB Checked AWB © 2023 JOHNSTON ARCHITECTS u 2 n LP L0 co N O N Q m c OCCUPANCY LEGEND ACCESSORY ASSEMBLY -EXHIBIT GALLERY ASSEMBLY - READING ROOM ASSEMBLY - STACK AREA ASSEMBLY-UNCONCENTRATED BUSINESS N/A FIRE & LIFE SAFETY PLAN - LEVEL 1 SCALE: 1/8" = V-0" SYMBOL LEGEND ROOM NAME, ROOM NAME & NUMBER FACP FIRE ALARM CONTROL PANEL 100 -SF B SQUARE FOOTAGE / OCCUPANCY [(Eck_FIRE EXTINGUISHER CABINET OCC/SF OCCUPANCY LOAD FACTOR FA FIRE ALARM - OCCS - EXITS REQ TOTAL OCCUPANTS / # OF REQUIRED EXITS FIRE ALARM PULL STATION DOOR # DOOR # (E = EXISTING) OCCS DOOR OCCUPANTS SERVED IN. REQ. REQUIRED DOOR WIDTH IN. WIDTH ACTUAL DOOR WIDTH PATH OF EGRESS (MAX TRAVEL DISTANCE) COMMON PATH OF TRAVEL ® EXIT SIGN APPLICABLE CODES ZONING CODE: EDMONDS CITY CODE AND COMMUNITY DEVELOPMENT CODE BUILDING CODE: 2018 INTERNATIONAL BUILDING CODE ENERGY CODE: 2018 WASHINGTON STATE ENERGY CODES (WSEC) PLUMBING CODE: 2018 UNIFORM PLUMBING CODE (UPC) MECHANICAL CODE: 2018 INTERNATIONAL MECHANICAL CODE ELECTRICAL CODE: 2020 WASHINGTON CITIES ELECTRICAL CODE 2017 NATIONAL ELECTRICAL CODE FIRE PROTECTION: 2018 INTERNATIONAL FIRE CODE ACCESSIBILITY: 2009 ICC A117.1 ACCESSIBLE AND USEABLE BUILDINGS AND FACILITIES IBC CHAPTER 11 AND APPENDIX E FOR ACCESSIBILITY OTHER CODES: 2018 NATIONAL FUEL GAS CODE 2017 LIQUEFIED PETROLEUM GAS CODE AMENDMENTS: 2018 WASHINGTON STATE-WIDE AMENDMENTS DEFERRED SUBMITTALS • MECHANICAL • PLUMBING • ELECTRICAL • FIRE PROTECTION ELECTRICAL CIRCULATION CUSTODIAL ART WALK ROOM DESK BOOK SALE OFFICE OFFICE WORKROOM 104 107B 106 107 107A 109 121 108 BUILDING CODE SUMMARY: PROJECT ADDRESS: 650 MAIN STREET EDMONDS, WA 98020 DESCRIPTION: THIS PROJECT IS A PROPOSED RENOVATION OF AN EXISTING PUBLIC LIBRARY WITH ASSOCIATED BUSINESS AREAS. NO CHANGE OF OCCUPANCY IS PROPOSED. ORIGINAL PERMIT #: 810320 ZONING: RS-6 (EXISTING BUILDING) CONSTRUCTION TYPE: IIIA (EXISTING) NOTE: EXISTING WALLS ARE RATED PER IIIA BUIDLING TYPE, AND NEW INTERIOR PARTITIONS ARE NON -RATED. THERE ARE NO CHANGES PROPOSED TO THE EXISTING EXTERIOR WINDOWS, DOORS, WALLS, ROOF, OR FLOOR ASSEMBLIES BUILDING HEIGHT: 25MAX SPRINKLER: NO FIRE ALARM: YES BUILDING AREA: EXISTING LEVEL 1 17,653 SF EXISTING LEVEL 2 10,492 SF TOTAL BUILDING AREA 28,145 SF PROJECT AREA: 16,726 SF CHAPTER 3: USE AND OCCUPANCY CLASSIFICATION 302: OCCUPANCY CLASSIFICATION OCCUPANCY: LIBRARY - A-3 (NO PROPOSED CHANGE) OFFICE - B-2 LEVEL 2 MEETING/PLAZA - A-2 (NOT IN SCOPE) CHAPTER 5: GENERAL BUILDING HEIGHTS AND 508.3: MIXED OCCUPANCY STRATEGY NON-SEPERATED OCCUPANCIES CHAPTER 6: TYPES OF CONSTRUCTION TABLE 601: FIRE -RESISTANCE RATING REQUIREMENTS FOR BUIDING ELEMENTS EXISTING - TYPE IIIA (NON SPRINKLERED) STRUCTURAL FRAME: 1 HR BEARING WALLS EXT: 2 HR BEARING WALLS INT: 1 HR NON -BEARING WALLS EXT: 1 HR NON -BEARING WALLS INT: 0 HR FLOORS: 1 HR ROOF: 1 HR CHAPTER 9: FIRE PROTECTION SYSTEMS • AS REQUIRED BY CODE - SEE PLANS FOR LOCATIONS AND SPECIFICATIONS FOR FIRE PROTECTION SPECIALTY EQUIPMENT • TYPE: 2A10BC W/ 75MAX TRAVEL DISTANCE CHAPTER 10: MEANS OF EGRESS OCCUPANCY LOAD: 295 (REFER TO OCCUPANCY LOAD TABLE) EMPLOYEE COUNT: 15 1004.3: POSTING OF OCCUPANT LOAD EVERY ROOM OR SPACE THAT IS AN ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD OF THE SPACE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT FROM THE ROOM OR SPACE. POSTED SIGNS SHALL BE OF AN APPROVED LEGIBLE PERMANENT DESIGN AND SHALL BE MAINTAINED BY THE OWERN. PROVIDE (1) SIGN PER ROOM OR SPACE. 1005.3.2: EGRESS DOOR MIN ALLOWABLE WIDTH • EGRESS WIDTH (INCHES) REQUIRED: 0.2X OCCUPANT LOAD • EGRESS WIDTH (INCHES) PROVIDED: SEE PLAN 1006.2.1: COMMON PATH OF EGRESS • MAXIMUM COMMON PATH OF TRAVEL: 75' • COMMON PATH OF TRAVEL PROVIDED: SEE PLAN 1006.3.2: MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY • NUMBER OF EXITS REQUIRED: 2 • NUMBER OF EXITS PROVIDED: 2 1007.1.1: EXIT ACCESS DOORWAYS SEPARATION • EXIT SEPARATION REQUIRED: > 1/2 DIAGONAL • EXIT SEPARATION PROVIDED: SEE PLAN 1017.2: EXIT ACCESS TRAVEL DISTANCE • MAXIMUM EXIT ACCESS TRAVEL DISTANCE: 200' • EXIT ACCES TRAVEL DISTANCE PROVIDED: SEE PLAN OCCUPANCY LOAD OBC TABLE 1004.5), RM # ROOM NAME OCCUPANCY LOAD FACTOR AREA # OF OCCUPANTS 104 CUSTODIAL ACCESSORY 300 SF 47 SF 1 106 ELECTRICAL ROOM ACCESSORY 300 SF 85 SF 1 107 CIRCULATION DESK BUSINESS 150 SF 299 SF 2 107A BOOK SALE BUSINESS 150 SF 208 SF 2 107B ART WALK ASSEMBLY - EXHIBIT GALLERY 30 SF 450 SF 16 108 WORKROOM BUSINESS 150 SF 1,449 SF 10 109 OFFICE BUSINESS 150 SF 127 SF 1 110 QUIET ROOM BUSINESS 150 SF 87 SF 1 112 STAFF LOUNGE BUSINESS 150 SF 496 SF 4 113 PHONE ROOM BUSINESS 150 SF 55 SF 1 114A DISPLAY COLLECTION ASSEMBLY - READING ROOM 50 SF 1,476 SF 30 114B COLLECTION ASSEMBLY - STACK AREA 100 SF 665 SF 7 114C COLLECTION ASSEMBLY - STACK AREA 100 SF 434 SF 5 114C TEEN/JUVENILE ASSEMBLY - READING ROOM 50 SF 1,249 SF 25 114D COLLECTION ASSEMBLY - STACK AREA 100 SF 2,007 SF 21 114E READING AREA ASSEMBLY - READING ROOM 50 SF 415 SF 9 114F READING AREA ASSEMBLY - READING ROOM 50 SF 660 SF 14 114G READING AREA ASSEMBLY - READING ROOM 50 SF 586 SF 12 114H FLEX LOUNGE ASSEMBLY - READING ROOM 50 SF 636 SF 13 1141 BUSINESS CENTER ASSEMBLY - READING ROOM 50 SF 1,692 SF 34 115 CHILDREN'S AREA ASSEMBLY - READING ROOM 50 SF 1,168 SF 24 115A READING NOOK ASSEMBLY - READING ROOM 50 SF 112 SF 3 115B COLLECTION ASSEMBLY - STACK AREA 100 SF 451 SF 5 119 STAFF FOCUS ROOM BUSINESS 15 SF 124 SF 9 120 LARGE MEETING ROOM ASSEMBLY - UNCONCENTRATED 15 SF 729 SF 49 120A STORAGE ACCESSORY 300 SF 36 SF 1 120B STORAGE ACCESSORY 300 SF 66 SF 1 121 OFFICE BUSINESS 150 SF 90 SF 1 122 PATIO ACCESSORY 150 SF 113 SF 1 16,013 SF 303 0 I ---I 0' 8' 16' Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 12494 REGISTERED ARCHITECT Mona Zellers STATE OF WASHINGTON Cn 0 Z 0 W o W N w� J LLI Q Q U) O Z_ 0 az Z m o0 C/) J (oLLI DRAWING ISSUE DATE DESCRIPTION 03/31/2023 ISSUE FOR BID SHEET TITLE FIRE & LIFE SAFETY PLAN SHEET NO. G002 Drawn MAC, LB Checked AWB © 2023 JOHNSTON ARCHITECTS u 2 n M CV O (V CD m c OL 80" TO _ 96" MAX OIL 42" TO 54" MAX OIL 48" 36" 18" FROM CORNER FIRE ALARM ANNUNCIATION DEVICE WALL PHONE THERMOSTAT FIRE ALARM PULU STATION LIGHTING SWITC F ES CARD READER RECEPTACLES TELE/DATA OUT ET / FLUSH COMPUTER INT RFACE FINISHED FLO MOUNTING HEIGHTS — POWER & DATA NOTES: 1. DEVICES INSTALLED AS SHOWN U.N.O. 2. MOUNTING HEIGHTS MEASURED FROM CENTERLINE OF DEVICE, OR GROUP OF DEVICES, TO FINISHED FLOOR. 3. DEVICES, OR GROUP OF DEVICES, INSTALLED ON COMMON VERTICAL CENTERLINE. 4. USE THIS DETAIL TO LOCATE DEVICES THAT ARE INDICATED ON THE DRAWINGS (INLCUDING ELECTRICAL, FIRE PROTECTION, AND MECHANICAL) BUT NOT LOCATED BY DIMENSION; OR TO LOCATE DEVICES THAT ARE NOT INDICATED ON THE DRAWINGS. 5. ALIGN MULTIPLE DEVICES HORIZONTALLY OR VERTICALLY AS DETAILED. 6. ITEMS OTHER THAN ELECTRICAL RECEPTACLES SHALL BE MOUNTED NEAR DOORWAYS OR INTERSECTING WALLS AS DETAILED SO AS NOT TO INTERFERE WITH THE PLACEMENT OF ART OR FURNITURE. EQ EQ CENTER ALL DEVICES AT WALL/COLUMN U.O.N. r r z I z o I O M I r— — — — — — V I 48" MIN O I M 30" MIN L J (A) FORWARD (B) PARALLEL CLEAR FLOOR OR POSITION OF CLEAR GROUND SPACE FLOOR OR GROUND SPACE r F- - -- -� X X i ��/ L- -- - - - -- L---- 36"M1N 60" MIN MANUEVERING CLEARNACE MANUEVERING CLEARANCE IN IN AN ALCOVE, FORWARD AN ALCOVE, PARALLEL APPROACH APPROACH CLEAR FLOOR OR GROUND SPACE r F-- - - - - -� I Z " 12MIN z 00 o 18"' MIN L I mill —---- (A) (B) (C) FRONT APPROACH, FRONT APPROACH, FRONT APPROACH, PUSH PULL SIDE PUSH SIDE SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATC I I z I I 36" MIN 42" MIN LO I I I I I I I I (D) (E) HINGE APPROACH, PULL SIDE HINGE APPROACH, PULL SIDE -- - - - - - - - - � z I I z I I I v 12 22" MIN 22" MINMIN,I JI (F) (E) HINGE APPROACH, PUSH SIDE HINGE APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH r l I a1 I Z I z I 00 24" MIN I 24" MIN I I I I I -- -- - - -- - J (H) (1) LATCH APPROACH, PULL SIDE LATCH APPROACH, PULL SIDE, DOOR PROVIDED WITH CLOSER L 1 � l I � I 24" MIN I 24" MIN v I I LL I (J) (K) LATCH APPROACH, PUSH SIDE LATCH APPROACH, PUSH SIDE, DOOR PROVIDED WITH CLOSER PIVOTING TURNING SPACE WHEELCHAIR TURN -AROUND APPROACH _ i 5-0" DIA CJV CLEAR FLOOR SPACE AT DOORS L NOTE: MIRRORS ABOVE z ACCESSIBLE LAVATORIES SHALL co ' ZOTHER FIXTURES 16" 18" HAVE THE BOTTOM EDGE OF THE SURFACE 40" MAX NOT ALLOWED NOT ABOVE THE FLOOR. CENTERLINE WITHIN THIS AREA OF MIRROR SHALL ALIGN WITH CENTERLINE OF LAV, U.O.N.. L-------- ------ WHEN MIRRORS ARE LOCATED ABOVE COUNTERS THAT DO NOT 60" MIN HAVE LAVATORIES, THE BOTTOM EDGE OF THE MIRROR SHALL BE /II r n n n K l /I r' r/%r) I A I ATrr) /'I /lnrT IAll Irrl /11 1 A Ir) 40" MAXIMUM ABOVE THE FLOOR ACCESSIBLE TOILET COMPARTMENTS 36" MIN 24" MIN 12" MIN —@: — - — O 0 CN bo (A) BACK WALL GRAB BAR LOCATIONS T-4" 54" MIN 12' MAX 42" MIN 1 1/4" MIN 1 1 /2" MAX C?LL LL M M `u 18 GA SHEET ME TYP STL STUD (C) FRAMING GRAB BAR SIZING & CONFIGURATION 42" MAXI. N 24" MIN III (A) PROTRUDING DISPENSER BELOW (B) SIDE WALL GRAB BAR DISPENSER OUTLET LOCATION C ADA PLUMBING FIXTURES EXCEPTION: EXISTING ELEMENTS THAT ARE NOT ALTERED SHALL BE PERMITTED AT 54" MAX ABOVE THE FLOOR 00 (A) FORWARD UNOBSTRUCTED REACH J,10" J, (B) SIDE 1 MAX'I EXCEPTION: AT WASHING MACHINES AND CLOTHES DRYERS, THE HEIGHT OF THE OBSTRUCTION SHALL BE PERMITTED TO 36 INCHES MAXIMUM ABOVE THE FLOOR > cc 10" (A) MAX OBSTRUCTED HIGH SIDE REACH $CIIIQVAL101 V A_TIl:IAML1cc] FORWARD OR SIDE REACH HIGH (MAX) LOW (MIN) AGES 3 AND 4 36 IN. 20 IN. AGES 5 THRU 8 40 IN. 18 IN. AGES 9 THRU 12 44 IN. 16 IN. OBSTRUCTED HIGH FORWARD REACH ADA REACHES N X LINE DENOTES WALL (B) PROTRUDING DISPENSER ABOVE (C) RECESSED DISPENSER GRAB BAR 12" MAX 12" MAX 0 N � N (A) (B) POST -MOUNTED PROTRUDING OBJECTS 4" MAX LIMITS OF PROTRUDING OBJECTS VERTICAL CLEARANCE PROTRUDING OBJECTS �eyyar,u�i (A) HINGED DOOR X>12" z 0 00 32" MIN 32" MIN (B) (C) SLIDING DOOR FOLDING DOOR CLEAR WIDTH OF DOORWAYS CLEAR WIDTH OF DOORS a VERTICAL CHANGE IN LEVEL � 4 CHANGE OF LEVEL CV BEVELED CHANGE IN LEVEL Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 12494 REGISTERED ARCHITECT Mona Zellers STATE OF WASHINGTON Cn 0 Z 0 W o W N w� J LLI Q Q ~ 0 z0 Qz Z 00 Cn J w DRAWING ISSUE DATE DESCRIPTION 03/31/2023 ISSUE FOR BID SHEET TITLE ACCESSIBILITY DETAILS SHEET NO. G003 Drawn MAC, LB Checked AWB © 2023 JOHNSTON ARCHITECTS u 2 n N N LP L0 co N O N Q m c A B C T E TF O OH WOMEN'S MEN'S ELECTRICAL DCCTDr1r1RA r�l lcTnnlw� DCCTDr1r1RA LEVEL 1 - DEMOLITION PLAN SCALE: 1/8" = 1'-0" DEMOLITION GENERAL NOTES DEMOLITION NOTES APPLY TO ALL DEMOLITION SHEETS. THE CONTRACTOR SHALL: A. COORDINATE ALL DEMOLITION AND PHASING EFFORTS WITH THE ARCHITECT AND OWNER'S REPRESENTATIVE. EVERY EFFORT SHALL BE MADE TO MINIMIZE DISRUPTION OF OWNER'S OPERATIONS. EXCESSIVE NOISE OR VIBRATION SHALL BE PRE -APPROVED AND COORDINATED WITH THE OWNER'S REPRESENTATIVE. IN ALL CASES, PROVISIONS SHALL BE MADE FOR USER'S SAFETY. B. COORDINATE ANY DISRUPTION OF UTILITY SERVICES WITH THE OWNER AND AS SPECIFIED. C. MAINTAIN MEANS OF EGRESS THROUGHOUT THE WORK. D. MAINTAIN A SECURE SPACE AT ALL TIMES. E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. F. REMOVE IN THEIR ENTIRETY ALL EXISTING WALLS, DOORS, MILLWORK, PLUMBING FIXTURES, CEILINGS, SOFFITS, MARKERBOARDS, AND OTHER ITEMS, AS REQUIRED TO EXECUTE THE DEMOLITION AND CONSTRUCTION WORK DESCRIBED BY THE DRAWINGS. G. THE OWNER HAS FIRST SALVAGE RIGHTS TO ALL ITEMS NOT BEING UTILIIZED IN THIS SCOPE OF WORK. VERIFY SALVAGE DESIRES PRIOR TO DISPOSAL. H. PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALS AND EQUIPMENT FROM DAMAGE DUE TO ANY DEMOLITION OR CONSTRUCTION -RELATED INCIDENT PERFORMED UNDER THIS CONTRACT. I. REPAIR OR REPLACE ITEMS THAT ARE DAMAGED AS A RESULT OF DEMOLITION OR CONSTRUCTION TO MATCH EXISTING FINISH AND/OR CONDITION. J. EXISTING MATERIALS SHALL NOT BE REUSED UNLESS NOTED OTHERWISE OR AS AUTHORIZED BY ARCHITECT. K. VERIFY AND MAINTAIN THE LOCATION OF EXISTING POWER, COMMUNICATION AND DATA CABLES TO PREVENT INTERRUPTION OF THEIR SERVICE BESIDES THOSE LOCATED IN THE FLOOR. REFER TO ELECTRICAL NOTES FOR MORE INFORMATION. L. PATCH FLOOR, WALL AND CEILING PENETRATIONS RESULTING FROM REMOVAL OR RE-ROUTING OF NEW OR EXISTING PIPING, DUCTWORK, CONDUIT, AND OTHER ITEMS, AS REQUIRED TO MAINTAIN FIRE - RESISTANCE -RATED SEPARATIONS. FINISH AS REQUIRED FOR NEW OR EXISTING ADJACENT SURFACES. M. CAP ALL DISCONNECTED MECHANICAL PIPING LINES WITHIN THE WALL OR FLOOR. PATCH AND FINISH AS REQUIRED TO MATCH NEW OR EXISTING ADJACENT SURFACES. N. SEE MECHANICAL AND ELECTRICAL DRAWINGS AND NOTES FOR FURTHER SEQUENCING AND SCOPE OF WORK. 0. REMOVE AND REPLACE CEILING SYSTEM AS REQUIRED FOR MECHANICAL AND ELECTRICAL WORK P. DEMOLISHED VAV BOXES SHALL BE SALVAGED Q. DEMO AND REMOVE ALL FLOOR OUTLETS, ABANDONED CONDUIT, PIPING, J-BOXES, ETC. BACK TO SOURCE. CONTRACTOR TO CLOSE ALL ABANDONED CORE DRILLS WITH FIRE SAFING / METAL PLATE. R. EXISTING DOORS, WINDOWS, AND SIDELIGHTS TO REMAIN, U.N.O. S. REMOVE EXISTING FURNITURE, SALVAGE PER OWNER. T. DEMOLISH ALL SIGNAGE THROUGH AREA OF WORK. U. REMOVE ALL FURNITURE AND EQUIPMENT FROM AREA OF WORK; SALVAGE AS REQUIRED FOR NEW LAYOUT, SHEET A200. DISPOSE OF ITEMS NOT NEEDED FOR NEW SPACE. V. DEMOLISH EXISTING LIGHT FIXTURES; TYPICAL THROUGHOUT, U.N.O. REFER TO RCP DEMOLITION LEGEND FOR MORE INFORMATION. W. DEMOLISH CEILING -MOUNTED EXIT LIGHTS, SALVAGE FOR RELOCATION PER A600. COORDINATE WITH ELECTRICAL. X. DEMOLISH ACOUSTIC CEILING TILE AND GRID AS INDICATED ON DRAWINGS. REFER TO RCP DEMOLITION LEGEND. KEY NOTES 1. REMOVE EXISTING LOCKERS. SALVAGE AS REQUIRED FOR NEW CONFIGURATION. 2. REMOVE/CAP EXIST DRAINLINES TO BE ABANDONED 3. TRENCH AS REQUIRED FOR RELOCATED PLUMBING FIXTURES. 4. NOT USED. 5. DEMOLISH GWB WALLS, FLOOR TO STRUCTURE ABOVE. REMOVE ASSOCIATED POWER/DATA CONNECTIONS, FIRE SAFETY EQUIPMENT, AND HVAC/LIGHTING CONTROLS. REMOVE WIRING BACK TO SOURCE, TYPICAL THROUGHOUT. 6. DEMOLISH PARTIAL HEIGHT GWB WALL. SALVAGE BOOK RETURN CHUTES AS REQUIRED FOR NEW CASEWORK BOOK RETURN DROP. REFER TO INTERIOR ELEVATIONS AND DETAILS. 7. DEMOLISH GLASS BLOCK WALL AND WOOD TRIM. 8. DEMOLISH AGGREGATE FLOORING; GRIND TO ACHIEVE FLAT, CONSISTENT SURFACE TO RECEIVE NEW FINISH. 9. DEMOLISH PLASTIC LAMINATE TOP CAP, WOOD TRIM, AND EXISTING PARTIAL HEIGHT GWB WALL. 10. DEMOLISH EXISTING WALL -MOUNTED SLAT RAIL AND WOOD TRIM. 11. DEMOLISH EXISTING WALL -MOUNTED SHELF STANDARDS, SHELVES, AND FURNITURE CABINETS. 12. NOT USED. 13. DEMOLISH WALL -MOUNTED LIGHT FIXTURE. REFER TO THE ELECTRICAL NOTES FOR MORE INFORMATION. 14. DEMOLISH PASS -THROUGH WINDOW AND FRAME. 15. REMOVE EXISTING CASEWORK. SALVAGE AS REQUIRED FOR NEW CONFIGURATION. 16. DEMOLISH CASEWORK CIRCULATION DESK AND ALL ASSOCIATED COMPONENTS. 17. DEMOLISH WOOD TRIM COLUMN WRAP AT ALL LOCATIONS, TYPICAL THROUGHOUT. 18. DEMOLISH POWER POLE. REFER TO THE ELECTRICAL NOTES FOR MORE INFORMATION. 19. REMOVE EXISTING, DOOR, FRAME, AND HARDWARE. SALVAGE DOOR LEAF FOR RELOCATION PER A200. 20. REMOVE EXISTING DOOR; FRAME AND TRIM TO REMAIN AS -LOCATED. DOOR TO BE SALVAGED FOR RE -INSTALLATION WITH NEW RELITE. REFER TO A200 AND DOOR SCHEDULE FOR ADDITIONAL INFORMATION. 21. DEMOLISH EXISTING FIRE EXTINGUISHER CABINET. DEMOLITION LEGEND AREA NOT IN CONTRACT (NIC) J EXISTING PARTITION TO BE DEMOLISHED EXISTING PARTITION TO REMAIN EXISTING DOOR PANEL TO BE REMOVED AND SALVAGED LINO (FRAMES & HARDWARE SHALL NOT BE SALVAGED) EXISTING DOOR & HARDWARE TO REMAIN 0' 8' 16' Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 12494 REGISTERED ARCHITECT Mona Zellers STATE OF WASHINGTON Cn 0 Z 0 W o W J C:) w� LLI U) Q - QU) U� O Z_ � Q Z Z � _ 0 o� Cn J LU �w (DRAWING ISSUE DATE DESCRIPTION 103/31/2023 1 ISSUE FOR BID SHEET TITLE FLOOR PLAN - DEMOLITION SHEET NO. 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" -_I -----I----I __ I----I--=-1--= - - - - - - - -I'_,,_-,"- - - - - - - - - - 1 - — — - - - -'' -- I- I I I '� I I I- I 1 1 1 1 1 ''_ •• 1 1 1 1 1 1 1 1 1 1 1 1 1 } , ' ' < - -- - -- -- -1-- -1- --1-- I-- -1-- � • ' ,, I I I -r 3 I I I I 3 3 3 -.'•:'--11----11---- III-11----11----11---- III--11----11---- ;---- 111--; ---- ;- I- 3 1 1 l]) 1 1 1- 3 I11I11I11I --11----11----11----1----11----11----I----11----11---------------------- - ' - LEVEL 1 - DEMOLITION RCP SCALE: 1/8" = 1'-0" ELEV 3 DEMOLITION GENERAL NOTES DEMOLITION NOTES APPLY TO ALL DEMOLITION SHEETS. THE CONTRACTOR SHALL: A. COORDINATE ALL DEMOLITION AND PHASING EFFORTS WITH THE ARCHITECT AND OWNER'S REPRESENTATIVE. EVERY EFFORT SHALL BE MADE TO MINIMIZE DISRUPTION OF OWNER'S OPERATIONS. EXCESSIVE NOISE OR VIBRATION SHALL BE PRE -APPROVED AND COORDINATED WITH THE OWNER'S REPRESENTATIVE. IN ALL CASES, PROVISIONS SHALL BE MADE FOR USER'S SAFETY. B. COORDINATE ANY DISRUPTION OF UTILITY SERVICES WITH THE OWNER AND AS SPECIFIED. C. MAINTAIN MEANS OF EGRESS THROUGHOUT THE WORK. D. MAINTAIN A SECURE SPACE AT ALL TIMES. E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. F. REMOVE IN THEIR ENTIRETY ALL EXISTING WALLS, DOORS, MILLWORK, PLUMBING FIXTURES, CEILINGS, SOFFITS, MARKERBOARDS, AND OTHER ITEMS, AS REQUIRED TO EXECUTE THE DEMOLITION AND CONSTRUCTION WORK DESCRIBED BY THE DRAWINGS. G. THE OWNER HAS FIRST SALVAGE RIGHTS TO ALL ITEMS NOT BEING UTILIIZED IN THIS SCOPE OF WORK. VERIFY SALVAGE DESIRES PRIOR TO DISPOSAL. H. PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALS AND EQUIPMENT FROM DAMAGE DUE TO ANY DEMOLITION OR CONSTRUCTION -RELATED INCIDENT PERFORMED UNDER THIS CONTRACT. I. REPAIR OR REPLACE ITEMS THAT ARE DAMAGED AS A RESULT OF DEMOLITION OR CONSTRUCTION TO MATCH EXISTING FINISH AND/OR CONDITION. J. EXISTING MATERIALS SHALL NOT BE REUSED UNLESS NOTED OTHERWISE OR AS AUTHORIZED BY ARCHITECT. K. VERIFY AND MAINTAIN THE LOCATION OF EXISTING POWER, COMMUNICATION AND DATA CABLES TO PREVENT INTERRUPTION OF THEIR SERVICE BESIDES THOSE LOCATED IN THE FLOOR. REFER TO ELECTRICAL NOTES FOR MORE INFORMATION. L. PATCH FLOOR, WALL AND CEILING PENETRATIONS RESULTING FROM REMOVAL OR RE-ROUTING OF NEW OR EXISTING PIPING, DUCTWORK, CONDUIT, AND OTHER ITEMS, AS REQUIRED TO MAINTAIN FIRE - RESISTANCE -RATED SEPARATIONS. FINISH AS REQUIRED FOR NEW OR EXISTING ADJACENT SURFACES. M. CAP ALL DISCONNECTED MECHANICAL PIPING LINES WITHIN THE WALL OR FLOOR. PATCH AND FINISH AS REQUIRED TO MATCH NEW OR EXISTING ADJACENT SURFACES. N. SEE MECHANICAL AND ELECTRICAL DRAWINGS AND NOTES FOR FURTHER SEQUENCING AND SCOPE OF WORK. 0. REMOVE AND REPLACE CEILING SYSTEM AS REQUIRED FOR MECHANICAL AND ELECTRICAL WORK P. DEMOLISHED VAV BOXES SHALL BE SALVAGED Q. DEMO AND REMOVE ALL FLOOR OUTLETS, ABANDONED CONDUIT, PIPING, J-BOXES, ETC. BACK TO SOURCE. CONTRACTOR TO CLOSE ALL ABANDONED CORE DRILLS WITH FIRE SAFING / METAL PLATE. R. EXISTING DOORS, WINDOWS, AND SIDELIGHTS TO REMAIN, U.N.O. S. REMOVE EXISTING FURNITURE, SALVAGE PER OWNER. T. DEMOLISH ALL SIGNAGE THROUGH AREA OF WORK. U. REMOVE ALL FURNITURE AND EQUIPMENT FROM AREA OF WORK; SALVAGE AS REQUIRED FOR NEW LAYOUT, SHEET A200. DISPOSE OF ITEMS NOT NEEDED FOR NEW SPACE. V. DEMOLISH EXISTING LIGHT FIXTURES; TYPICAL THROUGHOUT, U.N.O. REFER TO RCP DEMOLITION LEGEND FOR MORE INFORMATION. W. DEMOLISH CEILING -MOUNTED EXIT LIGHTS, SALVAGE FOR RELOCATION PER A600. COORDINATE WITH ELECTRICAL. X. DEMOLISH ACOUSTIC CEILING TILE AND GRID AS INDICATED ON DRAWINGS. REFER TO RCP DEMOLITION LEGEND. KEY NOTES X 1. DEMOLISH WOOD BOX -BEAM UPLIGHT PENDANTS AND ANY ASSOCIATED SUPPORT STRUCTURE. 2. DEMOLISH AND SALVAGE CEILING MOUNTED FIRE ALARMS, SMOKE DETECTORS AND MEP AS E UIPMENT/DEVICES REQUIRED FOR NEW Q CEILING AND LIGHTING CONFIGURATIONS. RE -INSTALL PER MEP & FIRE PROTECTION DESIGN. 3. EXISTING RECESSED CAN LIGHT FIXTURES TO REMAIN. RELAMP PER ELECTRICAL DRAWINGS. 4. DEMOLISH GWB SOFFITS AS INDICATED. 5. STAFF LOUNGE CEILING ACT HAS ALREADY BEEN DEMOLISHED; ONLY GRID, LIGHTS AND DIFFUSERS TO BE DEMOLISHED. 6. REMOVE AND SALVAGE EXISTING MECHANICAL DIFFUSERS. RE INSTALL PER RCP. RCP DEMOLITION LEGEND AREA NOT IN CONTRACT (NIC) ] — — — — ] EXISTING PARTITION TO BE DEMOLISHED EXISTING PARTITION TO REMAIN /i AREAS WITH EXISTING GRID TO REMAIN AND // / DEMOLISHED CEILING TILES; NEW ACT TO BE / / INSTALLED IN EXISTING GRID // / / / r--�-Z--T--I -_Tr 1 I 1 I I I DEMOLISHED CEILING GRID AND CEILING ... 1 ---- 1---- 1- I H TILES 1 1 I 1 I L--1--1--1----�J EXISTING CEILING LIGHT LJ] FIXTURE TO BE DEMOLISHED � LIGHT FIXTURE TO BE DEMOLISHED - - - - -- - - AREAS OF EXISTING GWB CEILING TO REMAIN r`D)1 SMOKE DETECTOR �\ �WAP 1 WIRELESS ACCESS POINT HANGING WOOD LIGHT TROFFER Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 12494 �5 REGISTERED ARCHITECT ' " Mona Zellers STATE OF WASHINGTON cn 0 Z O m 0 W o �.�..� N 0 ~ 00 w rn J W WQ Q C) 1..% z 0 Q -z Z _ �O o2 c�0 W DRAWING ISSUE DATE DESCRIPTION 03/31/2023 ISSUE FOR BID SHEET TITLE REFLECTED CEILING PLAN - DEMOLITION SHEET NO. Al 1 1 Drawn MAC, LB Checked AWB 0' 8' 16' © 2023 JOHNSTON ARCHITECTS 2 n 00 N LP m N O N Q m c u A B C D E F G CUSTODIAL ELECTRICAL 1 104 ROOM A201 106 _51 I I I I I ELEV. 102 r I 6 I I I I I I I I I 1 A203 I I I I I I I I I I I I I I 5 I � I i ALTERNATE #1: CHILDREN'S ACTIVE PLAY ELEMENT I � O I I COLLECTION I PHILDREN'S 115B AREA I 115 71 I I I I I I I I 3 — — READING NOOK I I I I 115A I I I I I I I I I I I I I I LEVEL 1 - FLOOR PLAN WOMEN'S I MEN'S RESTROOM RESTROOM 103 - f \ 105 I I I I WORKROOM I 7 '71 108 1 EMPLOYEE I I O I PHONE ROOM 113 RESTROOM PATIO 1 111 122 A202 I I — — — — — — — — — — — — Ir I LOBBY I ART WALK OFFICE 101 107B BOOK SALE 121 CIRCULATION 107A I I I DESK I STAFF LOUNGE 107 I STAFF FOCUS I 112 OFFICE I ROOM 1 N.I.C. I I I 109 I 119 I I — —I — I QUIET ROOM I DISPLAY i 110 I Dw I COLLECTION — I — 114A I I STORAGE I I I i 120A I I 4 4 � I I 4 4 I LARGE MEETING I ROOM STORAGE I I � 120 120B I I I I I I I I I I I I I COLLECTION COLLECTION I I 114C BUSINESS 114B0 CENTER I I 1 1141 L — — — — — — — — - I I I I I I FLEX LOUNGE I 114H 19 I — — — 4 — — 4 — — 4 — — — - — — 16— I 4 4 4 I TEEN/JUVENILE 114C I COLLECTION I 114D I PLAN GENERAL NOTES A. REFER TO DRAWING G001 FOR NOTES APPLICABLE TO ALL PORTIONS OF THE PROJECT. B. PRIOR TO FRAMING VERIFY THAT FINAL APPLIANCE AND PLUMBING FIXTURE SIZES/CLEARANCES MATCH THOSE USED AS BASIS OF DESIGN SHOWN ON DRAWINGS. C. EXISTING EXPOSED STUDS THROUGHOUT TO BE SHEATHED WITH GWB TO MATCH EXISTING THICKNESS OF ADJACENT CONSTRUCTION. FINISH AND PREPARE TO RECEIVE PAINT PER THE ROOM FINISH SCHEDULE. D. PATCH AND PREP ALL WALLS TO UNIFORM LIKE -NEW FINISH READY CONDITION; ALL WALLS TO RECEIVE NEW PAINT. REFER TO GENERAL NOTES FOR LEVEL OF FINISH REQUIRED. E. PATCH AND PREP FLOOR SUBSTRATE TO RECEIVE NEW FLOORING, TYPICAL THROUGHOUT. PROVIDE AND INSTALL NEW FLOOR FINISHES AS SPECIFIED. REFER TO ROOM FINISH SCHEDULE. SEE SHEET A900 FOR TYPICAL FLOOR TRANSITION DETAILS. F. PROVIDE AND INSTALL NEW DOORS, FRAMES, GLAZING, AND HARDWARE AS SCHEDULED; REFER TO DOOR TYPE ELEVATIONS AND DOOR SCHEDULE FOR ADDITIONAL INFORMATION. G. PROVIDE NEW POWER AND DATA CONNECTIONS TO SUPPORT EMPLOYEE WORKSTATIONS, OFFICES, COPY/PRINT FUNCTIONS, AND NEW ELECTRONIC ADJUSTABLE -HEIGHT TABLE BASES. REFER TO FURNITURE PLAN AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. H. NEW GWB TO BE INSTALLED AT THE BOTTOM 2' OF THE WALL WHERE IT WAS PREVIOUSLY DEMOLISHED DURING INITIAL REMEDIATION WORK. Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 12494 REGISTERED ARCHITECT Mona Zellers STATE OF WASHINGTON KEY NOTES (Dx--- 1. INSTALL SALVAGED DOOR AND FRAME. REFER TO DOOR TYPES & SCHEDULE FOR ADDITIONAL INFORMATION. 2. RE -SURFACE AND INSTALL SALVAGED LOWER CABINETS. PROVIDE Q NEW COUNTERTOPS PER FINISH SCHEDULE. REFER TO INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. Z 3. NEW CASEWORK CIRCULATION DESK. DESK TO BE ANSI COMPLIANT. REFER TO INTERIOR DETAILS, ELEVATIONS, AND FINISH SCHEDULE O FOR ADDITIONAL INFORMATION. 4. PROVIDE AND INSTALL NEW 48" HIGH CORNER GUARDS WITH 2-1/2" TAPERED FLANGE WHERE INDICATED ON PLAN. Q 5. NEW CASEWORK; REFER TO ELEVATIONS, DETAILS, AND ROOM FINISH SCHEDULE FOR ADDITIONAL INFORMATION. W o 6. PROVIDE AND INSTALL NEW ADA-COMPLIANT DROP -IN STAINLESS N STEEL SINK AND FAUCET. REFER TO PLUMBING FIXTURE SCHEDULE. W F---00 COORDINATE WITH PLUMBING. J LU LU 7. NOT USED. Q 8. PROVIDE IN FLOOR CABLE RACEWAYS FOR POWER DELIVERY TO OCCUPIABLE SPACES CURRENTLY Q WHERE NONE EXIST; REFER TO co FURNITURE PLAN FOR LOCATIONS OF TERMINUS POINTS. Z 0 COORDINATE QUANTITY, LENGTHS, AND TYPE WITH ELECTRICAL. C)�+ Q z 9. SLIDING GLASS DOOR SYSTEM TRACK ABOVE. REFER TO DOOR :�i O z 2 SCHEDULE FOR MORE INFORMATION. o 10. PROVIDE AND INSTALL NEW WALL -HUNG LAVATORY, AUTOMATIC J � LU SOAP DISPENSER, AND AUTOMATIC FAUCET AS SCHEDULED; PROVIDE IN -WALL BLOCKING PER MANUFACTURER'S INSTALLATION DRAWING ISSUE INSTRUCTIONS. COORDINATE WITH PLUMBING AND ELECTRICAL. DATE DESCRIPTION 11. PROVIDE AND INSTALL RESTROOM ACCESSORIES AS SCHEDULE IN 03/31/2023 ISSUE FOR BID ACCORDANCE WITH ACCESSIBILITY REQUIREMENTS. REFER TO SHEET G002. 12. SALVAGED METAL LOCKERS TO BE REFINISHED, POWDER COATED, AND REINSTALLED; ANCHOR TO WALL FOR SAFETY AND STABILITY. PROVIDE IN -WALL BLOCKING. 13. NEW ELECTRICAL PANEL FINISHED TO MATCH ADJACENT WALL COLOR; COORDINATE ALL OTHER REQUIREMENTS WITH ELECTRICAL. 14. FACE OF WALL IS TO ALIGN WITH THE FINISHED FACE OF SOFFIT ABOVE. 15. NOT USED. 16. INSTALL NEW FIRE EXTINGUISHER CABINET PER SPEC. 17. INSTALL WINDOW SHADE PER SPEC. 18. STAIN EXISTING WOOD WINDOW TRIM PER FINISH SCHEDULE. 19. PAINT EXISTING WOOD WNIDOW TRIM PER FINISH SCHEDULE. I I I I PLAN LEGEND READING AREA SHEET TITLE 114E I AREA NOT IN CONTRACT (NIC) 19 READING AREA READING AREA C — EXISTING PARTITION TO REMAIN FLOOR PLAN 114F 4 TYP. 114G 19 NEW PARTITION SHEET NO. A200 Drawn MAC, LB Checked AWB 0' 8' 16' © 2023 JOHNSTON ARCHITECTS PLAN GENERAL NOTES A. REFER TO DRAWING G001 FOR NOTES APPLICABLE TO ALL PORTIONS OF THE PROJECT. B. PRIOR TO FRAMING VERIFY THAT FINAL APPLIANCE AND PLUMBING FIXTURE SIZES/CLEARANCES MATCH THOSE USED AS BASIS OF DESIGN SHOWN ON DRAWINGS. C. EXISTING EXPOSED STUDS THROUGHOUT TO BE SHEATHED WITH GWB TO MATCH EXISTING THICKNESS OF ADJACENT CONSTRUCTION. FINISH AND PREPARE TO RECEIVE PAINT PER THE ROOM FINISH SCHEDULE. D. PATCH AND PREP ALL WALLS TO UNIFORM LIKE -NEW FINISH READY CONDITION; ALL WALLS TO RECEIVE NEW PAINT. REFER TO GENERAL NOTES FOR LEVEL OF FINISH REQUIRED. E. PATCH AND PREP FLOOR SUBSTRATE TO RECEIVE NEW FLOORING, TYPICAL THROUGHOUT. PROVIDE AND INSTALL NEW FLOOR FINISHES AS SPECIFIED. REFER TO ROOM FINISH SCHEDULE. SEE SHEET A900 FOR TYPICAL FLOOR TRANSITION DETAILS. F. PROVIDE AND INSTALL NEW DOORS, FRAMES, GLAZING, AND HARDWARE AS SCHEDULED; REFER TO DOOR TYPE ELEVATIONS AND DOOR SCHEDULE FOR ADDITIONAL INFORMATION. G. PROVIDE NEW POWER AND DATA CONNECTIONS TO SUPPORT EMPLOYEE WORKSTATIONS, OFFICES, COPY/PRINT FUNCTIONS, AND NEW ELECTRONIC ADJUSTABLE -HEIGHT TABLE BASES. REFER TO FURNITURE PLAN AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. H. NEW GWB TO BE INSTALLED AT THE BOTTOM 2' OF THE WALL WHERE IT WAS PREVIOUSLY DEMOLISHED DURING INITIAL REMEDIATION WORK. KEY NOTES 1. INSTALL SALVAGED DOOR AND FRAME. REFER TO DOOR TYPES & SCHEDULE FOR ADDITIONAL INFORMATION. 2. RE -SURFACE AND INSTALL SALVAGED LOWER CABINETS. PROVIDE NEW COUNTERTOPS PER FINISH SCHEDULE. REFER TO INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 3. NEW CASEWORK CIRCULATION DESK. DESK TO BE ANSI COMPLIANT. REFER TO INTERIOR DETAILS, ELEVATIONS, AND FINISH SCHEDULE FOR ADDITIONAL INFORMATION. 4. PROVIDE AND INSTALL NEW 48" HIGH CORNER GUARDS WITH 2-1/2" TAPERED FLANGE WHERE INDICATED ON PLAN. 5. NEW CASEWORK; REFER TO ELEVATIONS, DETAILS, AND ROOM FINISH SCHEDULE FOR ADDITIONAL INFORMATION. 6. PROVIDE AND INSTALL NEW ADA-COMPLIANT DROP -IN STAINLESS STEEL SINK AND FAUCET. REFER TO PLUMBING FIXTURE SCHEDULE. COORDINATE WITH PLUMBING. 7. NOT USED. 8. PROVIDE IN FLOOR CABLE RACEWAYS FOR POWER DELIVERY TO OCCUPIABLE SPACES WHERE NONE CURRENTLY EXIST; REFER TO FURNITURE PLAN FOR LOCATIONS OF TERMINUS POINTS. COORDINATE QUANTITY, LENGTHS, AND TYPE WITH ELECTRICAL. 9. SLIDING GLASS DOOR SYSTEM TRACK ABOVE. REFER TO DOOR SCHEDULE FOR MORE INFORMATION. 10. PROVIDE AND INSTALL NEW WALL -HUNG LAVATORY, AUTOMATIC SOAP DISPENSER, AND AUTOMATIC FAUCET AS SCHEDULED; PROVIDE IN -WALL BLOCKING PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. COORDINATE WITH PLUMBING AND ELECTRICAL. 11. PROVIDE AND INSTALL RESTROOM ACCESSORIES AS SCHEDULE IN ACCORDANCE WITH ACCESSIBILITY REQUIREMENTS. REFER TO SHEET G002. 12. SALVAGED METAL LOCKERS TO BE REFINISHED, POWDER COATED, AND REINSTALLED; ANCHOR TO WALL FOR SAFETY AND STABILITY. PROVIDE IN -WALL BLOCKING. 13. NEW ELECTRICAL PANEL FINISHED TO MATCH ADJACENT WALL COLOR; COORDINATE ALL OTHER REQUIREMENTS WITH ELECTRICAL. 14. FACE OF WALL IS TO ALIGN WITH THE FINISHED FACE OF SOFFIT ABOVE. 15. NOT USED. 16. INSTALL NEW FIRE EXTINGUISHER CABINET PER SPEC. 17. INSTALL WINDOW SHADE PER SPEC. 18. STAIN EXISTING WOOD WINDOW TRIM PER FINISH SCHEDULE. 19. PAINT EXISTING WOOD WNIDOW TRIM PER FINISH SCHEDULE. PLAN LEGEND 2 n N LO co N O N O Q m c AREA NOT IN CONTRACT (NIC) EXISTING PARTITION TO REMAIN NEW PARTITION 0 I --I 0' 4' 8' Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 12494 REGISTERED ARCHITECT Mona Zellers STATE OF WASHINGTON Cn 0 Z 0 W o N W J w� LLI Q I Q U) 0 Z_ 0 Qz Z m o0 Cn J (o LU (DRAWING ISSUE DATE DESCRIPTION 103/31/2023 1 ISSUE FOR BID SHEET TITLE ENLARGED FLOOR PLAN SHEET NO. A201 Drawn MAC, LB Checked AWB © 2023 JOHNSTON ARCHITECTS u �J N 2 n LO co N O N CD m c G H DELIVERY ENLARGED FLOOR PLAN - STAFF LOUNGE & MEETING RM IM ) RAG E 20A ) RAG E 20B PLAN GENERAL NOTES A. REFER TO DRAWING G001 FOR NOTES APPLICABLE TO ALL PORTIONS OF THE PROJECT. B. PRIOR TO FRAMING VERIFY THAT FINAL APPLIANCE AND PLUMBING FIXTURE SIZES/CLEARANCES MATCH THOSE USED AS BASIS OF DESIGN SHOWN ON DRAWINGS. C. EXISTING EXPOSED STUDS THROUGHOUT TO BE SHEATHED WITH GWB TO MATCH EXISTING THICKNESS OF ADJACENT CONSTRUCTION. FINISH AND PREPARE TO RECEIVE PAINT PER THE ROOM FINISH SCHEDULE. D. PATCH AND PREP ALL WALLS TO UNIFORM LIKE -NEW FINISH READY CONDITION; ALL WALLS TO RECEIVE NEW PAINT. REFER TO GENERAL NOTES FOR LEVEL OF FINISH REQUIRED. E. PATCH AND PREP FLOOR SUBSTRATE TO RECEIVE NEW FLOORING, TYPICAL THROUGHOUT. PROVIDE AND INSTALL NEW FLOOR FINISHES AS SPECIFIED. REFER TO ROOM FINISH SCHEDULE. SEE SHEET A900 FOR TYPICAL FLOOR TRANSITION DETAILS. F. PROVIDE AND INSTALL NEW DOORS, FRAMES, GLAZING, AND HARDWARE AS SCHEDULED; REFER TO DOOR TYPE ELEVATIONS AND DOOR SCHEDULE FOR ADDITIONAL INFORMATION. G. PROVIDE NEW POWER AND DATA CONNECTIONS TO SUPPORT EMPLOYEE WORKSTATIONS, OFFICES, COPY/PRINT FUNCTIONS, AND NEW ELECTRONIC ADJUSTABLE -HEIGHT TABLE BASES. REFER TO FURNITURE PLAN AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. H. NEW GWB TO BE INSTALLED AT THE BOTTOM 2' OF THE WALL WHERE IT WAS PREVIOUSLY DEMOLISHED DURING INITIAL REMEDIATION WORK. KEY NOTES 1. INSTALL SALVAGED DOOR AND FRAME. REFER TO DOOR TYPES & SCHEDULE FOR ADDITIONAL INFORMATION. 2. RE -SURFACE AND INSTALL SALVAGED LOWER CABINETS. PROVIDE NEW COUNTERTOPS PER FINISH SCHEDULE. REFER TO INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 3. NEW CASEWORK CIRCULATION DESK. DESK TO BE ANSI COMPLIANT. REFER TO INTERIOR DETAILS, ELEVATIONS, AND FINISH SCHEDULE FOR ADDITIONAL INFORMATION. 4. PROVIDE AND INSTALL NEW 48" HIGH CORNER GUARDS WITH 2-1/2" TAPERED FLANGE WHERE INDICATED ON PLAN. 5. NEW CASEWORK; REFER TO ELEVATIONS, DETAILS, AND ROOM FINISH SCHEDULE FOR ADDITIONAL INFORMATION. 6. PROVIDE AND INSTALL NEW ADA-COMPLIANT DROP -IN STAINLESS STEEL SINK AND FAUCET. REFER TO PLUMBING FIXTURE SCHEDULE. COORDINATE WITH PLUMBING. 7. NOT USED. 8. PROVIDE IN FLOOR CABLE RACEWAYS FOR POWER DELIVERY TO OCCUPIABLE SPACES WHERE NONE CURRENTLY EXIST; REFER TO FURNITURE PLAN FOR LOCATIONS OF TERMINUS POINTS. COORDINATE QUANTITY, LENGTHS, AND TYPE WITH ELECTRICAL. 9. SLIDING GLASS DOOR SYSTEM TRACK ABOVE. REFER TO DOOR SCHEDULE FOR MORE INFORMATION. 10. PROVIDE AND INSTALL NEW WALL -HUNG LAVATORY, AUTOMATIC SOAP DISPENSER, AND AUTOMATIC FAUCET AS SCHEDULED; PROVIDE IN -WALL BLOCKING PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. COORDINATE WITH PLUMBING AND ELECTRICAL. 11. PROVIDE AND INSTALL RESTROOM ACCESSORIES AS SCHEDULE IN ACCORDANCE WITH ACCESSIBILITY REQUIREMENTS. REFER TO SHEET G002. 12. SALVAGED METAL LOCKERS TO BE REFINISHED, POWDER COATED, AND REINSTALLED; ANCHOR TO WALL FOR SAFETY AND STABILITY. PROVIDE IN -WALL BLOCKING. 13. NEW ELECTRICAL PANEL FINISHED TO MATCH ADJACENT WALL COLOR; COORDINATE ALL OTHER REQUIREMENTS WITH ELECTRICAL. 14. FACE OF WALL IS TO ALIGN WITH THE FINISHED FACE OF SOFFIT ABOVE. 15. NOT USED. 16. INSTALL NEW FIRE EXTINGUISHER CABINET PER SPEC. 17. INSTALL WINDOW SHADE PER SPEC. 18. STAIN EXISTING WOOD WINDOW TRIM PER FINISH SCHEDULE. 19. PAINT EXISTING WOOD WNIDOW TRIM PER FINISH SCHEDULE. PLAN LEGEND AREA NOT IN CONTRACT (NIC) EXISTING PARTITION TO REMAIN NEW PARTITION 0 0' 4' 8' Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 12494 REGISTERED ARCHITECT Mona Zellers STATE OF WASHINGTON Cn 0 Z 0 W o N W J w� LLI Q I Q U) 0 Z_ 0 Qz Z m o0 Cn J (o LU (DRAWING ISSUE DATE DESCRIPTION 103/31/2023 1 ISSUE FOR BID SHEET TITLE ENLARGED FLOOR PLAN SHEET NO. A202 Drawn MAC, LB Checked AWB © 2023 JOHNSTON ARCHITECTS u (D N M LO co N O N CD m c LEVEL 1 - FLOOR PLAN PLAN GENERAL NOTES A. REFER TO DRAWING G001 FOR NOTES APPLICABLE TO ALL PORTIONS OF THE PROJECT. B. PRIOR TO FRAMING VERIFY THAT FINAL APPLIANCE AND PLUMBING FIXTURE SIZES/CLEARANCES MATCH THOSE USED AS BASIS OF DESIGN SHOWN ON DRAWINGS. C. EXISTING EXPOSED STUDS THROUGHOUT TO BE SHEATHED WITH GWB TO MATCH EXISTING THICKNESS OF ADJACENT CONSTRUCTION. FINISH AND PREPARE TO RECEIVE PAINT PER THE ROOM FINISH SCHEDULE. D. PATCH AND PREP ALL WALLS TO UNIFORM LIKE -NEW FINISH READY CONDITION; ALL WALLS TO RECEIVE NEW PAINT. REFER TO GENERAL NOTES FOR LEVEL OF FINISH REQUIRED. E. PATCH AND PREP FLOOR SUBSTRATE TO RECEIVE NEW FLOORING, TYPICAL THROUGHOUT. PROVIDE AND INSTALL NEW FLOOR FINISHES AS SPECIFIED. REFER TO ROOM FINISH SCHEDULE. SEE SHEET A900 FOR TYPICAL FLOOR TRANSITION DETAILS. F. PROVIDE AND INSTALL NEW DOORS, FRAMES, GLAZING, AND HARDWARE AS SCHEDULED; REFER TO DOOR TYPE ELEVATIONS AND DOOR SCHEDULE FOR ADDITIONAL INFORMATION. G. PROVIDE NEW POWER AND DATA CONNECTIONS TO SUPPORT EMPLOYEE WORKSTATIONS, OFFICES, COPY/PRINT FUNCTIONS, AND NEW ELECTRONIC ADJUSTABLE -HEIGHT TABLE BASES. REFER TO FURNITURE PLAN AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. H. NEW GWB TO BE INSTALLED AT THE BOTTOM 2' OF THE WALL WHERE IT WAS PREVIOUSLY DEMOLISHED DURING INITIAL REMEDIATION WORK. KEY NOTES 1. INSTALL SALVAGED DOOR AND FRAME. REFER TO DOOR TYPES & SCHEDULE FOR ADDITIONAL INFORMATION. 2. RE -SURFACE AND INSTALL SALVAGED LOWER CABINETS. PROVIDE NEW COUNTERTOPS PER FINISH SCHEDULE. REFER TO INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION. 3. NEW CASEWORK CIRCULATION DESK. DESK TO BE ANSI COMPLIANT. REFER TO INTERIOR DETAILS, ELEVATIONS, AND FINISH SCHEDULE FOR ADDITIONAL INFORMATION. 4. PROVIDE AND INSTALL NEW 48" HIGH CORNER GUARDS WITH 2-1/2" TAPERED FLANGE WHERE INDICATED ON PLAN. 5. NEW CASEWORK; REFER TO ELEVATIONS, DETAILS, AND ROOM FINISH SCHEDULE FOR ADDITIONAL INFORMATION. 6. PROVIDE AND INSTALL NEW ADA-COMPLIANT DROP -IN STAINLESS STEEL SINK AND FAUCET. REFER TO PLUMBING FIXTURE SCHEDULE. COORDINATE WITH PLUMBING. 7. NOT USED. 8. PROVIDE IN FLOOR CABLE RACEWAYS FOR POWER DELIVERY TO OCCUPIABLE SPACES WHERE NONE CURRENTLY EXIST; REFER TO FURNITURE PLAN FOR LOCATIONS OF TERMINUS POINTS. COORDINATE QUANTITY, LENGTHS, AND TYPE WITH ELECTRICAL. 9. SLIDING GLASS DOOR SYSTEM TRACK ABOVE. REFER TO DOOR SCHEDULE FOR MORE INFORMATION. 10. PROVIDE AND INSTALL NEW WALL -HUNG LAVATORY, AUTOMATIC SOAP DISPENSER, AND AUTOMATIC FAUCET AS SCHEDULED; PROVIDE IN -WALL BLOCKING PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. COORDINATE WITH PLUMBING AND ELECTRICAL. 11. PROVIDE AND INSTALL RESTROOM ACCESSORIES AS SCHEDULE IN ACCORDANCE WITH ACCESSIBILITY REQUIREMENTS. REFER TO SHEET G002. 12. SALVAGED METAL LOCKERS TO BE REFINISHED, POWDER COATED, AND REINSTALLED; ANCHOR TO WALL FOR SAFETY AND STABILITY. PROVIDE IN -WALL BLOCKING. 13. NEW ELECTRICAL PANEL FINISHED TO MATCH ADJACENT WALL COLOR; COORDINATE ALL OTHER REQUIREMENTS WITH ELECTRICAL. 14. FACE OF WALL IS TO ALIGN WITH THE FINISHED FACE OF SOFFIT ABOVE. 15. NOT USED. 16. INSTALL NEW FIRE EXTINGUISHER CABINET PER SPEC. 17. INSTALL WINDOW SHADE PER SPEC. 18. STAIN EXISTING WOOD WINDOW TRIM PER FINISH SCHEDULE. 19. PAINT EXISTING WOOD WNIDOW TRIM PER FINISH SCHEDULE. PLAN LEGEND AREA NOT IN CONTRACT (NIC) EXISTING PARTITION TO REMAIN NEW PARTITION 0 I --I 0' 4' 8' Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 12494 REGISTERED ARCHITECT Mona Zellers STATE OF WASHINGTON Cn 0 Z 0 W o N W J w� LLI Q I Q U) 0 Z_ 0 Qz Z m o0 Cn J (o LU (DRAWING ISSUE DATE DESCRIPTION 103/31/2023 1 ISSUE FOR BID SHEET TITLE ENLARGED FLOOR PLAN SHEET NO. A203 Drawn MAC, LB Checked AWB © 2023 JOHNSTON ARCHITECTS u FURNITURE PLAN GENERAL NOTES A. FURNITURE IS SHOWN FOR REFERENCE ONLY; MINIMUM REQUIRED CLEAR PATH OF TRAVEL BETWEEN STACKS TO BE 36". B. FINISHES INDICATED ON PLAN ARE TO SHOW EXTENTS; ROOM FINISH SCHEDULE INDICATES ALL FINISHES TO BE APPLIED. C. UNLESS NOTED OTHERWISE, ALL COLUMNS ARE TO BE PAINTED P-1 FOR GWB FURRED LOCATIONS AND P-2 ABOVE; RB-1 U.N.O. Johnston Architects, LLC 100 NE Northlake Way, Suite 200 KEY NOTES Seattle, WA 98105 t 206.523.6150 1. PROVIDE IN FLOOR POWER WHERE NONE CURRENTLY EXIST. f 206.523.9382 TRENCH OR CORE DRILL THROUGH SLAB WHERE EXISTING A B C T E F G H RACEWAYS DO NOT EXIST. COORDINATE QUANTITY, LENGTHS, AND TYPE WITH ELECTRICAL. ELECTRICAL OFFICE OFFICE 12494 REGISTERED CUSTODIAL ROOM WORKROOM 121 109 ARCHITECT 104 106 108 Mona Zellers ❑ ❑ STATE OF WASHINGTON WOMEN'S MEWS ;❑ �? � �? ❑EE E I E=1 RESTROOM RESTROOM �" ❑❑❑ �� I �❑❑ ❑❑❑❑❑�� EMPLOYEE 103 105 ❑❑❑[ ❑❑❑[ ❑❑[ RESTROOM — ELEV. ❑❑❑ ❑❑ F__�STAFF FOCUS 102 ROOM STAFF LOUNGE ❑ 119 112 I I I I �� a -. a- Qa. d a ° LOBBY FF1 ❑ a 101 CIRCULATION T#4\ ART tan 107B 107 WALK BOOK SALE 107A I, ❑�. I °°° I PHONE ROOM Z 1 17'-10° ❑ ❑ 113 0 I I I I I DW R Q CHILDREN'S ❑ W C:)AREA COLLECTION 6'-10" COLLECTION QUIET ROOM _STORAGEF--- 00 115 _ 120A J w Q 114B 114C 110 `� r L-L I.L 0 - - Z COLLECTION °� ^I 12' o° 9' 10" Ia O O �, 1 1 STORAGE Z 115B (n J o 1 DRAWING ISSUE � Lu 7 7 77 ❑ 1 DATE DESCRIPTION �❑ LARGE MEETIN --- ROOM FELLJ DISPLAY r-o° 11'-$° `�,k 120 COLLECTION BUSINESS ❑� 114A CENTER C-1 1141 2'-9" 3'-8" 6'-6" FLEX LOUNGE EO EO El114H 1Lj 1UT ❑ OWNER FURNISHED FO BOOK SHELVES: 1 ❑❑ — HEIGHT = 52" MAXIMUM 4 - — — — — — — — — — — — — — — — (TYPICAL) — — — — — — 4 d ❑ ❑ ❑ ❑ 10, 5'-9" 6'-3" 10'-71/2" LLECTI N 1 1 114D (C _T 1� 1� LL fV 7'-6" '01READING AREA SHEET TITLE ❑ ❑ READING AREA 114G FURNITURE & \❑\ 114E READING AREA l o FINISH PLAN 114E 1 FOR REFERENCE ONLY Q. SHEET NO. I A205 CV O CD _" LEVEL 1 - FURNITURE PLAN Drawn MAC, LB co SCALE: 1/8" = 1'-0" Checked AWB i 0' 8' 16' © 2023 JOHNSTON ARCHITECTS o_ n CV O N 0 Q m c u A B C D E OF O 12'-0" CE 0-- LEVEL 1 - REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" 11 FAIR lmmolmor Form parrAprop 'AV From PAF Val `�QFA Q,11=101 � Qptg iNF II'Q I I46Agm I, EQ EQ . 3' - 6" EQ EQ 3' - 6" %yF%�%yi►3, � it �� ' ___�-",��,�' ��,/L�p�1��i,1 %L%►1//.'L//J%/�1�� -- ��i�� ci emo ��wir e / LU / 1LU IPA 0— yya� 1121 24'-0" 2 6' 0 L2 24'-0" 0 L2 ��;z ( 24'-0" 0 O EQ �- EQ zo IO s11 LU LU w 7t7—,r-71LJW i 24'-0" 24'-0" ww� � w w C2E o> C1 0 o C1 0 0 0 w w L2 L2 C2E C>_ 24'-0" 24'-0" w w o 1 C1� C2Eo> 0 0 � � 3 w w E L2 L2 CEO 24' - 0" C24'- 0" RCP GENERAL NOTES A. REFLECTED CEILING PLANS SHOW GENERAL TYPE, LOCATION, AND ORIENTATION OF LIGHTS, REGISTERS, AND DIFFUSERS AND OTHER CEILING MOUNTED ITEMS. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ACCESS DOOR LOCATIONS AND OTHER MORE SPECIFIC REQUIREMENTS. B. CEILING AND SOFFIT HEIGHTS ARE MEASURED VERTICALLY FROM THE FINISHED FACE OF CEILING OR SOFFIT TO FLOOR. C. ADJUST METAL FRAMING SIZE, GAUGE, AND SPACING AT SOFFITS AND CEILINGS TO MEET MANUFACTURER'S PUBLISHED SPAN TABLES AND AS REQUIRED TO SUPPORT GRAVITY AND LATERAL LOADS. D. REFER TO SHEET E2.00 FOR LUMINAIRE SCHEDULE. E. SEE SHEET A910 FOR TYPICAL ACT DETAILS KEY NOTES (Dx--- 1. PAINT UNDERSIDE OF SLAB, CONDUIT AND DUCTWORK ABOVE AT ALL EXPOSED CEILING LOCATIONS, INCLUDING WHERE ACOUSTIC CLOUDS WILL BE INSTALLED. 2. SUSPENDED ACOUSTIC CEILING CLOUD: REFER TO A911. 3. AT EXISTING SOFFIT, CONTINUE GWB TO BOTTOM OF STRUCTURE WHERE IT DOES NOT CURRENTLY EXIST. 4. ADD INSULATION ABOVE ACT PER DETAIL. 5. INSTALL SALVAGED DIFFUSER. 6. ALIGN REQUIRED WOOD CEILING EXPANSION JOINT WITH FACE OF ADJACENT SOFFIT RCP MATERIALS LEGEND EXISTING GWB CEILING NEW GWB CEILING NEW ACT IN NEW GRID NEW ACT IN EXISTING GRID WOOD CEILING WOOD FINISH TRIM Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 12494 REGISTERED ARCHITECT Mona Zellers STATE OF WASHINGTON Cn 0 Z O W o W N w� J LLI Q Q U) C)az Z_ 0 Z m o0 Cn J (o LU DRAWING ISSUE DATE DESCRIPTION 03/31/2023 ISSUE FOR BID SHEET TITLE REFLECTED CEILING PLAN SHEET NO. A600 Drawn MAC, LB Checked AWB 0' 8' 16' © 2023 JOHNSTON ARCHITECTS MATERIALS & FINISHES LEGEND SPEC. SECTIONS NOTED BELOW FOR REFERENCE SECTION 06 4100 - ARCHITECTURAL WOOD CASEWORK WOOD CONTROL SAMPLES WD-1 SPECIES: AMERICAN WHITE OAK CUT: RIFT FINISH: MATCH AWC-1 WV-1 MANUFACTURER: SAUERS, OR EQ. PRODUCT: WHITE OAK WOOD VENEER CUT: RIFT FINISH: MATCH AWC-1 PLASTIC LAMINATE PL-1 COUNTERTOP, SEE SECTION 12 36 00 PL-2 MANUFACTURER: PIONITE PATTERN: WP120 LEAVE LIKATRE FINISH: SUEDE PL-3 MANUFACTURER: WILSONART PATTERN: 1573-60 FROSTY WHITE FINISH: MATTE PL-4 MANUFACTURER: FORMICA - COLOR CORE 2 PATTERN: 949C-90 WHITE FINISH: GLOSS FABRIC F-1 MANUFACTURER: DESIGNTEX PATTERN: MELANGE COLOR: 3492-305 MULBERRY CONTENT: 100% POLYESTER WIDTH: 55" REPEAT: NONE RAILROADED: NO FIRE RESISTANCE: ASTM E84 CLASS A NOTE: ADD CRYPTON FINISH F-2 MANUFACTURER: MOMENTUM PATTERN: PLUSH LIFE COLOR: 09543983 BLUSH CONTENT: 100% POLYESTER WIDTH: 54" REPEAT: NONE RAILROADED: NO FIRE RESISTANCE: NFPA 260 CLASS 1 F-3 MANUFACTURER: MOMENTUM PATTERN: PLUSH LIFE COLOR: 09544027 ALOE CONTENT: 100% POLYESTER WIDTH: 54" REPEAT: NONE RAILROADED: NO FIRE RESISTANCE: NFPA 260 CLASS 1 F-4 MANUFACTURER: MOMENTUM PATTERN: PLUSH LIFE COLOR: 09544038 EMERALD CONTENT: 100% POLYESTER WIDTH: 54" REPEAT: NONE RAILROADED: NO FIRE RESISTANCE: NFPA 260 CLASS 1 F-5 MANUFACTURER: DESIGNTEX PATTERN: RIDER COLOR: 3007-102 LIMESTONE CONTENT: 100% POLYURETHANE WIDTH: 54" REPEAT: NONE RAILROADED: NO FIRE RESISTANCE: CA TB 117-2013 SECTION 09 30 00 - TILING TILE T-1 MANUFACTURER: UNITED TILE STYLE: PROVENZA - EGO COLOR: GRIGIO SCURA SIZE: 12"X24" - RECTIFIED EDGE DCOF: >0.42 (WET) TOTAL THICKNESS: 9.5MM FINISH: MATTE GROUT: G-1 GROUT JOINT WIDTH: 1/8" INSTALLATION: STACKED, SEE ELEVATIONS CONTACT: LISA ANDERSON / LISA@UNITEDTILE.COM T-2 MANUFACTURER: UNITED TILE STYLE: PORTOBELLO - PADDINGTON COLOR: WHITE GLOSSY SIZE: 4"X16" - PRESSED EDGE DCOF: N/A TOTAL THICKNESS: 7.44MM FINISH: GLOSS GROUT: G-1 GROUT JOINT WIDTH: 1/8" INSTALLATION: VERTICAL RUNNING BOND, SEE ELEVATIONS CONTACT: LISA ANDERSON / LISA@UNITEDTILE.COM GROUT G-1 MANUFACTURER: CUSTOM BUILDING PRODUCTS COLOR: #546 CAPE GRAY a L0 Lp M M N 0 N Cl) Cl) m c SECTION 09 5100 - ACOUSTICAL CEILINGS GRID CEILING TILE ACT-1 MANUFACTURER:ARMSTRONG STYLE: DUNE PRODUCT #: 1851 SIZE: 24" X 48" THICKNESS: 5/8" EDGE PROFILE: SQUARE LAY -IN 15/16 NRC: 0.50 COLOR: WH - WHITE ACT-2 MANUFACTURER:ARMSTRONG STYLE: DUNE PRODUCT #: 1850 SIZE: 24" X 24" THICKNESS: 5/8" EDGE PROFILE: SQUARE LAY -IN 15/16 NRC: 0.50 COLOR: WH - WHITE ACT-3 MANUFACTURER:ARMSTRONG STYLE: OPTIMA PRODUCT #: 3257 SIZE: 24" X 48" THICKNESS: 1" EDGE PROFILE: SQUARE TEGULAR 9/16 NRC: 0.95 COLOR: WH - WHITE GRID: SUPRAFINE ML 9/16" EXPOSED TEE, OR EQ. GRID COLOR: WHITE WOOD AWC-1 MANUFACTURER: ARMSTRONG SERIES: WOODWORKS STYLE: LINEAR VENEERED PLANKS SIZE: 5-1/4" X 96" THICKNESS: 3/4" PERFORATION: W1 - UNPERFORATED EDGE: PLANK - 3/4" REVEAL COLOR: CRW - REDUX WOOD WHEAT FELT PANELING PET-1 MANUFACTURER:FSORB PRODUCT: PET PANELS COLOR:FS-160 GREY SIZE: 48" X 96" SHEET THICKNESS: 1/2" INSTALLATION: PER MANUF.; SEE A911 SECTION 09 65 00 - RESILIENT FLOORING RESILIENT FLOORING PLANK RFP-1 MANUFACTURER:FORBO PRODUCT:IMPRESSA COLOR: T19101 BLOND BEECH SIZE: 25CM X 100CM OVERALL THICKNESS: 2.5MM INSTALLATION: DIRECT -GLUE; 1/3 OFFSET RESILIENT BASE RB-1 MANUFACTURER: ROPPE TYPE: PINNACLE RUBBER BASE PROFILE: COVE SIZE: 4" COLOR: P170 WHITE RB-2 MANUFACTURER: ROPPE TYPE: PINNACLE RUBBER BASE PROFILE: COVE SIZE: 4" COLOR: P160 FOREST GREEN RB-3 MANUFACTURER: ROPPE TYPE: PINNACLE RUBBER BASE PROFILE: COVE SIZE: 4" COLOR: P649 SWEET BASIL SECTION 09 68 13 - TILE CARPETING CPT-1 MANUFACTURER: INTERFACE STYLE: FERRIS COLOR: 107524 SAGE SIZE: 25CM X 1M DYE METHOD: 100% SOLUTION DYED PRIMARY BACKING: GLASBAC PILE HEIGHT: 4.6MM INSTALLATION: ASHLAR CONTACT: CPT-2 MANUFACTURER: INTERFACE STYLE: ROCK SPRINGS COLOR: 107292 LEAD GNEISS SIZE: 25CM X 1M DYE METHOD: 100% SOLUTION DYED PRIMARY BACKING: GLASBAC PILE HEIGHT: 4.3MM INSTALLATION: ASHLAR CONTACT: SECTION 09 72 00 - WALL COVERINGS WC-1 MANUFACTURER: LEVEL DIGITAL WALLCOVERING SUBSTRATE: SMOOTH CARTA MURALS + WALLMAX WEIGHT: 170Z. CONTENT: TYPE II PVC -FREE FIRE RATING: NOTE: CUSTOM GRAPHIC BY ARCHITECT, SCALED TO FIT WALL & CEILING RETURN CONTACT: PET-2 MANUFACTURER: FSORB PRODUCT: PET PANELS COLOR:FS-510 DARK GREEN SIZE: 48" X 96" SHEET THICKNESS: 1/2" INSTALLATION: DIRECT -GLUE, SEE ELEVATION SECTION 09 9123 - INTERIOR PAINTING INTERIOR PAINT P-1 MANUFACTURER: SHERWIN WILLIAMS COLOR: SW 7566 WESTHIGHLAND WHITE SHEEN: EGGSHELL P-1A MANUFACTURER: SHERWIN WILLIAMS COLOR: SW 7566 WESTHIGHLAND WHITE SHEEN: SEMI -GLOSS P-2 MANUFACTURER: SHERWIN WILLIAMS COLOR: SW 7674 PEPPERCORN SHEEN: EGGSHELL P-2A MANUFACTURER: SHERWIN WILLIAMS COLOR: SW 7674 PEPPERCORN SHEEN: SEMI -GLOSS P-3 MANUFACTURER: SHERWIN WILLIAMS COLOR: SW 6192 COASTAL PLAIN SHEEN: EGGSHELL P-3A MANUFACTURER: SHERWIN WILLIAMS COLOR: SW 6192 COASTAL PLAIN SHEEN: SEMI -GLOSS P-4 MANUFACTURER: SHERWIN WILLIAMS COLOR: 7623 CASCADES SHEEN: EGGSHELL P-5 MANUFACTURER: SHERWIN WILLIAMS COLOR: 7730 FORESTWOOD SHEEN: EGGSHELL P-6 MANUFACTURER: SHERWIN WILLIAMS COLOR:TBD SHEEN: EGGSHELL MAGNETIC DRY -ERASE PAINT P-7 MANUFACTURER: SEE SPEC. MATCH: SHERWIN WILLIAMS COLOR:TBD STAIN STN-1 MANUFACTURER: MINWAX COLOR: MW 1053 CYPRESS SECTION 12 2216 - DRAPERY. TRACK AND ACCESSORIES DRAPERY FABRIC: DF-1 MANUFACTURER: PATTERN / COLOR: WIDTH: REPEAT: CONTENT: RAILROADED: FLAME RESISTANCE: CONTACT: SECTION 12 2413 - ROLLER SHADES RS-1 SEE SPECIFICATIONS SECTION 12 36 00 - COUNTERTOPS PLASTIC LAMINATE PL-1 MANUFACTURER: PIONITE PATTERN: AV971 MOONLIGHTING PAPEL FINISH: SUEDE PL-4 REF. 06 4100 ROOM FINISH SCHEDULE ROOM WALL FINISH CASEWORK COUNTERTOP WINDOW NO. ROOM NAME FLOOR BASE NORTH EAST SOUTH WEST FINISH FINISH CEILING FINISH TREATMENT NOTES 107 CIRCULATION DESK CPT-1 RB-2 PL-4 / WV-1 / WD-1 WD-1 / PL-4 AWC-1 / WV-1 / P-4 5, 7, 8, 12 107A BOOK SALE CPT-1 RB-2 P-4 P-4 AWC-1 / WV-1 2, 5, 8 107E ART WALK CPT-1 RB-1 / RB-2 P-1 P-4 P-4 P-2 / AWC-1 / WV-1 5, 8, 12 108 WORKROOM RFP-1 RB-1 P-3 P-1 P-1 / P-5 P-3 PL-3 PL-1 ACT-1 2, 4, 6 109 OFFICE CPT-2 RB-1 P-1 P-1 P-1 P-1 ACT-2 2 110 QUIET ROOM CPT-2 RB-1 P-4 PET-2 P-4 P-1 ACT-2 RS-1 111 EMPLOYEE RESTROOM T-1 T-1 P-5 P-5 T-1 / T-2 T-1/T-2 P-5 1 112 STAFF LOUNGE RFP-1 RB-1 P-1 P-1 P-1 P-5 PL-2 PL-1 P-2 6 113 PHONE ROOM CPT-2 RB-1 P-1 P-1 P-1 P-4 ACT-2 RS-1 114A DISPLAY COLLECTION CPT-1 RB-1 P-1 P-2 2 114E COLLECTION CPT-1 P-2 114C COLLECTION CPT-1 P-2 114C TEEN/JUVENILE CPT-1 RB-1 P-1 P-1 P-2 / PET-1 2 114D COLLECTION CPT-1 P-2 114E READING AREA CPT-1 RB-1 P-1 P-1 P-2 / PET-1 - 2 114F READING AREA CPT-1 RB-1 P-1 P-1 P-1 P-2 / PET-1 - 2 114G READING AREA CPT-1 RB-1 P-1 P-1 P-2 / PET-1 - 2 114H FLEX LOUNGE CPT-1 RB-1 / RB-3 P-3 / P-2 P-1 P-2 / PET-1 - 2, 9, 15 1141 BUSINESS CENTER CPT-1 RB-2 / RB-3 P-4 P-2 / P-3 / WV-1 PL-2 PL-1 P-2 / PET-1 - 7, 9, 15 115 CHILDREN'S AREA CPT-1 RB-1 P-7 / WVP-1 P-1 P-1 F-1 / F-2 / F-3 / F-4 P-2 / PET-1 - 2,13 115A READING NOOK CPT-1 RB-1 P-6 P-6 WC-1 WC-1 / F-1 / F-2 - 11,14 115E COLLECTION CPT-1 P-2 / PET-1 - 119 STAFF FOCUS ROOM CPT-1 CPT-2 P-1 P-1 P-1 P-5 ACT-2 - 120 LARGE MEETING ROOM CPT-1 RB-1 / RB-3 P-3 P-1 P-1 P-3 PL-2 / F-5 PL-1 ACT-3 - 7, 9, 10 120A STORAGE CPT-1 RB-1 P-1 P-1 P-1 P-1 P-1 - 120B STORAGE CPT-1 RB-1 P-1 P-1 P-1 P-1 P-1 - 121 OFFICE CPT-2 RB-1 P-1 P-1 P-1 P-1 ACT-1 122 PATIO P-1A P-1 P-2 - ROOM FINISH SCHEDULE MATERIAL DESIGNATIONS ACT ACOUSTICAL CEILING TILE AWC ACOUSTICAL WOOD CEILING CG CORNER GUARD CPT CARPET TILE DF DRAPERY FABRIC F FABRIC G GROUT P PAINT PL PLASTIC LAMINATE Q QUARTZ SOLID SURFACING RB RESILIENT BASE RFP RESILIENT FLOORING PLANK IRS ROLLER SHADE STN STAIN T TILE WC WALL COVERING WD WOOD WV WOOD VENEER ROOM FINISH SCHEDULE NOTES: 1. T-1 WAINSCOT AT LOWER PORTION OF WALL, SEE ELEVATIONS. 2. EXISTING OAK WINDOW, STOREFRONT, AND DOOR TRIM TO BE SANDED AND STAINED, STN-1. 3. ALL EXISTING WOOD WINDOW TRIM TO BE PAINTED P-1A. 4. P-5 ON SOUTH WALL AT COPY/PRINT AREA ONLY. 5. WOOD VENEER KNIFE EDGE DETAIL AT ACOUSTIC WOOD CEILING; SEE DETAILS. 6. DP-1 PULLS AT ALL CABINET DOORS AND DRAWERS; SEE SPECIFICATIONS. 7. DP-2 PULLS AT ALL CABINET DOORS AND DRAWERS; SEE SPECIFICATIONS 8. RB-2 AT P-4 PAINTED ACCENT WALL LOCATIONS ONLY. 9. RB-3 AT P-3 PAINTED ACCENT WALL LOCATIONS ONLY. 10. F-5 UPHOLSTERED BANQUETTE SEAT & BACK. 11. WC-1 TO WRAP FROM WEST WALL ACROSS GWB CEILING RECESS AND TERMINATE AT INSIDE EAST EDGE. 12. P-4 AT UNDERSIDE OF GWB SOFFITS. 13. F-1, F-2, F-3, F-4 FABRIC -WRAPPED UPHOLSTERED ACTIVE PLAY FEATURE; REF. A92X SERIES. 14. F-1 AND F-2 FABRIC -WRAPPED UPHOLSTERED CEILING/WALL ELEMENT; SEE ELEVATIONS. 15. P-2 FINISH AT FACE OF WALL ABOVE KNIFE EDGE DETAIL AND AT VERTICAL SETBACK; SEE ELEVATIONS. APPLIANCE AND EQUIPMENT SCHEDULE DESCRIPTION MANUFACTURER I MODEL # I FINISH I LOCATION F COMMENTS REFRIGERATOR EXISTING EMPLOYEE BREAK ROOM EXISTING TOP -FREEZER DISHWASHER GE GDT226SGLWW WHITE EMPLOYEE BREAK ROOM MICROWAVE EXISTING EMPLOYEE BREAK ROOM EXISTING COUNTERTOP MODEL PLUMBING FIXTURE AND ACCESSORY SCHEDULE DESCRIPTION T VENDOR/MANUF I MODEL # I FINISH LOCATION T COMMENTS FAUCET BOBRICK B-8872 AND B-852 STAINLESS STEEL EMPLOYEE RESTROOM GRAB BARS BOBRICK B-150C.MBLK STAINLESS STEEL EMPLOYEE RESTROOM LAVATORY AMERICAN STANDARD 0955123EC.020 WHITE EMPLOYEE RESTROOM MIRROR BOBRICK B-290.MBLK STAINLESS STEEL EMPLOYEE RESTROOM PAPER TOWEL/WASTE UNIT BOBRICK B-3961 STAINLESS STEEL EMPLOYEE RESTROOM ROBE HOOK BOBRICK B-9542.MBLK STAINLESS STEEL EMPLOYEE RESTROOM SEAT COVER DISPENSER SCOTT 09506 BLACK EMPLOYEE RESTROOM SOAP DISPENSER SCOTT KC92144 WHITE EMPLOYEE RESTROOM TOILET AMERICAN STANDARD 2886205.020 WHITE EMPLOYEE RESTROOM WATER EFFICIENT FLOOR -MOUNTED DUAL -FLUSH TOILET PAPER DISPENSER BOBRICK B-540.MBLK STAINLESS STEEL EMPLOYEE RESTROOM TOILET SEAT AMERICAN STANDARD 5901100.020 WHITE EMPLOYEE RESTROOM FAUCET MOEN 7565 STAINLESS STEEL EMPLOYEE BREAK ROOM PAPER TOWEL DISPENSER SCOTT 48860 BLACK EMPLOYEE BREAK ROOM SINK ELKAY ECTSRAD25226TBG STAINLESS STEEL EMPLOYEE BREAK ROOM SOAP DISPENSER SCOTT KC92144 WHITE EMPLOYEE BREAK ROOM Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 12494 REGISTERED ARCHITECT Mona Zellers STATE OF WASHINGTON U) 0 Z 0 W o W N w� J V) � LUa Q 0 Z_ 0 a z Z m 20 o0 Cn J (o LLI DRAWING ISSUE DATE DESCRIPTION 03/31/2023 1 ISSUE FOR BID SHEET TITLE FINISH SCHEDULE & LEGENDS SHEET NO. A700 Drawn MAC, LB Checked AWB © 2023 JOHNSTON ARCHITECTS Wu WOOD TRANSACTION TOP CAP LAMINATE FACE 9 A903 METAL REVEAL BASE - v M FINISHED FLOOR _ SCRIBE WOOD RETURN TO FINISHED FLOOR — CIRC. DESK - FRONT EAST a a C a C d (2) EQ. UKAWEKS BOOK UKUP BINS CIRC. DESK - INSIDE NORTH 8 A903 'v - - - - - - - - M of I I GV 5'-8" �5', CIRC. DESK - INSIDE WEST q OF ADJ. TOP CAP (: 6 )_CIRC. DESK -INSIDE SOUTH co LO co N O N O M co a� c �^L LL 6'-6" OPEN FIXED SHELVING AT CURVED INSIDE CORNER WOOD VENEERED TOP CAP COUNTERTOP OPENINGS AT FRONT FACE BOOK DROP BINS SHOWN FOR REFERENCE ONLY SCRIBE TO FLOOR PROVIDE MIN. (1) QUADPLEX AND DATA AT EACH WORKSTATION; COORDINATE WITH ELECTRICAL POWER/DATA CONNECTION; COORDINATE WITH ELECTRICAL LINE OF SURROUND RETURN BEYOND ENTRY -SOUTH SCALE: 3/8" = V-0" EXISTING BEAMS KNIFE EDGE CEILIP FEATURE, SEE DE' GWB SOFFIT; UNDI PAINTED TO MATC EXISTING CASEWC REMOVED AND RE SCHEDULED;CUTI REQUIRED TO FIT WIDTH AND RE -INS CENTERED ON WA WALL BASE, TYP. ( ) CIRC. DESK - EAST ? SCALE: 3/8" = V-0" ELEVATIONS GENERAL NOTES A. REFER TO SHEET G001 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. B. GWB LEVEL OF FINISH SCHEDULE FOR WALLS AND CEILINGS IN THE FOLLOWING LOCATIONS: a. LEVEL 3: MECHANICAL AND ELECTRICAL CLOSETS b. LEVEL 4 (SMOOTH WALL): TYPICAL WALLS THROUGHOUT c. LEVEL 5 (SMOOTH WALL): ALL LOCATIONS WHERE WALL FINISH IS TO BE WALLCOVERING; REFER TO ROOM FINISH SCHEDULE AND ELEVATIONS. C. OPERATIONAL HAND OF PLUMBING FIXTURES AND APPLIANCES AS SELECTED BY G.C. TO BE CONFIRMED BY DESIGNER PRIOR TO ORDERING AND INSTALLATION. EXISTING BEAM, PAINT TO MATCH CEILING MECHANICAL TRUNK LINE, SHOWN FOR REFERENCE GWB FINISH; PAINT TO MATCH CEILING WOOD SOFFIT WITH KNIFE EDGE DETAIL OPENINGS FOR BOOK DROP WOOD VENEER TOP CAP LAMINATE DESK WRAP EXTRUDED ALUMINUM BASE RETURNS SIGNAGE WALL BASE, TYP. Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 12494 REGISTERED ARCHITECT Mona Zellers STATE OF WASHINGTON U) 0 Z 0 W o W N w� J V) � LUa Q- C/) o 0 z Qz Z m o0 Cn J (o LU DRAWING ISSUE DATE DESCRIPTION SHEET TITLE INTERIOR ELEVATIONS SHEET NO. A701 Drawn MAC, LB Checked AWB 0' 4' 8' © 2023 JOHNSTON ARCHITECTS WALL -MOUNTED LIGHT FIXTURE; COORDINATE WITH ELECTRICAL TOILET, GRAB BARS, AND ACCESSORIES INSTALLED PER ACCESSIBILITY DETAILS, SHEET 0002 TILE START POINT; ALIGN GROUT JOINTS EMPLOYEE RR — WEST n r LO co N O N O Q m c 0 M EMPLOYEE RR — SOUTH TOILET, GRAB BARS, AND ACCESSORIES INSTALLED PER ACCESSIBILITY DETAILS, SHEET 0002 TILE START POINT; ALIGN GROUT JOINTS C v EMPLOYEE RR — EAST SCALE: 3/8" = V-0" BC COAT HOOK ELEVATIONS GENERAL NOTES A. REFER TO SHEET G001 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. B. GWB LEVEL OF FINISH SCHEDULE FOR WALLS AND CEILINGS IN THE FOLLOWING LOCATIONS: a. LEVEL 3: MECHANICAL AND ELECTRICAL CLOSETS b. LEVEL 4 (SMOOTH WALL): TYPICAL WALLS THROUGHOUT c. LEVEL 5 (SMOOTH WALL): ALL LOCATIONS WHERE WALL FINISH IS TO BE WALLCOVERING; REFER TO ROOM FINISH SCHEDULE AND ELEVATIONS. C. OPERATIONAL HAND OF PLUMBING FIXTURES AND APPLIANCES AS SELECTED BY G.C. TO BE CONFIRMED BY DESIGNER PRIOR TO ORDERING AND INSTALLATION. 3'-0" LL C TILE BASE WITH ALUMINUM C FINISHING EDGE COMBINATION PAPER TOWEL DISPENSER & WASTE RECEPTACLE TILE BASE; ALUMINUM FINISHING EDGE EMPLOYEE RR — NORTH SCALE: 3/8" = V-0" 16,-011v_I_F K&MULKAIUN MII:KUVVAVt JINK U1bHVVAbHtK Ill: KLUYULt EMPLOYEE BREAK ROOM — WEST 7 SCALE: 3/8" = T-0" SALVAGED REFRIGERATOR; VERIFY REQUIRED CLEARANCES PRIOR TO CASEWORK FABRICATION ADJUSTABLE SHELVES, TYP SALVAGED DROP -IN SINK; RIM OF SINK TO BE AT 2'-10" AFF MAXIMUM NEW DISHWASHER; COORDINATE WITH PLUMBING AND ELECTRICAL. SEE EQUIPMENT SCHEDULE. TRASH/RECYCLE/COMPOST PULL-OUT DRAWERS Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 12494 REGISTERED ARCHITECT Mona Zellers STATE OF WASHINGTON Cn 0 Z 0 W o W J C:) w� LLI Q - QU) 0 zo Qz Z 00 U) J � LU (DRAWING ISSUE DATE FDDIESCRIPTION SHEET TITLE INTERIOR ELEVATIONS SHEET NO. A702 Drawn MAC, LB Checked AWB © 2023 JOHNSTON ARCHITECTS u WALL -MOUNTED MONITORS; COORDINATE POWER/DATA AND A/V REQUIREMENTS WITH ELECTRICAL AND AV; 85" MONITOR SHOWN FOR REFERENCE ONLY; INCLUDE BLOCKING AS NECESSARY DASHED LINE INDICATES EDGE OF NANAWALL POCKET AT WEST; MONITORS TO BE INSTALLED CENTERED ACROSS NANAWALL OPENING; COORDINATE LOCATIONS SHOWN AGAINST FINAL A/V SPECIFICATIONS WALLBASEBASE LARGE MEETING ROOM - EAST SCALE: 3/8" = V-0" LARGE MEETING ROOM - WEST SCALE: 3/8" = V-0" n co LO co N O N O Q co m c EQ 7'-6" CENTERED ON OPERABLE SLIDING PANEL SYSTEM �1 NEW OPERABLE PARTITION SHOWN IN CLOSED POSITION NEW CASEWORK CABINETS AND BANQUETTE WALL BASE, TYP ELEVATIONS GENERAL NOTES A. REFER TO SHEET G001 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. B. GWB LEVEL OF FINISH SCHEDULE FOR WALLS AND CEILINGS IN THE FOLLOWING LOCATIONS: a. LEVEL 3: MECHANICAL AND ELECTRICAL CLOSETS b. LEVEL 4 (SMOOTH WALL): TYPICAL WALLS THROUGHOUT c. LEVEL 5 (SMOOTH WALL): ALL LOCATIONS WHERE WALL FINISH IS TO BE WALLCOVERING; REFER TO ROOM FINISH SCHEDULE AND ELEVATIONS. C. OPERATIONAL HAND OF PLUMBING FIXTURES AND APPLIANCES AS SELECTED BY G.C. TO BE CONFIRMED BY DESIGNER PRIOR TO ORDERING AND INSTALLATION. 3l4"FILLER V-6" V-6" V-6" 1'-6" ±4'-9" LARGE MEETING ROOM - NORTH SCALE: 3/8" = V-0" ------------------------------ ------------------------------------- Z -------- 2 A901 120C 120D 120E LARGE MEETING ROOM - SOUTH SCALE: 3/8" = V-0" OPERABLE PARTITION SHOWN IN OPEN POSITION, NESTED IN WALL POCKET EXISTING FIRE ALARM UPHOLSTERED BANQUETTE; BACKSPLASH TO RUN CONTINUOUSLY TO EAST WALL DASHED LINE INDICATES EDGE OF EXISTING GWB SOFFIT; NEW WALL IS TO ALIGN FLUSH WITH FACE OF GWB SOFFIT FOR CONTINUOUS APPEARANCE NEW OPERABLE PARTITION & GWB HEADER EXISTING GLASS BLOCK WALL BEYOND WALL BASE, TYP. Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 12494 REGISTERED ARCHITECT Mona Zellers STATE OF WASHINGTON Cn LARGE MEETING ROOM - SOUTH SCALE: 3/8" = V-0" OPERABLE PARTITION SHOWN IN OPEN POSITION, NESTED IN WALL POCKET EXISTING FIRE ALARM UPHOLSTERED BANQUETTE; BACKSPLASH TO RUN CONTINUOUSLY TO EAST WALL DASHED LINE INDICATES EDGE OF EXISTING GWB SOFFIT; NEW WALL IS TO ALIGN FLUSH WITH FACE OF GWB SOFFIT FOR CONTINUOUS APPEARANCE NEW OPERABLE PARTITION & GWB HEADER EXISTING GLASS BLOCK WALL BEYOND WALL BASE, TYP. Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 12494 REGISTERED ARCHITECT Mona Zellers STATE OF WASHINGTON Cn 0 z 0 W o W J C:) w� LLI Q - QU) U� O zo Q z z _ 0 o C/) J c�0 W (DRAWING ISSUE DATE DESCRIPTION SHEET TITLE INTERIOR ELEVATIONS SHEET NO. A703 Drawn MAC, LB Checked AWB © 2023 JOHNSTON ARCHITECTS u CHI LDREN'S AREA ALCOVE - WEST EXISTING BEAM 000000000000000000000000000000 000000000000000000000000000000 000000000000000000000000000000 000000000000000000000000000000 000000000000000000000000000000 000000000000000000000000000000 000000000000000000000000000000 000000000000000000000000000000 000000000000000000000000000000 000000000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .@ 0-0-0 000000000000000000000000000000 000000000000000000000000000000 000000000000000000000000000000 000000000000000000000000000000 000000000000000000000000000000 000000000000000000000000000000 000000000000000000000000000000 000000000000000000000000000000 000000000000000000000000000000 CHILDREN'S AREA ALCOVE - NORTH LIGHT FIXTURES & ACOUSTIC CLOUDS IN ADJACENT SPACE EXISTING BEAM, F ACCENT WALLCOVERING TO MATCH CEILIN TO WRAP CONTINUOUSLY ONTO CEILING AND TERMINATE AT INSIDE CORNER ARCHITECT TO PF CAD TO FABRICAI FOR CUSTOM SURFACE -MOUNTED UPHOLSTERY PAS LIGHT FIXTURE; SEE RCP. UPHOLSTERED CE UPHOLSTERED CEILING FEATURE; SEE DE FEATURE; SEE DETAIL 4/A910 WALLCOVERING A WALL TO WRAP 0 WALL BASE CHILDREN'S READING NOOK - SOUTH SCALE: 3/8" = V-0" n LO co N O N O Q m c WALL BASE, TYP CHILDREN'S READING NOOK - WEST SCALE: 3/8" = V-0" WALL MOUNTED ACTIVE PLAY ELEMENT; PERFORATED BACK -LIT WALL ELEVATIONS GENERAL NOTES A. REFER TO SHEET G001 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. B. GWB LEVEL OF FINISH SCHEDULE FOR WALLS AND CEILINGS IN THE FOLLOWING LOCATIONS: a. LEVEL 3: MECHANICAL AND ELECTRICAL CLOSETS b. LEVEL 4 (SMOOTH WALL): TYPICAL WALLS THROUGHOUT c. LEVEL 5 (SMOOTH WALL): ALL LOCATIONS WHERE WALL FINISH IS TO BE WALLCOVERING; REFER TO ROOM FINISH SCHEDULE AND ELEVATIONS. C. OPERATIONAL HAND OF PLUMBING FIXTURES AND APPLIANCES AS SELECTED BY G.C. TO BE CONFIRMED BY DESIGNER PRIOR TO ORDERING AND INSTALLATION. CHILDREN'S AREA ALCOVE - EAST CHILDREN'S READING NOOK - NORTH SCALE: 3/8" = V-0" Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 12494 REGISTERED ARCHITECT Mona Zellers STATE OF WASHINGTON Cn 0 Z 0 W o N W J w� LLI Q - Q 0 zo Qz Z _ o75 U) J LU �w (DRAWING ISSUE DATE FDDIESCRIPTION SHEET TITLE INTERIOR ELEVATIONS SHEET NO. A704 Drawn Author Checked Checker © 2023 JOHNSTON ARCHITECTS u READING ROOM - EAST SCALE: 3/8" = T-0" 2 n 0 LO co N O N O Q m c EXISTING BEAMS; PAINT TO MATCH CEILI"'^ T"^ PAINT TOP OF V1 STEP BACK TO N LOWER FACES J Q W LU EQ (1) FULL PANEL EQ - OPERABLE PAR PAINTED GWB REVEAL SHOWN IN CLOS POSITION; SEE [ LU F [ _ i G - 4 ACOUSTIC FELT PANELS, J W SEAM AS SHOWN LLCL Y p L.L _ w r WALL BASE WALL BASET YF N QUIET ROOM -EAST SCALE: 3/8" = V-0" ALL WALL FACES ABOVE EXISTING BEAM, I SOFFIT TO BE PAINTED TO TO MATCH CEILIN MATCH CEILING; SEE ROOM FINISH SCHEDULE WOOD CEILING El SEE DETAIL 11/A9 WOOD SOFFIT WITH KNIFE EDGE, SEE RCP WOOD PANELS; C AND DETAILS SEAMS WITH STA WOOD FILLER, Fll PAINTED GWB, TYP. WALL BASE SCRIBE WOOD PP TO FLOOR, TYP. POWER/DATA CO MFD AND PRINT F COORDINATE WI1I I LLLV I I\IVJML BUSINESS CENTER -SOUTH 1 SCALE: 3/8" = 1'-0" READING ROOM @LARGE MEETING ROOM -EAST SCALE: 3/8" = V-0" ELEVATIONS GENERAL NOTES A. REFER TO SHEET G001 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. B. GWB LEVEL OF FINISH SCHEDULE FOR WALLS AND CEILINGS IN THE FOLLOWING LOCATIONS: a. LEVEL 3: MECHANICAL AND ELECTRICAL CLOSETS b. LEVEL 4 (SMOOTH WALL): TYPICAL WALLS THROUGHOUT c. LEVEL 5 (SMOOTH WALL): ALL LOCATIONS WHERE WALL FINISH IS TO BE WALLCOVERING; REFER TO ROOM FINISH SCHEDULE AND ELEVATIONS. C. OPERATIONAL HAND OF PLUMBING FIXTURES AND APPLIANCES AS SELECTED BY G.C. TO BE CONFIRMED BY DESIGNER PRIOR TO ORDERING AND INSTALLATION. Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 12494 REGISTERED ARCHITECT Mona Zellers STATE OF WASHINGTON Cn 0 Z 0 0 W o W J C:) w� LLI Q - QU) 0 zo Qz Z 00 U) J � LU (DRAWING ISSUE DATE FDDIESCRIPTION SHEET TITLE INTERIOR ELEVATIONS SHEET NO. A705 Drawn Author Checked Checker © 2023 JOHNSTON ARCHITECTS u 3' - 0" 5' -1" CLEAR DASHED LINE INDICATES ADJACENT FURNITURE STORAGE EQUIPMENT SHOWN FOR REFERENCE ONLY NEW CASEWORK CABINETS AND COUNTERTOP; SEE ROOM FINISH SCHEDULE WALL BASE 3'-0" (2) EQ DRAWERS COPY/SUPPLY - SOUTH WALL BASE, TYP. WORK ROOM - NORTH SCALE: 3/8" = V-0" ELEVATIONS GENERAL NOTES A. REFER TO SHEET G001 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. B. GWB LEVEL OF FINISH SCHEDULE FOR WALLS AND CEILINGS IN THE FOLLOWING LOCATIONS: a. LEVEL 3: MECHANICAL AND ELECTRICAL CLOSETS b. LEVEL 4 (SMOOTH WALL): TYPICAL WALLS THROUGHOUT c. LEVEL 5 (SMOOTH WALL): ALL LOCATIONS WHERE WALL FINISH IS TO BE WALLCOVERING; REFER TO ROOM FINISH SCHEDULE AND ELEVATIONS. C. OPERATIONAL HAND OF PLUMBING FIXTURES AND APPLIANCES AS SELECTED BY G.C. TO BE CONFIRMED BY DESIGNER PRIOR TO ORDERING AND INSTALLATION. rEX T ` OPEN TO BEYOND ` WORK ROOM - WEST SCALE: 3/8" = V-0" 2 n LO co N O N O Q m c ACCENT PAINT TO WRAP COLUMN AND WALL; TERMINATE AT INSIDE CORNER. SEE FINISH PLAN FOR EXTENTS. WALL BASE, TYP. Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 12494 REGISTERED ARCHITECT Mona Zellers STATE OF WASHINGTON Cn 0 Z 0 W o N W J w� LLI Q - Q 0 z0 Qz Z m o0 U) J Lo (o LU (DRAWING ISSUE DATE DESCRIPTION SHEET TITLE INTERIOR ELEVATIONS SHEET NO. A706 Drawn Author Checked Checker © 2023 JOHNSTON ARCHITECTS u oncr nrn crurr�ULE, IP. TYPICAL DOOR DETAIL SCALE: 3" = V-0" 2 n N Lp LO co N O N O Q m c DOOR AND FRAME SCHEDULE MARK LOCATION TYPE DOOR FRAME OPERATION HARDWARE FUNCTION KEY NOTES SIZE PANEL ROUGH OPENING MATL FINISH WIDTH HEIGHT THK MATL FIN HEIGHT WIDTH LEVEL 1 108 WORKROOM A 3'- 0" T - 0" 0'- 13/4" SWC STN-1 T - 01/2" 3'- 1" WD SWING PANIC HARDWARE 7 110 QUIET ROOM C 3'- 0" T - 0" 0'- 13/4" WG STN-1 T - 21/2" 5'- 11" WD SWING PASSAGE 8,9 119 STAFF FOCUS ROOM B 3' - 0" T - 0" 0'- 13/4" WG STN-1 T - 01/2" 3'- 1" WD SWING PRIVACY 8 120A BUSINESS CENTER C 3- 0" T - 0" 0'- 13/4" WG STN-1 T - 21/2" 5' -11" WD SWING PASSAGE 120B FLEX LOUNGE E 24' - 4" 9' - 5" 0'- 17/16" MG TBD 9' - 5" 24' - 21/8" ALUM TBD MULTI -SLIDE & SWING PASSAGE 120C LARGE MEETING ROOM D 6' - 0" T - 0" 0'- 13/4" SWC P-1A T - 1" 6' - 2" WD P-1A SWING LOCKSET 120D LARGE MEETING ROOM D 6' - 0" T - 0" 0'- 13/4" SWC P-1A T -1" 6' - 2" WD P-1A SWING LOCKSET 120E LARGE MEETING ROOM D 6' - 0" T - 0" 0'- 13/4" SWC P-1A T -1" 6' - 2" WD P-1A SWING LOCKSET E-6 ELECTRICAL ROOM - 3'- 0" T - 0" 0'- 13/4" - P-3A 0'- 0" 0' - 0" - P-3A SWING EXISTING 4,8 E-7 OFFICE B 3- 0" 7' - 0" 0'- 13/4" WG STN-1 T - 0 1/2" 3' -1" WD SWING PRIVACY 1,2,3, 8 E-8 WORKROOM B 4'- 0" T - 0" 0'- 13/4" WG STN-1 T - 01/2" 4'- 1" WD SWING CARD READER 1,2,3, 6, 7 E-11 EMPLOYEE RESTROOM A 3'- 0" T - 0" 0'- 13/4" SWC STN-1 T - 0 1/2" 3'- 1" WD SWING PRIVACY 1, 3, 5, 7 E-12 DELIVERY 6' - 0" T - 0" 0'- 13/4" - P-2A T - 1" 6' - 2" - P-2A SWING EXISTING 4 E-13 PHONE ROOM 3'- 0" T - 0" 0'- 13/4" SWC STN-1 T - 0 1/2" 3'- 1" WD SWING EXISTING 3,8 E-19 I STAFF FOCUS ROOM 4'- 2" T -1" 0'- 13/4" SWC I STN-1 0' - 0" 0' - 0" 1 WD I I BIFOLD I EXISTING 13,8,9 E-21 1OFFICE B 1 3- 0" 1 T - 0" 1 0' - 1 3/4" IWG I STN-1 7' - 01/2" 3' -1" 1 WD SWING I PRIVACY 1,2,3, 8 DOOR FRAME AND PANEL TYPES DOOR LEGEND MATERIAL KEY ALUM ALUMINUM GL GLASS MG METAL/ GLASS SWC SOLID WOOD CORE WD WOOD WG WOOD/ GLASS FINISH KEY P PAINT STN STAINED WOOD VENEER DOOR SCHEDULE GENERAL NOTES A. SG = SAFETY GLAZING B. DIMENSIONS FOR SWINGING, PIVOTING, AND ALL INTERIOR DOORS ARE APPROXIMATE ACTUAL DOOR SIZES. VERIFY DOOR SIZES FOR ALIGNMENT OF ADJACENT DOOR AND WINDOW HEADERS AND JAMBS. C. VERIFY ROUGH OPENING SIZES WITH MANUFACTURER. D. VERIFY KEYING REQUIREMENTS WITH OWNER. E. GC TO FIELD VERIFY ALL DOOR OPENING DIMENSIONS AND THROAT SIZES PRIOR TO ORDER, FABRICATION, AND INSTALLATION. ADDITIONALLY, GC SHALL SUPPLY A COMPETE DOOR SCHEDULE, HARDWARE SCHEDULE, AND HARDWARE CUTSHEETS FOR ARCHITECT APPROVAL PRIOR TO ORDERING. F. GC TO COORDINATE DOORS, FRAMES, AND HARDWARE WITH REQUIREMENTS FOR CARD ACCESS WHERE NOTED. G. ALL WOOD DOORS TO BE SOLID CORE U.N.O. H. WHERE DOOR IS TO BE PAINTED, DO NOT PAINT RUBBER DOOR SILENCERS AND FIRE RATING UL TEST LABELS. I. ALL KEYING TO BE DONE BY BUILDING APPROVED LOCKSMITH. GC TO COORDINATE MASTER -KEYING PROCEDURE WITH CLIENT AND BUILDING MANAGEMENT OFFICE. J. ALL DOORS SHALL HAVE A LEVEL FLOOR OR LANDING ON EACH SIDE OF THE DOOR NOT TO EXCEED A MAXIUM OF 1/4" PER FOOT OR 2%. K. A MINIMUM BOTTOM RAIL OF SOLID FLAT SURFACE SHALL BE A MINIMUM 10" (NO GLAZING PERMITTED). L. ALL DOORS SCHEDULED TO RECEIVE SURFACE MOUNTED CLOSERS TO HAVE BLOCKING. NO THRU BOLTS ALLOWED. M. LEVER HARDWARE SHALL BE MOUNTED AT 34"-44" MAX AFF. N. ALL DOORS EQUIPPED WITH CARD READERS SHALL ALSO BE EQUIPPED WITH A DOOR CLOSER. DOORS EQUIPPED WITH ELECTRIFIED LOCKSET SHALL BE FAIL -SECURE, U.N.O. 0. ALL FAIL-SAFE DEVICES AND ALL MAGNETIC LOCKS SHALL BE INTERFACED WITH THE FIRE ALARM SYSTEM TO RELEASE UPON FIRE ALARM ACTIVATION. P. INCLUDE DOOR STOPS FOR ALL DOORS. DOOR SCHEDULE KEY NOTES 1. SALVAGE EXISTING DOOR FOR REUSE PER PLAN. 2. CUT NEW RELITE INTO EXISTING DOOR SLAB. REFER TO DOOR TYPES FOR MORE INFORMATION. 3. EXISTING SOLID WOOD DOOR TO BE REFINISHED AS SCHEDULED 4. EXISTING DOOR TO BE REPAINTED AS SCHEDULED. 5. INCLUDE AN OCCUPANCY INDICATOR IN HARDWARE SET. 6. DOORS WITH CARD READERS TO BE EQUIPPED WITH ELECTRONIC STRIKES. COORDINATE WITH ELECTRICAL. 7. DOOR TO BE EQUIPPED WITH AUTOMATIC DOOR CLOSER. 8. DOOR TO BE EQUIPPED WITH A FULL PERIMTER RUBBER SEAL, FULLY MORTISED DROP BOTTOM SEAL WITH RUBBER CONTACT MEDIUM, AND FLAT SURFACED THRESHOLD. 9. DOOR TO BE RATED STC 40. PER SCHEDULE PER SCHEDULE 2'- 2" PER SCHEDULE PER SCHEDULE 0 7 7 ID1 SINGLE HINGED DOOR SINGLE HINGED DOOR W/ FULL RELITE SINGLE HINGED DOOR W/ FULL RELITE & SIDELITE PER PLAN DOUBLE HINGED DOOR w w SWING OPERATION EGRESS DOOR U LU C / / / [E] MULTI -SLIDE DOOR W/ INTEGRATED EGRESS DOOR Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 12494 REGISTERED ARCHITECT Mona Zellers STATE OF WASHINGTON Cn 0 Z 0 W o W J C:) w� LLI Q - QU) 0 zo Qz Z 00 U) J � LU (DRAWING ISSUE DATE FDDESCRIPTION 103/31/2023 1 ISSUE FOR BID SHEET TITLE DOOR SCHEDULE & DOOR TYPES SHEET NO. Drawn MAC, LB Checked AWB © 2023 JOHNSTON ARCHITECTS u LO LO co N O N CD co m c PARTITION TYPES (REFER TO PLANS, NOT ALL PARTITION TYPES ARE USED) GENERAL PARTITION NOTES PARTITION TAG LEGEND(REFER TO PLANS, NOT ALL CONFIGURATIONS USED) 1. GWB ON 25 GAUGE MTL STUDS @ 16" O.C. TYPICAL U.N.O. INSTALL STEEL FRAMING TO EXISTING STRUCT, COMPLY w/ ASTM C 754 & w/ ASTM C 840 REQ'S THAT APPLY TO FRAMING INSTALLATION. HEIGHT VARIES VIF. CONC NON 2. ALL RATED & ACOUSTICAL PARTITION TO HAVE 5/8" TYPE "X" GWB TYPICAL U.N.O. SLAB RATED 3. PARTITION TYPES ARE ASSUMED TO END AT INTERSECTING WALLS WHERE RATED PARTITIONS INTERSECT NON -RATED PARTITIONS. THE RATED PARTITION IS ASSUMED TO CONTINUE UNINTERRUPTED. ;<; I BRACING 4. ALL FIRE RATED AND SMOKE ASSEMBLY PARTITIONS EXTEND TO STRUCTURE, U.N.O. 5. ALL THROUGH PENETRATIONS OF FIRE -RATED ASSEMBLIES SHALL BE INSTALLED AS `� TESTED PER CODE. r REFER TO RCP's 6. APPLY OR PATCH FIREPROOFING TO DECK ABOVE (WHERE OCCURS) AFTER INSTALLATION OF TOP TRACK OR MOUNTING PLATES. — SUSPENDED 7. APPLY ACOUSTIC SEALANT (WHERE OCCURS) TO FIREPROOFING (WHERE OCCURS) OR CLNG WHERE TO B.O. STRUCTURE. OCCURS 8. FOR PARTITIONS EXTENDING TO CEILING OR ABOVE, PROVIDE BRACING ABOVE CEILING PARTIAL AS REQUIRED TO LIMIT DEFLECTION TO SPECIFIED ALLOWANCES. HEIGHT 9. ACOUSTICAL PARTITIONS TO BE CAULKED & SEALED AIRTIGHT. WALL 10. INSTALL (DENS -SHIELD OR EQ) TILE BACKER BOARD AT ALL INTERIOR TILE FINISHES REFER TO ELEV's TYPICAL, SEE INTERIOR ELEVATIONS FOR LOCATIONS. 11. CUT STUDS 1/2" SHORT TO ALLOW 1/2" DEFLECTION & PROVIDE NESTED TRACK OR SLOTTED TRACK TO ALLOW 1/2" DEFLECTION 12. HOLD FINISH MATERIALS 1/2" SHORT OF STRUCTURE ABOVE. DO NOT FASTEN TO TOP TRACK. FASTEN INTO STUDS ONLY. 13. ALL EXISTING SHELL AND CORE WALLS IN TENANT SPACE TO BE FINISHED PER FINISH SCHEDULE. ACOUSTICAL PARTITION NOTES 1. ALL ACOUSTICAL PARTITIONS HAVE FULL WALL CAVITY R-11 BATT MIN. 2. STAGGER JOINTS ON ALL MULTIPLE LAYERS OF GYPSUM BOARD. 3. ON WALLS TALLER THAN 10'-0" APPLY ONE LAYER HORIZONTALLY AND THE OTHER VERTICALLY. CONTRACTOR TO DETERMINE THE ORDER OF VERTICAL/ HORIZONTAL PLACEMENT. 4. CAULK ALONG BOTH SIDES OF THE PERIMETER WITH A NON -HARDENING SILICONE MASTIC. 5. AVOID BACK-TO-BACK OUTLETS. CAULK ALL OPENINGS IN ELECTRICAL BOXES. A MINIMUM OFFSET OF 18" WITH AT LEAST ONE STUD BETWEEN THE BOXES IS REQUIRED BETWEEN ELECTRICAL BOXES ON OPPOSITE SIDES OF A COMMON PARTITION WALL. 6. WHERE A DOUBLE ROW OF STUDS ARE USED MAKE NO CONNECTION BETWEEN THE ROWS. 7. WHERE A SOUND RETARDANT PARTITION ABUTS PERPENDICULARLY TO A CONTINUOUS GYPSUM BOARD PARTITION, INTERRUPT THE GYPSUM BOARD AT THE POINT OF INTERSECTION AND CAULK THE JOINT LIBERALLY. DO NOT CONTINUE THE GYPSUM BOARD BEHIND THE INTERSECTION STUD. 8. ALL OPENINGS AROUND DUCT OR PIPE PENETRATIONS SHALL BE SEALED WITH A NON -HARDENING SILICONE MASTIC LSEE WALL ATTACHMENT DETAILS W-M MAY FRnM IA/AI I Tr) VERT, WIRE HANGERS: 12 GA @ 4'-0" O.C. BOTH WAYS OR 10 GA. @ 5-0" O.C. BOTH WAYS HANGER TO BE NO MORE THAN 1:6 OUT OF PLUMB UNLESS COUNTER - SLOPING WIRE IS PROVIDED. ACT LATERAL BRACING 2 SCALE: 1 1/2" = 1'-0" 1 #12 PERIMETER 6 HANGER WIRE 8" MAX ANCHORED TO STRUCT ABV SPREADER BAR OR OTHER MEANS APPROVED BY LOCAL BLDG. DEPT. TO KEEP PERIMETER COMPONENT FROM SPREADING APART. CROSS TEE OR MAIN RUNNER TRAPEZE AS NECESSARY TO AVOID OBSTRUCTIONS. MAINTAIN WIRE SPACING CEILING NOTES ALL WIRE SHALL BE 12 GA. GALV. WIRE OR CODE APPROVED EQUAL. ALL HANGERS AND RUNNERS SHALL BE ACCURATELY LEVELED AND SPACED PER MANUF. SPECS. ALL INTERSECTIONS AND CONNECTION ACCESSORIES SHALL BE CAPABLE OF WITHSTANDING DESIGN LOADS REQUIRED BY LOCAL CODES. AT LIGHT FIXTURES LESS THAN 10 LBS. PROVIDE (1) 12 GA. WIRE. AT LIGHT FIXTURES WEIGHING MORE THAN 10 AND LESS THAN 56 LBS. USE (2) 12 GA. WIRES AT OPPOSING CORNERS TO SRUCTURE ABOVE. AT LIGHT FIXTURES WEIGHING MORE THAN 56 LBS. SUPPORT DIRECTLY TO STRUCTURE ABOVE. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM STRUCTURE ABOVE W/ 9 GA. WIRE W/ 0 USING THE CLG. SYSTEM FOR DIRECT SUPPORT. 7/8" MOLDING w/ BERC2 ESR-1308 1 ATTACH GRID TO (2) ADJACENT WALLS IP (POP RIVETS OR APPROVED METHOD) ATTACHED UNATTACHED NOTE: SPREADER BARS ARE NOT REQUIRED IF A 90 DEG. INTERSECTING CROSS OR MAIN IS WITHIN 8" OF THE PERIMETER WALL ACT WALL ATTACHMENT 5 SCALE: 3" = V-0" VERTICAL STRUT SCHEDULE FMT CONDUIT 1/2" EMT cnNDUIT UP TO 6-0" 3/4" EMT CONEN JIT 1" UP TO LE 1, METALSTUDS 1 5/8" MTL. STUD 25 GA. 2 1/2" METAL STUD 25 GA. (2) 2 1/2" METAL STUDS (25 GA.) BACK TO BACK W/ SCREWS 12" O.C. UP TO 15-0" ACT LATERAL FORCE BRACING 4 SCALE: "UT @ 12'-0" EACH FASTENED TO JER; CUT TIGHT TO E ABOVE. MAY BE UIT, MTL. STUD OR )ION STRUT. HIRE 10.12 J'-0" O.0 FY MAIN RUNNER PER ASCE 7-02 i.2.2A 'IES TO BE (3) TIGHT )UND ITSELF IN 3" C 636 ITEM 2.3.4 CROSS RUNNER 5-0" MAX A.F.F. TO TOP OF FE LL z 4'-0" MAX A.F.F. TO CENTERLINE a_ a OF DOOR LATCH SECTION - RATED PARTITION PARTITION PER PLAN TYPICAL SEMI -RECESSED FIRE EXTINGUISHER CABINET (FEC) TYPICAL PORTABLE FIRE EXTINGUISHER UL RATING MINIMUM 4A-60:BC-DRY CHEMICAL (FE-1) TYPICAL AT 1 HOUR RATED PARTITIONS PROVIDE 1 LAYER TYPE X GWB WRAP AT PENETRATION (5-SIDE - TOP, BOTTOM, BACK AND SIDES FRAMING AS REQUIRED FOR SEMI -RECESSED INSTALLATION 0�, '''' Z_ " " _... - " I - 11 PLAN VIEW - RATED PARTITION w z a AT 1 HOUR RATED PARTITIONS PROVIDE 1 LAYER TYPE X GWB WRAP AT PENETRATION (5- SIDE - TOP, BOTTOM, BACK AND SIDES TYPICAL SEMI -RECESSED FIRE EXTINGUISHER CABINET (FEC) FIRE EXTINGUISHER CABINET 1 GWB TO STRUCT OR CLNG ABV: -DEFLECTION TRACK ASSEMBLY -PROVIDE ACOUSTIC SEALANT FROM T.O. GWB TO STRUCT. -CONTINUE ACOUSTIC BATT TO STRUCT. SUSPENDED CEILING PER PLAN BATTINSUL BASE PER SCHEDULE BOTTOM TRACK SET w/ FOAM TAPE ACOUSTIC SEALANT AT PERIMETER & AT ALL PENETRATIONS POWER FASTENER AT 24" O.C. WITH 100 # PULLOUT MIN. PARTITION ATTACHMENT SCALE: 1 1/2" = V-0" INTERIOR PARTITION W4 NOTES: STC - N/A UNRATED INTERIOR PARTITION W5 NOTES: STC - 50 UNRATED INTERIOR PARTITION W6 NOTES: STC - 55 UNRATED STUDS 24" O.C. ASSEMBLY GENERAL NOTES A. SEE TEST REPORTS FOR ADDITIONAL REQUIREMENTS B. BLOCKING IS REQUIRED AT THE FOLLOWING AREAS: a. PLUMBING FIXTURES b. ELECTRICAL FIXTURES c. CABINETS & COUNTERS d. WOOD BASE e. OTHER WALL -MOUNTED OR SUPPORTED EQUIPMENT & FIXTURES C. CEMENT BACKER BOARD TO BE USED IN LIEU OF STANDARD GWB FOR ALL WALLS IN WET LOCATIONS. D. 1 1/2" ACOUSTIC BATT INSULATION WRAP AT ALL DRAIN PIPES. STUD; PER STRUCTURAL E. G.C. TO CONFIRM STUD SIZE OF EXISTING WALLS WHERE NEW WALLS ARE TO ALIGN WITH EXISTING WALLS AS NOTED ON PLAN. JTED 5/8" GWB PER ROOM 5H SCHEDULE EXISTING WALL PAINTED 5/8" GWB PER ROOM FINISH SCHEDULE !) 5/8" GWB, PAINTED PER OOM FINISH SCHEDULE TL STUD; PER STRUCTURAL ATT INSULATION ASSEMBLY LEGEND ASSEMBLY SYSTEM: W = WALL W1 R = ROOF F = FLOOR r� JIM INTERIOR PARTITION NOTES: STC - 45 UNRATED INTERIOR PARTITION NOTES: STC - 50 UNRATED INTERIOR PARTITION W3 NOTES: STC - N/A UNRATED ITL STUD; PER STRUCTURAL AINTED 5/8" GWB PER ROOM INISH SCHEDULE 4TT INSULATION 5/8" GWB, PAINTED PER )OM FINISH SCHEDULE JNTED 5/8" GWB PER ROOM DISH SCHEDULE \TT INSULATION -L STUD; PER STRUCTURAL NTED 5/8" GWB PER ROOM ISH SCHEDULE _ STUD; PER STRUCTURAL TT INSULATION Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 12494 REGISTERED ARCHITECT Mona Zellers STATE OF WASHINGTON Cn Z O W o N W J w� LU Q Q (n C)Q z_ z Z m o 0 Cn J � LU DRAWING ISSUE DATE DESCRIPTION 03/31/2023 ISSUE FOR BID SHEET TITLE WALL ASSEMBLIES SHEET NO. Drawn MAC, LB Checked AWB © 2023 JOHNSTON ARCHITECTS u CENTER OF DOOR WHERE OCCURS CONCRETE/AGGREGATE RESILIENT TRANSITION STRIP, CENTER UNDER DOOR - BOD: PATCRAFT - S137V CARPET SUBFLOOR LEVELED AS REQUIRED FOR FLOORING INSTALLATION; MAXIMUM SLOPE 1/4" PER FOOT TRANSITION - CARPET TO AGGREGATE SCALE: 6" = V-0" CENTER OF DOOR WHERE OCCURS RESILIENT FLOORING RESILIENT TRANSITION STRIP - CARPET/RESILIENT - BOD: PATCRAFT - S140V Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 12494 REGISTERED ARCHITECT Mona Zellers STATE OF WASHINGTON CARPET SUBFLOOR FILLER; MAXIMUM SLOPE 1/4" PER FOOT O W o TRANSITION - CARPET TO RESILIENT uw wCD SCALE: 6" = 1'-0" � � LU Q ~ O Z_ � Q75; Z Z m o 0 Cn J (o LU CENTER OF DOOR WHERE OCCURS TILE FLOORING MEDIUM -THICKNESS BED FOR LARGE -FORMAT TILE METAL TRANSITION STRIP - MAX. SLOPE 1:2 RESILIENT FLOORING SUBFLOOR FILLER; MAXIMUM SLOPE 1/4" PER FOOT TRANSITION - TILE TO RESILIENT SCALE: 6" = V-0" 2 n LO co N O N O Q m c (DRAWING ISSUE DATE DESCRIPTION SHEET TITLE INTERIOR DETAILS - TYPICAL SHEET NO. Drawn MAC, LB Checked AWB © 2023 JOHNSTON ARCHITECTS u L/F LI XMULL V Lf1\J\J r nl \ I 111\lI V PLAN DETAIL @GLASS PARTITION POCKET SCALE: 1 1/2" = V-0" 2 n LO co N O N O Q m c a: •4, .. � - - „a mac' _ n �• a df HEADER DETAIL SCALE: 1 1/2" = V-0" GLASS PARTITION EXISTING CONCRETE SLAB MECHANICAL DUCT FOR REFERENCE CEILING FINISH AND ELEVATION PER RCP STRUCTURAL STEEL BEAM STEEL KICKER & KNIFE PLATE CONNECTION GLASS OPERABLE PARTITION & HEAD TRACK POCKET ENCLOSURE DOOR PANEL BEYOND EDGE OF WALL BEYOND GLASS OPERABLE PARTITION SILL; ONLY CORE SLAB WHERE REQUIRED BY MFR BASE AND FLOOR FINISH PER SCHEDULE EXISTING CONCRETE SLAB Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 12494 REGISTERED ARCHITECT Mona Zellers STATE OF WASHINGTON Cn 0 Z 0 W o W J C:) w� LLI Q - QU) 0 zo Qz Z m 75; 0 0 C/) J (o LU (DRAWING ISSUE DATE DESCRIPTION SHEET TITLE INTERIOR DETAILS - OPERABLE GLASS PARTITION SHEET NO. A901 Drawn MAC, LB Checked AWB © 2023 JOHNSTON ARCHITECTS u n 00 Lp �n LO co CV O (V CD c 10 LOWER CABINET -DOOR/DRAWER BANQUETTE( 'v 0 LARGE MEETING 12 LOWER CABINET -OPEN COUNTERTOP, BACKSPLASH AND SIDE RETURN _ (WHERE OCCURS) c DRAWER, TYP.; SEE ELEVATION FOR VERTICAL DIMENSIONS ADJUSTABLE SHELF - SEE INTERIOR ELEVATION F FOR QUANTITY d c 0 u C DOOR BASE FINISHED FLOOR FACE OF WALL CONTINUOUS BACKSPLASH 3/4" PLYWOOD RIBS WITH 1/2" PLYWOOD SHEATHING FABRIC -WRAPPED HIGH - DENSITY UPHOLSTERY FOAM SEAT & BACK LAMINATE FACE; ALIGN WITH FACE OF ADJACENT LOWER CABINET DOORS BASE FINISHED FLOOR COUNTERTOP AND BACKSPLASH FIXED APRON; ALIGN WITH ADJACENT DRAWER HEIGHTS, SEE ELEVATION. FINISHED BACK PANEL TO MATCH CABINET FACES; SCRIBE TO FLOOR LINE OF ADJACENT CABINET BEYOND BASE; WRAP INSIDE BACK AND SIDES FINISHED FLOOR COUNTERTOP, BACKSPLASH AND SIDE RETURN (WHERE OCCURS) WASTE BIN PULL-OUT HARDWARE WITH 52 QT. BINS FULL HEIGHT DRAWER BASE FINISHED FLOOR FACE OF WALL LOWER CABINET - T/R/C DRAWERS FAUCET; SEE PLUMBING EQUIPMENT SCHEDULE COUNTERTOP & BACKSPLASH SALVAGED DROP -IN SINK PROTECTIVE INSULATED WRAP AT SUPPLY AND DRAIN PIPES DOOR BASE FINISHED FLOOR FACE OF WALL LOWER CABINET - KITCHEN SINK SCALE: 1 1/2" = V-0" n" RAAV LOWER CABINET - DOOR 9 SCALE: 1 1/2" = 1'-0" COUNTERTOP, BACKSPLASH AND SIDE RETURN (WHERE OCCURS) ADJUSTABLE SHELF - SEE INTERIOR ELEVATION FOR QUANTITY DOOR BASE FINISHED FLOOR M 'v 0 2' - 0" ALIGN WITH FACE OF All IA(`CAIT I nlAICD r ADIAICTC MICROWAVE CABINET SCALE: 1 1/2" = V-0" v 0 LOWER CABINET - 4 DRAWERS 6 SCALE: 1 1/2" = V-0" COUNTERTOP CABINET FACE FACE OF WALL �- TYPICAL COUNTER PROFILE ADJUSTABLE SHELF FIXED SHELF POWER CONNECTION FOR MICROWAVE; COORDINATE WITH ELECTRICAL FIXED SHELF LINE OF FINISHED END PANELBEYOND OPEN FOR COUNTERTOP MICROWAVE; ALL EXPOSED FACES INCLUDING UNDERSIDE OF CABINET ABOVE TO BE FINISHED TO MATCH CABINET FACES ALIGN WITH TOP OF ADJACENT COUNTER DRAWER, TYP.; SEE ELEVATION FOR VERTICAL DIMENSIONS BASE FINISHED FLOOR COUNTERTOP, BACKSPLASH AND SIDE RETURN (WHERE OCCURS) DRAWER, TYP.; SEE ELEVATION FOR VERTICAL DIMENSIONS BASE FINISHED FLOOR z 0 w J w w a_ c� w 2 H w z m U w a_ SCALE: 1 1/2" = V-0" UPPER - PULL N 0 I I 0'-2" 0'-2" DRAWER - PULL o c41 C� EQ EQ LOWER - PULL o 0' - 2"-ice � - �0' - 2" TYPICAL PULL LOCATION SCALE: 1" = V-0" 0 w w z m U af w Il a_ D z0 _ _ _ w 0- o ADJUSTABLE SHELF SEE INTERIOR ELEVATION FOR QUANTITY DOOR FINISH UNDERSIDE OF CABINET TO MATCH CABINET FACE FACE OF WALL TYPICAL UPPER CABINET SCALE: 1 1/2" = V-0" ADJUSTABLE SHELF SEE INTERIOR ELEVATION FOR QUANTITY Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 12494 REGISTERED ARCHITECT Mona Zellers STATE OF WASHINGTON Z O W o W N w� J LLI Q Q U) C)Q z_ 0 z Z _ o� Cn J LU c-ow DRAWING ISSUE DATE DESCRIPTION DOOR SHEET TITLE INTERIOR DETAILS - CASEWORK LINE OF MICROWAVE CABINET BEYOND FINISH UNDERSIDE OF CABINET TO MATCH CABINET FACE FACE OF WALL UPPER CABINET @ REFRIGERATOR_ SHEET NO. A902 Drawn MAC, LB Checked AWB © 2023 JOHNSTON ARCHITECTS u 2 n rn Lp CV 0 N 0 m c N BOOK RETURNS OPENING LAMINATE FINISHED FACE AT INSIDE OF RETURNS OPENING, TYP ALL SIDES. EXPOSED INSIDE EDGE CUTS TO BE PAINTED; MATCH LAMINATE FACE 1/4" DEEP ROUTED LETTERS WITH LAMINATE FACE FONT: MYRIAD PRO HEIGHT: 4" DESK STRUCTURE & FINISHED FACE PANEL CIRC DESK - INSET SIGNAGE PAWN CIRC DESK - LOW STORAGE SCALE: 1" = 1'-0" LINE OF TOP CAP BEYOND WOOD VENEER SURFACE; SCRIBE TO ADJACENT FINISHED FACE 3/4" X 1-1/2" SOLID WOOD EDGE AT TOP AND FACE; MITER AND BURNISH OUTSIDE CORNER DRAWER SEE ELEVATION FOR VERTICAL DIMENSION DOOR BASE 3/4" x 4" SOLID WOOD BLOCK, SCRIBE TO FINISHED FLOOR LINE OF TOP CAP BEYOND WOOD VENEER SURFACE 3/4" X 1-1/2" SOLID WOOD EDGE AT TOP AND FACE; MITER AND BURNISH OUTSIDE CORNER DRAWER, TYP. SEE ELEVATION FOR VERTICAL DIMENSION FILE SUSPENSION RAILS AT BOTTOM DRAWER BASE 3/4" x 4" SOLID WOOD BLOCK, SCRIBE TO FINISHED FLOOR CIRC DESK -STORAGE (BOX/BOX/FILE SCALE: 1" = V-0" R1 2"---1/4" REVEAL SEE SECTIONS FOR ADDITIONAL INFORMATION CIRC DESK - CORNER RADIUSES SCALE: 1 1/2" = V-0" PLYWOOD TOP CAP WITH WOOD VENEER FINISH 3/4" X 2" SOLID WOOD EDGE BLOCK, FINISHED TO MATCH VENEER; BURNISH OUTSIDE EDGE JOINS FOR CONTINUOUS APPEARANCE PAINTED REVEAL, MATCH FACE COLOR CIRC DESK - TRANSACTION TOP EDGE SCALE: 3" = V-0" LINE OF TOP CAP BEYOND WOOD VENEER SURFACE; SCRIBE TO ADJACENT FINISHED FACE 3/4" X 1-1/2" SOLID WOOD EDGE AT TOP AND FACE; MITER AND BURNISH OUTSIDE CORNER POWER/DATA CONNECTIONS TO ADJACENT WORKSTATION; COORDINATE WITH ELECTRICAL AND CORE DRILL LOCATION. 3/4" PLYWOOD SUBSTRATE WITH WOOD VENEER FINISH, TYP. 2X4 FRAMING MEMBERS, TYP. SCRIBE TO FINISHED FLOOR, TYP. CIRC DESK - ACCESSIBLE COUNTER SCALE: 1" = V-0" 2'-6" LINE OF TOP CAP BEYOND WOOD VENEER SURFACE 3/4" X 1-1/2" SOLID WOOD EDGE AT TOP AND FACE; MITER AND BURNISH OUTSIDE CORNER POWER/DATA CONNECTIONS AS REQUIRED FOR EMPLOYEE WORKSTATION; COORDINATE WITH ELECTRICAL 3/4" x 4" SOLID WOOD BLOCK, SCRIBE TO FINISHED FLOOR CIRC DESK - EMPLOYEE WORKSURFACE 12 �1LWrl WVI6T64\ MTTAb d0 R6T66\ l CIRC DESK - PLAN SECTION LINE OF TOP 3/4" FACE TR SURFACE FR FASTENED T FROM INSIDE FIXED SHEL\ - QTY. & SPA ELEVATION BASE FINISHED FL, METAL REVErIL U/1JL CIRC DESK -STORAGE (FIXED SHELVES) 'v M 0 N LINE OF TOP CAP AND COUNTER BEYOND FIXED SHELVES BEYOND POWER/DATA CONNECTIONS AS REQUIRED FOR EMPLOYEE WORKSTATION; COORDINATE WITH ELECTRICAL SURFACE FINISH; PANEL FASTENED TO STRUCTURE FROM INSIDE FINISHED FLOOR METAL REVEAL BASE CIRC DESK - OPEN DESK AREA k1�CW 1/4" KERFED PI OPENING WITH BODY LAMINAT LINE OF TOP C. STORAGE BEY, 3/4" PLYWOOD SUBSTRATE, T' BLACK MELAMI EXPOSED INSII SURFACE FINI,' FASTENED TO FROM INSIDE POLYURETHAN ATTACH AT STI ►mRIFa011101:011 2X4 FRAMING P DASHED LINE I BOOK DROP BI FINISHED FLOC, CIRC DESK - BOOK DROP SCALE: 1" = V-0" LINE OF DRAWE ELEVAT VERTIC DOOR (1) ADA SURFA( FASTE( FROM II BASE FINISHE METAL\L V L lL U lVL CIRC DESK -STORAGE (DOOR/DRAWER SCALE: 1" = V-0" Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 12494 REGISTERED ARCHITECT Mona Zellers STATE OF WASHINGTON Cn 0 z 0 W o W N w� J WQ Q U) 0 Z0 Qz Z o2 (U) J LU cW DRAWING ISSUE DATE DESCRIPTION SHEET TITLE INTERIOR DETAILS - CIRCULATION DESK SHEET NO. A903 Drawn Author Checked Checker © 2023 JOHNSTON ARCHITECTS u n 0 LO c� CV O (V CD co m c .1 /.� - d._ - d ° _ � - •, as - - - - °ad-, ^° d.° - - D GWB JD PER TAMING IEDULE METAL R BEAD CEILING AT READING NOOK SCALE: 1 1/2" = 1'-0" - - _ ,- ad 9 - -•_, •a V - -• - - - FINISHED GWB MTL STUD FRAMING METAL CORNER BEAD EDGE OF WALL BEYOND SOFFIT AT BUSINESS CENTER SCALE: 1 1/2" = 1'-0" G (SEE RCP) SHADOW '873 v F F F N F CIRCULATION TO WORKROOM CEILING SCALE: 1 1/2" = V-0" KNIFE EDGE AT CORNER JOIN SCALE: 1 1/2" = V-0" rvrtir��r.��na� YWOOD YOND H CEILING RCP) PER SPEC METAL FRAMING TO DECK FINISH CEILING (SEE RCP) TRIM PER SPEC 5/8" GYPSUM BOARD ON METAL FRAMING, TYP CROSS BRACING AS REQUIRED FINISH CEILING (SEE RCP) GWB CEILING PER RCP FACE OF WALL BEYOND TO ALIGN WITH FACE OF SOFFIT ACT & GWB SOFFIT SCALE: 1 1/2" = 1'-0" 1/4" VENEERED PLYWOOD KNIFE EDGE CEILING AT MEETING ROOM 4" ACOUSTIC BATT INSULATION FINISH CEILING (SEE RCP) TRIM PER SPEC KNIFE EDGE AT QUIET ROOM SCALE: 1 1/2" = V-0" 3/4" MANUF. MATERIAL SEAMS,TYP WOOD PLAN ACOUSTIC CEILING TILE REF. FINISH SCHEDULE DIRECTION GRAIN PARS LEADING EE WALLS MAY ONLY EXTEND 2'-0" BEYOND ANY INTERSECTING SUPPORTED WALL W/O BEING SUPPORTED AT ITS END. INSULATION AT SELECT LOCATIONS; REFER TO RCP SUSPENDED CEILING PER RCP SEE FLOOR PLAN FOR PARTITION TYPE PARTITION AT ACT CEILING SCALE: 1 1/2" = V-0" _ 'v 1/4" VENEERED PLYWOOD CIRCULATION CEILING CORNER SCALE: 1" = V-0" 3/4" REVEAL WOOD SLAT CEILING AND FINISHED END PIECES PER FINISH SCHEDULE CIRCULATION CEILING KNIFE EDGE SCALE: 1 1/2" = 1'-0" EXIT STR EXIT SOFri i TRIM PER SPEC FINISH CEILING (SEE RCP) ACT CEILING EDGE J SPLICE MTL STUD FRAMING AS NEEDED NEW SOFFIT AT EXISTING CEILING SCALE: 1 1/2" = V-0" ROSS BRACING AS REQUIRED FINISHED GWB MTL STUD PER FRAMING SCHEDULE METAL CORNER BEAD Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 12494 REGISTERED �5 ARCHITECT Mona Zellers STATE OF WASHINGTON Cn O W o W N w� J LLI Q �: Q U) 0 Z_ 0 Qz Z m o0 U) J � LU DRAWING ISSUE DATE DESCRIPTION SHEET TITLE CEILING DETAILS SHEET NO. J Drawn MAC, LB Checked AWB © 2023 JOHNSTON ARCHITECTS u 2 n 0 Lri Ln Lr) co N O N O Q m c A I ® y4 00 o tl�bl 9:b1 � % x O e 6i 0 ZZ O B 4 2 0, -^ '4 O° 9 o m "0q p2 v 92 Ob a/' 96A ' O L £ Sti EF p � �J b6d \ ® zs 30 Sb 0ti vw 0 OS '5 0E=�—_ —® — — ® — T__ E I / 9g YOL 80L D:O L 0:0 L I 8:D S 61'.B H _ 8A 61 a`^ / C6 LEVEL 1 — RCP — FELT PANEL INSTALLATION SCALE: 1/8" = V-0" a O i O O O� ® ss a O o "s a g9 7� 4 `re 57 119 ® S9 2L F OO O G H sB /x\\ / g�2 sr b84 A Z i o / d5L �.SL Q.SL E�4 70I T.0 ^oyL 1 O x^ '9A 7.B 7A rb` yp \ / �ti�o O 16 8` O 9 90 L6 / 98:D 98:C \ �! `s \982 98:A �s O9S 66 OOL �02 ® 96 tlSLL � — JELL 4:9LL vujL 0 b 90l � g.60 0 9 10 76 112 24 19 94 25 51 18 58 79 89 90 34:B 39 30 75:D 50 3 86 87 56 10 98:A 4:B 0 O� 47 54: B 120:A 120:B 61:B 61:A 92:B 92:A 54:A 54:C 54:D 97.A 97.13 6:A 6:13 6:D 55:A 55:13 114:A 114:13 &C 12:A 12:13 96 2 2 48 27 84 37 17 2 81 66 33 28 117:A 75:A 74 75:B 78 95 10:B 8:C 10:A 123:B 8:A 123:A 40 14:A 22 98:C 49:A 49:13 115:B 115:D 115:C 85:A 85:B 115:A 62 70:B 70:D 70:A 105:B 105:C 70:C 9:C 9:A 9:B 9:D 105:A 105:D 13:B 5:C 100 14:13 108:A 29 68 83:C 57 77 121:B 117:B 7:C 106:A 43 108:C 7:B (14 7:A 7.D 119: 108:D 42:A 42:2:A 2:B -- B 11:C 10:D 10:C 8:B 8:D 123:D 123:C 5:A 5:D 80 14:C 4:D 4:A 4:C 44 98:B 98:D 108:13 107 99 45 082 34:q 73:B 119:B 118:B 72 109A 109:B 3:A \ 60:A 116.D 122: 121:A 106:B 69:A 15:13 15:A 36 93 110:A 110:B 52:A 52:B 69•B 31 88.A 111 122:B 116:C 75:C 119:A 119:D 3:13 3:D 3:C 60:B 73:A 102 67 63 65 91 41 16 (106) 4'x8' SHEETS 118:A 59 116:B 32 14:D 83:A 71 5:B 1 116:A 88: B ARCHITECT TO PROVIDE CAD TO 103:A 103:13 20:A 20:B 12:C 113:B 113:A 53:A 53:B FABANDTIO GCOFOR R CUT FILES AYOUT IN FIEND LABELING 13:C 83:13 83:D 13:A 13:D 11:A 11:13 11:D 12:D 46 CEILING INSTALLATION — CUT SHEETS SCALE: 3/16" = V-0" O HANGER WIRE CROSS TEE SUPPORT BEAM WIDE THREAD SCREWS, GLUED INTO FELT WITH LIQUID NAILS 1" FELT PANEL FELT PANEL ATTACHMENT DETAIL I __1 :) _j 0' 8' 16' --TRACK kTTACHED WITH VIDE THREAD )CREWS, )CREWED AND SLUED AT 6" MIN )PACING, TYP HANGER WIRE CONNECTION POINTS LARGE - TWO SEAMS FELT PANEL ASSEMBLY DETAIL SMALL - NO SEAMS Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 12494 �5 REGISTERED ARCHITECT Mona Zellers STATE OF WASHINGTON Cn 0 z 0 W o W N w� J LLI Q - Q O z0 a z o0 0 0 Cn J (o LU DRAWING ISSUE DATE DESCRIPTION 03/31/2023 1 ISSUE FOR BID T-TRACK ATTACHED WITH WIDE THREAD SCREWS, SCREWED AND GLUED AT 6" MIN SPACING, TYP HANGER WIRE CONNECTION POINTS T-TRACK ATTACHED WITH WIDE THREAD SCREWS, SCREWED AND GLUED AT 6" MIN SPACING, TYP HANGER WIRE CONNECTION POINTS SHEET TITLE CEILING DETAILS - FELT PANEL INSTALLATION SHEET NO A91 1 Drawn SL Checked AWB © 2023 JOHNSTON ARCHITECTS u 2 n LO LO �n Li co N O N O Q m c 9'-T PEBBLE PLAN FABRIC WRAPPED EXPANDED POLYPROPYLENE 3"X3"X1/4" TUBE STEEL SUPPORT 1/2" STEEL PLATE, WELDED TO TUBE STEEL SUPPORT FINISH FLOOR PER SCHEDULE 1/4" THREADED ROD, EMBEDDED INTO EXISTING CONCRETE SLAB PLAY STRUCTURE - SUPPORT TO FLOOR PLAN I SCALE: 3" = V-0" PLAY STRUCTURE - SUPPORT TO POD 5 PLAN i SCALE: 3" = V-0" \PPED EXPANDED POLYPROPYLENE 'LATE, WELDED TO TUBE STEEL SUPPORT .DGE SANDED W/ CLEAR FINISH )ED ROD, WELDED TO STEEL PLATE JBE STEEL SUPPORT UPPED EXPANDED POLYPROPYLENE PLAY STRUCTURE - SECTION SCALE: 1/2" = 1'-0" Q l� PLAY STRUCTURE - PLYWOOD CUT SHEETS 3 SCALE: 3" = V-0" 01PA 0 IC COVERED, ROPE MESH BOTTOM 'ITH )ING (48) 4X8 SHEETS ARCHITECT TO PROVIDE CAD TO FABRICATOR FOR CUT FILES AND LABELING AND TO GC FOR LAYOUT IN FIELD. ADD ALTERNATE #1 Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 12494 REGISTERED ARCHITECT Mona Zellers STATE OF WASHINGTON Cn 0 Z 0 W o W J C:) w� LLI Q - QU) U� 0 zo a z Z 00 0 o0 Cn J LU �w (DRAWING ISSUE DATE DESCRIPTION SHEET TITLE CHILDREN'S ACTIVE PLAY ELEMENT SHEET NO. Drawn MAC, LB Checked AWB © 2023 JOHNSTON ARCHITECTS u 1/2" STEEL SUPPORT RING, CAD 1/2" DIA BOLT POSTS FILE PROVIDED BY ARCHITECT WELDED TO FRAME, TYP 1/2" DIA BOLT POSTS WELDED ° Johnston Architects, LLC TO FRAME BELOW, TYP 100 NE Northlake Way, N° Suite 200 4X4 STEEL TUBE LEGS, TYP LAYERS 5, 6 AND PREDRILLED HOLES TO STEEL Seattle, WA 98105 1/2' STEEL PLATE ATTACHED TO BOLTS ABOVE GLUED AND RECEIVE BOLTS FROM SUPPORT RING t 206.523.6150 EMBEDDED INTO SLAB, TYP LAYER 6 SCREWED TO LAYER 5 SUPPORT RING LAYER 4 f 206.523.9382 NEIGHBORING LAYERS 1/2" STEEL PLATE ATTACHED TO BOLTS % PLAY STRUCTURE - STEEL SUPPORT ELEVATION EMBEDDED INTO SLAB, TYP 12494 REGISTERED 4X4 STEEL TUBE LEGS, TYP ARCHITECT 1/2" DIA BOLT POSTS WELDED TO FRAME BELOW, TYP 1/2" STEEL RING, CAD FILE ° ° Mona Zellers 1/2" DIA BOLT POSTS PROVIDED BY ARCHITECT ° ° STATE OF WASHINGTON WELDED TO FRAME, TYP 1/2" DIA BOLT POSTS ° 1/2" STEEL RING, CAD FILE ° WELDED TO FRAME, TYP PROVIDED BY ARCHITECT ° o ° ° 5" a 4X4 STEEL TUBE LEGS, TYP ° 1/2' STEEL PLATE ATTACHED TO BOLTS ° EMBEDDED INTO SLAB, TYP PREDRILLED HOLES TO PREDRILLED HOLES TO LAYER 1 GLUED AND RECEIVE BOLTS FROM RECEIVE BOLTS FROM SCREWED TO LAYER 2 5'-10" LAYER 3 SUPPORT RING LAYER 2 SUPPORT RING LAYER 1 AFTER BOLTED TO SUPPORT RING PLAY STRUCTURE - STEEL SUPPORT PLAN 1 PLAY STRUCTURE - STEEL SUPPORT AXON STRUCTURE - LOWER STRUCTURE BOLT PATTERN 4 3 jj�_PLAY SCALE: 1/2" = V-0" SCALE: 1/2" = V-0" Z 14'-7" 5'-0" 1'-3" V-101/2" 6'-6" 1'-4" 4'-l" 6-2 1/2" 2'-8" 2'-4" 1'-3" 10" 2'-3" T-10" 2'-10" 2'-7" 8" 13'-31/4" Q NJ -- --__ W o 0 >m W 0') J Lu Q O Q U) v) °° O coQ Q z Z 20 m o2E STEEL RING SUPPORT EMBEDDDED WITHIN J � LULU EXPANDED POLYPROPYLENE FURNITURE POD STRUCTURE ABOVE DRAWING ISSUE O DATE IDESCRIPTION 6-1 3/4" 0.4 _ - N qLj-- r_... ALL'PEBBLE' FURNITURE ELEMENTS ARE CONSTRUCTED OF UPHOLSTERED SOFT LANDSCAPE ELEMENTS EXPANDED POLYPROPYLENE. SOFT LANDSCAPE PLAN 6 ARCHITECT WILL PROVIDE CAD FOR FINAL FABRICATION DIMENSIONS SCALE: 1/4 = 1-0 SCALE: 3/16 = 1 -0" 1) INSTALL STEEL SUPPORT INTO CONCRETE SLAB 2) BOLT LOWER SECTION TO METAL SUPPORT, 3) INSTALL FURNISHING AND PADDED LEG COVERING 4) INSTALL UPPER PRE -ASSEMBLED POORTION OF INSTALLATION SHEET NO. INSTALL FOAM PADDING A921 Cq PLAY STRUCTURE - ASSEMBLY SEQUENCE co 7 CD N O Drawn MAC, LB Cl) Checked AWB ADD ALTERNATE #1 -a a L © 2023 JOHNSTON ARCHITECTS a 2 n rl- 0 LO LO co N O N CD m c u T �J LEVEL 1 - REFLECTED CEILING PLAN - GUTTER LAYOUT 1 SCALE: 1/8" = V-0" TRAPEZE HANGER AT I nc,.ATI(11\1C NinT F)IRFf'TI SURFACE OF CONCRETE MUST BE DRY PRIOR TO REPAIR. CLEAN, PREPARE, AND PRIME SURFACE. USE ETERNABOND ETERNA-PRIME PRIMER (OR APPROVED EQUAL). STRIP IN BACK FLANGE OF GUTTER WITH ETERNABOND'S ROOF SEAL PLUS TAPE (OR APPROVED EQUAL). STRIP -IN FLASHING TO BE ROLLED IN TO ENSURE ADHESION OF TAPE TO PRIMED CONCRETE SURFACE. APPLY SEALANT AT GUTTER BACK FLANGE TO CONCRETE WITH DOWSIL 795 OR SIKA 1A (OR APPROVED EQUAL) SECURE GUTTER PER SMACNA WITH POP RIVETS SPACED 2" O.C. SELF ADHERED FLASHING =TAI L COMPATIBLE SEALANT AT GUTTER LAPS SUCH AS DOWSIL 795, SIKA 1A, (OR APPROVED EQUAL) TO RETURN UP BACK AND FRONTS SIDES. 3 A950 da Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 • `• . e= t 206.523.6150 f 206.523.9382 N _ d; o -- - 2 7/8" 12494 REGISTERED d. ARCHITECT Mona Zellers STATE OF WASHINGTON GUTTER SLOPING AT 1/4" I Q PER FOOT II II II II O II II BOTTOM OF BEAM BEYOND i II II Q SOLDERED GUTTER WITH COLLECTOR BOX ; N UjII O-) 1/2" SEALANT JOINT AROUND DRAIN ' II J W Q N LINE/DOWNSPOUT OPENING AT EXTERIOR WALL. SEAL WITH SIKA 1A i ~ (OR APPROVED EQUAL) Z U EXISTING EXTERIOR WALL (REFER i I O M� Q z 0 TO EXISTING DRAWINGS) W II Cn J o LU (o w 1" PAINTED PVC DOWNSPOUT STRAPPED DRAWING ISSUE DATE DESCRIPTION TO EXISTING EXTERIOR WALL 03/31/2023 ISSUE FOR BID GUTTER DAYLIGHTING 3 SCALE: 3/4" = V-0" WATER REMEDIATION LEGEND GUTTER PER DETAIL ----------- DIRECTION OF SLOPE APPROX. AREA OF WATER DAMAGE SHEET TITLE DAYLIGHT PER DETAIL o REMEDIATION RCP & DETAILS SHEET NO. A950 Drawn MAC, LB Checked AWB 0' 8' 16' © 2023 JOHNSTON ARCHITECTS 1.ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2018 EDITION). 2.DESIGN LOADING CRITERIA: MISCELLANEOUS LOADS DEFLECTION CRITERIA TOTAL VERTICAL LOAD DEFLECTION (D+L)... 1/4" OR L/720 ENVIRONMENTAL LOADS WIND ................................... INT., 5 PSF EARTHQUAKE ........................... ANALYSIS PROCEDURE: CH. 13 NONSTRUCTURAL COMPONENTS INT. NONSTRUCTURAL WALLS & PARTITIONS, SDS = 1.03, ap = 1.0, Rp = 2.5, Ip = 1.0 SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3.STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. 4.PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. &CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-14 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION". 7.CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. &DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND FIELD USE. 9.SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. LIGHT GAUGE STRUCTURAL FRAMING STRUCTURAL STEEL CONTRACTOR SHALL SUBMIT WALL ELEVATION DRAWINGS OF AT LEAST 1/8" = V-0" SCALE INDICATING LOCATIONS OF CONNECTION EMBEDMENT'S AND WALL OPENINGS FOR REVIEW PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WALL ELEVATION DRAWINGS WITH REINFORCEMENT SHOP DRAWINGS. APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPARTMENT. 10.SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED WITHIN TWO WEEKS OF RECEIPT WITH A NOTATION INDICATING THAT THE SUBMITTAL HAS BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE SUBMITTED ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. QUALITY ASSURANCE 11.SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTIONS 110 AND 1705 OF THE INTERNATIONAL BUILDING CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION IS REQUIRED UNLESS NOTED OTHERWISE. STRUCTURAL STEEL FABRICATION AND ERECTION PER AISC 360 EXPANSION BOLTS AND THREADED EXPANSION INSERTS PER MANUFACTURER EPDXY GROUTED INSTALLATIONS PER MANUFACTURER PERIODIC INSPECTION: INSPECTION SHALL BE PERFORMED AT INTERVALS NECESSARY TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH REQUIREMENTS. CONTINUOUS INSPECTION: INSPECTOR SHALL BE ONSITE AND OBSERVE THE WORK REQUIRING INSPECTION AT ALL TIMES THAT WORK IS PERFORMED. 12.STRUCTURAL OBSERVATION SHALL BE PERFORMED IN ACCORDANCE WITH SECTIONS 1704.6 OF THE INTERNATIONAL BUILDING CODE FOR THE FOLLOWING BUILDING ELEMENTS: STRUCTURAL STEEL CONSTRUCTION THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD ADEQUATE NOTICE TO SCHEDULE APPROPRIATE SITE VISITS FOR STRUCTURAL OBSERVATION. STRUCTURAL OBSERVATION MEANS THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM, FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS, AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY SECTION 110, 1705, OR OTHER SECTIONS OF THE INTERNATIONAL BUILDING CODE. THE OWNER SHALL EMPLOY THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, TO PERFORM STRUCTURAL OBSERVATION. OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER'S REPRESENTATIVE, SPECIAL INSPECTOR, CONTRACTOR, AND THE BUILDING OFFICIAL. THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFYING ANY REPORTED DEFICIENCIES WHICH, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED. GENERAL STRUCTURAL NOTES GEOTECHNICAL 12.FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. ALLOWABLE SOIL PRESSURE ............................... 1500 PSF COEFFICIENT OF FRICTION (FS OF 1.5 INCLUDED) .............. 0.3 RENOVATION 13.DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. 14.CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER IF EXISTING CONDITIONS DETERMINED DURING WORK VARY FROM THE EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS. ANCHORAGE 15.EXPANSION BOLTS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE "KWIK BOLT TZ2" AS MANUFACTURED BY THE HILTI CORP., INSTALLED IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-1917 FOR CONCRETE, AND ESR-3785 FOR MASONRY, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH ICC REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. PERIODIC SPECIAL INSPECTION IS REQUIRED TO VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, ANCHOR LOCATION, TIGHTENING TORQUE, HOLE DIMENSIONS, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. 16. 42.EPDXY RENOVATION ANCHORS TO HOLLOW OR GROUTED CMU, AND HOLLOW BRICK MASONRY WALLS SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "HIT-HY270" AS MANUFACTURED BY THE HILTI CORP. SCREEN TUBE IS REQUIRED IN UNGROUTED CMU AND HOLLOW BRICK. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-4143. MINIMUM BASE MATERIAL TEMPERATURE IS 23 DEGREES, F. HOLES IN UNGROUTED CMU AND HOLLOW BRICK SHALL BE DRILLED ONLY. ROTO-HAMMERS SHALL HAVE THE HAMMER OPTION TURNED OFF. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. RODS SHALL BE OF THREADED ASTM-A36 MATERIAL UNLESS OTHERWISE NOTED. STEEL 17.STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON: A.AISC 360-16 AND SECTION 2205.2 OF THE INTERNATIONAL BUILDING CODE. B.JUNE 15, 2016 AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES AMENDED AS FOLLOWS: AS NOTED IN THE CONTRACT DOCUMENTS, BY THE DELETION OF PARAGRAPH 4.4.1, AND REVISE REFERENCE FROM "STRUCTURAL DESIGN DRAWINGS" TO "CONTRACT DOCUMENTS" IN PARAGRAPH 3.1. C.SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. 18.WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, FY = 50 KSI. OTHER ROLLED SHAPES INCLUDING PLATES, SHALL CONFORM TO ASTM A36, FY = 36 KSI. STEEL PIPE SHALL CONFORM TO ASTM A-53, TYPE E OR S, GRADE B, Fy = 35 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 (GR. C), FY = 46 KSI (ROUND), FY = 50 KSI (SQUARE AND RECTANGULAR) CONNECTION BOLTS SHALL CONFORM TO ASTM A307. 19.SHOP PRIME ALL STEEL EXCEPT: A.STEEL ENCASED IN CONCRETE. B.SURFACES TO BE WELDED. C.CONTACT SURFACES AT HIGH -STRENGTH BOLTS. D.MEMBERS TO BE GALVANIZED. E.MEMBERS WHICH WILL BE CONCEALED BY INTERIOR FINISHES. F.SURFACES TO RECEIVE SPRAYED FIREPROOFING. G.SURFACES TO RECEIVE OTHER SPECIAL SHOP PRIMERS. 20.ALL A-325N CONNECTION BOLTS NEED ONLY BE TIGHTENED TO A SNUG TIGHT CONDITION, DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD WRENCH. 21.ALL ANCHORS EMBEDDED IN MASONRY OR CONCRETE SHALL BE F1554 A36 THREADED ROD WITH AN ASTM 563 HEAVY HEX NUT TACK WELDED ON THE EMBEDDED END. 22.ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. ALL COMPLETE JOINT PENETRATION GROOVE WELDS SHALL BE MADE WITH A FILLER MATERIAL THAT HAS A MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT —20 DEGREES F AND 40 FT - LBS AT 70 DEGREES F, AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION. 23.COLD-FORMED STEEL FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A.COLD FORMED STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON AISI S100-16, "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS," AND ON THE 2015 NORTH AMERICAN STANDARDS FOR COLD FORMED STEEL FRAMING, INCLUSIVE. B.THE CONTRACTOR SHALL PROVIDE A QUALITY CONTROL PROGRAM OVER ALL FABRICATION AND ERECTION ACTIVITY THROUGH THE USE OF AN INDEPENDENT TESTING AGENCY AND/OR A QUALIFIED REPRESENTATIVE OF THE STEEL MANUFACTURER. THE CONTRACTOR SHALL OBTAIN MILL CERTIFICATION FROM THE GAUGE STEEL MANUFACTURER OR SHALL SUBMIT TENSILE TESTS AND GALVANIZATION TESTS TO THE ENGINEER OF RECORD TO VERIFY THE ADEQUACY OF THE GAUGE MATERIALS. C.COLD-FORMED STEEL FRAMING MEMBERS INDICATED ON PLAN SHALL BE IN ACCORDANCE WITH THE "2015 IBC-SSMA PRODUCT TECHNICAL GUIDE" PUBLISHED BY THE STEEL STUD MANUFACTURERS ASSOCIATION, AND SHALL COMPLY WITH ICC-ES REPORT ESR-3064P. DESIGNATION: 600 S 200 - 54 DEPTH MEMBER FLANGE MATERIAL STYLE WIDTH THICKNESS(MILS) D.MATERIAL: METAL FRAMING SHALL BE GALVANIZED UNLESS OTHERWISE NOTED, CONFORMING AS FOLLOWS: ASTM A653, GRADE 50 FY = 50 KSI 12, 14, AND 16 GAUGE ASTM A653, GRADE 33 FY = 33 KSI 18 AND 20 GAUGE WHERE NOTED, PAINTED STUDS SHALL CONFORM TO: ASTM A570, GRADE E, FY=50 KSI. ALL 8 AND 10 GAGE MATERIAL SHALL CONFORM TO: ASTM A36, FY=36 KSI E.THE DESIGN OF INTERIOR COLD FORMED STEEL NON -BEARING WALLS, SOFFITS, CEILINGS AND OTHER MISCELLANEOUS FRAMING AND CONNECTIONS TO STRUCTURE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE REQUIREMENTS OF THE ARCHITECTURAL DRAWINGS. DESIGN AND DETAILING SHALL BE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON AND STAMPED DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. F.ACCESSORIES SHALL BE OF THE TYPE, SIZE, AND SPACING SHOWN ON THE DRAWINGS OF A MINIMUM 16 GAUGE MATERIAL UNLESS OTHERWISE SPECIFIED. FASTENING OF COMPONENTS SHALL BE BY WELDING OR SCREWING OR BY OTHER MEANS OF FASTENING AS INDICATED ON THE DRAWINGS. PROVIDE MISCELLANEOUS CLIP ANGLES, LEDGERS, AND ACCESSORIES OF A MINIMUM 16 GAUGE OR THE THICKNESS OF THE MATERIAL BEING FASTENED, WHICHEVER IS GREATER, FOR CONNECTIONS AND BEARING CONDITIONS NOT OTHERWISE NOTED IN THE DRAWINGS. WELDS SHALL BE OF SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION: WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. ALL WELDS SHALL BE TOUCHED UP WITH A ZINC -RICH PAINT. G.SCREWS: ALL SCREWS SHALL BE SELF -TAPPING SELF -DRILLING FASTENERS THAT ARE ZINC COATED AS MANUFACTURED BY HILTI KWIK-FLEX (ICC-ES ESR-2196), OR APPROVED EQUAL. THE MINIMUM SCREW SIZE/TYPE/POINT SHALL BE #8-18 (#2 POINT) OR #10-16 (#2 POINT) FOR USE IN 20 GAUGE THROUGH 16 GAUGE, AND #10-16 (#3 POINT) OR #12-14 (#2 OR #3 POINT) FOR HEAVIER THAN 16 GAUGE UNLESS NOTED OTHERWISE. SCREWS FOR SHEATHING CONNECTIONS SHALL BE OF THE PROPER SIZE AND TYPE FOR A POSITIVE SHEATHING -TO -METAL CONNECTION. ALL SCREW CONNECTIONS SHALL BE MADE FROM THE LIGHTER MATERIAL INTO THE HEAVIER MATERIAL UNLESS NOTED OTHERWISE. SCREWS SHALL HAVE A MINIMUM PROJECTION OF 3 THREADS THROUGH THE LAST MATERIAL JOINED AND SHALL HAVE MINIMUM EDGE DISTANCES AND CENTER -TO -CENTER SPACING OF 1-1/2 AND 3 SCREW DIAMETERS, RESPECTIVELY. ALL SCREWS SHALL CONFORM TO SAE J78 AND SHALL BE COATED WITH A CORROSIVE -RESISTANT COATING. THE SCREW MANUFACTURER SHALL PROVIDE VERIFICATION OF THE FASTENERS RESISTANCE TO HYDROGEN EMBRITTLEMENT, UPON REQUEST. STUDS UNDER CODE PRESCRIBED LOADS. DOCUMENTATION SHALL BE SUBMITTED FOR REVIEW PRIOR TO CONSTRUCTION. H.WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR ALL STUD WALLS NOT SHOWN. EXTERIOR WALL STUDS SHALL BE MINIMUM 20 GAUGE (33 MILS) SPACED AT 16" O.C. UNLESS INDICATED OTHERWISE. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 80OS162-54 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR MULTI -STUD OR STEEL COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS FULL WIDTH BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 10, IN HEIGHT. I.WELDING OF COLD -FORMED METAL FRAMING SHALL CONFORM TO AWS D1.3 AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS QUALIFIED TO PRODUCE THE SPECIFIED CLASSES OF WELD. (.WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR ALL STUD WALLS NOT SHOWN. EXTERIOR WALL STUDS SHALL BE MINIMUM 20 GAUGE (33 MILS) SPACED AT 16" O.C. UNLESS INDICATED OTHERWISE. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 80OS162-54 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR MULTI -STUD OR STEEL COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS FULL WIDTH BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 10, IN HEIGHT. J.ALL STUD WALLS SHALL HAVE THEIR BOTTOM TRACKS ATTACHED TO FRAMING BELOW WITH #8 SCREWS AT 24" O.C. OR ATTACHED TO CONCRETE WITH 0.145" DIAMETER DRIVE -PINS @ 24" O.C. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE WELDED TO EACH OTHER IN ACCORDANCE WITH THE DETAILS. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND STRAP BRACING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES AND GYPSUM SHEATHING ON EXTERIOR SURFACES SCREWED TO ALL STUDS, TOP AND BOTTOM TRACKS AND BLOCKING WITH SCREWS AT 12" O.C. TRACK SECTIONS SHALL MATCH THE WALL STUD GAUGE, BE UN -PUNCHED AND HAVE AT LEAST 1-1/4" FLANGES. K.BRIDGING AND BRACING IS TO BE INSTALLED AT ALL COLD FORMED STEEL BEARING WALLS. BRIDGING AND BRACING SHALL BE INSTALLED AS SHOWN ON THE STRUCTURAL PLANS, OR THE CONTRACTOR SHALL EMPLOY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON TO DESIGN AN ALTERNATE BRACING SYSTEM. IF AN ALTERNATE BRACING SYSTEM IS USED, THE CONTRACTOR SHALL SUBMIT STAMPED DRAWINGS AND CALCULATIONS TO THE ENGINEER OF RECORD, WHICH DEMONSTRATES THAT THE BRACING SYSTEM WAS DESIGNED TO PROVIDE PERMANENT WEAK AXIS BRACING OF THE STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com Copyright 2015 Swenson Say Faget - All Rights Reserved DRAWN: TEA DESIGN: TEA CHECKED: LSD APPROVED: DJ S REVISIONS: DPD: PROJECT TITLE: SNO-ISLE 650 MAIN ST. EDMONDS, WA 98020 ARCHITECT: JOHNSTON ARCHITECTS, LLC 100 NE NORTHLAKE WAY, SUITE 200 SEATTLE, WA 98105 ISSUE: 03/31/2023 ISSUE FOR BID SHEET TITLE: GENERAL STRUCTURAL NOTES SCALE: 3/4" = 1'-01, DATE: 3/31 /2023 PROJECT NO: 00484-2023-04 SHEET NO: Simi 0 I 1' - 10 3/8" E-11 STAFF LOUNGE -- -- --r 112 0 j LANAI STAFF FOCUS E-19 122 � ROOM 119 7 A702 6 10 A701 11 14 5 11 A702 9 15 A702 13 W1 8 12 2- - 2" ALIGN E-14 EMPLOYEE RESTROOM W1 111 E-13 PHONE RM. W 1 11' - 5 1/8" 19 � 22 w2 113 ItL-7 8 � --- 18 A702 17 [ W5 = n 23 A702 21 FLEX ROOM 7 A703 6co e N 110 16 - - - -- 20 O 5 � r 2'-2" W1 C 1' - 10 7/8" _ 120.1 ALIGN W1 c� w STORAGE/AV CD - Nl� '� 120A W3 c� LARGE MEETING "I ALIGN ROOM El120 � ALIGN 3 4 A703 2 2oB STORAGE (3) 600-S200-43 STUDS 1 120B BEARING STUDS (min.) 12/S3.2 AT BASE (E) 12" SPANDECK PER 6/S3.1, CTRD 11/S3.2 HEADER BELOW BEAM 2/S3.2 TOP HSS 4x4x1/4, CENTERED ON HSS 4x4x1/4 COL. TRACK, typ. AT (4) LOCS. I L4x4x1/4 KICKER, I typ. AT (3) 12/S3.2 AT BASE - -- ----- - - - - -- -- -- v HSS 4x4x1 /4, I LOCATIONS 11/S3.2 HEADER HEADER I I 2/S3.2 TOP ABOVE :4(10/S3.2 4/S3.2 4' e. 2'-2" N I I HSS 14x6x1/2 HSS 4x4x1/4 COL. I I 0' 9,4' 6/S3 2 AT HSS BEAM TO HSS BEAM R-, -„/4 EQ EQ EQ typ. AT (6) LOCATIONS Gj 26'-6" — CONT. HSS 4x4x1/4, CENTERED ON TRACK r��. G < 7/S3.1 ALL DIMENSIONS TO BE COORDINATED WITH (max) n ARCHITECTURE AND TRACK \70.. 12/S3.2 AT BASE SUPPLIER. SSF TO BE NOTIFIED 8/S3.2 HEADER IF ANY DIMENSIONS NEED TO BE 2/S3.1 TOP ADJUSTED. co N O ENLARGED FLOOR PLAN - STAFF LOUNGE & MEETING RM N 1 a� EQ 12/S3.2 AT BASE 8/S3.2 AT HEADER 2/S3.2 AT TOP / I W4 8 5/8" IH I 4'-93/8" Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 Cn 0 Z O W o LU'::) CV w� J LU Q - Q CO O z a z Z o0 �O o Q C/) J (o LU DRAWING ISSUE DATE DESCRIPTION 03/31/2023 ISSUE FOR BID SHEET TITLE STRUCTURAL FRAMING PLAN SHEET NO. Slm2 Drawn Checked 0' 4' 8' © 2023 JOHNSTON ARCHITECTS LENGTH = (4)SCREWS REQD. LENGTH = STUD DEPTH — 1/2" 1 STUD DEPTH - AT EACH BLOCK /2" SHEATHING PER ARCH BEND WEB OF BLKG. AND CONNECT TO EACH STUD W/(2)#8 NOTES: 16 GA. x 11/2 x 11/2 SCREWS 1 16 GA. x 11/2 x 11/2 • BRIDGING IS REQUIRED FOR LOADINGS APPLIED BRIDGE CLIP ANGLE BRIDGE CLIP ANGLE BEFORE SHEATHING IS ATTACHED TO BOTH FLANGES. TYPICAL TYPICAL _ _ I I BRIDGING PROVIDES RESISTANCE TO ROTATION (2) #10 SCREWS CAUSED BY WIND LOADING, AND RESISTANCE TO 1/8 1/2 EA. LEG OF ANGLE BOTH ROTATION AND MINOR AXIS BENDING CAUSED BY AXIAL LOADING. THE NUMBER OF BRIDGING ATTACH IN DIAGONAL 1/$ PROVIDE BLOCKING USING ROWS SHOULD NOT BE LESS THAN SPECIFIED 1 o FASHION FOR MAXIMUM SAME MATERIAL AS STUDS IN THE FOLLOWING. SPREAD @ 48"oc HORIZONTALLY AND , , MATCHING STRAP LOCATIONS • WALLS SUPPORTING VERTICAL (AXIAL) LOAD 11/2" x 20ga CONT. STRAPS 3'-0" / 1. UP TO 10'-0" HEIGHT: TWO ROWS OF BRIDGING EQUALLY SPACED. 2. OVER 10'-0" HEIGHT: BRIDGING ROWS SPACE 4'-0"oc MAX. AND 6'-0" ABOVE FLOOR CONNECTED TO EACH STUD W/(1)#8 SCREW AND • BRIDGING SHALL BE EITHER WELDED OR SCREWED 16 GA. BRIDGING 16ga. BRIDGING TO EACH BLOCK W/(4)#8 SCREWS AS SHOWN AT RIGHT: CHANNEL, TYP. CHANNEL (typ.) SPACING NOT TO EXCEED 3'-0" BETWEEN POINTS OF LATERAL SUPPORT Weld Option Screw Option 4 Blockingwhere Studs Unsheathed One Side Stud Bridging 9 g (E) CONC. TOPPING (E) CONC. TOPPING (E) SPANDECK (E) SPANDECK CONT. STUD, EA. SIDE HSS BEAM PER PLAN JOIST BLKG, EA. SIDE BASE E3/8"x6"x6" - _� 16 GAUGE TRACK Q Q 0 0 SCREW ATTACHMENT PER 4/S3.1 �' I 14ga. TRACK W/ 21/2" MIN. TRACK PER DETAIL 1/8 / o LEGS o @ LEFT base E to top track I 1/8 ;- ATTACH TRACK W/ (2) (3)#4 SHOULDERED SCREW / ROWS 0.145"0 DRIVE PINS SUPPLIED W/ SCW INSTALL @ 24"oc TO SLAB ABOVE. 0 11/4" FROM TOP OF 11/2" t 2-6 3/4" MAX. PENETRATION VERT. SLOTS IN CLIP WHEN ATTACHED TO (E) SPANDECK ABOVE, SEE NOTE 3 SIMPSON SCW EA. SIDE STUDS, TYP. JAMB STUDS, TYP. OF JAMB STUDS. ATTACH BRIDGING, TYP. TO SLAB W/ (3)0.145"0 DRIVE PINS @ � OF Typ. Wall Studs Jamb Studs 30RIZ. LEG @ 3"oc MIN. /4 MAX. PENETRATION BUILT-UP POST NOTES: WHEN ATTACHED TO (E) PER PLAN PER 10/S3.1 1. CONNECTIONS SHOWN IN THIS DETAIL APPLY TO THE TOP OF TYPICAL NON -LOAD BEARING, SIMPLE SPANDECK ABOVE, SEE NOTE 3 SPANNING WALL STUDS WHERE DEFLECTION ALLOWANCE OCCURS. 2. DO NOT ATTACH WALL SHEATHING TO DEFLECTION TRACK. t = GAGE OF MATERIAL CONNECTED 3. NO ATTACHMENTS ARE PERMITTED AT SPANDECK WEB AND NO EXISTING REINFORCEMENT SHALL BE 11/2"= 1'-0" INTERRUPTED OR DAMAGED. CONTRACTOR TO LOCATE SPANDECK WEB AND EXISTING REINFORCEMENT 11/2"= 1'-0" 5 PRIOR TO ATTACHING NEW STRUCTURE. ENGINEER TO BE NOTIFIED IF LOCATION OF ATTACHMENTS Above Typical HSS YpYp at Light -Gauge Wall NEED TO BE ADJUSTED FROM LOCATIONS INDICATED IN DETAIL TO MEET THIS REQUIREMENT. Typical Non -Load Bearing Interior Wall Connection to Slab 9 t NO PUNCHOUT SHALL 1 1 DEPTH IN 100 INCHES FLANGE WIDTH IN 100 INCHES DESIGNATION: 600 S 200 — 54 2 12 OCCUR WITHIN 12" FROM END OF STUD MEMBER STYLE MATERIAL THICKNESS (Z) Stud #10 SCREW @ STUDS MUST BE FULLY CONN. BOT. TRACK IN INCHES 210 TYP. PLUS SEATED AGAINST TRACK TO FLOOR W/.145" 0 Metal Framing Notes (8) SCREWS, TOP DRIVE PINS @ - 1. METAL FRAMING USED SHALL CONFORM TO THE SHAPE, GRADE, SIZE, AND GAUGE SPECIFIED. AND BOTTOM 4'-0"oc U.O.N. RUNNER TRACK SAME GAGE AS STUD DESIGNATIONS REFER TO THE UNIVERSAL DESIGNATOR SYSTEM FOR LIGHT GAUGE STEEL WHERE STUDS OR JOISTS t 2-12 Screw Option MINIMUM 1" WIDE ,. • ' FRAMING MEMBERS. ARE SHOWN TO ABUT, FLANGES 2. METAL FRAMING SHALL BE GALVANIZED UNLESS OTHERWISE NOTED, CONFORMING AS FOLLOWS: WELD AS SHOWN 12, 14, AND 16 GAUGE ASTM A653 SQ, GRADE 50 Fy = 50ksi U 18 AND 20 GAUGE ASTM A653 SQ, GRADE 33 Fy = 33ksi (3) Stud SEE PLAN NOTES FOR BUILT—UP STUD SIZES SCREW ATTACHMENT 3. ALL 8 AND 10 GAUGE MATERIAL SHALL CONFORM TO ASTM A36 WITH A MINIMUM YIELD OF SEE NOTE BELOW 36,000 psi. NOTES: 4. ALL BEARING STUDS SHALL BE LATERALLY SUPPORTED TO PREVENT WEAK AXIS BUCKLING BY t = GAGE OF MATERIAL CONNECTED NOTES: • WHEN TRACK IS ATTACHED DIRECTLY TO STUD FLANGE A STANDARD CONNECTING EACH FLANGE TO GYPSUM WALLBOARD PER ASTM C1280. t 2-12 1. PROVIDE 4" WELD AT TOP NO. 6 x 7/16" PAN HEAD SHEET METAL SCREW SHALL BE USED. WHEN 5. TRACK SECTIONS SHALL BE UNPUNCHED, HAVE AT LEAST 1J/4" FLANGES, AND HAVE SAME & BOTTOM OF BUILT UP DRYWALL COVERING, TRACK AND STUD FLANGES ARE ATTACHED AT SAME MATERIAL THICKNESS AS WALL FRAMING MEMBERS. MEMBER. THIS DETAIL TIME, A STANDARD (MIN.) 1" LONG DRYWALL SCREW SHALL BE USED. ANY 6. WALLS WHICH HAVE SHEATHING CONNECTED ON ONE SIDE ONLY SHALL HAVE UNSHEATHED PROVIDES INTERMEDIATE COMBINATION OF THE ABOVE METHODS MAY BE USED IN THE ERECTION FLANGES LATERALLY SUPPORTED PER 4/S3.1. WELD REQUIREMENTS. OF A COMPLETED WALL ASSEMBLY. 7. WELDING OF COLD —FORMED METAL FRAMING SHALL CONFORM TO AWS D1.3 AND SHALL BE 2. REDUCE WELD SPACING OF ALL WELDS NOTED PERFORMED BY WELDERS QUALIFIED TO PRODUCE THE SPECIFIED CLASSES OF WELD. TO 16"oc FOR 6" STUDS 8. WALL FRAMING: (2) STUDS MINIMUM SHALL BE PROVIDED AT END OF ALL WALLS AND AT EA. & 12" oc. FOR 8" STUDS SIDE OF OPENINGS. SEE 10/S3.1. 9 Typical Yp Multiple Stud or Joist Attachment 10 p Typical Bottom Track at Interior Non -Load Bearing Wall Yp g Metal Framing Notes & Properties 12 9 p STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 P:2o6.443.6212 ssfengineers.com Copyright 2015 Swenson Say Faget - All Rights Reserved DRAWN: TEA DESIGN: TEA CHECKED: LSD APPROVED: DJS REVISIONS: PROJECT TITLE: SNO-ISLE 650 MAIN ST. EDMONDS, WA 98020 ARCHITECT: JOHNSTON ARCHITECTS, LLC 100 NE NORTHLAKE WAY, SUITE 200 SEATTLE, WA 98105 ISSUE: 03/31/2023 ISSUE FOR BID SHEET TITLE: NANA WALL SUPPORT DETAILS SCALE: 3/4" = 1'-0" DATE: 3/31 /2023 PROJECT NO: 00484-2023-04 < SHEET NO: U S301 2 7 o NO: OF SHEETS: � HSS BEAM, NANAWALL & NON -LOAD BEARING WALL ABOVE (E) CONC. TOPPING SPANDECK, SPAN DIR. PER PLAN � HSS COL. HSS BEAM & BENT E's & TRACK HSS COL. NON -LOAD BEARING WALL [—(E) ABOVE BY OTHERS. GAP AT PER ARCH TOP OF WALL/DEFLECTION „ 4'-01" (max.) TRACK TO ACCOMMODATE 4 1/4 VERTICAL MOVEMENT ARCH TO VERIFY (E) CONC. TOPPING OF EXISTING SLAB ABOVE i i 1 MAX. LOAD FROM (E) SPANDECK WALL ABOVE = 8 PS MULTIPLY BY WALL HEIGHT, SEE NOTE 1 " SOFFIT FRAMING BY 1 max. OFFSET OF TRACK _ AT HSS14 BEAM (ONLY) OTHERS, VERIFY SOFFIT HSS BEAM PER PLAN WILL NOT LOAD BEAM HILTI HY270 + HIT -IC 1/2"0 x 33/16" THREADED ROD W/ hef = 2" (min.) I I AT EA. BENT E 5„ 8 min. BENT El/4"x0'-3" EA. SIDE �L 11 ' CTRD ON COL. WIDTH W/ Q CDJ > SHIM E1/4" max. AS REQ'D (2) 13/16"x3" VERT. LONG - - AT ATTACHMENT LOCS. SLOTTED (LSL) HOLES I I HSS COLUMN PER PLAN I - - - _ (2)3/4"0 THRUBOLTS - X CTRD IN LSL HOLES I CONN. PER 2/S3.2 o = NANAWALL TRACK BY OTHERS, 18 GAUGE (min.) CONN. PER TRACK MANUFACTURER: NOTES: (2) 5/16"0 SCREWS ® 10"oc (min.) AT HSS 14x BEAM 1. ALL DEAD LOAD FROM WALL ABOVE (2) 5/16"0 SCREWS ® 4"oc (min.) AT HSS 4x BEAMS NS A LED PRIOR TO DOOR E INSTALLED 1 INSTALLATION 4 HSS COLUM ER D LAN I I I 2" (max.) 3/16 3/16 3/16 I 1» SHEAR TAB E1/4" EA. SIDE I I I I 2 3/16 I I I I 32 HSS BEAM PER PLAN I I HSS BEAM PER PLAN I — — — — — — — — HSS COLUMN PER PLAN I I 3" 31 I I ---------- " — I I 3/16 I it 3/16 I I I (3/16) I I 1-HSS BEAM BEYOND — — — (3/16) I i I I SHEAR TAB E1/4" -- EA. SIDE ---- V1 (3) sides, typ. >3/16 (3/16) (3) sides, 3/16 » (3/16) typ.I 4 NANAWALL TRACK BY OTHERS E1/4"x21/4"xO'-4" T&B I HSS BEAM PER PLAN, NANAWALL TRACK BY OTHERS, SEE 4/S3.2 OF HSS, CTRD E1/4"x3"x0'-4" T&B I <U typ. FOR ADD'L INFORMATION. NANAWALL TRACK OF HSS, CTRD. CTR TRACK ON HSS BEAM BY OTHERS, SEE 4/S3.2 FOR ADD'L INFORMATION. 3/16 (3) sides, typ. CTR TRACK ON HSS BEAM 3/16 3/16 typ.>—< NOTES: 1. NO ATTACHMENTS ARE PERMITTED AT SPANDECK WEB AND NO EXISTING REINFORCEMENT SHALL BE INTERRUPTED OR DAMAGED. CONTRACTOR TO LOCATE SPANDECK WEB AND EXISTING REINFORCEMENT PRIOR TO ATTACHING NEW NOTES: STRUCTURE. ENGINEER TO BE NOTIFIED IF LOCATION OF ATTACHMENTS NEED TO BE ADJUSTED FROM LOCATIONS INDICATED IN DETAIL TO MEET THIS REQUIREMENT. 7 1. BEAMS SHALL HAVE STANDARD HOLES (STD), AND SHEAR TAB PLATES SHALL HAVE HORIZONTAL SHORT SLOTTED HOLES (SSL) UNLESS NOTED OTHERWISE. 8 (E) CONC. TOPPING COL. & BASE E COL. & BASE P (E) SPANDECK 2" typ. » 2 typ. 2" 3» 311 2" 1 /2 typ. 2» t / R 1/2» li - - -- - - - - - - �}- - � -- COL. II I I E1/2"x 10"x10" W/ `T' & BASE E 1111 jW.P. 11.11 (2) ROWS OF _ HILTI HY270 + HIT -IC 3/16 1/2"0 x 33/16" THREADED ROD 3/16 >< W/ hef = 2" (min.) ® 6"oc 3/16 Plan at HSS 6x6 Column Plan at HSS 40 Column I _ _ N CTRD ON E &KICKER HSS COL. PER PLAN 3/16 1 T T /� 0/4 — — — COL. & BASE R o Z z I i 1 (3/16) m (3/16)CD COLUMN PER PLAN z 1. 0/4"_ 3/16 / i 1' KICKER L PER PLAN HSS BEAM PER PLAN I I 316 E Plan / 3/16 i (3) sides, typ. 3 /16 ��` ° (4)1/2"0 HILTI KB—TZ2 " � ° (� ea. L end I � EXPANSION ANCHORS W/ hef = 2" INTO (E) CONC. W.P. 1 FOR CALLOUTS » 4 (min.) (E) CONC. SLAB ON 2" (max.) IN COMMON GRADE SEE 4/S3.2 NOTES: 3/4" = 1'-0" 1. NO ATTACHMENTS ARE PERMITTED AT SPANDECK WEB AND NO EXISTING REINFORCEMENT SHALL BE INTERRUPTED OR DAMAGED. CONTRACTOR TO LOCATE SPANDECK WEB AND EXISTING REINFORCEMENT 10 11 Typical Blate - HSS Columns 12 Yp Baseplate PRIOR TO ATTACHING NEW STRUCTURE. ENGINEER TO BE NOTIFIED IF LOCATION OF ATTACHMENTS NEED TO BE ADJUSTED FROM LOCATIONS INDICATED IN DETAIL TO MEET THIS REQUIREMENT. STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com — Copyright 2015 Swenson Say Faget - All Rights Reserved — DRAWN: TEA DESIGN: TEA CHECKED: LSD APPROVED: DJS — REVISIONS: PROJECT TITLE: SNO-ISLE 650 MAIN ST. EDMONDS, WA 98020 ARCHITECT: JOHNSTON ARCHITECTS, LLC 100 NE NORTHLAKE WAY, SUITE 200 SEATTLE, WA 98105 ISSUE: 03/31/2023 ISSUE FOR BID SHEET TITLE: NANA WALL SUPPORT DETAILS w L— co Lc SCALE: 1-1/2" = 1'-0" DATE: 3/31 /2023 w PROJECT N0: Q 00484-2023-04 SHEET NO: LL z m 0 N o S302 T � NO: OF SHEETS: GENERAL NOTES 1. THE SCOPE OF THE MECHANICAL WORK CONSISTS OF WORK SHOWN ON THE PLANS AND AS DESCRIBED IN THE SPECIFICATIONS. IN CASE OF CONFLICT, THE SPECIFICATIONS SHALL GOVERN. PROVIDE A COMPLETE & FUNCTIONAL SYSTEM. 2. PERFORM ALL WORK IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES. OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND PAY FOR ALL FEES REQUIRED BY AUTHORITIES HAVING JURISDICTION. PAY ALL ROYALTIES OR FEES REQUIRED IN CONNECTION WITH THE USE OF PATENTED DEVICES AND SYSTEMS. 3. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR GENERAL CONSTRUCTION INCLUDING LOUVERS, CONCRETE EQUIPMENT PADS, FLASHING DETAILS, ETC. REFER TO ARCHITECTURAL DRAWINGS FOR ROOM ELEVATIONS, LOCATE MECHANICAL DEVICES SUCH AS TEMPERATURE SENSORS, HUMIDISTATS, PANELS, ETC. SO THAT THEY DO NOT CONFLICT WITH GENERAL CONSTRUCTION (WAINSCOT, DOOR HARDWARE, ETC.) NOR WITH ELECTRICAL SYSTEM (LIGHT SWITCHES, SPEAKERS, OUTLETS, ETC.). 4. COORDINATE WITH OTHER TRADES: A. REFER TO ELECTRICAL DRAWINGS AND CONFIRM ELECTRICAL CHARACTERISTICS SHOWN FOR MECHANICAL EQUIPMENT (VOLTAGE, PHASE, HZ, ETC). MATCHES THAT OF THE MECHANICAL EQUIPMENT PROVIDED. B. PROVIDE ADEQUATE CLEARANCE OF MECHANICAL WORK FROM ELECTRICAL EQUIPMENT. MAINTAIN MINIMUM ACCESS OF 6-INCHES ABOVE CABLE TRAYS AND 18-INCHES TO THE SIDE OF CABLE TRAYS. CLEARANCE ABOVE CABLE TRAY SHOULD BE 1/2 THE WIDTH AND NOT LESS THAN 6-INCHES WHEN RUNNING PARALLEL WITH CABLE TRAY. AND NOT LESS THAN 6-INCHES WHEN RUNNING PERPENDICULAR TO THE CABLE TRAY. 5. ARRANGE EQUIPMENT SO THAT ACCESS CLEARANCES INDICATED BY DRAWINGS, REQUIRED BY CODES, OR RECOMMENDED BY MANUFACTURER ARE PROVIDED. 6. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND ACCEPTED SUBMITTALS. INSTALL MATERIAL IN PROPER RELATION TO ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE FOR EXPOSED WORK. 7. THOROUGHLY EXAMINE ALL AREAS WHERE EQUIPMENT AND DUCTWORK WILL BE INSTALLED AND REPORT ANY CONDITION THAT PREVENTS THE PROPER INSTALLATION OF THE MECHANICAL WORK. 8. COMPLY WITH WASHINGTON STATE ENERGY CODE SECTION C408.1.3 DOCUMENTATION REQUIREMENTS INCLUDING ALL LOCAL JURISDICTION AMENDMENTS. INCLUDE THE DEVELOPMENT OF CONSTRUCTION AND AS - BUILT DRAWINGS, PROJECT MANUALS, AND SYSTEM BALANCING REPORTS. 9. PURSUANT TO SECTION C408.1.3 OF THE WASHINGTON STATE ENERGY CODE, THE HVAC CONTROL SYSTEM SHALL BE TESTED TO ENSURE THAT THE CONTROL DEVICES, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED, AND OPERATE IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. 10. THE COMMISSIONING SPECIFICATION, INCLUDING ALL FUNCTIONAL TEST PROCEDURES, SHALL BE PROVIDED AND ENFORCED BY THE CONTRACTOR. 11. PROVIDE SEISMIC RESTRAINT IN ACCORDANCE WITH IBC AND ASCE STANDARD 7. SUBMIT CALCULATIONS BY LICENSED STRUCTURAL ENGINEER. PRODUCTS MAY CONFORM TO SMACNA SEISMIC RESTRAINT GUIDELINES. 12. PROVIDE A SINGLE SUBMITTAL OF ALL MECHANICAL EQUIPMENT AS SPECIFIED. AS A MINIMUM, SUBMIT PRODUCT DATA FOR ALL EQUIPMENT AND FIXTURES LISTED IN ACCOMPANYING SCHEDULES FOR APPROVAL. 13. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 14. ARRANGEMENT OF SYSTEMS INDICATED ON THE DRAWINGS IS DIAGRAMMATIC, AND INDICATES THE MINIMUM REQUIREMENTS FOR MECHANICAL WORK. ADJUST TERMINAL UNIT LOCATIONS, BASED ON FIELD MEASUREMENTS, TO AVOID INSTALLATION ABOVE DESKS. SITE CONDITIONS SHALL DETERMINE THE ACTUAL ARRANGEMENT OF THE WORK. TAKE FIELD MEASUREMENTS BEFORE PREPARING SHOP DRAWINGS, OBTAIN APPROVAL OF SHOP DRAWINGS BEFORE BEGINNING FABRICATION. BE RESPONSIBLE FOR ACCURACY OF DIMENSIONS AND LAYOUT. OVERHEAD PIPING AND DUCTWORK SHALL BE ARRANGED TO OBTAIN MAXIMUM HEAD ROOM. 15. CLEAN AND PROTECT WORK FROM DAMAGE. RESTORE DAMAGED FINISHES. COVER ENDS OF PIPING AND DUCTWORK NOT ACTIVELY BEING WORKED ON. 16. MODIFY AND EXTEND EXISTING SERVICE TO ACCOMMODATE NEW WORK. RELOCATE EXISTING COMPONENTS AS REQUIRED FOR NEW SYSTEM. COORDINATE WITH BUILDING MANAGEMENT. 17. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 18. DO NOT CUT STRUCTURAL ELEMENTS WITHOUT PRIOR WRITTEN APPROVAL. 19. INSTRUCT OWNER IN PROPER OPERATION OF SYSTEMS. 20. DRAWINGS DO NOT SHOW ALL OFFSETS WHICH MAY BE REQUIRED. MAKE OFFSETS WITH FITTINGS USING THE LEAST ANGLE OF OFFSET POSSIBLE. DUCTWORK & PIPING SHALL BE ROUTED TO AVOID ALL STRUCTURAL SUPPORTS, AND COORDINATED WITH WORK OF OTHER TRADES. 21. MATERIALS, METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE LATEST EDITION OF THE FOLLOWING CODES AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION. • 2018 INTERNATIONAL BUILDING CODE (IBC) • 2018 INTERNATIONAL MECHANICAL CODE (IMC) • 2018 UNIFORM PLUMBING CODE (UPC) • 2018 INTERNATIONAL FIRE CODE (IFC) • 2018 WASHINGTON STATE ENERGY CODE (WSEC) WITH LOCAL AMENDMENTS 22. ALL DEVICES THAT UTILIZE ELECTRICITY SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR AND REPLACEMENT WITHOUT DISABLING THE FUNCTION OF A FIRE -RESISTANCE -RATED ASSEMBLY OR REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, VENTING SYSTEMS OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED OR REPLACED. A LEVEL WORKING SPACE NOT LESS THAN 30 INCHES DEEP AND 30 INCHES WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. a ao N Cl) co N 0 N rn N Cl) a� c SHEETMETAL NOTES 1. PERFORM ALL SHEETMETAL WORK IN ACCORDANCE WITH CURRENT SMACNA STANDARDS. 2. DUCT SEALING SHALL MEET REQUIREMENTS LISTED IN CHAPTER 6 OF IMC AND WASHINGTON STATE ENERGY CODE WITH LOCAL AMENDMENTS. IN ADDITION, PROVIDE SEAL CLASS A FOR ALL DUCTWORK. 3. CONSTRUCT DUCTS WITH G-90 OR BETTER GALVANIZED STEEL (ASTM 527) LFQ. 4. CONSTRUCT RECTANGULAR DUCTWORK TO MEET ALL FUNCTIONAL CRITERIA DEFINED IN CHAPTER 11, OF THE SMACNA HVAC DUCT CONSTRUCTION STANDARDS. PROVIDE DIAGONAL CREASING OR BEADING ON ALL PANELS WIDER THAN 18-INCHES, AND PANELS LESS THAN 18 GAGE. CONSTRUCT ROUND AND FLAT OVAL DUCTWORK IN ACCORDANCE WITH CHAPTER 3 OF SMACNA HDCS. 5. DUCTMATE, METU, OR W.D.C.I. DUCT CONNECTION SYSTEMS ARE ACCEPTABLE. DUCTS CONSTRUCTED USING THESE SYSTEMS WILL REFER TO THE MANUFACTURER'S GUIDELINES FOR SHEET GAGE, INTERMEDIATE REINFORCEMENT SIZE AND SPACING, AND JOINT REINFORCEMENTS. 6. PROVIDE COLLARS WHEREVER AN EXPOSED DUCT PASSES THROUGH A WALL, SLAB, OR CEILING:1-INCH WIDE, 18-GAGE ANGLE WITH MITERED CORNERS & SEAL WITH FIBERGLASS AND MASTIC. 7. SPIN -IN FITTINGS SHALL BE CONICAL TYPE WITH VOLUME DAMPER, AND QUADRANT; FLEX MASTER ELGEN OR EQUIVALENT. 8. ELBOWS IN RECTANGULAR OR SQUARE DUCTWORK SHALL HAVE AN INSIDE RADIUS EQUAL TO DIMENSION OF ELBOW IN THE PLANE OF THE TURN. 9. ELBOWS IN ROUND DUCTWORK SHALL HAVE THE INSIDE RADIUS EQUAL TO DIMENSION OF ELBOW IN THE PLANE OF THE TURN. USE SEGMENTED, STANDING SEAM, PLEATED, OR STAMPED ELBOWS. ADJUSTABLE ELBOWS ARE ALLOWED IF RADIUS CONFORMS TO ABOVE. 10. SQUARE CORNER INSERTS (TURNING VANES) SHALL BE SMACNA FIG. 4.3 DOUBLE THICKNESS, RUNNER TYPE 2 WITH 2-1/8-INCH SPACING. 11. VOLUME DAMPERS ARE NOT SHOWN GENERALLY. INCLUDE A DAMPER IN THE DUCT TO EACH SUPPLY, EXHAUST, OR RETURN OPENING; ALSO IN EACH BRANCH DUCT WHERE THREE OR MORE OPENINGS ARE ASSOCIATED WITH THE BRANCH. LOCATE DAMPERS AT A POINT WHERE THE DUCT IS ACCESSIBLE; AS FAR FROM THE OUTLET AS POSSIBLE. DO NOT PROVIDE VOLUME DAMPER ON SUPPLY DUCTWORK UPSTREAM OF TERMINAL UNITS. DAMPERS SHALL BE RUSKIN MD25 OR MDRS25. 12. THOROUGHLY CLEAN ALL DEBRIS FROM THE INSIDE OF ALL DUCTWORK AND PLENUMS. 13. MECHANICAL DRAWINGS SHOW APPROXIMATE LOCATIONS FOR GRILLES AND DIFFUSERS. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS AND ELEVATIONS FOR EXACT LOCATIONS. AFTER SHOP DRAWINGS ARE COMPLETED VERIFY EXACT LOCATION OF GRILLES AND DIFFUSERS IN THE FIELD. ENSURE THAT DIFFUSER AND GRILLE FRAMES MATCH CEILING TYPES AND FINISH PRIOR TO ORDERING. 14. CONNECT FLEXIBLE DUCTS TO METAL DUCTS WITH A SLIP JOINT MADE USING FIRE RESISTANT MASTIC AND CLAMP, IDEAL "SNAP -LOCK" OR VENTLOCK "SURETIGHT NO. 670" AT EACH END. SUPPORT IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS. DO NOT INSTALL WITH ABRUPT BENDS OR OFFSETS. MAXIMUM LENGTH 5-FEET. LOW PRESSURE INSULATED FLEXIBLE DUCT SHALL BE THERMAFLEX MK-E. HIGH PRESSURE INSULATED FLEXIBLE DUCT SHALL BE THERAMFLEX MK-C. REMODEL CONSTRUCTION NOTES 1. DEMOLITION: WORK REQUIRED IS NOTED ON PLANS. VERIFY WITH ON SITE CONDITION AND OWNER. SALVAGE EQUIPMENT FOR OWNER'S USE AS NOTED. 2. COORDINATE INTERRUPTIONS OF SERVICES PASSING THROUGH WORK AREA TO MINIMIZE DISRUPTION IN ADJACENT SPACES. COORDINATE WITH BUILDING OWNER. 3. INSTALL NEW WORK GENERALLY AS SHOWN. ADEQUATE SPACE HAS BEEN VERIFIED TO THE DEGREE POSSIBLE, BUT MAY REQUIRE MINOR RELOCATION OF SMALL CONDUIT AND CEILING WIRE. COORDINATE EXTENT OF RELOCATION WITH GENERAL CONSTRUCTION WORK. 4. COORDINATE WORK WITH GENERAL CONSTRUCTION TO MINIMIZE DUST & DUST MIGRATION. 5. DEMOLITION SHALL INCLUDE REMOVAL OF EXISTING HANGERS, SLEEVES, AND MISCELLANEOUS SUPPORTS RELEVANT TO THE ITEMS TO BE REMOVED. 6. WHERE EXISTING MECHANICAL EQUIPMENT, THERMOSTAT, FIXTURE, ETC. IS INDICATED TO BE REMOVED, CONNECTED PIPING, DUCTWORK, ELECTRICAL/PNEUMATIC CONTROLS BACK TO THE CORRESPONDING SERVICE MAIN(S) SHALL BE REMOVED AND CAPPED UNLESS SPECIFICALLY NOTED OTHERWISE. ENERGY CODE MECHANICAL NOTES 1. DEMAND CONTROLLED VENTILATION (DCV) SHALL BE INCLUDED FOR SPACES LARGER THAN 500 FT WITH OCCUPANT LOAD >_ 25 PEOPLE/1,000 FT PER IMC; FOR HVAC SYSTEM WITH TOTAL DESIGN VENTILATION AIR > 3,000 CFM, AND/OR THE SYSTEM HAS AIRSIDE ECONOMIZER OR AUTOMATIC MODULATIN OUTDOOR AIR DAMPER. CONTROLS SHALL BE CONFIGURED TO PROVIDE DEMAND CONTROLLED VENTILATION. 2. FOR CONFERENCE ROOMS AND OTHER SPACES WITH OCCUPANT LOAD >_ 25 PEOPLE/1,000 FT2, PROVIDE OCCUPANCY BASED VENTILATION AIR CONTROL WHEN SPACE IS UNOCCUPIED AND METHOD (CLOSES OUTDOOR AIR DAMPER OR SHUTS OFF EQUIPMENT). 3. DUCTWORK SHALL BE CONSTRUCTED AND SEALED AS PER IMC. 4. ALL NEW DUCTWORK SHALL BE LOW-PRESSURE DUCTWORK. 5. OPERATIONS AND MAINTENANCE MANUALS SHALL BE PROVIDED TO THE OWNER AS REQUIRED BY SECTION C103.6.2. AT A MINIMUM, THE MANUALS SHALL INCLUDE: SUBMITTAL DATA OPERATION AND MAINTENANCE DATA FOR EQUIPMENT NAMES AND ADDRESSES OF SERVICE AGENCIES HVAC CONTROLS SYSTEM AND MAINTENANCE AND CALIBRATION INFORMATION NARRATIVE OF HOW SYSTEM IS INTENDED TO OPERATE. SCOPE OF WORK 1. REPLACE EXISTING DIFFUSERS, GRILLES AND DUCTWORK TO ACCOMODATE NEW LAYOUT/CEILING TYPE FOR LARGE MEETING ROOM, QUIET ROOM, STAFF FOCUS ROOM, OPEN READING AREA AND STAFF LOUNGE WITHIIN THE EXISTING BUILDING. ALL EXISTING VENTILATION, HEATING AND COOLING EQUIPMENT SHALL REMAIN. ABBREVIATIONS A AIR, AMP ACU AIR CONDITIONING UNIT AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT AL ALUMINUM, ACOUSTICAL LINING ARRGT ARRANGEMENT ATM ATMOSPHERE BC BLOWER COIL BDD BACKDRAFT DAMPER BFF BELOW FINISHED FLOOR BFP BACKFLOW PREVENTER BHP BRAKE HORSEPOWER BLDG BUILDING BOB BOTTOM OF BEAM BOD BOTTOM OF DUCT BOS BOTTOM OF STEEL BTUH BRITISH THERMAL UNITS PER HOUR CAP CAPACITY CC COOLING COIL CD CEILING DIFFUSER CFM CUBIC FEET PER MINUTE CHR CHILLED WATER RETURN CHS CHILLED WATER SUPPLY CI CAST IRON CLG CEILING, COOLING CNTFGL CENTRIFUGAL CO CLEANOUT CONC CONCRETE COND CONDENSATE CONT CONTINUE, CONTROL COMP COMPRESSOR COP COEFFICIENT OF PERFORMANCE CID CIRCULATING PUMP CRU CONDENSATE RETURN UNIT Cu CONDENSING UNIT CU FT CUBIC FEET CV CONSTANT VOLUME CVTR CONVERTER CW COLD WATER CWR CONDENSER WATER RETURN CWS CONDENSER WATER SUPPLY dB DECIBELS DB DRY BULB DCVA DOUBLE CHECK VALVE ASSEMBLY DEG DEGREE DF DRINKING FOUNTAIN DI DE -IONIZED DIA DIAMETER DMPR DAMPER DN DOWN DS DOWNSPOUT E EXISTING EA EXHAUST AIR EAH EXISTING AIR HANDLING UNIT EAT ENTERING AIR TEMPERATURE EER ENERGY EFFICIENCY RATING EF EXHAUST FAN EFF EFFICIENCY EG EXHAUST GRILLE EL ELEVATION EQUIP EQUIPMENT ERAF EXISTING RETURN AIR FAN ESP EXTERNAL STATIC PRESSURE EWT ENTERING WATER TEMPERATURE EXH EXHAUST EWC ELECTRIC WATER COOLER EXIST EXISTING EXP EXPANSION EXT EXTERIOR, EXTERNAL F FAHRENHEIT, FIRE LINE FD FIRE DAMPER, FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FLA FULL LOAD AMPS FLR FLOOR FLTR FILTER FM FLOW METER FOB FLAT ON BOTTOM FO FLAT OVAL FOT FLAT ON TOP FPM FEET PER MINUTE FPS FEET PER SECOND FSD FIRE SMOKE DAMPER FT FEET, FAN TERMINAL FV FACE VELOCITY GA GAGE GAL GALLONS GALV GALVANIZED GPM GALLONS PER MINUTE H HUMIDIFIER, HEIGHT HB HOSE BIBB HC HEATING COIL HD HEAD HEX HEAT EXCHANGE HOA HAND -OFF -AUTOMATIC HP HORSEPOWER, HEAT PUMP HPS HIGH PRESSURE STEAM HTG HEATING HW HOT WATER HWC HOT WATER CIRCULATING HWP HOT WATER PUMP HWR HEATING WATER RETURN HWS HEATING WATER SUPPLY HZ HERTZ IDE DIAMETER, INDIRECT DRAIN IE INVERT ELEVATION IH INTAKE HOOD IN INCH INIT INITIAL INT INTERIOR IPLV INTEGRATED PART LOAD VALUE KW KILOWATT KWH KILOWATT HOURS L LENGTH LAT LEAVING AIR TEMPERATURE LB POUND, LINEAR BAR LBS POUNDS LID LINEAR DIFFUSER LWT LEAVING WATER TEMPERATURE MAX MAXIMUM MBH THOUSAND BTU PER HOUR MCA MINIMUM CIRCUIT AMPACITY MD MANUALDAMPER MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MOCP MAXIMUM OVER CURRENT PROTECTION MOD MOTOR OPERATED DAMPER MTR MOTOR NC NORMALLY CLOSED NEG NEGATIVE NIC NOT IN CONTRACT NO NUMBER, NORMALLY OPEN NTS NOT TO SCALE OA OUTDOOR AIR OC ON CENTER OD OUTSIDE DIAMETER OPNG OPENING ORD OVERFLOW ROOF DRAIN ORL OVERFLOW RAIN LEADER P PUMP, PLUMBING PD PRESSURE DROP PH PHASE POC POINT OF CONNECTION POS POSITIVE PR PUMPED RETURN P/T PRESSURE/TEMPERATURE PVC POLYVINYL CHLORIDE QTY QUANTITY RA RETURN AIR RD ROOF DRAIN REF REFERENCE REQD REQUIRED RF RETURN FAN RG RETURN GRILLE RH RELIEF HOOD, RELATIVE HUMIDITY RL RAIN LEADER RPBFP REDUCED PRESSURE BACKFLOW PREVENTER RPM REVOLUTIONS PER MINUTE S SOIL SA SUPPLY AIR SD STORM DRAIN, SMOKE DAMPER SENS SENSIBLE SEER SEASONAL ENERGY EFFICIENCY RATING SF SUPPLY FAN, SQUARE FEET SG SUPPLY GRILLE SL SOUNDLINING SP STATIC PRESSURE SPR SPRINKLER SS STAINLESS STEEL, SANITARY SEWER STP STANDPIPE T THERMOSTAT TEMP TEMPERATURE TG TRANSFER GRILLE TOD TOP OF DUCT TOT TOTAL TP TRAP PRIMER, TOTAL PRESSURE TSP TOTAL STATIC PRESSURE TU TERMINAL UNIT TYP TYPICAL UH UNIT HEATER LION UNLESS OTHERWISE NOTED V VENT, VOLT VA VALVE VAV VARIABLE AIR VOLUME VEL VELOCITY VFD VARIABLE FREQUENCY DRIVE VTR VENT THROUGH ROOF W WASTE, WATER, WATT, WIDTH WB WET BULB WG WATER GAGE WH WATER HEATER, WALL HYDRANT WTR WATER SAZAN G R 0 1 1 ` 600 Stewart St., Ste. 1400 Seattle, Washington 98101 ITel 206.267.1700 r Fax 206.267.1701 SAZAN# 911-23005 MECHANICAL SHEET INDEX M000 GENERAL NOTES, ABBREVIATIONS AND SHEET INDEX M001 MECHANICAL LEGEND M002 MECHANICAL COMPLIANCE FORMS M003 MECHANICAL COMPLIANCE FORMS M004 MECHANICAL COMPLIANCE FORMS M005 MECHANICAL COMPLIANCE FORMS M006 MECHANICAL COMPLIANCE FORMS M007 MECHANICAL COMPLIANCE FORMS M200 MECHANICAL SCHEDULES MD310 HVAC - DEMOLITION PLAN M310 HVAC PLAN M700 MECHANICAL DETAILS Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 OF �1911000� �'ISTER `SIONAL� 03/2j/2023 Z O W o W >m N w� J �a H Q Z_ 0 Qz Z m o0 Cn J Lo (o LLI DRAWING ISSUE DATE DESCRIPTION 03/31/2023 ISSUE FORBID SHEET TITLE GENERAL NOTES, ABBREVIATIONS AND SHEET INDEX SHEET NO. M11111111 Drawn DS Checked FI © 2023 JOHNSTON ARCHITECTS Iu SYMBOLS LEGEND - GENERAL SYMBOL I DESCRIPTION #� I DRAWING CONSTRUCTION ("FLAG') NOTE X XX I EQUIPMENT IDENTIFIER MATCHLINE f REVISION CLOUD (ENCIRCLES DRAWING CHANGES MADE SINCE THE PREVIOUS RELEASE) REVISION REFERENCE — — — — I EXISTING TO BE REMOVED (HATCH) HEAVY LINEWEIGHT INDICATES NEW WORK LIGHT LINEWEIGHT INDICATES EXISTING INFORMATION POINT OF CONNECTION J. X DETAIL REFERENCE XX.XX DETAIL IDENTIFICATION NUMBER SHEET WHERE DETAIL IS DRAWN aX ELEVATION REFERENCE XX.XX ELEVATION IDENTIFICATION NUMBER SHEET WHERE ELEVATION IS DRAWN X SECTION REFERENCE SECTION XX.XX IDENTIFICATION NUMBER SHEET WHERE SECTION IS DRAWN N (j) NORTH REFERENCE SYMBOLS LEGEND - PIPING SYMBOL DESCRIPTION SOIL OR WASTE — — — — — — — — VENT RL RAIN LEADER ORL OVERFLOW RAIN LEADER ID INDIRECT DRAIN — COLD WATER — — HOT WATER — -- HOT WATER CIRCULATING 140' HW 140' POTABLE HOT WATER 120' HW 120' POTABLE HOT WATER F FIRE SPR SPRINKLER STP STANDPIPE HPS HIGH PRESSURE STEAM HWS HEATING WATER SUPPLY HWR HEATING WATER RETURN CHS CHILLED WATER SUPPLY CHR CHILLED WATER RETURN REDUCER, CONCENTRIC WYE STRAINER WITH CAPPED HOSE AND BLOWDOWN VALVE ANGLE VALVE AUTOMATIC CONTROL VALVE - TWO WAY (PNEUMATIC OPERATOR SHOWN) M AUTOMATIC CONTROL VALVE - THREE WAY (ELECTRIC OPERATOR SHOWN) 'el BUTTERFLY VALVE FLEXIBLE CONNECTION IN PIPING P A V RV MANUAL AIR VENT (MAV), AUTOMATIC AIR VENT (AAV) PRESSURE GAUGE THERMOMETER 4 1 � THERMOMETER WELL o SIGHT GLASS HOSE BIB a N Cl) co N O N 6') N Cl) a� c SYMBOLS LEGEND - AIR HANDLING SYMBOL DESCRIPTION SUPPLY AIR DUCT - UP SUPPLY AIR DUCT - DOWN RETURN AIR DUCT - UP RETURN AIR DUCT - DOWN OUTSIDE AIR DUCT - UP OUTSIDE AIR DUCT - DOWN EXHAUST AIR DUCT - UP EXHAUST AIR DUCT - DOWN FLAT -OVAL DUCT - TURNING TOWARD FLAT -OVAL DUCT - TURNING AWAY INCLINE RISE (R) OR DROP (D) IN DIRECTION OF ARROW R — FLEXIBLE CONNECTION AP AP AD ACCESS DOOR (AD) OR ACCESS PANEL (AP) VOLUME DAMPER FD FD FIRE DAMPER SD SD SMOKE DAMPER FSD FSD FIRE SMOKE DAMPER M MOTOR OPERATED DAMPER BDD BDD s--�� BACKDRAFT DAMPER /A\\\\ FLEXIBLE DUCT SYMBOLS LEGEND - PIPING SYMBOL DESCRIPTION S STEAM TRAP ASSEMBLY F/T F/T = FLOAT AND THERMOSTATIC F = FLOAT T = THERMOSTATIC B = BUCKET IB = INVERTED BUCKET I = IMPULSE 0 = ORIFICE A PIPE ANCHOR PIPE ALIGNMENT GUIDE C CONTROL VALVE STATION PIPE SUPPORT PS P/T PRESSURE/TEMPERATURE TEST PORT CAP PLUG UNION WYE STRAINER GATE VALVE GLOBE VALVE BALL VALVE BALANCING OR PLUG VALVE � NEEDLE VALVE PRESSURE REDUCING VALVE BALANCING/MEASURING VALVE Y RELIEF VALVE CHECK VALVE C PIPE TURNING DOWN / AWAY 0— PIPE TURNING UP / TOWARDS PIPE DOWN TEE PIPE DOWN TEE / AWAY PIPE UP TEE / TOWARDS SYMBOLS LEGEND - AIR HANDLING SYMBOL DESCRIPTION ROUND, 90' ELBOW, R/W OR R/D = 1.5 RECTANGULAR, 90' ELBOW, R/W OR R/D = 1.5 RECTANGULAR OR ROUND, 90' ELBOW, R/W OR R/D = 1.5 SQUARE CORNER ELBOW WITH TURNING VANE 45' BRANCH CONNECTION RECTANGULAR BRANCH TO RECTANGULAR DUCT CONNECTION WITH 45' TAPER ROUND OR RECTANGULAR BRANCH TO ROUND OR RECTANGULAR DUCT CONNECTION ROUND BRANCH TO RECTANGULAR DUCT CONNECTION ROUND BRANCH TO ROUND DUCT CONNECTION TRANSITION OR REDUCER - NOTED FOT (FLAT ON TOP) OR FOB (FLATON BOTTOM) IF REQUIRED RECTANGULAR TO ROUND TRANSITION SYMBOLS LEGEND - PIPING & AIRFLOW DIAGRAMS SYMBOL DESCRIPTION PIPING OR DUCTED AIRFLOW — — — — — — NON -DUCTED AIRFLOW — — — — — — — — ELECTRICAL CONNECTION FLOW CONTINUATION ARROW COMPLEX INTERLOCK (ELEC., PNEUMATIC, ETC.) — — — — CONNECTION TO CENTRAL MONITORING AND CONTROL SYSTEM (CMCS) PUMP O CENTRIFUGAL FAN MO ELECTRIC MOTOR/STARTER ASSEMBLY 4 ELECTRIC MOTOR OPERATOR (VALVES AND DAMPERS) ❑O FLOOR DRAIN O FUNNEL DRAIN ® ® FLOOR SINK (SQUARE AND ROUND) FLOW DIRECTION SYMBOLS LEGEND - AIR HANDLING SYMBOL DESCRIPTION X XX EQUIPMENT WITH EQUIPMENT IDENTIFICATION OT THERMOSTAT IC CO2 AND OCCUPANCY SENSOR DIFFUSER IDENTIFIER 10x10 A 100 CONNECTION SIZE AIR FLOW (CFM) DIFFUSER TYPE MARK ® ® CEILING SUPPLY DIFFUSER CEILING RETURN DIFFUSER —� SIDEWALL GRILLE DIFFUSER AIRFLOW, SUPPLY AIRFLOW, RETURN {}� DOOR UNDERCUT SYMBOLS LEGEND - FIRE PROTECTION SYMBOL DESCRIPTION F FIRE EQUIPMENT WITH EQUIPMENT IDENTIFICATION 7 FDC J FIRE DEPARTMENT CONNECTION PRESSURE REGULATING VALVE WITH SUPERVISORY SWITCH O PENDANT SPRINKLER HEAD O UPRIGHT SPRINKLER HEAD SYMBOLS LEGEND - MEDICAL GASES SYMBOL DESCRIPTION 02 OXYGEN MA MEDICAL COMPRESSED AIR MV MEDICAL VACUUM WAG WASTE ANESTHETIC GAS MA MEDICAL AIR OUTLET WAGD� WAG WASTE ANESTHETIC GAS DEVICE NO2 NITROUS OXIDE (NITROUS) N2 NITROGEN CO2 CARBON DIOXIDE ETO ETHYLENE OXIDE MEDICAL GAS VALVE (SERVICE VALVE) ZONE VALVE BOX ZD ❑ MEDICAL GAS ALARM BOX MAB MA MEDICAL AIR PRESSURE SENSOR 0 HOSE REEL (RETRACTABLE) SYMBOLS LEGEND - LABORATORY SYMBOL DESCRIPTION + NON POTABLE COLD WATER ++ NON POTABLE HOT WATER +++ NON POTABLE HOT WATER RECIRCULATE LA LABORATORY AIR LV LABORATORY VACUUM SAZAN G R 0 1 1 ` 600 Stewart St., Ste. 1400 Seattle, Washington 98101 ITel 206.267.1700 r Fax 206.267.1701 SAZAN# 911-23005 Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 OF �1911000k �'ISTER `SIGNAL �� 03/2�/2023 Z 0 W o W CV w� J �a H 0 Z_ 0 a z Z m o0 Cn J (o LLI DRAWING ISSUE DATE DESCRIPTION 03/31/2023 ISSUE FOR BID SHEET TITLE MECHANICAL LEGEND SHEET NO. Drawn DS Checked FI © 2023 JOHNSTON ARCHITECTS Iu MECHANICAL COMPLIANCE SUMMARY 2018 WSEC Compliance Forms for Commercial Buildings including Group R2, R3 & R4 over 3 stories and all RI Administered by: ©2023 NEEA, All rights reserved Project & Applicant Information Project Title Sno-Isle Edmonds Library -2018WSEC For Building Department Use: Date: Mar 29, 2023 Project Address 650 Main Street Edmonds, WA 98020 Applicant Name Gaurav Mehta Applicant Phone 206-267-1700 Applicant Email gmehta@sazan.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com General Occupancy All Commercial T elne ral Building Use public Services, Library Building Cond. Floor Area 17,050 New Building Project Cond. Floor Area 17,050 Floors Above Grade 2 General Project Types Alteration or Addition Alteration Multiple Zone Systems & Mechanical ScopeMechanical Scope Equipment Compliance Method Compliance Method 1 -General Mechanical Project Description Replace existing diffusers, grilles, and ductwork to accommodate new layout/ceiling type for large meeting room, quiet room, staff focus room, open reading area, and staff lounge within the existing building. All existing ventilation, heating, and cooling equipment shall remain. Project Mechanical Scope Economizer Exception(s) DOAS Ventilation Higher Equipment Equipment Efficiency Compliance Mechanical Compliance �'P e Applied? Provided? Efficiency Option Applied? y O P PP Verification Scope and Method Multiple Zone Systems & Alteration Equipment No No NA COMPLIES Additional Efficiency Credits Included (AEC) Does building include occupancy classifications requiring No Does project include DOAS equipment? P I No DOAS? Based on project scope do TSPR requirements apply? No Do allsystems comply with Appendix D standard reference design or qualify for an exception to No TSPR. Scope & Space Conditioning ALTERATION - MULTIPLE ZONE SYSTEMS & EQUIPMENT Compliance Verification COMPLIES Multiple Zone Air Systems Category - Central air handling unit, hydronic Air Systems Summary Information System ID Supply Airflow Control== Ventilation Standard Ventilation CFM Ventilation Air Source Paired with DOAS Ventilation energy recovery I Energy Recovery I Efficiency (%) AHU-1 I Variable air volume I IMC Multiple Zones Ventilation 4,760 Integral I Not -provided, not required Air Terminal Equipment System ID Air Terminal Type Specific Type Quantity Cooling Capacity (Btu/h) Heating Capacity (Btu/h) Reheat Type AHU-1 Fan -powered terminal units Series Electric Air Systems & Equipment Details System ID Area(s) Served Location In Project Documents - Plan/Detail # AHU-1 All M200 2 n 66 N M N O N N m c SAZ AN G R O U P 600 Stewart St., Ste. 1400 Seattle, Washington 98101 Tel 206.267.1700 fl) Fax 206.267.1701 SAZAN# 911-23005 Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 03/29/2023 Cn 0 Z 0 W o Wc::) CV w� U QU) I--- U� O Z r) Q Z Z O o Q C� J (o w DRAWING ISSUE DATE DESCRIPTION 03/31/2023 1 ISSUE FOR BID SHEET TITLE MECHANICAL COMPLIANCE FORMS SHEET NO. M002 Drawn DS Checked FI © 2023 JOHNSTON ARCHITECTS .11 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2023 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com Project: Sno-Isle Edmonds Library - 2018 WSEC 650 Main Street Edmonds, WA 98020 Date: 2023-03-27 Applies Code Section Code Provision Compliance Information Required In Permit Location in Building Department Documentation Documents Notes SCOPE C103.1 Construction For a shell & core or tenant space (first build - documents - General out) project, indicate if there is no mechanical scope included in the project. YES C103.1 Construction For an alteration project, indicate if there is documents - General no mechanical scope included in the project. PERFORMANCE CRITERIA & SYSTEM DESIGN NA C403.1 Exempt process Identify equipment used by manufacturing, equipment industrial or commercial processes that are not for space conditioning or maintaining comfort and amentities for occupants; identify provisions applicable to this equipment per C403.1.1 YES C403.1.2 NA C403.1.3 NA C403.2.1 C403.4.2.2 NA NA M000, Scope of Work C403.1 exception HVAC total system For systems serving office, retail, library or performance ratio education occupancies, provide a TSPR report (TSPR) that demonstrates the proposed design ratio is equal to or greater than the standard reference design ratio, or exception applied Calculation of heating Provide load calculations performed per See supplemental and cooling loads ASHRAE Std 183 or equivalent, using design document for Load parameters per C302 and Appendix C; calcs include load adjustments to account for energy recovery Data centers Provide documentation that demonstrates that data center systems comply with the maximum allowed Design MLC and Annualized MLC per ASHRAE 90.4 with 2018 WSEC adjustments per climate zone Zone isolation If there are HVAC zones that are intended to be occupied non -simultaneously, identify isolation zone areas on plans; if multiple zones intended to be occupied simultanteously will be combined into a single isolation zone, include on plans that the combined zone area does not exceed 25,000 sf and does not include more than one floor; or exception applied Indicate locations of associated zone isolation dampers in HVAC distribution system Refer to HVAC Controls section in Requirements List for applicable automatic setback and shutdown controls requirements EQUIPMENT SELECTION & PERFORMANCE c 2018 WSEC Requirements for Commercial Buildings including Group R2 R3 & R4 over 3 stones &all R1 - Administered b 02023 NEEA All rights reserved q 9 9 P Y 9 The followinginformation is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the ry P PP p Y Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.3.5.2 Heating / cooling system controls with DOAS C403.3.5.3 Decoupled DOAS supply air Indicate systems and equipment associated with the delivery of zone level heating and cooling (fans, hydronic pumps, primary air dampers, etc) are configured to shut off, and central eqiupment is configured to turn down, when there is no call for heating or cooling in the zone they serve If applying Exception to heating / cooling fans used for air mixing in the space during deadband periods, include fan watts per cfm in equipment schedule Indicate method of delivery of DOAS supply air to the occupied space (directly into space, downstream of terminal heating / cooling coils); or exception applied C403.6.1 Multiple zone DOAS For DOAS serving multiple zones, indicate controls configured to reduce the volume of outdoor air in each zone independently when the zone is unoccupied; or exception applied ADDITIONAL EFFICIENCY CREDITS - DEDICATED OUTSIDE AIR SYSTEMS (DOAS) C406.6 DOAS For building occupancies not subject to the C406.7 FANS AND FAN CONTROLS NA C403.8.1 NA 2 n _rn 66 N ri M N 0 N rn N co m c requirements of Section C403.3.5, to comply with this additional efficiency credit, provide calculations that demonstrate 90% or more of the total floor area of all occupied, conditioned spaces are served by a DOAS per C403.3.5 High performance For all building occupancies, to comply with DOAS - Energy this additional efficiency credit, demonstrate recovery compliance with C406.6 effectiveness and fan power Indicate energy recovery sensible effectiveness of all DOAS is > 80% For each system, indicate that total system fan power does not exceed 0.5 watts per cfm Fan power limitation For all HVAC fan systems that provide heating and / or cooling and all DOAS, provide system total nameplate hp in equipment schedules on project plans For all applicable HVAC systems with total fan motor nameplate hp > 5hp, verify fan system motor hp or bhp complies with fan power limits per equations in Table C403.8.1(1) Terminal units installed in conjunction with a DOAS (hydroninc heat pumps, VRF heat pumps, chilled/hot water terminal units, variable volume terminal units) shall be treated as independent air -handling units for purposes of fan power calculations 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2023 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.3.1 Equipment and Indicate that output capacities of heating and system sizing cooling equipment and systems are no greater than the smallest available equipment size that exceeds the calculated loads; note exceptions applied NA C403.3.2 HVAC equipment Provide equipment schedules on plans and in C403.9.1 performance WSEC mechanical equipment compliance requirements reports; indicate equipment type, calculated (efficiency) loads, capacity, rated and WSEC minimum efficiencies for all heating and cooling equipment; include supply and ventilation air cfms and operating hours for all air systems; identify heating and cooling equipment that does not have a corresponding WSEC minimum efficiency (manufacturer rated) NA C405.8 Electric motor List all motors >_ 1/12 hp (that are not integral efficiency to a rated piece of equipment) in the mechanical or electrical equipment schedules on plans; indicate motor type and applicable efficiency table, hp, rpm, number of poles and rated efficiency, or exception applied NA C403.3.2 Gas and oil -fired For forced air furnaces with capacity > forced air furnace 225,000 Btu/h and all unit heaters, indicate in and unit heaters equipment schedule intermittent ignition or IID, flue or draft damper, and rated jacket loss NA C403.3.2.4 Packaged electric Verify all packaged electric equipment with > heating / cooling 6,000 Btu/h cooling capacity and any amount equipment of heating is a heat pump; include in equipment schedules NA C403.3.3 Hot gas bypass For cooling equipment with hot gas bypass, limitation for DX provide either multiple step unloading or cooling equipment continuous capacity modulation; indicate bypass capacity per Table C403.3.3 NA C403.3.2.5 Humidification For cooling systems with humidification equipment that are also required to have air economizer, indicate humidifier is adiabatic (direct evaporative or fog atomization), or exception applied C403.3.2 Hydronic equipment Refer to Requirements List section Hydronic Systems - Equipment Selection & Performance for selection criteria specific to chillers and boilers NA C403.9 Heat rejection Refer to Requirements List section Heat equipment Rejection Systems - Equipment Selection & Performance for selection criteria specific to cooling towers, dry coolers and condensers (air-cooled and evaporative) EQUIPMENT SELECTION & PERFORMANCE - DEDICATED OUTSIDE AIR SYSTEMS (DOAS) c 2018 WSEC Requirements for Commercial Buildings including Group R2 R3 & R4 over 3 stones &all R1 - Administered b 02023 NEEA All rights reserved q 9 9 P Y 9 The followinginformation is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the ry P PP p Y Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.8.2 NA C405.8 NA C403.8.3 C403.8.4 NA C403.2.3 NA NA Motor nameplate hp For all applicable HVAC systems with total fan motor nameplate hp > 5hp, indicate fan motors specified are the smallest available motor hp size greater than fan bhp, note exceptions applied Fractional hp fan For all fractional hp fan motors (1/12 - 1 hp), motors indicate that motors comply with applicable WSEC efficiency tables; if motor type is not listed in an efficiency table, indicate whether fan has an electronically commutated motor, has motor rated efficiency of at least 70%, or exception applied Fan efficiency For individual fans > 5hp, and multiple fans combined in series or parallel that operate as the functional equivalent of a single fan with a combined total motor hp > 5hp, indicate in equipment schedule that rated FEG for all applicable fans is > 67, or exception applied; indicate these fans are sized so total efficiency is within 15% of the fan maximum total efficiency Group R occupancy For all exhaust fans < 400 cfm in Group R exhaust fan efficacy occupancies, indicate in equipment schedule the fan flow rate and efficacy (cfm/watt), or exception applied; refer to Table C403.8.4 Variable flow For fan motors > 7.5 hp, indicate method of capacity - fans variable flow control (VSD or equivalent method) in equipment schedule, or exception applied C403.8.5.1 Fan airflow control For DX air handling units with cooling capacity > 42,000 Btu/h and evaporative and chilled water air handling units with fan >_ 0.25 hp, indicate whether system is single zone or multiple zone and related control method (cooling capacity controlled in response to space temperature, space temperature is controlled by modulating supply airflow, or both) For mechanical cooling systems (includes DX and chilled water coils) that control cooling capacity in response to space temperature - Provide a minimum of two stages of fan control; indicate minimum fan speed is <_ 66% of full speed drawing <_ 40% of full speed fan power during periods of low cooling or ventilation only 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2023 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.3.5 Dedicated outdoor air For buildings with occupancies required to C403.3.5.4 systems comply with the DOAS provisions per Table C403.3.5, identify on plans all occupancies in the building and indicate which occupied spaces are required to have ventilation air delivered by a DOAS; or exception applied If natural ventilation exception is applied, identify these spaces on plans; indicate operable window area complies with IMC Section 402; provide documentation describing how required ventilation will be provided during all occupied hours, including during inclement weather If high efficiency VAV exception is applied, identify these spaces on plans; refer to Single Zone VAV section for Groups A-1, A-2 and A-3 occupancy classifications, or Multiple Zone VAV for other than Groups A-1, A-2 and A-3 (per Table C403.3.5) If compliance with the DOAS provisions is deemed to be impractical, provide documentation that demonstrates the alternate design strategy applied that achieves a comparable level of energy efficiency, as pre - approved by the AHJ Refer to Requirements List section after Multiple -Zone Air Systems for High Efficiency Multiple -Zone VAV Systems exception to C403.3.5 DOAS Refer to Requirements List section after High Efficiency Multiple -Zone Air Systems for High Efficiency Single -Zone VAV Systems exception to C403.3.5 DOAS C403.3.5.1 DOAS energy For all DOAS systems, indicate exhaust air recovery method and ER method and basis of rated effectiveness effectiveness (sensible or latent); indicate >_ 60% sensible or >_ 50% enthalpy ER effectiveness based on delta between outdoor air and return air enthalpies at design conditions; or exception applied If applying exception for DCV, identify occupant load in space and airflow control configured to reduce ventilation rate by >_ 50% when occupancy is less than design occupancy C403.3.5.1 DOAS fan power For DOAS with total system fan hp < 5 hp, indicate total system fan power does not exceed 1 watt per cfm For DOAS with total system fan hp >_ 5 hp, indicate total system fan power complies with fan power limitation per Section C403.8.1 2018 WSEC Reguiramerms for Commercial Buildings including GNup R2, R3 & RA aver 3 stores $ al R1 -• Jldmirlstered by 021323 NEE* All dais rewroed The %flawing infalmalion is necessary 1a uhcck a mechanical parmil appicalion for mmplonua whh the n-rschonical s}ssems and equipment requirements in The Washington SIaLa Erlergy03de, Gornnxrcial Prmnsions. Far iLuestians nbauLIhis report, o3r4act WSIEC C3mnxraaITechnicalSu pport a 1360.539.5300 arwia ern ai aLmm.lechsupperb senergVa3des.carn NA F6rotherriie0oikeal coaliiigskmemk {includes DX and chilled waLer ails? filar "ml spacc ternpernture by mxtWlnting airflow Tin lieu oF. or in addi6m roF C&M r01 I in 1g 03POCiIy i I L Ye.4POIWt Lo 43be lemper3wrej • Phoxide fan cnntNAk far rrwd0acing mpplyairflo-; indlc.nitlnimmum fBrL speed ii :r� h of Full speed drawing < 30% of full d fam ]v%tr duringperio"of 'km ciralingnr KenlilLfthm Lnl}; DFexLepli{n applied ADDITIG AL E1E`FICIEKCYPACKAGE OPTION MORE EFFWTENTHVAC EQUIPMENT R VAN PERF>DRMANCE- a{USTCOMPLY WIYH ALL.5 rROVILSI0M TO RE JE:LIGI BLE C,14 i.2.1 I I'r A-C %N%,Ic-n scl�4litin C406.2.2 6111131nuni Lqu3im ini ("•:Ilh.=.a 611113rnuni lam tf11C'I L'ncy Knuk VENUILATION. EXHAUST & ENERGY RECOVER YES C4W.2.11 Widillaliau Tl)trlrnply-with rhasadabLiixml efficiency crpAil, pnnvidc ciikuhitionk1KM demon- zmv i NLed on h swing and lilrg ourpm cupac'ILY) 1hal' Y* L7 iuL7 :orall HVAC Lyuipmeru serving aindilianed flnur areas have J cam%pending WSEC li,;IM Olicicncy; tYr excepion applied hi ad&lirm lu !)'.;Umi .-tIL'L'1iL111 n_?I1urL'11WILI. irrdicaAe that allms miahod healingsnd-rAmlinS Noipmenl hiivca mlcd cfficiency rtvall q4if}MORpcefrrmlalrL cri�triaahcJtilrg. c4wlir.�. ful.] Iuad_ purr luadI 111u1 k; JL IL:aM I SrF hewer Than Lhe liw" WSEC' erFkiamy-_ include Swine agWr iml ek"minn! applied For �,kwms rquiircd Lo ix"c a n!?R relxirl 1rerC41W.I.L_ 1JL-umisirJ[C LhaL IhC IIfrIllLrced Cl e%36m raIN5 iN ai minimum higher IF -an chexlurKJmrd rcFcFcFm design rosin For p ropae i!, coi -fl p I } I n g -v i LL we i gb ied u4crage #fCxiL K:y L'J4Lk11lILAl. hVIL11It C-aILu]Jlmrec LhaL drmumrtralc Ihe inmall avTraSc hiener Lhan e efficicxWk or all egllirKnCM mrfnrnAncc 4 riwria f oc all equ ipmerll i4 } 15%. iWic-me III= 01 LgUL1H71L'111 hen JL ILJ%1 MA 11eLILr RILM cXKIC Crf ILiOML'k Fws'lr m4xerMinRkm- enerp_ti'and w ni- hcJLed 4p ccL, irmliei11c dw 9&:-. +x nwwc of Irks LJIIUL huaLinig OULpuI LUFdULY 1N pMr.K1Ld by eloLLriL inlraral ar gax• riracJ radian) ecluipmanl For IcvAlircd hoidnp np111i"Iii" oltlk Ln LiddLIKHI IV !F)-;LU11 MIL'L'rIV11 Jad L1IWi LM:k' requirrmrals, indk-ale rated Friu nrLin �r L hp 4?N1wall)--;W0almn wpply, rclurn xg exhamm fLuti k } 71: iWime the-t fuw- arc JlUd W die f01 UrfiLkIIL')'al LILMV11 {rich Nan% is within I qr, ar Ibc maxi mmim lrrlul ar�111rir c�fB�i�ncy F [rlditaLe 1r5eLbwa 4ermdauod JiFdeb4ery K4&IKLdiLaL fw IM {natural armezhani,cali farCJL'h FC1rr SAZ AN G R O U P 600 Stewart St., Ste. 1400 Seattle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN# 911-23005 Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 �IflIVAL 03/29/2023 Z 0 W o W N w� 0 Z 0 Z Q0 Z M W _ o0 C� J (o LU DRAWING ISSUE DATE DESCRIPTION 03/31/2023 ISSUE FOR BID SHEET TITLE MECHANICAL COMPLIANCE FORMS SHEET NO. M003 Drawn DS Checked FI © 2023 JOHNSTON ARCHITECTS 'Nil 2 n N 66 N M co N O N N m c 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2023 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com YES NA C403.2.2.2 Exhaust NA C403.4.2.4 Exhaust system off - hour controls L_ C403.3.6 YES C403.7.1 YES C403.7.2 NA C403.7.3 If mechanically delivered, indicate that M200 ventilation systems are configured to provide not more than 150% of, but at least the minimum required volume of outdoor air to each zone per IMC, ASHRAE 62.1 or other applicable code (WAC, OSHA, etc); or exception applied If delivered via natural ventilation, identify required elements per IMC including: minimum openable area to the outdoors or qualifying adjoining spaces; criteria for ensuring required ventilation is provided during all occupied hours of the year (including during inclement outdoor conditions) Indicate that exhaust systems are configured to provide not more than 150% of, but at least the minimum required volume from each zone per IMC, or other applicable code (WAC, OSHA, etc); or exception applied Refer to Requirements List section 14VAC Controls for off -hour controls requirements for exhaust systems Balanced ventilation For Group R-2 dwelling and sleeping units, for Group R-2 indicate that each habitable space is provided occupancy with a balanced ventilation system; indicate system is provided with energy recovery with 60% sensible recovery effectiveness Demand controlled Identify spaces > 500 sf with occupant load > Note 1 M000, M200, ventilation 25 people/1,000 sf per IMC; for each space M310 indicate whether it is served by an HVAC system with total design ventilation air > 3,000 cfm, and / or the system has airside economizer or automatic modulating outdoor air damper; indicate controls are configured to provide demand controlled ventilation or provide supporting documentation for applied exception Occupancy sensors For gyms, classrooms, auditoriums, Note 2 M000, M200, conference rooms and other spaces with M310 occupant load >_ 25 people/1,000 sf per IMC, that have an area > 500 sf, indicate occupancy - based ventilation air control when space is unoccupied and method (closes outdoor air damper or shuts -off equipment); or alternate means provided to automatically reduce ventilation air when space is partially occupied; or exception applied Ventilation air For ventilation air systems that operate in heating control conjunction with heating and cooling systems, indicate that ventilation air is tempered (via heating or heat recovery) to no greater than 60F when the space conditioning system is in cooling mode c 2018 WSEC Requirements for Commercial Buildings including Group R2 R3 & R4 over 3 stories &all R1 - Administered b 02023 NEEA All rights reserved q 9 9 P . Y . The followinginformation is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the rY P PP P Y Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com HVAC CONTROLS YES C403.4.1 C403.4.1.1 Thermostatic controls Indicate locations of thermostatic and (thermostats and humidity control devices and the zones they humidistats) serve on plans, including perimeter system zones Where adjacent (neighboring) zones are controlled by separate thermostats (including perimeter systems used to offset heat gain or loss), and are connected by permanent openings > 10% of either zone sf area, indicate controls configured to prevent adjacent zones from operating in conflicting modes (one in heat, other in cool); applies to adjacent perimeter zones, adjacent nonperimeter zones, and adjacent perimeter and nonperimeter zones If applying Exception 2 to nonperimeter zones adjacent to perimeter zones, indicate that setpoints and deadband settings in these zones are coordinated so cooling in a nonperimeter zone does not occur until the temperature in that zone is 5°F higher than the adjacent perimeter zone temperature in heating If applying Exception 3 for DOAS, indicate supply air temperature heating setpoint is <_ 65°F and cooling setpoint is >_ 72°F, or method of supply air temperature reset Heat pump Indicate staged heating operation with supplementary heat compression as the first stage of heating and supplemental heating controlled with outdoor lock -out temperature set to 40°F or less C403.4.1.2 Deadband Indicate zone thermostatic controls configured with 5°F minimum deadband for systems that control both heating and cooling C403.4.1.3 Setpoint overlap If separate heating and cooling thermostatic restriction control devices are used to serve a zone, (thermostats) indicate locations of both thermostatic control devices and the zone they serve on plans NA C403.4.1.4 Heated or cooled vestibules NA C403.4.1.4 Heated air curtains Indicate a limit switch, mechanical stop or DDC control with programming to prevent simultaneous heating and cooling Indicate thermostatic controls within heating or cooled vestibules with a heating setpoint <_ 60OF and cooling setpoint >_ 85°F; indicate controls are configured to turn off heating when outdoor temperature is > 45°F; or note exception applied Indicate controls are configured to turn off air curtain heating when outdoor temperature is > 450F M310 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2023 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA NA NA C403.7.4.2 Ventilation controls Refer to Requirements List section HVAC for Group R-1 Controls for Group R-1 temperature setback guestrooms and set-up controls C403.8.4 Group R occupancy exhaust fan efficacy C403.7.5 Enclosed loading C403.7.5.1 dock ventilation C403.7.5 Enclosed parking C403.7.5.2 garage ventilation C403.7.6 Ventilation / exhaust systems energy recovery C403.7.7.1.1 Kitchen exhaust hood C403.7.7.1.2 system C403.7.7.1.3 Indicate method of ventilation and exhaust isolation for each guest room and automatic controls that are configured to turn off ventilation and exhaust airflow when each room is unoccupied Refer to Requirements List section Fans & Fan Controls For enclosed loading docks, indicate ventilation / exhaust system method of activation (gas detection system for CO and NO2, or occupancy sensors), and control method (staged or modulating) For enclosed parking garages, indicate ventilation / exhaust system activated by gas detection system for CO and NO2, and control method (staged or modulating); or exception applied For systems with design ventilation air > 5,000 cfm, or design supply air cfm and % ventilation air exceeding the values in Tables C403.7.6(1) or (2), indicate exhaust air energy recovery method; or exception applied with supporting calculations For rooms served by multiple systems with aggegate design ventilation air > 5,000 cfm, or aggregate design supply air cfm and % ventilation air exceeding the values in Tables C403.7.6(1) or (2), indicate exhaust air energy recovery method; or exception applied with supporting calculations Indicate energy recovery rated effectiveness that increases outdoor air enthalpy by > 50% based on delta between outdoor air and return air enthalpies at design conditions Indicate on plans the type, duty, UL rating and exhaust airflow rate of each kitchen hood Provide calculations that show a balanced accounting of total kitchen exhaust (include all hoods) with % of: supply air, transfer air from adjacent spaces, and make-up air For hoods with make-up air drawn directly into the exhaust air cavity of each hood, indicate that replacement air does not exceed 10% of hood exhaust airflow rate For kitchens with total hood exhaust exceeding 2,000 cfm, indicate that each hood is UL 710 rated and maximum exhaust airflow rate of each hood is per Table C403.7.7.1.2; or exception applied 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2023 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C403.4.1.6 Door switches for Where doors open to the outdoors from a HVAC system conditioned space, indicate automatic controls thermostatic control configured to setback the HVAC system(s) when the door is open for > 5 minutes; indicate method of 14VAC system setback control (turns off the HVAC system or resets the heating setpoint to 55°F and cooling setpoint to 85°F), or exception applied NA C403.4.2 Automatic setback Indicate zone thermostatic controls configured C403.4.2.1 and shutdown with required automatic setback and manual C403.4.2.2 override functions, setback temperatures, and control method (automatic time clock or 7 day programmable controls); note exceptions applied NA C403.4.2.3 Automatic (optimum) Indicate all HVAC systems are provided with start and stop automatic start and stop controls; indicate start controls are configured to adjust the equipment start time as required to bring each area served up to design temperature just prior to scheduled occupancy; indicate stop controls are configured to reduce heating setpoint and increase cooling setpoint by at least 2°F prior to scheduled unoccupied periods NA C403.4.2.4 Exhaust system off- For exhaust systems serving conditioned hour controls spaces in all occupancies other than Group R, indicate method of control and that controls are configured to turn exhaust systems on and off in concert with the ventilation air systems providing their make-up air, or exception applied NA C403.4.2.5 Transfer and For transfer fan or mixing fan systems serving destratification fan conditioned spaces in all occupancies other system off -hour than Group R, indicate method of control and controls that controls are configured to turn fans on and off in concert with the associated HVAC systems, or exception applied NA C403.4.7 Combustion heating For combustion heating equipment other than equipment boilers or radiant heaters with output capacity > 225,000 Btu/h, indicate modulating or staged combustion control NA C403.4.7.1 Combustion Indicate controls that are configured to limit decorative vented operation of combustion appliance, fireplace appliance, and fire pit to <_ 1 hour without override, or combustion fireplace that occupancy sensor controls are provided and fire pit controls 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2023 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.7.7.2 NA C403.7.7.3 NA C4037_R_1 C404.11.4 For kitchens with total hood exhaust exceeding 2,000 cfm, indicate energy efficiency compliance method (demand ventilation, energy recovery, or transfer air that would otherwise be exhausted); or exception applied Laboratory exhaust For buildings with total lab exhaust > 5,000 systems energy cfm, indicate method of energy recovery used recovery to pre -condition laboratory make-up air; energy recovery effectiveness (min 25°F increase in outside air temperature); or alternative method per exception (VAV exhaust, semi -conditioned makeup, or CERM calculation) Transfer air For spaces where conditioned supply air is utilized as transfer air to balance mechanical exhaust, indicate basis of transfer airflow (supply required to meet loads, health/safety requirement, air that would normally be exhausted); or exception applied Shutoff dampers for Indicate locations of outdoor air intake, building isolation exhaust and relief outlet dampers on plans; indicate whether dampers are Class 1 motorized, or gravity and exception applied (include leakage rating, cfm/sf) Indicate location of stairway and elevator hoistway shaft vent dampers on plans; verify dampers are Class 1 motorized; or exception applied Shutoff dampers for Indicate locations of return air dampers that return air are integral to airside economizer operation; verify dampers are motorized; indicate whether dampers are Class 1, or within packaged equipment eligible for leakage rating exception (include leakage rating, cfm/sf) Damper actuation Indicate automatic controls configured to close outdoor air intake, exhaust and relief outlet dampers during unoccupied equipment operation; not including economizer cooling, night flush or IMC required outdoor air / exhaust Indicate method of activation of stairway and elevator hoistway shaft vent dampers (fire alarm or interruption of power) Exhaust system For buildings with pools or spas with water energy recovery for surface area > 200 sf, indicate exhaust air heated indoor pools energy recovery method and use of waste heat and permanent spas (preheat ventilation air, pool water or service hot water); or exception applied Indicate energy recovery system has the rated effectiveness and is configured to decrease the exhaust air temperature at design conditions by >_ 36°F 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2023 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA NA NA NA NA NA C403.7.4.1 Temperature setpoint For hotels / motels with over 50 guest rooms, controls for Group indicate automatic controls for HVAC R-1 guestrooms equipment serving guest rooms are configured to setback (heating) and set-up (cooling) temperature setpoint by at least 4°F when room is unoccupied, and adjust setpint to 60°F (heating) and 80°F (cooling) when room is unrented / vacated; indicate control method - activated by room entry, occupancy sensor or networked guestroom control system C403.7.4.2 Ventilation controls Refer to Requirements List section for Group R-1 Ventilation, Exhaust & Energy Recovery guestrooms C403.4.9 Thermostatic controls For primary space conditioning systems, C403.4.10 for Group R2 / R3 indicate 5-2 programmable thermostats dwelling units and capable of two setback periods per day; Group R2 sleeping indicate each non -primary system is provided units with at minimum an adjustable thermostat, or exception applied. For all thermostats indicate purpose (heating only, cooling only, or both) and required temperature range; indicate thermostats are configured for at minimum a 5°F deadband C403.4.11.1 DDC system Provide central and zone level DDC controls C403.4.11.2 applications, controls as required based on system application, C403.4.11.3 and display capacity or size thresholds and other qualification per Table C403.4.11.1 Identify all DDC system input / output control points in project documents Indicate control capability includes monitoring zone and system level demand for fan pressure, pump pressure, heating and cooling; indicate capability to transfer demand information from zones to air / hydronic distribution system controllers, and to central plant systems and equipment controllers Indicate system has the capability for trending and graphically displaying input / output points C403.5.1 DX air handler For DX air handlers with cooling capacity >_ variable cooling 65,000 Btu/h, indicate number of cooling control(Located stages provided and method (multiple under Integrated compressors and / or variable speed Economizer Control) compressors); indicate minimum displacement (capacity reduction) as % of full load; indicate thermostats are configured with the same number of cooling stages and displacement Indicate control method (cooling capacity controlled in response to space temperature, space temperature controlled by modulating supply airflow, or both) DUCTWORK, SHAFTS AND PLENUMS SAZ AN G R O U P 600 Stewart St., Ste. 1400 Seattle, Washington 98101 6) Tel 206.267.1700 Fax 206.267.1701 SAZAN# 911-23005 Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 �I�IVAL 03/29/ao23 Cn 0 Z O W o W CV c::) w� U LU < QU) I--- U� O Z 0 Q Z Z _ �O 75 o0 C� J (o w DRAWING ISSUE DATE DESCRIPTION 03/31/2023 1 ISSUE FOR BID SHEET TITLE MECHANICAL COMPLIANCE FORMS SHEET NO. M004 Drawn DS Checked FI @ 2023 JOHNSTON ARCHITECTS .11 7 co N 00 N Cl) co N O N or) N Cl) a� c 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2023 NEEA, All rights reserved 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2023 NEEA, All rights reserved 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by ©2023 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. Washington State Energy Code, Commercial Provisions. Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com YES C403.10.1.1 Duct construction Indicate on plans that all ductwork is Note 3 M000 ECONOMIZERS C403.5.4.1 Water economizer For eligible systems where water -side C403.10.2 constructed and sealed per IMC capacity economizer may be provided in lieu of air YES C403.5 Air economizer Identify all cooling systems requiring air M200 economizer, indicate system is capable of NA For outdoor air ductwork, also indicate on required economizer controls in equipment schedules 100% design cooling capacity at 50°F db / plans that ductwork meets air leakage on plans and in WSEC mechanical equipment 45°F wb outdoor air temperatures; indicate if requirements per C402.5 and vapor retarder compliance reports threshold for 100% design cooling capacity requirements per the IBC NA Indicate all systems utilizing air economizer via economizer must be lowered to 45°F db / YES C403.10.2.1 Duct pressure Identify location of low, medium and high Note 4 M000 exceptions in WSEC mechanical equipment 40°F wb due to dehumidification C403.10.2.2 classifications pressure ductwork on plans compliance report, including those with water- requirements C403.10.2.3 side economizer in lieu of air economizer; C403.5.4.2 Water economizer Indicate that the pressure drop across NA C403.10.2.3 High pressure duct Indicate high pressure duct leakage testing indicate on plans and in WSEC mechanical equipment compliance reports all eligible maximum pressure precooling coils and heat exchangers in water leakage test requirements on plans; provide test results to exception(s) taken and measures to comply drop economizer systems do not exceed 15 feet (4572 mm) jurisdiction when completed with exception(s) NA C403.10.1.1 Duct insulation For outdoor air ductwork located within NA C403.4.1 Integrated Indicate air and water -side economizers are NA C403.5.5 DX equipment economizer fault For DX air handlers with economizer and cooling capacity >_ 54,000 Btu/h, provide a C403.10.1.2 conditioned space (upstream or downstream C403.5.1 economizer operation configured for partial cooling operation even detection and fault detection and diagnostics (FDD) system of shutoff damper), identify climate zone and - air and water where additional mechanical cooling is diagnostics to monitor economizer system operation and indicate ductwork insulation R-value per required to meet the load report faults Table C403.10.1.1 on plans; or exception applied NA For DX air handlers with single or multiple HYDRONIC SYSTEMS - EQUIPMENT SELECTION & PERFORMANCE stages of mechanical cooling; indicate controls NA For supply and return air ductwork located are configured with air economizer as the first C403.3.2.1 Maximum air cooled For chilled water plants and buildings with > within unconditioned space or outdoors, stage of cooling chiller capacity 500 tons of cooling capacity, indicate air - identify climate zone and indicate ductwork cooled chiller capacity is <_ 100 tons, or insulation R-value per Table C403.10.1.2 on NA Refer to Requirements List section HVAC exception applied plans; or exception applied Controls for additional requirements for DX air handlers C403.6.7 Large capacity For buildings >_ 300 tons of cooling capacity, YES For supply air ductwork located within M200 cooling systems indicate method of multi -stage or variable conditioned space, identify on plans if design NA C403.5.2 Economizer heating Verify control method of HVAC systems with capacity control (VSD, multiple staged supply air temperature is < 55°F or > 105°F; system impact - air economizers does not increase building compressors, or max capacity of any single indicate ductwork insulation R-value per and water heating energy usage during normal operation unit Table C403.10.1.2 on plans; or exception applied NA C403.5.3.1 Air economizer Indicate modulating outdoor air and return air C403.3.2.2 Non-standard water- For water-cooled centrifugal chillers not capacity dampers are configured to provide up to cooled centrifugal designed for operation at standard conditions, YES For return and exhaust air ductwork located M200 100% outdoor air for cooling chillers provide calculations documenting maximum within conditioned space (upstream of the full load and part load rated equipment shutoff damper) and downstream of an energy NA C403.5.1 Air economizer Indicate that economizer controls are performance requirements recovery media, indicate ductwork insulation C403.5.3.2 controls and configured to provide partial economizer R-value per Table C403.10.1.2; or exception integrated operation cooling when additional mechanical cooling is C403.3.3 Hot gas bypass For cooling equipment with hot gas bypass, applied also required to meet the cooling load limitation for chillers provide either multiple step unloading or NA For exhaust and relief air ductwork located NA Indicate that control of economizer dampers p continuous capacity modulation; indicate bypass capacity per Table C403.3.3 within conditioned space and downstream of is not based only on mixed air temperature; or the shutoff damper, indicate ductwork exception applied for systems with cooling C403.4.3 Large capacity boiler For hydronic systems with only a single boiler insulation R-value per Table C403.10.1.2; or capacity <_ 65,000 Btu/h C403.3.4 systems that has > 500,000 Btu/h input capacity, exception applied NA C403.5.3.3 Air economizer high Indicate high limit shut-off control method indicate multi -stage or modulating burner NA C403.10.1.1 Shaft and plenum For outdoor air shafts and plenums, indicate limit controls and required high limit per Table C403.5.3.3 For boiler system (single or mulltiple) with > C402.1.3 insulation on plans that the R-value of insulation on NA C403.5.3.4 Relief of excess Refer to Requirements List section 1,000,000 Btu/h input capacity, indicate these elements complies with Table C402.1.3 outdoor air Ventilation, Exhaust &Energy Recovery turndown ratio per Table C403.3.4 and for steel -framed walls method (multiple single input boilers, NA Indicate relief air outlets are sized and modulating boilers, or combination) PIPING configured to relieve excess building air C403.10.3 Piping insulation Indicate design temperature range of fluid during air economizer operation to prevent g p p C403.2.3 Variable flow capacity - pumps For pump motors >_ 7.5 hp, indicate method of variable flow control (VSD or equivalent conveyed in piping and thickness of insulation building over -pressurization method) in equipment schedule, or exception (in inches) on hydronic piping plans; or NA Indicate relief air outlet are located to avoid applied exception applied recirculation into the building HYDRONIC SYSTEMS -CONTROLS C403.10.3.1 Protection of piping Indicate method of protection of pipe insulation insulation from damage / degredation on Boiler sequencing Indicate automatic controls that sequence hydronic piping plans operation of multiple boilers 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories &all R1 - Administered by 02023 NEEA, All rights reserved 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories &all R1 - Administered by 02023 NEEA, All rights reserved 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories &all R1 - Administered by 02023 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code Commercial Provisions. 9 9Y Washington State Energy Code Commercial Provisions. 9 9Y Washington State Energy Code Commercial Provisions. 9 9Y For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.4.3.2 Two -pipe changeover Indicate changeover deadband is >_ 15°F C403.4.3.3.1 Water loop heat Indicate method of water loop temperture C403.9.2.2 Steam condensate For buildings with on -site steam heating systems outdoor air temperature; indicate controls are pump - temperature control (central plant equipment controls are systems heat recovery systems, indicate condensate water heat configured so that heating / cooling modes are deadband configured to provide > 20°F water supply recovery and use of recovered heat active for at minimum 4 hours before temperature deadband between heat rejection changeover and that the delta between heating and heat addition modes, or controls are For buildings that use off -site generated steam / cooling supply temperatures at changeover configured for system loop temperature where condensate is not returned to the point is optimization source, indicate on -site condensate water heat recovery C403.4.1.5 Heating water For boilers that provide building heating via C403.4.3.3.2 Water loop heat Indicate type of cooling tower (open- or temperature setback one- or two -pipe systems, indicate controls pump - heat rejection closed-circuit) in equipment schedule; C403.9.2.3 Refrigeration For buildings with food service, meat or deli that provide heating water temperature equipment indicate whether the cooling tower is used condenser heat departments that have >_ 500,000 Btu/h of setback based on outdoor temperature directly in the heat pump loop or in recovery remote refrigeration capacity for coolers / conjunction with a separate heat exchanger; freezers, indicate condenser heat recovery and C403.4.4 Hydronic system part For heating and chilled water systems with > indicate method used to limit system heat loss use of captured energy (service water heating, load controls and 300,000 Btu/h output capacity, indicate when heat rejection is not needed space heating, or dehumidification reheating) supply -water system controls are configured to temperature reset automatically reset supply water temperature C403.4.3.3.3 Water loop heat For hydronic heat pump systems with total For buildings with >_ 40,000 sf conditioned based upon demand; or exception applied pump - isolation system power > 10 hp, indicate 2-way floor area and >_ 1,000,000 Btu/h of remote valves isolation valves on each heat pump and refrigeration capacity, indicate condenser heat Indicate automatic pump flow controls are variable flow system control recovery to pre -heat service water; indicate configured to reduce system flow rate by >_ remaining recovered heat is applied to space 50%, or the maximum allowed by the HEAT REJECTION SYSTEMS - EQUIPMENT SELECTION & PERFORMANCE heating or dehumidification reheating equipment manufacturer, based upon the heating or cooling loads; or decribe why not C403.9.1.3 Centrifugal fan open- For open -circuit centrifugal fan cooling C403.9.2.4 Heat recovery for For buildings that operate > 70 hour per week, required circuit cooling towers towers with >_ 1,100 gpm capacity, indicate space heating that are not served by a DOAS with energy cooling towers comply with efficiency recovery, and have > 1,500,000 Btu/h of heat For hydronic systems with output capacity >_ requirements for axial fan open circuit rejection capacity and > 0.45 cfm per sf of 300,000 Btu/h that serve heating water cooling towers design minimum supply airflow with reheat, systems, chilled water systems and water- indicate condenser heat recovery is provided cooled unitary air conditioners, indicate that HEAT REJECTION & RECOVERY - CONTROLS for space heating that complies with Sections pumps are provided with a variable speed C403.9.1.1 C Fan speed control For each fan powered by an individual motor C403.9.2.4.1 or C403.9.2.4.2 or C403.9.2.4.4 drive if one of the following conditions apply: 1) System pump motor hp is > 2 hp and 403.9.1.2 or array of motors, with total connected fan C403.9.2.4.1 Water to water heat Indicate that 90% or more of the total pumps are designed to operate continuously or power > 5 hp (including motor service C403.9.2.4.4 recovery n building space heating and ventilation air g p g per time schedule; 2) System pump motor hp factor), indicate method of automatic fan design loads are served by heat energy is >_ 7.5 hp and pumps are controlled by speed control (adjusted based on leaving fluid rejected from either a heat recovery chiller or automatic DDC configured to only operate temperature or condenser temperature / the cooling loop of water to water heat pump pumps when there is a call for zone heating or pressure of heat rejection device); verify fan equipment selection provides <_ 30% design wattage at cooling 50% design airflow C403.9.2.4.2 Exhaust heat recovery Indicate that waste heat is recovered from Where variable speed drives are required, For multiple -cell heat rejection equipment least 90% of the total building exhaust airflow indicate system is configured so that pump with VSD, indicate controls are configured to such that leaving exhaust air temperature g p while in heat recovery mode is 55 deg F dry motor power is <_ 30% of design wattage at 50% of design flow rate; indicate pump flow off ramp all fans in unison (not staged on / o bulb; note exhaust air systems eligible for is controlled to maintain one control valve operation) exception to this requirement nearly wide open, or to maintain a mimimum C403.9.1.4 Cooling tower flow For open -circuit cooling towers configured C403.9.2.4.3 Process heat recovery In spaces with 5 watts per sf year-round differential pressure; or exception applied turndown with multiple- or variable -speed condenser cooling loads from lights and equipment, C403.4.6 Hydronic system For individual pumps required to have water pumps, indicate system is designed so indicate theses aces are served b water - p y variable pump flow variable speed controls, indicate manner of all cells can be run in parallel; indicate method cooled equipment configured for heat control pump speed control (differential pressure, of condenser pump turn down control recovery static pressure setpoint, zone heating or C403.9.2.1 Heat recovery for For buildings with 24-hour operation and > If these spaces are served by economizer (air cooling demand, or based on the relationship service water heating 1,500,000 Btu/h of heat rejection capacity or water), indicate automatic controls are between variable speed controller fequency and design service hot water load > 250,000 configured to disable economizer operation e and power) Btu/h, indicate condenser heat recovery to pre- while system is in heat recovery mode heat service water; or exception applied. C403.4.5 Chiller / boiler plant Indicate controls are configured to Provide calculations showing the amount of MULTIPLE ZONE AIR SYSTEMS pump isolation automatically reduce overall plant flow and recovered heat that is utilized (60% of peak shut-off flow through individual chillers and heat rejection load or pre -heat service water boilers when not in use to 850F). SAZ AN G R O U P 600 Stewart St., Ste. 1400 Seattle, Washington 98101 6) Tel 206.267.1700 Fax 206.267.1701 SAZAN# 911-23005 Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 OF 911000'j� �IS'fER `SIONAL� 03/2j/2023 Z O W o W N w� J La O Z 0 Q Z Z m 20 o0 Cn J w DRAWING ISSUE DATE DESCRIPTION 03/31/2023 ISSUE FOR BID SHEET TITLE MECHANICAL COMPLIANCE FORMS SHEET NO. M005 Drawn DS Checked FI © 2023 JOHNSTON ARCHITECTS Iu 7 u0 N 00 N Cl) co N O N 6') N Cl) a� c 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2023 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.6.1 Air systems serving Identify supply air systems serving multiple multiple zones zones and the zones they serve on plans; indicate whether system is VAV and method of primary air control; or provide supporting documentation for applied exception to VAV C403.6.1 VAV air terminal Provide equipment schedules on plans that list primary supply all VAV air terminals and types (fan -powered airflow series and parallel air terminals, single duct and dual duct air terminals, etc) For each air terminal include: maximum primary supply airflow rates during zone peak heating and zone peak cooling; maximum terminal airflow during reheating, recooling or mixing; minimum ventilation airflow rate, and the basis for these values; if IMC or ASHRAE 62.1 multiple zone equation is the basis for minimum flow rates, provide this calculation on plans C403.6.2 Single duct VAV Indicate single duct terminal units are terminal units configured to reduce primary supply air before reheating or recooling C403.6.3 Dual duct systems - For systems with separate warm air and cool terminal units air ducts, indicate terminal units are configured to reduce the flow from one duct to minimum before mixing with air from the other duct C403.6.8C40 VAV system static - Indicate locations of duct static pressure 3.6.9 pressure sensors and sensors on plans; include at least one sensor DDC set points per major duct branch; verify controller setpoint pressure at each sensor is <_ 1.2 inch w.g. For systems with zone level DDC, indicate controls are configured to monitor zone damper positions and reset static pressure setpoint based on the zone requiring most pressure; include control logic that automatically detects and generates an alarm if any zone excessively drives reset logic, and allows building operators to exclude zones from reset logic C403.6.4 VAV system supply Indicate controls automatically reset supply air reset air temperature in response to building loads or outdoor air temperature; or exception applied C403.6.5 Multiple -zone VAV For systems with zone level DDC controls, system ventilation indicate controls are configured to optimization controls automatically reduce outdoor airflow in response to changes in system ventilation efficiency; or exception applied 2018 WSEC Requirements for Commercial Buildings includin Group R2 R3 & R4 over 3 stories &all R1 - Administered b 02023 NEEA All rights reserved q9 P Y 9 The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com If complying via high efficiency heating water plant: Indicate all VAV terminals have hydronic heating coils served by a heating water system with either gas -fired boiler(s) with thermal efficiency (Et) > 92%, air -to - water heat pumps, or heat recovery chillers; indicate hydronic heating coils are sized per a maximum 120°F entering water temperature during peak demand If complying via high efficiency chilled water plant: Indicate all VAV air handlers have cooling coils served by chillers with rated IPLV efficiency that exceeds WSEC listed IPLV by at least 25% per Table C403.3.2(7) (note water-cooled IPLV is max, all others are min); indicate smallest chiller or compressor in plant is <_ 20% of the total plant capacity, or provide thermal storage sized for > 20% of total plant capacity C403.6.10, Fault detection and Indicate DDC system includes automatic fault Item 15 diagnostics detection and diagnostics (FDD) configured to monitor operation and provide fault reporting of all required parameters for all VAV air handlers and VAV air terminal units in the HPVAV system HIGH EFFICIENCY SINGLE -ZONE VAV SYSTEMS - EXCEPTION TO C403.3.5 DOAS, MUST COMPLY WITH ALL 8 PROVISIONS TO BE ELIGIBLE C403.12, Air economizer Indicate system is configured for 100% air Item 1 economizer operation and complies with all related economizer requirements per C403.5 (without economizer exceptions) C403.12, Direct digital controls Provide DDC controls for all components of Item 2 (DDC) system per C403.4.I I (regardless of system size); identify all DDC system input / output control points; indicate capability for trending and graphical display C403.12,Item Outdoor airflow For systems with minimum required outdoor 3 measurement and air >_ 1,000 cfm, provide an airflow control monitoring station that is configured to measure outdoor air intake under all load conditions; indicate controls that adjust outdoor air cfm via DCV per C403.7.1 C403.12,Item Maximum allowable For each single -zone VAV system, provide 4 system brake calculations that verify total fan system bhp is horsepower < 90% of the total allowable fan system bhp per Option 2 equation in Table C403.8.1.1 C403.12, Supply airflow Provide controls that adjust supply airflow Item 5 control based on the heating and cooling loads; indicate control sequence that limits minimum fan speed to 30% of peak design airflow or required ventilation during unoccupied mode, whichever is less 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2023 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.6.6 Parallel fan powered Indicate controls automatically activate or VAV air terminals shut off the air terminal fan based on call for heating and / or ventilation; indicate controls are configured to activate the terminal fan as the first stage of heating prior to activating the heating coil; indicate control method of primary air during warmup or temperature setback mode HIGH EFFICIENCY MULTIPLE -ZONE VAV SYSTEMS - EXCEPTION TO C403.3.5 DOAS, MUST COMPLY WITH ALL 15 PROVISIONS TO BE ELIGIBLE C403.6.10,lte Minimum area served Indicate that each high efficiency multiple- m 1 and zoning zone VAV systems serves an area > 3,000 sf and includes >_ 5 zones C403.6.10, Air economizer Indicate system is configured for 100% air Item 2 economizer operation and complies with all related economizer requirements per C403.5 (without economizer exceptions) C403.6.10, Direct digital controls Provide DDC controls for all components of Item 3 (DDC) system per C403.4.11 (regardless of system size); identify all DDC system input / output control points; indicate capability for trending and graphical display C403.6.10, Supply and outdoor For systems with minimum required outdoor Items 4 and 5 airflow measurement air > 2,500 cfm, provide an airflow and control monitoring station that is configured to measure outdoor air intake under all load conditions; indicate control sequence that increases or reduces outdoor air cfm based on VAV terminal feedback of ventilation efficiency (per C403.6.5 without exceptions) or and DCV (per C403.7.1) C403.6.10,Ite Zone isolation and m 6 maximum area served C403.6.10, Interior / exterior Item 7 zone design supply air temperature C403.6.10, Maximum air Item 8 terminal inlet velocity and fan power Provide a suppy airflow monitoring station that is configured to measure supply air delivered to VAV terminals under all load conditions Verify maximum area served by a single VAV system is <_ 50,000 sf, or one entire floor, whichever is greater; in addition if a system serves > 25,000 sf, that includes areas that are expected to be occupied non -simultaneously, indicate zone isolation controls per C403.2.1 Verify that VAV terminals serving interior cooling driven loads are sized per a design supply air temperature that is 5°F higher than VAV terminals serving exterior zones while in cooling mode Identify all air terminals with minimum primary airflow setpoints > 50% of maximum setpoint in mechanical equipment schedule for these air terminals indicate inlet velocity does not exceed 900 fpm 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2023 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.12,1tem Controls for high 6 occupant density spaces C403.12, High efficiency Item 7 system option For zones > 150 sf with high occupant density (> 25 people / 1000 sf), indicate DCV control that resets ventilation setpoint based on measured CO2; also indicate occupancy sensor control that automatically reduces minimum ventilation to zero and sets back room heating and cooling setpoints by > 5°F when space in unoccupied Indicate which system performance option is applied - high efficiency DX cooling and heat pump or high efficiency gas heating; or heating coils served by a high efficiency heating water plant; or cooling coils served by high efficiency chilled water plant If complying via high efficiency DX: Indicate full load and part load rated cooling efficiency exceeds WSEC listed efficiency by at least 15%; if heating is supplied by a gas -fired furnace, indicate thermal efficiency (Et) is >_ 90%; if system is a heat pump, indicate heating efficiency (HSPF or COP) exceeds WSEC listed efficiency by at least 10%; control of cooling and heating coil output shall be configured with a minimum of 2-stages or modulatine If complying via high efficiency heating water plant: Indicate hydronic heating coils are served by a heating water system with either gas -fired boiler(s) with thermal efficiency (Et) >_ 92%, air -to -water heat pumps, or heat recovery chillers; indicate hydronic heating coils are sized per a maximum 120°F entering water temperature during peak demand If complying via high efficiency chilled water plant: Indicate cooling coils are served by chillers with rated IPLV efficiency that exceeds WSEC listed IPLV by at least 25% per Table C403.3.2(7) (note water-cooled IPLV is max, all others are min); indicate smallest chiller or compressor in plant is <_ 20% of the total plant capacity, or provide thermal storage sized for > 20% of total plant capacity C403.12, Fault detection and Indicate DDC system includes automatic fault Item 8 diagnostics detection and diagnostics (FDD) configured to monitor operation and provide fault reporting of all required parameters for all HPVAV single -zone air systems EXTERIOR HEATING SYSTEMS C403.11.1 Heating outside a Indicate systems providing heating in non - building enclosed outdoor occupied spaces are radiant systems 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2023 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C403.6.10,Ite Maximum allowable For each multiple -zone VAV system, provide SAZ AN G R O U P 600 Stewart St., Ste. 1400 Seattle, Washington 98101 m 8 system brake calculations that verify total fan system bhp is horsepower <_ 90% of the total allowable fan system bhp Tel 206.267.1700 per Option 2 equation in Table C403.8.1.1 Fax 206.267.1701 C403.6. I O,Ite Fan -powered terminal Indicate all series and parallel fan -powered m 9 unit motor and terminals have electronically commutated SAZAN# 911-23005 control motors (ECM); indicate DDC control system is configured to vary air terminal fan speed as Johnston Architects, LLC a function of the load; indicate fan speed 100 NE Northlake Way, during periods of low heating, low cooling, or Suite 200 ventilation -only mode is <_ 66% of peak Seattle, WA 98105 design air flow, or provide supporting documentation for applied exception t 206.523.6150 f 206.523.9382 C403.6.10, Application of single Indicate VAV terminal types on plans; verify Item 10 duct and fan -powered fan -powered terminal units only serve terminal units perimeter zones with envelope loads and interior zones with high occupant density and DCV per C403.7.1; verify all other zones are n �jU LS served by single duct terminal units OF WASH j� C403.6.10, Fan -powered terminal Indicate DDC controls are configured to Item 11 unit primary air reset automatically reset the primary supply air cfm _ setpoint of all fan -powered terminal units to the minimum required to maintain ventilation lJ 9ill 1000� IBIS during occupied heating or deadband mode, r, fER `SIONAL based upon the VAV air handling unit minimum ventilation air fraction 03/29/2023 C403.6.10,Ite Controls for high For zones > 150 sf with high occupant density m 12 occupant density spaces (>_ 25 people / 1000 sf), indicate zone is served by a dedicated terminal unit with DCV control that resets terminal unit ventilation setpoint based on measured CO2; also indicate occupancy sensor control that automatically reduces minimum ventilation to zero and sets back room heating and cooling setpoints by >_ 5°F when space in unoccupied C403.6.10, Dedicated cooling For data centers and server, electronic Item 13 systems serving data equipment, telecom or similar spaces with centers and server, design cooling loads > 5 W/sf, indicate spaces electronic equipment are served by dedicated cooling systems that and telecom spaces are independent of the HPVAV systems serving the rest of building Indicate dedicated cooling systems are configured for 100% air economizer operation and comply with all related economizer requirements per C403.5 (without economizer exceptions), or heat recovery per C403.5, Exception 9 C403.6.10, Central plant Indicate whether systems are served by a high Item 14 efficiency efficiency heating water plant, or a high efficiency chilled water plant 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2023 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com Indicate occupancy sensing or timer switch controls configured to automatically shut off heating system when area served is unoccupied C403.11.2 Snow melt systems Indicate automatic controls configured to shut off system when pavement temperature exceeds 50°F and no precipitation is falling, and when outdoor air temperature exceeds 40°F C403.11.3 Freeze protection Indicate automatic controls to shut off system system controls when outdoor temperature exceeds 40oF, or conditions protect fluid from freezing HVAC EQUIPMENT ENERGY USE METERING C409.3.1 HVAC equipment For new buildings > 50,000 sf and building energy use metering additions > 25,000 sf, verfiy energy use metering of all equipment used to provide space heating and cooling, dehumidification and ventilation will be provided per C409; indicate equipment eligible for exception DOCUMENTATION AND SYSTEM SPECIFIC REQUIREMENT TO SUPPORT COMMISSIONING (CX) Scope of mechanical For buildings with >_ 240,000 Btu/h total systems output cooling capacity or > 300,000 Btu/h commissioning total output heating capacity, indicate that all mechanical systems regardless of individual capacity are required to be commissioned; or provide building heating / cooling capacity calculation demonstrating eligibilty for exception Indicate that all systems, equipment and controls for which the WSEC requires control functions and / or configuration to perform specific functions are included in the Cx scope C408.1.1 Commissioning Indicate in plans and specifications that Cx C408.1.4.1 requirements in per C408 is required for all applicable construction mechanical systems documents Include general summary that includes at minimum: narrative description of activites, responsibilities of the Cx team, schedule of activities including verification of project close out documentation per C103.6, and conflict of interest plan (if required) Include in general summary that a Cx project report or Compliance Checklist (Figure C408.1.4.1) shall be completed by the Certified Cx Professional and provided to the owner prior to the final mechanical inspection. Z O W o W J N w� La O � Z 0 Q Z Z m o0 Cn J w DRAWING ISSUE DATE DESCRIPTION 03/31/2023 ISSUE FOR BID SHEET TITLE MECHANICAL COMPLIANCE FORMS SHEET NO. Drawn DS Checked FI @ 2023 JOHNSTON ARCHITECTS Iu 2 n LO N 00 N M co N O N N C it o_ N ao N co Cl) N O N rn N co -a a� ,oil EXISTING AIR HANDLING UNIT AND DX COIL SCHEDULE (REBALANCE) PRIMARY AIRFLOW (CFM) MIN. OA (CFM) DIRECT EXPANSION COIL EXISTING NEW EXISTING NEW (2) EQUIP NO. COIL SIZE APD TOTAL CAPACITY SENSIBLE CAPACITY EXISTING CONDITIONS NEW DESIGN PARAMETERS (4) EQUIP NO. LOCATION MANUFACTURER TYPE SERVICE ESP (IN WG) FAN RPM MOTOR (HP) VFD YES/NO V/ PH REMARKS COOLING HEATING COOLING HEATING COOLING EAT COOLING LAT HEATING EAT HEATING LAT COOLING LAT HEATING LAT W X L (IN) (IN WG) (MBH) (MBH) (MBH) (MBH) DB / WB (DEGF) DB / WB (DEGF) DB (DEGF) DB (DEGF) DB (DEGF) DB (DEGF) EAH-1 MECH 212 CARRIER CENTRIFUGAL SUPPLY AIR 2.0 24,350 23,940 1,620 4,760 590 15 YES 480 / 3 CC-1 56 X 102 0.6 523 468 490 468 76.6 / 60.6 55.6 / 52.0 70 90 58.0 79.5 1,3 ERAF-1 MECH 212 CARRIER CENTRIFUGAL RETURN 1.0 20,000 (5) 20,000 - 670 10 1 YES 480 / 3 1,3 REMARKS: 1. ALL EQUIPMENT ARE EXISTING. REFER TO DETAIL 8/M700. 2. REBALANCE MINIMUM OUTSIDE AIR INTAKE AIRFLOW TO MEET ASHRAE 62.1 REQUIREMENTS. 3. ALL VALUES LISTED AS EXISTING ARE BASED ON 2005 MECHANICAL DRAWINGS AND FOR REFERENCE ONLY. 4. BASED ON EXISTING DX COIL SENSIBLE CAPACITIES WITH NEW MIN OA AIRFLOW VALUES. 5. NO CHANGE. EAH-1 ZONES: REQUIRED OUTSIDE AIR FLOW RATE MINIMUM VENTILATION RATES FROM TABLE 403.3.1.1, 2018 WASHINGTON STATE MECHANICAL CODE ZONE FLOOR AREA DEFAULT OCCUPANT DEFAULT NO. OF ZONE POPULATION PEOPLE OUTDOOR PEOPLE OUTDOOR AREA OUTDOOR AREA OUTDOOR BREATHING ZONE ZONE AIR Voz = Vbz/Ez PRIMARY AIRFLOW PRIMARY OUTDOOR (a) DENSITY PER CODE PEOPLE PER CODE (c) AIRFLOW RATE IN AIRFLOW REQUIRED AIRFLOW RATE AIRFLOW REQUIRED OUTDOOR AIRFLOW DISTRIBUTION 0) (k) AIR FRACTION (b) BREATHING ZONE BY CODE (f) BY CODE REQUIRED EFFECTIVENESS (i) (1) (d) (e) (g) (h) ROOM NAME AND NUMBER OCCUPANCY CLASSIFICATION AIR TERMINAL UNIT EQUIPMENT TAG REMARKS [SQFT] [#/1,000 SQFT] [CFM PER PERSON] [CFM] [CFM PER SQFT.] [CFM] [CFM] [CFM] [CFM] [%] Az Pz Rp Ra Vbz Ez Voz Vpz Zp 107 CIRCULATION / 114 READING & COLLECTION / 115 CHILDRENS AREA LIBRARY VAV-4-7/12-16/18-19/22 12611 10 126 126 5 630 0.12 1513 2143 0.8 2679 7725 35% 1 108 WORK RM / 121 OFFICE OFFICES - OFFICE SPACES VAV-11/VAV-9 1552 5 8 8 5 40 0.06 93 133 0.8 166 720 23% 1 113 PHONE RM OFFICES - OFFICE SPACES VAV-1 59 5 0 1 5 5 0.06 4 9 0.8 11 100 11% 1 119 STAFF FOCUS RM OFFICES - CONFERENCE ROOMS VAV-8 118 50 6 4 5 20 0.06 7 27 1.0 27 108 25% 1,3 110 QUIET RM OFFICES - OFFICE SPACES VAV-8 89 5 0 1 5 5 0.06 5 10 1.0 10 108 10% 1,3 120 LG MEETING RM SW OFFICES - CONFERENCE ROOMS VAV-15 909 50 45 45 5 225 0.06 55 280 0.8 349 550 64% 1,2 112 STAFF LOUNGE BREAKROOM VAV-2 504 50 25 13 5 65 0.12 60 125 1.0 125 350 36% 1,3 201 LOBBY PUBLIC SPACES - CORRIDORS VAV-20 386 - - 0 - - 0.06 23 23 0.8 29 1100 3% 1 204 KITCHEN BREAKROOM VAV-21 110 50 6 6 5 30 0.12 13 43 0.8 54 165 33% 1 101 LOBBY PUBLIC SPACES - CORRIDORS VAV-17 577 - - 0 - - 0.06 35 35 0.8 43 1200 4% 1 109 OFFICE OFFICES - OFFICE SPACES VAV-10 127 5 1 1 5 5 0.06 8 13 1.0 13 50 25% 1,3 SYSTEM TOTAL 17,042 217 205 1,025 1,816 2,841 3,507 12,176 64% FOOTNOTES: (a) Az = NET OCCUPIABLE FLOOR AREA OF SPACE OR SPACES IN THE ZONE IN SQFT (b) DEFAULT NO. OF PEOPLE PER CODE = Az * DEFAULT OCC. DENSITY/1000 (c) Pz = NO. OF PEOPLE IN THE SPACE OR SPACES IN THE ZONE PER SEAT COUNT OR EXIT PLANS AND CODE SUMMARY SHEET (d) Rp = PEOPLE OUTDOOR AIRFLOW RATE IN BREATHING ZONE IN CFM PER PERSON (e) PEOPLE OUTDOOR AIRFLOW REQUIRED BY CODE IN CFM = Rp*Pz (f) Ra = AREA OUTDOOR AIRFLOW RATE IN CFM PER SQFT (g) AREA OUTDOOR AIRFLOW REQUIRED BY CODE IN CFM = Ra*Rz (h) Vbz = BREATHING ZONE OUTDOOR AIRFLOW REQUIRED IN CFM PER EQUATION 4-1 = Rp*Pz + Ra*Rz (i) Ez = ZONE AIR DISTRIBUTION EFFECTIVENESS PER AIR DISTRIBUTION CONFIGURATION PER TABLE 403.3.1.1.1.2 0) Voz = ZONE OUTDOOR AIRFLOW REQUIRED BY CODE IN CFM PER EQUATION 4-2 = Vbz/Ez (k) Vpz = MINIMUM ZONE PRIMARY AIRFLOW TO THE VENTILATION ZONE (HEATING MODE), 50% MAX SUPPLY... (1) Zp = PRIMARY OUTDOOR AIR FRACTION PER EQUATION 4-5 = Voz/Vpz m) HEATING AIRFLOW BASED ON EXISTING AIR TERMINAL UNIT REMARKS: 1. DESIGN OCCUPANT DENSITY NOT LESS THAN ONE-HALF THE DEFAULT OCCUPANT DENSITY OF TABLE... 2. DEMAND CONTROLLED VENTILATION (DCV) PROVIDED PER SECTION C403.2.6.2 OF 2015 WSEC FOR SPACES LARGER THAN 500 SF AND OCC DENSITY GREATER THAN OR EQUAL TO 25 P/1000 SF AND FOR CONFERENCE ROOMS AND MEETING ROOMS LARGER THAN 300 SF AND GREATER THAN 6... 3. NO HEATING COIL IN VAV BOX, Ez=1 EXISTING AIR TERMINAL UNIT W/ ELECTRIC REHEAT SCHEDULE (REBALANCE) EXISTING SERVICE NEW SERVICE EQUIP. NO LOCATION BASIS OF DESIGN INLET SIZE (IN) EXISTING AIRFLOW (CFM) (2) EXISTING ELECTRIC HEATING COIL (2) REMARKS MANUFACTURER SERIES MIN MAX MAX (4) KW EAT DB (DEG F) LAT DB (DEG F) V / PH 112-STAFF LOUNGE 112-STAFF LOUNGE VAV-2 LEVEL 1 TITUS DESV 9 175 700 (5) - - - 460 / 3 1 107 CIRCULATION, 114-READING/COLLECTION & 115-CHILDRENS AREA 107-CIRCULATION, 114-READING/COLLECTI O N & 115-CHILDRENS AREA VAV-3 LEVEL 1 TITUS DESV 14 1 450 1,500 1,440 6 60 82 460 / 3 1 VAV-4 LEVEL 1 TITUS DESV 12 325 1,350 (5) - - - 460 / 3 1 VAV-5 LEVEL 1 TITUS DESV 12 325 1,500 (5) 5 60 86 460 / 3 1 VAV-6 LEVEL 1 TITUS DESV 12 325 1,500 (5) - - - 460 / 3 1 VAV-7 LEVEL 1 TITUS DESV 10 230 900 (5) 6 60 98 460 / 3 1 VAV-12 LEVEL 1 TITUS DESV 12 325 1,200 (5) - - - 460 / 3 1 VAV-13 LEVEL 1 TITUS DESV 12 325 1,350 (5) 460 / 3 1 VAV-14 LEVEL 1 TITUS DESV 12 325 1,350 (5) 460 / 3 1 VAV-16 LEVEL 1 TITUS DESV 14 450 1,600 1,590 5 60 80 460 / 3 1 VAV-18 LEVEL 1 TITUS DESV 12 325 1,200 (5) - - - 460 / 3 1 VAV-19 LEVEL 1 TITUS DESV 12 325 1,200 (5) 8 60 102 460 / 3 1 VAV-22 LEVEL 1 TITUS DESV 9 175 800 (5) - - - 460 / 3 1 120-LARGE MEETING... VAV-15 LEVEL 1 TITUS DESV 12 325 1,100 950 4 60 83 460 / 3 1 110-CONFERENCE ROOM 110-QUIET ROOM & 119-STAFF FOCUS ROOM VAV-8 LEVEL 1 TITUS DESV 7 105 430 240 - - - 460 / 3 1 113-PHONE ROOM (3) VAV-1 LEVEL 1 TITUS DESV 5 65 200 (3) 1 60 91 460 / 3 1 108-WORK ROOM & 121-OFFICE (3) VAV-9 LEVEL 1 TITUS DESV 9 175 720 (3) 4 60 95 460 / 3 1 109-OFFICE (3) VAV-10 LEVEL 1 TITUS DESV 4 45 100 (3) - - - 460 / 3 1 108-WORK ROOM (3) VAV-11 LEVEL 1 TITUS DESV 9 175 720 (3) 4 60 95 460 / 3 1 101-LOBBY (3) VAV-17 LEVEL 1 TITUS DESV 16 580 2,400 (3) 7 60 78 460 / 3 1 201-LOBBY (3) VAV-20 LEVEL 2 TITUS DESV 1 16 580 2,200 1 (3) 7 60 80 1 460 / 3 1 1 204-KITCHEN (3) VAV-21 LEVEL 2 TITUS DESV 6 80 330 (3) 2.5 60 108 1 460 / 3 1 REMARKS: 1. ALL EQUIPMENT ARE EXISTING AND SHALL REMAIN. 2. HEATING COIL EAT AND LAT ARE BASED ON 50% OF EXISTING VAV MAXIMUM AIRFLOW. ALL VALUES LISTED AS EXISTING ARE BASED ON 2005 MECHANICAL DRAWINGS AND FOR REFERENCE ONLY. 3. NOT IN MECHANICAL SCOPE AND FOR REFERENCE ONLY. VERIFY AND RETAIN EXISTING AIRFLOWS. 4. NO CHANGES TO AIR TERMINAL UNIT (VAV) MINIMUM AIRFLOW. REBALANCE MAX AIRFLOWS AS INDICATED. 5. NO CHANGE. REBALANCE TO EXISTING MAX AIRFLOWS. DIFFUSER -GRILLE SCHEDULE BASIS OF DESIGN EQUIP. NO LOCATION SERVICE DESCRIPTION FACE SIZE (IN) MAXIMUM NC REMARKS MANUFACTURER SERIES CD-1 OPEN CEILING SUPPLY DIFFUSER PRICE RPD ROUND PLAQUE DIFFUSER SEE PLANS 25 1,2 CD-2 CEILING SUPPLY DIFFUSER PRICE SPD 4-WAY, SQUARE PLAQUE DIFFUSER 24 X 24 25 1,2,3 RG-1 CEILING RETURN GRILLE PRICE SERIES 80 EGGCRATE RETURN GRILLE 24 X 24 25 1,3,5 TG-1 WALL TRANSFER GRILLE PRICE SERIES 535 SINGLE DEFLECTION GRILLE 36 X 4 25 1,4 REMARKS 1. SEE MECHANICAL FLOOR PLANS FOR DUCT SIZE AND CFM 2. STEEL, WHITE, ROUND NECK, SEE MECHANICAL FLOOR PLANS FOR NECK SIZE 3. BORDER TO MATCH CEILING TYPE 4. STEEL, WHITE, 45 DEG DEFLECTION, 1/2" BLADE SPACING P. ALUMINUM, WHITE, CORE ONLY IN ACT, 1/2"X1/2"X1/2" GRID EAH-1 SYSTEM: REQUIRED OUTSIDE AIR FLOW RATE AHU 1- MINIMUM VENTILATION RATES FROM TABLE 403.3.1.1, 2018 WASHINGTON STATE MECHANICAL CODE TOTAL ZONE TOTAL ZONE TOTAL AREA TOTAL PEOPLE SYSTEM OCCUPANT UNCORRECTED Zp VALUE SYSTEM SYSTEM OUTDOOR SCHEDULED FLOOR AREA POPULATION (b) OUTDOOR OUTDOOR POPULATION DIVERSITY OUTDOOR AIR INTAKE (h) VENTILATION AIRFLOW OUTDOOR (a) AIRFLOW AIRFLOW (e) (f) (g) EFFICIENCY REQUIRED BY AIRFLOW REQUIRED BY REQUIRED BY 0) CODE CODE CODE 0) (c) (d) AHU EQUIPMENT TAG [SQFT] [CFM] [CFM] [CFM] 2: Az Pz Ra x Az Rp x Pz Ps D Vou Zp Ev Vot EAH-1 17,042 205 1,816 1,025 205 1.00 2,841 0.64 0.60 4,751 4,760 FOOTNOTES: (a) Az = SUM OF FLOOR AREA OF ALL ZONES SERVED BY THE SYSTEM IN SQFT (b) Pz = SUM OF NUMBER OF PEOPLE IN ALL ZONES SERVED BY THE SYSTEM (c) Ra x Az = SUM OF AREA OUTDOOR AIRFLOW IN ALL ZONES (d) Rp x Pz = SUM OF PEOPLE OUTDOOR AIRFLOW IN ALL ZONES (e) Ps = TOTAL NUMBER OF OCCUPANTS IN THE AREA SERVED BY THE SYSTEM OR DESIGN OCCUPANCY (f) D = RATIO OF SYSTEM POPULATION TO THE TOTAL ZONE POPULATION = Ps/1 Pz (g) Vou = UNCORRECTED OUTDOOR AIRFLOW CALCULATED PER EQUATION 4-6 IN CFM = D x I Rp x Pz + jRa x Az (h) Zp = LARGEST VALUE OF Zp CALCULATED USING EQUATION 4-5 (i) Ev = SYSTEM VENTILATION EFFICIENCY DETERMINED PER TABLE 403.3.1.1.2.3.2 (INTERPOLATING BETWEEN TABLE VALUES IS PERMITTED) 0) Vot = SYSTEM OUTDOOR AIRFLOW REQUIRED BY CODE IN CFM PER EQUATION 4-8 = Vou/Ev DUCT SYSTEMS INSULATION SCHEDULE - CLIMATE ZONE 4 LOCATION OF DUCT DUCT SYSTEM TYPE DUCT CONFIGURATION INSULATION TYPE MINIMUM R-VALUE, INSULATION THICKNESS COLOR RECTANGULAR - EXPOSED RIGID BOARD R-7, 1 LAYER, 2 INCH THICK BLACK DUCT NOT WITHIN CONDITION SPACE SUPPLY, RETURN, EXHAUST MIXED, OUTSIDE, AND TRANSFER AIR DUCTS RECTANGULAR - CONCEALED DUCT WRAP R-7, 1 LAYER, 3 INCH THICK BLACK ROUND AND OVAL DUCT WRAP R-7, 1 LAYER, 3 INCH THICK BLACK RECTANGULAR - EXPOSED RIGID BOARD R 3.3, 1 INCH THICK BLACK DUCT WITHIN CONDITIONED SPACE SUPPLY, RETURN, EXHAUST, GENERATOR EXHAUST, RELIEF AND TRANSFER AIR DUCTS RECTANGULAR - CONCEALED DUCT WRAP R 3.3, 1 LAYER, 1-1/2 INCH THICK BLACK ROUND AND OVAL DUCT WRAP R 3.3, 1 LAYER, 1-1/2 INCH THICK BLACK NOTES: 1. INSULATE OUTSIDE, EXHAUST, AND RELIEF AIR DUCTS FROM BUILDING ENVELOPE TO BACKDRAFT/MOTORIZED DAMPER WITH R-VALUE EQUAL TO BUILDING ENVELOPE THICKNESS. 2. REQUIREMENTS APPLY TO THE DUCT TYPE LISTED. WHETHER HEATED OR MECHANICALLY COOLED CUTS REQUIRING INSULATION SHALL HAVE A VAPOR RETARDER, WITH A PERM RATING NOT GREATER THAN 0.5 AND ALL JOINTS SEALED. 3. R-3.3; 1.0 INCH TO 3.0 LB/FT3 DUCT LINER, MINERAL OR GLASS FIBER BLANKET OF EQUIVALENT TO PROVIDE AN INSTALLED TOTAL THERMAL RESISTANCE OF A LEAST R-3.3. 4. R-5.3; 2.0 INCH 0.75LB/FT3 MINERAL OR GLASS FIBER BLANKET. 1.5 INCH; 1.5 TO 3.0 LG/FT3 DUCT LINER, MINERAL OR GLASS FIBER BLANKET, 1.5 INCH; 3.0 TO 7.0 LB/FT3 MINERAL OR GLASS FIBERBOARD OR EQUIVALENT TO PROVIDE AN INSTALLED TOTAL THERMAL RESISTANCE OF AT LEAST R-5.3. 5. R-7; 3.0 INCH 0.75LB/FT3 MINERAL OR GLASS FIBER BLANKET, 2.0 INCH; 1.5 TO 3.0 LB/FT3 DUCT LINER, MINERAL OR GLASS FIBER BLANKET, 2.0 INCH; 3.0 TO 7.0 LB/FT3 MINERAL OR GLASS FIBER BOARD OR EQUIVALENT TO PROVIDE AN INSTALLED TOTAL THERMAL RESISTANCE OF AT LEAST R-7. SAZAN G R O U P 600 Stewart St., Ste. 1400 Seattle, Washington 98101 ITel 206.267.1700 r Fax 206.267.1701 SAZAN# 911-23005 Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 03/2j/2023 0 Z O W o W N wo LU Q cn 0 Z_ 0 Qz Z m o0 C/) J o w DRAWING ISSUE DATE DESCRIPTION 03/31/2023 1 ISSUE FOR BID I SHEET TITLE MECHANICAL SCHEDULES SHEET NO. M200 Drawn DS Checked FI © 2023 JOHNSTON ARCHITECTS 0 M 00 (N Cl) co N O N N Cl) a� c 6 VAV-18 — I II COLLECTION 114A 1 I CHILDREN'S AREA 115 LEVEL 1 - HVAC DEMOLITION PLAN SCALE: 1/8" = V-0" D VJ a E OMEN'S RESTROOM MEN'S RESTROOM ELE TRICAL ROOM 103 CUSTODIAL 105 106 �\ 104 NOT IN SCOPE // V� IIIIIIIIIIII IIII I C� 7 —� I ES BOOK SALE f VAV-22 �a V/y READING AREA 114 121 ;G 4 �1 LN C�l7 CCLL � STAFF LOUNGE 112 PHONE ROOM >, 13 I �I I 2 3 STORAG LARGE EETIN 4 ROOM Ly I I 120 I I ' STORAG f -----=; ---I—r-----__--; 120B I I ICLCL 7 1s JL-L—---� V_AV-3 I - - R� ---- +4-------------I--J � 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 LJ u u S A Z A N G R O U P 600 Stewart St., Ste. 1400 Seattle, Washington 98101 Tel 206.267.1700 fl) Fax 206.267.1701 SAZAN# 911-23005 SHEET NOTES A. DEMO ALL FLEX DUCT AND ITS ASSOCIATED DIFFUSERS WITHIN MECHANICAL SCOPE AS SHOWN. B. RETAIN ALL EXISTING TEMPERATURE SENSORS WITHIN MECHANICAL SCOPE. C. EXISTING SYSTEMS SHOWN DO NOT NECESSARILY REFLECT ACTUAL INSTALLED CONDITIONS DUE TO THE ACCURACY OF AVAILABLE AS BUILT DRAWINGS AND INACCESSIBLE HARDLID CEILING AREAS. IF ANY DISCREPANCIES ARE DISCOVERED, NOTIFY THE OWNER'S REPRESENTATIVE OR ARCHITECT IN WRITING REQUESTING DIRECTION PRIOR TO STARTING DEMOLITION. D. UNLESS NOTED OTHERWISE, ALL EXISTING THERMOSTAT CONTROLS WIRING TO ITS CORRESPONDING AIR TERMINAL UNIT (VAV) SHALL REMAIN. FLAG NOTES [�> 1. DEMOLISH DUCTWORK AND DIFFUSERS SHOWN DASHED (TYP.) 2. EXISTING RETURN AIR INTAKE OPENING TO ERAF-1 SHALL REMAIN. 3. CLEAN RETURN AIR INTAKE. 4. RELOCATE THERMOSTATS AS SHOWN ON M310. 5. RELOCATE EXISTING VAV-3 WITH ITS ASSOCIATED DUCTWORK, VOLUME DAMPER AND ELECTRIC REHEAT TO NEW LOCATION AS INDICATED ON M310. 6. RELOCATE EXISTING VAV-15 WITH ITS ASSOCIATED DUCTWORK, VOLUME DAMPER AND ELECTRIC REHEAT TO NEW LOCATION AS INDICATED ON M310. 7. EXISTING DUCTWORK SERVING SPACES OUTSIDE OF MECHANICAL SCOPE ARE NOT SHOWN AND SHALL REMAIN. Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 of 911000� �IS'fER `SIGNAL �� 03/2�/2023 0 Z O W o W N w� J �a O z0 Q Z Z � _ o� Cn J LU �w DRAWING ISSUE DATE DESCRIPTION 03/31/2023 ISSUE FOR BID SHEET TITLE HVAC - DEMOLITION PLAN SHEET NO. MD31 0 Drawn DS Checked FI n' 9' 16, © 2023 JOHNSTON ARCHITECTS Iu N 00 N co co N O N N co a� c n B � �D �E O CH / 12 0 f — vav-19 — VAV-18 10,10 N 10"0 N T X \ CD-1 300 10"0 10"0 (TYP. 4) 0 LEC ION 4A, CQ 10"0 - 10"0 CD-1 1 300 10"0 10"0 (TYP. 4) LEVEL 1 - HVAC PLAN SCALE: 1/8" = V-0" 16X14 COLLEC 114B 11 (TYP. 5) 00 ELECTRIC 10"0 10"0 MEN'S RESTROOM 105 N ZD X 12"0 10"0 10"0 0 X 1 10"0 CD-1 400 (TYP. 3) qlr\/AV-11 i ART WALK CIRCULATION IDESPI 107B 107 �Q BOOK SALE \ 3OX24 ` 36X24 VAV-12 �` o ____----- ---- VAV-22 N 10"0 � coCD-1 400 10"0 10"0 (TYP. 16X12 CN x 0 co -1 360 TYP. 4) tDING AREA 114 i VAV-14 III 12"0 X N X (TYP. 6) 4 VAV-3 R I 114C NOT IN SCOPE 10"0 �I 10"0 �IIIIIIIIIIII[ OFFICE 121 10"0 O 10"0 tN2 X N ' VAV-9 36X4 ufl I TG-1 VAV 10 o CD-2 150 VAV-8 20X12 z io i RG-1 1 150 12X8 12X10� 6"0 v ICD-21 90 Q I Ul,0 10 p 0 10"0 CD-1 1225 (TYP. 6) v i A 10"0 CD-1 1300 im 114D 12"0 o (TYP. 3) STAFF LOUNGE 1112 . I 7 avni Mi EMPL EE 10"0 REST 1`I'1R12 vav-2 - — 6"0 14X13 — VAV-1 IV4 4----------- 12X8 w R 10"0 �i� X CD-21 285 (TYP. 3) T �m 1111111111w 0 VAV15R --- - - - - -- � 4 14"0 12"0 0 0k�L� 16X12 18X14 III N 00 o VAV-4 co 12' QJ X CV CV \ \ ts� 0 o VAV 6 18X12 22X12 III C 12"0 12"0 b o vav-7 10"0 12"0 14X12 - m 0 0 (T 0 SAZ AN G R O U P 600 Stewart St., Ste. 1400 Seattle, Washington 98101 Tel 206.267.1700 fl) Fax 206.267.1701 SAZAN# 911-23005 SHEET NOTES A. EXISTING SYSTEMS SHOWN DO NOT NECESSARILY REFLECT ACTUAL INSTALLED CONDITIONS DUE TO THE ACCURACY OF AVAILABLE AS BUILT DRAWINGS AND INACCESSIBLE HARDLID CEILING AREAS. IF ANY DISCREPANCIES ARE DISCOVERED, NOTIFY THE OWNER'S REPRESENTATIVE OR ARCHITECT IN WRITING REQUESTING DIRECTION PRIOR TO STARTING DEMOLITION. B. NEW DUCTWORK SHALL BE INSULATED AS INDICATED ON SCHEDULE M200. C. REBALANCE AIRFLOWS FOR EXISTING AIR TERMINAL UNITS (VAV). SEE M200 FOR REVISED AIR TERMINAL UNIT AIRFLOWS. D. REPLACE DUCT INSULATION FOR OPEN CEILING AREAS. SEE SCHEDULE M200. E. CLEAN ALL SUPPLY DUCT AND INSULATION EXTERIOR PRIOR TO INSTALL OF NEW DUCTWORK AND DIFFUSERS. F. FOR OPEN CEILING APPLICATION, INSTALL CEILING DIFFUSER FACE AT 9'-6" AFF. G. REFER TO EXISTING AIR HANDLING UNIT REBALANCE SCHEDULE ON M200. H. PROVIDE DUCT TRANSITION WHERE NEW DUCTWORK SIZE IS LARGER OR SMALLER THAN EXISTING BRANCH DUCT. I. UNLESS NOTED OTHERWISE, EXISTING CONTROLS SHALL REMAIN. FLAG NOTES [j:> 1. EXISTING DUCTWORK SERVING SPACES OUTSIDE OF MECHANICAL SCOPE ARE NOT SHOWN AND SHALL REMAIN. 2. INSTALL NEW CO2 SENSOR AT 5-0" AFF. SEE DETAIL 9/M700 3. INSTALL EXISTING THERMOSTATS AS INDICATED. AT 5-0" AFF AND RECONNECT CONTROLS TO VAV-19 4. CAP ALL UNUSED BRANCH DUCTS DOWNSTREAM OF EXISTING AIR TERMINAL UNITS (VAV). 5. SEE DETAIL 6/M700. 6. INSTALL EXISTING THERMOSTAT AT 5-0" AFF AND RECONNECT CONTROLS WIRING TO VAV-18. 7. INSTALL EXISTING THERMOSTAT AT 5-0" AFF AND RECONNECT CONTROLS WIRING TO VAV-15. 8. RECONNECT EXISTING THERMOSTAT CONTROLS WIRING TO VAV-3. Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 of 911000� �IS'fER `SIGNAL �� 03/2�/2023 Z 0 W o W >m N w� J �a H O Z_ 0 Q Z Z � o2 Cn J LU �w DRAWING ISSUE DATE DESCRIPTION 03/31/2023 1 ISSUE FOR BID SHEET TITLE HVAC PLAN SHEET NO. M31 0 Drawn DS Checked FI 0' 8' 16' © 2023 JOHNSTON ARCHITECTS Iu N 00 (N Cl) co N 0 N 6') N Cl) a� c SHEETMETAL ELBOW, CENTERLINE RADIUS 1.5 X THE DIAMETER OF THE DUCT. NOTE: WHERE CENTERLINE RADIUS (1.5 X THE DIAMETER OF THE DUCT) CAN NOT BE MAINTAINED SHORT RADIUS RIGID METAL ELBOW MAY BE USED. STRAP HANGER, 1" WIDE. BOLT AROUND DUCT AND EXTEND A SINGLE STRAP UP TO STRUCTURE ADJUST SUPPORT TO RELIEVE STRAIN FROM DIFFUSER r-SUPPLY DUCT INSULATED FLEXIBLE DUCT MAX. 5-0" / DIFFUSER NECK, SEE PLANS FOR SIZE SECURE ELBOW TO DIFFUSER WITH A MINIMUM OF 4 SHEETMETAL SCREWS LAY -IN T-BAR CEILING SHOWN, VERIFY TYPE OF CEILING. SEE SCHEDULE CEILING DIFFUSER DETAIL NTS d SPIN -IN FITTING WITH VOLUME DAMPER CLAMP (TYP.) A SHEET METAL JTCHEON MITERED NERS (TYP) 'LEAR ✓ DUCT WITH INTERNAL LINING :XTERNAL INSULATION SULATION TIGHTLY PACKED UND DUCT SEAL WITH MASTIC RDINATE W/ARCHITECTURAL JS FOR OPENING SIZE EXPOSED DUCT PENETRATION DETAIL NTS FLOW SENSOR PRIMARY AIR EXISTING NEW SENSOR RMT ROOM VERIFY STPT SENSOR OVRD CONTROLS CO2 CAPABILITY EXISTING VAV TERMINAL UNIT WITH ELECTRIC REHEAT SA SHEETMETAL ELBOW, CENTERLINE RADIUS 1.5 X THE DIAMETER OF THE DUCT. NOTE: WHERE CENTERLINE RADIUS (1.5 X THE DIAMETER OF THE DUCT) CAN NOT BE MAINTAINED SHORT RADIUS RIGID METAL ELBOW MAY BE USED. STRAP HANGER, 1" WIDE. BOLT AROUND DUCT AND EXTEND A SINGLE STRAP UP TO STRUCTURE ADJUST SUPPORT TO RELIEVE STRAIN FROM DIFFUSER r-SUPPLY DUCT INSULATED RIGID DUCT r DIFFUSER NECK, SEE PLANS FOR SIZE SECURE ELBOW TO DIFFUSER WITH A MINIMUM OF 4 SHEETMETAL SCREWS OPEN CEILING DIFFUSER DETAIL 2 NTS TO ERAF-1 t 40% FREE AREA PERFORATED PLATE ACROSS PLENUM TOP OF PLATE AT CENTERLINE OF INLET INSULATED PLENUM SCREWED TO DIFFUSER NECK STRAP HANGER, V WIDE. BOLT TO PLENUM AND EXTEND A STRAP UP TO STRUCTURE ADJUST SUPPORT TO RELIEVE STRAIN FROM DIFFUSER. SPIN -IN FITTING WITH CLAMP (TYP.) FVOLUME DAMPER DUCT CONNECTION SIZE I I I I I I � I v I I I INSULATED FLEXIBLE SQUARE DIFFUSER NECK DUCT MAX. 5'-0" SPIN -IN FITTING WITH VOLUME DAMPER CEILING SUPPLY DUCT-/ CLAMP (TYP.) CEILING DIFFUSER NOTES: 1. CHECK THAT THERE IS ENOUGH HEIGHT. 2. SQUARE DIFFUSER NECK IS REQUIRED - INSURE THAT SCHEDULES MATCH. FIELD VERFIY EXISTING 113X15 (INCH) RETURN INTAKE OPENING AND PROVIDE NEW RETURN DUCT TO MATCH. 3 CEILING DIFFUSER WI PLENUM DETAIL � ) NTS HANGING CD STRAPS N LOAD RATED FASTENERS M STRAP HANGERS 1" MIN HANGER STRAP LOAD RATED 4 FASTENERS BAND OF SAME SIZE AS HANGER STRAP STRAP OR ANGLE TRAPEZE HANGERS SLING TO AVOID DISRUPTION OF INSULATION STRAPS 36" DIA. MAX. 24" DIA. MAX. HANGING RODS OR STRAPS -- - - - - - - - -- - SEE ARCHITECTURAL FIXTURE CLIPS FOR PERFORATED lKr7� PANEL DETAIL PUSH NUTS BAND 7�a�� LARGE MEETING >36" DIA. ROOM WEST WALL NOTES: 1. REINFORCEMENT MAYBE USED FOR ATTACHMENT IF IT QUALIFIES FOR BOTH DUTIES. 2. DO NOT EXCEED ALLOWABLE LOAD LIMITS. RETURN AIR DUCT CONNECTION TO EXISTING RETURN AIR INTAKE DETAIL NTS ADD TO EXISTING VAV POINTS LIST NAME TYPE UNITS TREND ALARM NOTES OCCUPANCY OVERRIDE (OVRD) DI OCC/UNOCC Y N ROOM CARBON DIOXIDE (CO2) Al PPM Y Y OCCUPIED MODE EXISTING CONTROLS TO REMAIN, ADDITION OF CO2 SENSOR TO OVERRIDE PRIMARY AIR TO MAINTAIN ROOM CO2 BELOW SETPOINT (INITIALLY 900 PPM) UNOCCUPIED MODE THE DDC COMMANDS THE VAV TO UNOCCUPIED MODE AS SCHEDULED. THE UNIT OPERATES AS IN OCCUPIED WHEN THE ZONE OVERRIDE IS INDICATED. VAV TERMINAL UNIT CONTROL DETAIL (FOR NEW LARGE MEETING ROOM) NTS DUCT SUPPORT HANGING DETAIL NTS ATTACH TO STRUCTURE NOT TO ROOF DECK (TYP) SIZE BOLTS FOR LOAD TERNATE CATION (VERIFY _.'PER TRAPEZE LOAD CAPACITY) STRAP OR ROD SUPPORT TO STRUCTURE. ADJUST TO RELIEVE ANY STRESS ON GR SAZAN G R 0 1 1 ` 600 Stewart St., Ste. 1400 Seattle, Washington 98101 ITel 206.267.1700 r Fax 206.267.1701 SAZAN# 911-23005 Johnston Architects, LLC 100 NE Northlake Way, SHEETMETAL PLENUM Suite 200 Seattle, WA 98105 t 206.523.6150 - - - - - - - - - - f 206.523.9382 I I INTERNAL LINING / / INSULATION / I / 100, ti I / WAS S I I I / r — — — — — — — — — — — — — — — — SOW �OF 1-1 / I �111000 `SIONAL CEILING LAY -IN T-BAR CEILING SHOWN, VERIFY TYPE OF CEILING RETURN GRILLE. SEE FLOOR PLANS AND SCHEDULES FOR STYLE, SIZE AND FLOW RATE PLENUM SIZE SAME AS GRILLE (INLET & OUTLET). 4 ,) RETURN AIR GRILLE DETAIL �_/' NTS REMOVE & REPLACE R.A. DAMPER BOLT UNIT TO TREATED 44 HP 1 REMOVE EXISTING SUPPORTS ON ROOF THRU BOLT TO WIDE FLANGE SHEET METAL CLOSURE PANEL 0 Z -- 0 r-1-------------------- I I I MD-2 >I Q L I W o MI I MD-1 I I Uj J � I j � w Q Q C/)U) I I I I I M z z 20 o0 � LU - — — — — — ---� --J ---� F1 DRAWING ISSUE DATE DESCRIPTION REMOVE & REPLACEJ 03/31/2023 ISSUE FOR BID EXISTING O.A. DAMPER. EXISTING 6-0" x 10'-0" WEATHER LOUVER W/ BIRDSCREEN BOLT UNIT TO EXISTING 4'-0" x 12'-0" TREATED 44 WEATHER LOUVER W/ BIRDSCREEN SUPPORTS ON ROOF. TYP. HP 2 HP 1 ----� -- IIoo ooN ERAF1 iL -----------��i N NEW ROOF I REMOVE & REPLACE JACK I EXISTING RELIEF DAMPER MD-3 EAH-1 �J SHEET TITLE EXISTING AIR HANDLING UNIT AND MECHANICAL RETURN FAN (FOR REFERENCE ONLY) DETAILS NTS SHEET NO. M700 Drawn DS Checked FI © 2023 JOHNSTON ARCHITECTS Iu DEMOLITION NOTES A. THE EXISTING CONDITIONS SHOWN WERE TAKEN FROM AVAILABLE RECORD INFORMATION. FIELD VERIFY ALL CONDITIONS THAT MAY AFFECT CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED, NOTIFY THE ENGINEER IN WRITING AND REQUEST DIRECTION PRIOR TO COMMENCING WORK. B. EXISTING LIGHT FIXTURES SHALL BE CAREFULLY REMOVED (DO NOT DAMAGE) AND RETURNED TO THE OWNER. C. ANY AND ALL EQUIPMENT HAVING ELECTRICAL CONNECTIONS THAT REQUIRE DISCONNECTING AND/OR RE- CONNECTING AS A RESULT OF CONSTRUCTION SHALL BE INCLUDED AS A PART OF THIS CONTRACT. D. THE EXISTING ELECTRICAL DEVICES, CONDUIT, AND/OR EQUIPMENT THAT FOR ANY REASON OBSTRUCTS CONSTRUCTION SHALL BE RELOCATED UNLESS OTHERWISE NOTED. LOCATION IS TO BE AS CLOSE AS POSSIBLE TO THE ORIGINAL LOCATION. E. ALL CIRCUITS, CONDUIT AND WIRE THAT ARE NOT TO REMAIN IN SERVICE SHALL BE REMOVED BACK TO THE FIRST ACCESSIBLE JUNCTION BOX WHERE IT SHALL BE TIED OFF AND LABELED AS SPARE WITH CIRCUIT NUMBER INDICATED. F. REMOVE ALL ABANDONED WIRE AND CABLING. GENERAL NOTES 1. SYMBOLS LEGENDS ARE PROVIDED FOR REFERENCE PURPOSES ONLY. THE SYMBOLS REPRESENT THE TYPE OF DEVICES THAT MAY BE REQUIRED IN THE WORK; QUANTITIES AND LOCATIONS ARE AS SHOWN ON THE PLAN SHEETS. 2. PROVIDE 3/4" CONDUIT & #12 CONDUCTORS UNLESS NOTED OTHERWISE. PROVIDE ONE NEUTRAL CONDUCTOR FOR EACH UNGROUNDED CONDUCTOR OF SINGLE PHASE LINE -NEUTRAL BRANCH CIRCUITS. DO NOT SHARE NEUTRAL CONDUCTORS. 3. EACH FEEDER AND BRANCH CIRCUIT CONDUIT SHALL HAVE AN EQUIPMENT GROUNDING CONDUCTOR SIZED IN ACCORDANCE WITH NFPA 70, ARTICLE 250. 4. ALL ELECTRICAL EQUIPMENT IN PORTIONS OF THE BUILDING NOT BEING REMODELED SHALL BE LEFT IN WORKING CONDITION. RESTORE ANY CIRCUITS INTERRUPTED. 5. ALL NEW LIGHT FIXTURES AND FIXTURES IN AREAS ADJACENT DEMOLITION & CONSTRUCTION AREAS ARE TO BE THOROUGHLY CLEANED IMMEDIATELY PRIOR TO NOTICE OF SUBSTANTIAL COMPLETION. 6. THE FOLLOWING IS PART OF THIS PROJECT AND ALL COSTS PERTAINING THERETO SHALL BE INCLUDED IN THE BASE BID: A. NEW ELECTRICAL EQUIPMENT AND APPARATUS SHALL BE COORDINATED AND CONNECTED INTO THE EXISTING SYSTEM AS REQUIRED. B. POWER WIRING AND CABLE INSTALLATIONS SHALL BE CONCEALED ABOVE ACCESSIBLE CEILINGS AND IN WALLS. EXPOSED WIRING SHALL BE INSTALLED IN APPROVED SURFACE METAL RACEWAY WHERE INDICATED. C. WHERE EXISTING CONDUITS ARE INDICATED FOR REUSE, FIELD VERIFY INTEGRITY OF REUSED RACEWAYS PRIOR TO INSTALLATION OF CONDUCTORS. PROVIDE NEW RACEWAYS WHERE EXISTING ARE UNUSABLE. D. LOCATIONS OF ALL WALL MOUNTED DEVICES SUCH AS SWITCHES, RECEPTACLES, AND OUTLETS ARE SHOWN DIAGRAMMATICALLY. DETERMINE EXACT DEVICE LOCATIONS IN FIELD; COORDINATE INSTALLATIONS WITH FIXED CASEWORK, DOORS AND RELITES. E. PROVIDE PENETRATIONS THROUGH WALLS, FLOORS, AND CEILINGS AS REQUIRED. PROVIDE SUITABLE FIRE RATED MATERIALS AND SEAL ALL CEILING, FLOOR, AND WALL PENETRATIONS TO MATCH FIRE RATING OF SURFACES PENETRATED. LIGHTING AND RECEPTACLE NOTES 1. LIGHTING SYSTEMS SHALL BE PROVIDED WITH CONTROLS AS ZONED ON THE LIGHTING PLANS. SWITCHING AND DIMMING ZONES ARE INDICATED ADJACENT TO EACH FIXTURE. 2. MANUAL CONTROLS SHALL ALLOW OCCUPANTS TO UNIFORMLY REDUCE ILLUMINATION LEVELS AT LEAST 50%. EXCEPTION: CORRIDORS, RESTROOMS, LOBBIES, MECHANICAL, ELECTRICAL, AND INFORMATION TECHNOLOGY (IDF) ROOMS CONTROLLED BY OCCUPANCY SENSORS. 3. EACH AREA THAT IS REQUIRED TO HAVE A MANUAL CONTROL SHALL ALSO HAVE AUTOMATIC TIME SWITCH CONTROL. PROVIDE TIMED OVERRIDE SWITCHES THAT WILL SERVE A MAXIMUM AREA OF 2500 SF IN LOCATIONS SHOWN ON PLANS. EXCEPTIONS: A. EMERGENCY EGRESS LIGHTING CONTROLLED BY OCCUPANCY SENSORS. B. LIGHTING IN SPACES CONTROLLED BY OCCUPANCY SENSORS. 4. LUMINAIRES PROVIDING MEANS OF EGRESS ILLUMINATION AND HAVING BOTH NORMAL AND EMERGENCY POWER SOURCES SHALL BE CONTROLLED BY A COMBINATION OF U.L. 924 LISTED EMERGENCY RELAYS AND OCCUPANCY SENSORS THAT ENABLES THE LIGHTING TO BE SHUT OFF WHEN THE AREAS SERVED ARE UNOCCUPIED AND AUTOMATICALLY ILLUMINATES IN THE EVENT OF NORMAL POWER SOURCE FAILURE. 5. THE MAXIMUM LIGHTING POWER THAT MAYBE CONTROLLED FROM A SINGLE SWITCH OR AUTOMATIC CONTROL SHALL NOT EXCEED THAT WHICH IS PROVIDED BY A 20 AMPERE CIRCUIT LOADED TO NOT MORE THAN 80 PERCENT. 6. PROVIDE FUNCTIONAL TESTING OF AUTOMATIC LIGHTING CONTROLS. SUBMIT WRITTEN PROCEDURES FOR FUNCTIONAL TESTING OF ALL AUTOMATIC CONTROLS WITH DESCRIPTION OF THE EXPECTED SYSTEM RESPONSE. a N M ri co N O N m N co a� c ABBREVIATIONS @ AT MAG MAGNETIC A/C AIR CONDITIONING(ER) MAN MANUAL A (AMP) AMPERE MAT MATERIAL AC ABOVE COUNTER, ALTERNATING MAX MAXIMUM CURRENT MCA MINIMUM CIRCUIT AMPACITY ADJ ADJUSTABLE MCB MAIN CIRCUIT BREAKER ADJT ADJACENT MECH MECHANICAL AFF ABOVE FINISHED FLOOR MEZZ MEZZANINE AHJ AUTHORITY HAVING JURISDICTION MG MOTOR GENERATOR AIC AMPERE INTERRUPTING CAPACITY MIN MINIMUM ALT ALTERNATE MISC MISCELLANEOUS ANN ANNUNCIATOR MLO MAIN LUG ONLY ARCH ARCHITECT; ARCHITECTURAL MOCP MAXIMUM OVERCURRENT ATS AUTOMATIC TRANSFER SWITCH PROTECTION AUTO AUTOMATIC MS MAGNETIC STARTER AUX AUXILIARY MTD MOUNTED AWG AMERICAN WIRE GAUGE MTG MOUNTING MTR MOTOR BKBD BACKBOARD BKR BREAKER N NORTH; NEUTRAL BLDG BUILDING N/A NOT APPLICABLE NC NORMALLY CLOSED C CONDUIT NEC NATIONAL ELECTRICAL CODE CAP CAPACITY NEMA NATIONAL ELECTRICAL CB CIRCUIT BREAKER MANUFACTURERS ASSOCIATION CKT CIRCUIT NESC NATIONAL ELECTRICAL SAFETY CODE CLG CEILING NEUT NEUTRAL CLR CLEAR NFPA NATIONAL FIRE PROTECTION ASSOC. COL COLUMN NIC NOT IN CONTRACT COM COMMUNICATION NO NORMALLY OPEN CPS CYCLES PER SECOND NTS NOT TO SCALE CT CURRENT TRANSFORMER CTL CONTROL OC ON CENTER Cu COPPER OFCI OWNER FURNISHED CONTRACTOR INSTALLED DC DIRECT CURRENT OFOI OWNER FURNISHED OWNER DISC SW DISCONNECT SWITCH OL INSTALLED OVERLOAD DISC DISCONNECT OS OPTIONAL STANDBY DIN DOWN DWG DRAWING P PRIMARY PA PUBLIC ADDRESS E EXIST, EAST PAR PARALLEL EDH ELECTRIC DUCT HEATER PB PULL BOX EF EXHAUST FAN PDZ PRIMARY DAYLIGHT ZONE EGC EQUIPMENT GROUNDING CONDUCTOR PE PHOTO ELECTRIC EL ELEVATION PF POWER FACTOR ELEC ELECTRIC(AL) PH PHASE ELEV ELEVATOR PIV POST INDICATOR VALVE EM EMERGENCY PNL PANEL EMT ELECTRICAL METALLIC TUBING POC POINT OF CONNECTION ENCL ENCLOSURE PWR POWER ENTR ENTRANCE EP EXPLOSION PROOF QTY QUANTITY EPO EMERGENCY POWER OFF EQUIP/EQP EQUIPMENT R (R) RELOCATE (D) EWC ELECTRIC WATER COOLER RAID RADIUS EWH ELECTRIC WATER HEATER RECPT RECEPTACLE EXH EXHAUST REF REFRIGERATOR EXT EXTERIOR RLA RATED LOAD AMPS EXIST EXISTING RPM REVOLUTIONS PER MINUTE F FAHRENHEIT/FUSE S SOUTH FA FIRE ALARM SC SECURITY FAA FIRE ALARM ANNUNCIATOR SD SMOKE DETECTOR FAP FIRE ALARM PANEL SDZ SECONDARY DAYLIGHT ZONE FC FOOTCANDLE SECT SECTION FCU FAN COIL UNIT SF SUPPLY FAN FD FIRE DAMPER SHT SHEET FDR FEEDER SPEC SPECIFICATION FIXT FIXTURE SPL SPECIAL FLA FULL LOAD AMPS SQ SQUARE FSD FIRE/SMOKE DAMPER STOR STORAGE SPD SURGE PROTECTION DEVICE GEC GROUNDING ELECTRODE CONDUCTOR SW SWITCH GEN GENERATOR SWBD SWITCHBOARD GFI GROUND FAULT CIRCUIT INTERRUPTER SYM SYMMETRICAL GFR GROUND FAULT RELAY SYS SYSTEM H HEIGHT T THERMOSTAT HOA HAND OFF AUTOMATIC TB TERMINAL BOX HOR HORIZONTAL TC TIME CLOCK HP HORSEPOWER TEL TELEPHONE HR HOUR TV TELEVISION HT HEIGHT TYP TYPICAL HW HOT WATER HZ HERTZ UFC UNIFORM FIRE CODE UG UNDERGROUND IBC INTERNATIONAL BUILDING CODE UH UNIT HEATER IC INTERCOM UL UNDERWRITERS LABORATORIES IES ILLUMINATING ENGINEERING SOCIETY UON UNLESS OTHERWISE NOTED IEEE INSTITUTE OF ELECTRICAL AND ELECTRONIC UV UNIT VENTILATOR ENGINEERS IG ISOLATED GROUND V VOLT IMC INTERMEDIATE METAL CONDUIT VAV VARIABLE AIR VOLUME IN INCH VEL VELOCITY VM VOLTMETER JB JUNCTION BOX VOL VOLUME KCMIL THOUSAND CIRCULAR MILLS W WATT, WEST KVA KILOVOLT AMPERES W/ WITH KVAR KILOVOLT AMPERES REACTIVE W/o WITHOUT KW KILOWATT WH WATER HEATER KWH KILOWATT HOUR WHM WATTHOUR METER WP WEATHERPROOF LBS POUNDS LF LINEAR FEET (FEET) X REACTANCE LRA LOCKED ROTOR AMPS XFMR TRANSFORMER LS LIFE SAFETY XMTR TRANSMITTER LT LIGHT LTG LIGHTING Z IMPEDANCE LV LOW VOLTAGE & AND IE: THAT IS SAZAN 600 Stewart St., Ste. 1400 Seattle, Washington 98101 ITel 206.267.1700 r Fax 206.267.1701 SAZAN# 911-23005 ELECTRICAL SHEET INDEX E000 GENERAL NOTES, ABBREVIATIONS AND SHEET INDEX E001 ELECTRICAL LEGEND E200 LUMINAIRE SCHEDULE E201 LIGHTING CONTROL SCHEDULES ED310 LIGHTING - DEMOLITION PLAN E300 WSEC ENERGY COMPLIANCE FORMS E301 WSEC ENERGY COMPLIANCE FORMS E310 LIGHTING PLAN E410 POWER PLAN E600 RISER DIAGRAM Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 03/29/2023 Z O m in W o W J N w� �a H C)Q Z_ 0 z Z m o0 Cn J Lo (o LLI DRAWING ISSUE DATE DESCRIPTION 03/31/2023 ISSUE FOR BID SHEET TITLE GENERAL NOTES, ABBREVIATIONS AND SHEET INDEX SHEET NO. Drawn SW Checked JTB © 2023 JOHNSTON ARCHITECTS Wu a M Cl) co N O N 6') N Cl) a� c SYMBOLS LEGEND - GENERAL I SYMBOL DESCRIPTION #� DRAWING CONSTRUCTION ("FLAG') NOTE X XX EQUIPMENT IDENTIFIER MATCHLINE f REVISION CLOUD (ENCIRCLES DRAWING CHANGES MADE SINCE THE PREVIOUS RELEASE) REVISION REFERENCE O EXISTING TO BE REMOVED (HATCH) HEAVY LINEWEIGHT INDICATES NEW WORK LIGHT LINEWEIGHT INDICATES EXISTING INFORMATION POINT OF CONNECTION X DETAIL REFERENCE XX.XX DETAIL IDENTIFICATION NUMBER SHEET WHERE DETAIL IS DRAWN aX ELEVATION REFERENCE XX.XX ELEVATION IDENTIFICATION NUMBER SHEET WHERE ELEVATION IS DRAWN X SECTION REFERENCE SECTION XX.XX IDENTIFICATION NUMBER SHEET WHERE SECTION IS DRAWN N (j) NORTH REFERENCE SYMBOLS LEGEND - GENERAL SYMBOL DESCRIPTION CONDUIT CONCEALED IN CEILING SPACE OR IN WALL. PROVIDE MINIMUM 3/4" WITH #12 AWG CONDUCTORS AND DEDICATED NEUTRAL EACH CIRCUIT UNLESS OTHERWISE NOTED ON PLAN. PROVIDE EQUIPMENT GROUNDING CONDUCTORS SIZED PER NFPA 70. FLEXIBLE METAL CONDUIT — — — — CONDUIT - CONCEALED IN OR UNDER FLOOR UG CONDUIT - ROUTED UNDERGROUND LV LOW -VOLTAGE WIRING (CLASS B) CONDUIT OR CABLE VERTICAL DOWN CONDUIT OR CABLE VERTICAL UP ] CONDUIT STUB - TERMINATE WITH BUSHING OR CAP IF UNDERGROUND BREAK LINE i CONDUIT SEAL EXPANSION FITTING CABLE TRAY A 1,3,5 BRANCH CIRCUIT NUMBERS PANEL DESIGNATION HOME RUN TO SOURCE OF SUPPLY CONDUCTORS -CONNECTED — I — CONDUCTORS - NOT CONNECTED JUNCTION BOX pg PULLBOX - SIZE AS INDICATED OR AS REQUIRED BY CODE HH HANDHOLE MH MANHOLE SYMBOLS LEGEND - POWER SYMBOL DESCRIPTION TRANSFORMER X-XX-X POLE -MOUNTED TRANSFORMER POLE DELTA WYE MEDIUM VOLTAGE CABLE TERMINATOR •--• •--III LIGHTNING ARRESTORS •-1 H I 1 SURGE ARRESTORS •--Vh%-dII NEUTRAL GROUNDING RESISTOR OM METER MM MICROPROCESSOR CONTROLLED MONITOR REFER TO SPECIFICATIONS FOR METERING VALUES AND PROTECTIVE FUNCTIONS CURRENT TRANSFORMER POTENTIAL TRANSFORMER AM INDICATING INSTRUMENT AM -AMMETER; VM-VOLTMETER; FM -FREQUENCY METER; kVAR-KILOVAR METER; kWH-KILOWATT HOUR METER; kWH/D-KILOWATT HOUR DEMAND METER AS INSTRUMENT SWITCH AS -AMMETER SWITCH; VS -VOLTMETER SWITCH; SS -SYNCHRONIZING SWITCH; SV-SUPERVISORY (LOCAL -REMOTE) SWITCH <( SEPARABLE CONNECTOR 52 DRAWOUT AC TYPE POWER CIRCUIT BREAKER SYMBOLS LEGEND - POWER SYMBOL DESCRIPTION ® 480Y/277V, 30, 4W PANELBOARD 0 208Y/120V, 30, 4W PANELBOARD 0 EQUIPMENT CABINET - TYPE AS NOTED XX PANELBOARD / TRANSFER SWITCH ( AUTO ) XXXXXX AMPERES SHORT CIRCUIT AVAILABLE (SYMMETRICAL) ##### FEEDER TAG - REFER TO FEEDER SCHEDULE SYMBOLS LEGEND - GROUNDING SYMBOL DESCRIPTION GROUND CONNECTION •—III GROUND ROD a I I GROUND WELL AIR TERMINAL SYMBOLS LEGEND - POWER SYMBOL DESCRIPTION CB b\ CIRCUIT BREAKER q) ST - INDICATES SHUNT TRIP CBI ENCLOSED CIRCUIT BREAKER (PLAN VIEW) xxxA/xP xxxA/xP - AMPS/POLES ENCLOSED CIRCUIT BREAKER (ONE -LINE DIAGRAM) o� xxxA/xP - AMPS/POLES i c� BREAKER WITH EXTERNAL GROUND FAULT RELAY AND CT b�Q CIRCUIT BREAKER WITH INTEGRAL GROUND FAULT PROTECTION Q � MOTOR -OPERATED CIRCUIT BREAKER b i SWITCH WITH EXTERNAL GROUND FAULT RELAY AND CT c� MOV SURGE PROTECTION RESISTOR FUSE MOTOR THERMAL OVERLOADS - (3) UNLESS OTHERWISE NOTED NORMALLY OPEN CONTACT NORMALLY CLOSED CONTACT SVo- SOLENOID VALVE M MOTOR VALVE -OPERATED O THERMOSTAT • TERMINAL BLOCK INDICATING LIGHT - TYPE AS NOTED ' A -AMBER; B-BLUE; G-GREEN; R-RED; W-WHITE �+ I BATTERY SYMBOLS LEGEND - WIRING DEVICES SYMBOL DESCRIPTION SINGLE -POLE WALL SWITCH MOUNT SWITCHES AT 48" AFF. TO TOP, UON. $xx WALL SWITCH - SUBSCRIPT 2 = 2-POLE LV = LOW -VOLTAGE 3 = 3-WAY OS = OCCUPANCY SENSOR TYPE 4 = 4-WAY OP = OCCUPANCY/PHOTOELECTRIC TYPE K = KEYED WP = WEATHERPROOF DM = DIMMING DOS = DIMMING OCCUPANCY SENSOR TYPE LOWER CASE LETTER INDICATES SWITCHING GROUP, R# INDICATES LIGHTING RELAY MOUNT SWITCHES AT +48" AFF. TO TOP, UON. ANY COMBINATION OF SWITCH TYPES CAN BE USED (IE. 3K = 3-WAY KEYED SWITCH) ® SPECIAL PURPOSE RECEPTACLE TYPE AS SHOWN ON PLANS SINGLE SERVICE OR COMBINATION FLUSH MOUNTED FLOOR BOX. REFER TO FLOOR PLANS FOR DEVICES. SINGLE SERVICE OR COMBINATION FLUSH FLOOR POKE THRU. REFER TO FLOOR PLANS FOR DEVICES. m POWER/COMM POLE - FLOOR TO CEILING. ® SURFACE MOUNTED FLOOR BOX (PEDESTAL TYPE). 0 PUSH BUTTON (b SIMPLEX RECEPTACLE NEMA 5-20R, +18" AFF LION NEMA 5-20R, +18" AFF UON TAMPER RESISTANT, NEMA 5-20R, +18" AFF UON U) � U) SWITCHED RECEPTACLE, NEMA 5-20R, +18" AFF UON 2 0 2 ISOLATED GROUND, NEMA 5-20R, +18" AFF LION NEMA 5-20R W/ GROUND FAULT CIRCUIT INTERRUPTER, +18" AFF UON SPLIT WIRED, NEMA 5-20R, +18" AFF UON CONTROLLED, NEMA 5-20R, +18" AFF UON NEMA 5-20R, ABOVE COUNTER. COORDINATE WITH CASEWORK SHOP DRAWINGS AND ARCHITECTURAL DRAWINGS. NEMA 5-20R WITH GROUND FAULT CIRCUIT INTERRUPTER, ABOVE COUNTER. COORDINATE WITH CASEWORK SHOP DRAWINGS AND ARCHITECTURAL DRAWINGS. TAMPER RESISTANT, NEMA 5-20R WITH GROUND FAULT CIRCUIT INTERRUPTER, ABOVE COUNTER. COORDINATE WITH CASEWORK SHOP DRAWINGS AND ARCHITECTURAL DRAWINGS. NEMA 5-20R, CONNECTED TO EMERGENCY CIRCUIT, +18" AFF UON NEMA 5-20R ON EMERGENCY CIRCUIT MOUNTED ABOVE COUNTER. COORDINATE WITH CASEWORK SHOP DRAWINGS AND ARCHITECTURAL DRAWINGS. CEILING -MOUNTED, NEMA 5-20R NEMA 5-20R WITH USB CHARGER - (2) TYPE A USB PORTS TAMPER RESISTANT, NEMA 5-20R WITH USB CHARGER - (2) TYPE A USB PORTS SYMBOLS LEGEND - POWER SYMBOL DESCRIPTION �a 2-POSITION SELECTOR SWITCH ;__k_Q 3-POSITION SELECTOR SWITCH HAND -OFF -AUTOMATIC a5—` Cz oYo ON -OFF SELECTOR SWITCH o I o 1 2-CIRCUIT PUSHBUTTON T Q __0 0— PUSHBUTTON SWITCH MOMENTARY CONTACT ® EQUIPMENT CONNECTION GENERATOR MOTOR CONNECTION SD SMOKE DAMPER �FSD FIRE SMOKE DAMPER ® --&— STARTER 3-POLE, NEMA SIZE 1 MINIMUM UNLESS NOTED OTHERWISE Eh COMBINATION STARTER HP RATED, 3-POLE, NEMA SIZE 1 MINIMUM, UNLESS NOTED OTHERWISE - OVERCURRENT PROTECTION AS REQUIRED BY EQUIPMENT MANUFACTURER OR AS NOTED ❑i —0 DISCONNECT SWITCH 3-POLE UNLESS NOTED OTHERWISE Zh -0'-O-Ii� FUSED DISCONNECT SWITCH 3-POLE UNLESS NOTED OTHERWISE CONTACTOR RELAY COIL CR CR-CONTROL RELAY; TD-TIME DELAY RELAY; UV-UNDERVOLTAGE RELAY; M-MOTOR CONTACTOR; M MOTOR -RATED SWITCH - SIZE OL PER MOTOR REQUIREMENTS H EQUIPMENT EMERGENCY SHUTDOWN SWITCH I SYMBOLS LEGEND - LIGHTING I SYMBOL I DESCRIPTION L1 -a LIGHT FIXTURE IDENTIFIER - REFER TO LUMINAIRE SCHEDULE A - 1 ---PANEL NAME - CIRCUIT NUMBER Z-XXX-1 '—SWITCH DESIGNATION - MIDDLE DIGITS REFER TO EM ROOM NUMBER - END DIGITS REFER TO SWITCH LEG SUBSCRIPT (IF APPLICABLE) * IF LABEL IS ORIENTED HORIZONTALLY A SLASH WILL SEPARATE THIS INFORMATION. EX: RL1 / A-1 / a / NIL SHADING INDICATES LUMINAIRE ON EMERGENCY CIRCUIT OR WITH BATTERY BACKUP 2x4 LUMINAIRE 0 1x4 LUMINAIRE ❑O 2x2 LUMINAIRE ® LINEAR LUMINARE ® WALL WASH LUMINAIRE WALL MOUNTED LUMINAIRE C 3r_ = UNDER -CABINET LUMINAIRE 1--0 1 STRIP LUMINAIRE 0 DOWNLIGHT OD WALL WASH DOWNLIGHT LUMINAIRE f0 WALL MOUNTED LUMINAIRE FOo WALL MOUNTED DIRECTIONAL LUMINAIRE G PENDANT MOUNTED LUMINAIRE TRACK LIGHT - LENGTH AS INDICATED ON PLANS NUMBER OF LUMINAIRES AS SHOWN POLE -MOUNTED LUMINAIRE - NUMBER OF LUMINAIRES AS �❑ SHOWN ON PLANS STREET LIGHT 0 IN -GROUND LANDSCAPE LUMINAIRE ®� ILLUMINATED EXIT SIGN - SINGLE FACE ARROW INDICATES DIRECTION OF EGRESS, UNIVERSAL MOUNT tot ILLUMINATED EXIT SIGN - DOUBLE FACE ARROW INDICATES DIRECTION OF EGRESS, UNIVERSAL MOUNT BATTERY -POWERED EMERGENCY WALLPACK COMBINATION BATTERY POWERED EMERGENCY WALLPACK TC AND ILLUMINATED EXIT SIGN TIME CLOCK - TYPE AS NOTED RC LIGHTING CONTROL SYSTEM ROOM CONTROLLER SB SWITCH BYPASS DEVICE ICS1-1 ILLUMINATION CONTROL STATION OS OCCUPANCY SENSOR CEILING MOUNTED WITH POWER PACK - DUAL TECHNOLOGY TYPE UNLESS NOTED: OS U = ULTRASONIC U OS P = PASSIVE INFRARED P OS OCCUPANCY SENSOR WALL MOUNTED PC PHOTOELECTRIC CONTROL CEILING MOUNTED PC PHOTOELECTRIC CONTROL WALL MOUNTED SAZAN G R 0 1 1 ` 600 Stewart St., Ste. 1400 Seattle, Washington 98101 ITel 206.267.1700 r Fax 206.267.1701 SAZAN# 911-23005 Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 `��ISTER� "� ONAL 03/29/2023 Z 0 W o W J N w� �a H Q Z_ 0 Qz Z m o0 Cn J Lo (o LLI DRAWING ISSUE DATE DESCRIPTION 03/31/2023 ISSUE FOR BID SHEET TITLE ELECTRICAL LEGEND SHEET NO. E001 Drawn SW Checked JTB © 2023 JOHNSTON ARCHITECTS Wu 2 n N M N O N N m c SAZ AN LUMINAIRE SCHEDULE G R O U P 600 Stewart St., Ste. 1400 Seattle, Washington 98101 FIXTURE TYPE DESCRIPTION MOUNTING INPUT WATTS CCT /CRI (W) LUMEN OUTPUT BALLAST / TRANSFORMER / DRIVER VOLTAGE LENS /REFLECTOR / BEAM TRIM /FLANGE /BAFFLE / FINISH BASIS OF DESIGN MANUFACTURER / CATALOG # REMARKS / ACCESSORIES/ OPTIONS Tel 206.267.1700 Fax 206.267.1701 SAZAN# 911-23005 SHEET NOTES A. LIGHT FIXTURES ON EMERGENCY POWER WILL BE INDICATED ON LIGHTING Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 C1 PENDANT MOUNTED LED 5" DIAMETER CYLINDER WITH CONDUIT CUTOUT CANOPY. PENDANT, AIR CRAFT CABLE LED, 24W 3500K 80+CRI 1900 NOMINAL LUMENS 0-10V DIMMING TO 10%, INTEGRAL DRIVER UNV SOLITE FROSTED, 50 DEGREE BEAM STANDARD PER ARCHITECTURAL USAI BEVELED 5.0 BLOCK BLRD5-24C3-35KS-50-SF-FINISH-CJX-U NV-D6A 1. SUSPEND SO BASE OF FIXTURE IS AT 9'-0-" AFF. DRAWINGS IN UPCOMING PHASES. PROVIDE INFRASTRUCTURE AND COMPONENTS AS REQUIRED FOR EMERGENCY POWER COMPATIBILITY COORDINATED WITH LIGHTING DRAWINGS. t 206.523.6150 f 206.523.9382 CIA SAME AS TYPE Cl EXCEPT 90CRI PENDANT, AIR LED, 24W 1800 NOMINAL 0-10V DIMMING TO UNV WALLWASH OPTIC, STANDARD PER USAI BEVELED 5.0 BLOCK WALLWASH 1. SUSPEND SO BASE OF FIXTURE IS AT 9'-0" AFF. FINAL WALLWASH CRAFT CABLE 3500K DELIVERED 10%, INTEGRAL FROSTED LENS ARCHITECTURAL BLRW5-24C3-35KH-FINISH-PJXB-UNV-D FIXTURE HEIGHT TO BE FIELD VERIFIED TO MATCH BASE OF B. ALL VISUAL COMPONENTS OF LUMINAIRE, LUMINAIRE ASSEMBLY AND 90+CRI LUMENS DRIVER 6A ADJACENT WOODEN DROP CEILING. 2. FIXTURE MANUFACTURER/MODEL SERIES TO MATCH C5 WALLWASH. MOUNTING HARDWARE TO MATCH FINISH INDICATED BY ARCHITECT. SUBMIT RFI FOR UNIQUE SITUATIONS AS REQUIRED. C. FINAL MOUNTING TYPE PER FINAL SPECIFIED WALL/CEILING/SURFACE INDICATED INDICATED WITHIN ARCHITECTURAL. CONTRACTOR TO VERIFY FINAL SPECIFIED HARDWARE IS COMPATIBLE WITH FINAL SPECIFIED CEILING/WALL/SURFACE FOR A COMPLETE ASSEMBLY PRIOR TO ORDER. D. LUMEN OUTPUT LISTED REPRESENTS DELIVERED LUMENS. E. REFER TO SPECIFICATION 265000 FOR ADDITIONAL INFORMATION. F. CONTRACTOR TO VERIFY VOLTAGE WITH ELECTRICAL BRANCH CIRCUIT ALLPRIMOUNTING DETAILS G. ALL MOUNTING DETAILS TO BE COORDINATED WITH ARCHITECT AND LIGHTING DESIGNER PRIOR TO EXECUTION. SUBMIT RFI FOR UNIQUE LP _r WA 0 � � NAL C2E RECESSED ROUND DOWNLIGHT WITH WALLWASH OPTIC AND RETROFIT HOUSING RECESSED LED, 13W 3500K 80+CRI 1000 LUMEN 0-10V DIMMING TO 10%, INTEGRAL DRIVER UNV WALLWASH OPTIC, FROSTED LENS STANDARD PER ARCHITECTURAL HALO MI-4 RETROFIT ML4D10FL9FS1 E010-TL40R-2G-FINISH- HOUSING 1. CONTRACTOR TO VERIFY DIAMETER OF EXISTING FIXTURE PRIOR TO ORDER. CONTRACTOR TO VERIFY HOUSING REQUIREMENTS WITH EXISTING CEILING PRIOR TO 2. PROVIDE WITH FIELD IINOTERCHANGABLE WALLWASH DISTRIBUTION. CIRCUMSTANCES THAT ARISE. H. WHEN LINEAR LENGTHS EXCEED MANUFACTURER PRODUCT OPTIONS, PROVIDE NO MORE THAN 3" OF UNLIT LENGTH BETWEEN ANY LINEAR 03/29/2023 CE EXISTING RECESSED DOWNLIGHT EXISTING LED, 5-13W 500 LUMEN+ EXISTING 277V EXISTING EXISTING PHILIPS LED RETROFIT LIGHT, BASE 1. RELAMP/REBALLAST ALL FIXTURES. CLEAN LENSING, REMAIN. RELAM P/REBALLAST. 3500K TO MATCH EXISTING. REFLECTOR, AND VISBLE COMPONENTS AS PRACTICAL. SEGMENTS. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ORDER 80+CRI INDICATING FIXTURE LENGTHS AND LOCATION OF SEAMS BETWEEN FIXTURES. RECESSED DOWNLIGHT RECESSED LED, 10W 800 LUMEN 0-10V DIMMING TO DIFFUSE LENS 55 STANDARD PER - HALO MI-4 I. ALL LOCATIONS ON LIGHTING PLANS ARE DIAGRAMMATIC. REFER TO ARCHTIECTURAL FOR EXACT FIXTURE DIMENSIONS. FIELD VERIFY LENGTHS C3 UNV 3500K 10%, INTEGRAL DEGREE BEAM ARCHITECTURAL ML4DM10LSFL9FSE010-TIR4D55WFL-2 FOR WALL TO WALL LUMINAIRES PRIOR TO ORDER. 80+CRI DRIVER G-FINISH J. CONFIRM ELEVATION OF WALL MOUNTED LUMINAIRES WITH ARCHTIECT AND/OR LIGHTING DESIGNER PRIOR TO INSTALLING. K. PENDANT LUMINAIRE MOUNTING HEIGHTS INDICATED IN LUMINAIRE SCHEDULE WHEN CONSISTENT, AND ON DRAWINGS BY FLAGGED NOTES C4 DECORATIVE SURFACE MOUNTED SURFACE LED, 19W 2300 LM 0-10V DIMMING TO UNV FROSTED LENS STANDARD PER PRUDENTIAL GAZE ROUND FIXTURE. 20" DIAMETER MOUNTED 3500K 10%, INTEGRAL WITH NO VISIBLE ARCHITECTURAL GAZERDX-18-LED35-MO-FINISH-D1-SC- WHEN UNIQUE TO THOSE FIXTURE(S). 80+CRI DRIVER DIODES UNV-SURF-X3-DM01 C5 RECESSED DOWNLIGHT WITH RECESSESD LED, 40W 1800 NOMINAL 0-10V DIMMING TO UNV FROSTED LENS STANDARD PER USAI BEVELED 5.0 WALLWASH 1. FIXTURE MANUFACTURER/MODEL SERIES TO MATCH C1A WALLWASH OPTIC. 3500K DELIVERED 10%, INTEGRAL WITH NO VISIBLE ARCHITECTURAL 6251-W-BEVEL-FLANGE-LRTW6-6040-C WALLWASH. 90+CRI LUMENS DRIVER DIODES 2-35KS-NC1-277V-DIML6E (n D1A DECORATIVE PENDANT WITH UNIQUE AMEOBA SHAPE. PENDANT, AIR CRAFT CABLE LED, 58W 3500K 4800 NOMINAL LUMENS 0-10V DIMMING TO 10%, INTEGRAL UNV FROSTED, DIRECT ONLY BLACK METALLIC TEXTURED, ARCHTIECT BETA CALCO PUZZLE C2 992012-D35-S3-BL 1. FINAL SHAPE PER ARCHITECT/OWNER, BASIS OF DESIGN OUTPUT AND WATTAGE LISTED IN SCHEDULE. CONTINUOUS LENSING AIMED 80+CRI DRIVER TO CONFIRM 0 DOWNWARDS. Z 0 D1B SAME AS TYPE D1A EXCEPT A PENDANT, AIR LED, 61W 4800 NOMINAL 0-10V DIMMING TO UNV FROSTED, DIRECT BLACK METALLIC BETA CALCO PUZZLE D2 1. FINAL SHAPE PER ARCHITECT/OWNER, BASIS OF DESIGN DIFFERENT SHAPE. CRAFT CABLE 3500K LUMENS 10%, INTEGRAL ONLY TEXTURED, ARCHTIECT 993012-D35-S3-BL OUTPUT AND WATTAGE LISTED IN SCHEDULE. 80+CRI DRIVER TO CONFIRM Q Uj o N W w� J wQ U) Q U) 0 Z 0 Q Z �O Z J o� Ld co w D1C SAME AS TYPE D1A EXCEPT A DIFFERENT SHAPE. PENDANT, AIR CRAFT CABLE LED, 84W 3500K 80+CRI 6700 NOMINAL LUMENS 0-10V DIMMING TO 10%, INTEGRAL DRIVER UNV FROSTED, DIRECT ONLY BLACK METALLIC TEXTURED, ARCHTIECT TO CONFIRM BETA CALCO PUZZLE A3 990013-D35-S3 XAL PANO 1. FINAL SHAPE PER ARCHITECT/OWNER, BASIS OF DESIGN OUTPUT AND WATTAGE LISTED IN SCHEDULE. L1 LINEAR SLOT LIGHT INTEGRATED CEILING LED, 8.2 W/LF 875 LM/FT 0-10V DIMMING TO UNV FROSTED STANDARD PER 1. PROVIDE WITH INTEGRATION BRACKET COMPATIBLE INTO WOODEN CEILING SYSTEM. SYSTEM 3500K 10%, INTEGRAL ARCHITECTURAL PAN03-CEILING-FINISH-SN-FEED-OP-3 WITH FINAL SPECIFIED CEILING SYSTEM. DRAWING ISSUE 3.25" WIDE LENS BY LENGTHS 80+CRI DRIVER 5K-C80-UNV-010V-0875LF-ST-LENGTH SHOWN ON DRAWINGS. DATE DESCRIPTION 03/31/2023 ISSUE FOR BID LINEAR PENDANT WITH DIRECT PENDANT, AIR LED, 11W/LF 1250LM/FT 0-10V DIMMING TO FROSTED, DIRECT STANDARD PER CORELITE CONTINUA SQ4 1. SUSPEND SO BASE OF FIXTURE IS AT 10'-0" AFF. L2 UNV ONLY CRAFT CABLE 3500K DIRECT 10%, INTEGRAL ONLY ARCHITECTURAL SQ4-F-OU-125D-835-1-D-UNV-STD-FINIS 80+CRI DRIVER H-CABLE-CEILING-LENGTH CORELITE CL4 L4A RECESSED LINEAR SLOT LIGHT. RECESSED LED, 10.3w/LF 1200 LM/FT 0-10V DIMMING TO UNV FROSTED STANDARD PER 3500K 10%, INTEGRAL ARCHITECTURAL CL4DR-F-120D-835-1-UNV-STD-W-CEILI 80+CRI DRIVER NG-LENGTH 1-413 RECESSED LINEAR SLOT LIGHT RECESSED LED, 10.3w/LF 1200 LM/FT 0-10V DIMMING TO UNV FROSTED, STANDARD PER CORELITE CL4 WITH 90CRI WALLWASH OPTIC. 3500K 10%, INTEGRAL ASYMMETRIC FLUSH ARCHITECTURAL CL4DR-A-120D-835-1-UNV-STD-W-CEILI 90+CRI DRIVER OPTIC NG-LENGTH DECORATIVE PENDANT, 20" IN PENDANT, AIR LED, 30W 2700 NOMINAL 0-10V DIMMING TO FROSTED LENSING. STANDARD PER EUREKA ALMA 1. SUSPEND FIXTURES TO 8'-0" AFF TO BASE OF FIXTURE. PIA UNV DIAMETER CRAFT CABLE 3500K LUMENS 10%, INTEGRAL ARCHITECTURAL 4257-LED.24-35-80-277-DV-CABLE 80+CRI DRIVER LENGTH -MOUNTING -FINISH R1 RECESSED 2X2 TROFFER RECESSED LED, 44W 4600 NOMINAL 0-10V DIMMING TO UNV FROSTED OPAL STANDARD PER CORELITE CLASS R2X 3500K LUMENS 10%, INTEGRAL LENS ARCHITECTURAL R2X-WO-6-L35-LD5-UNV-22-CEILING-ST 80+CRI DRIVER D R2 SAME AS TYPE R1 EXCEPT 2X4 RECESSED LED, 45W 5500 NOMINAL 0-10V DIMMING TO UNV FROSTED OPAL STANDARD PER CORELITE CLASS R2X 3500K LUMENS 10%, INTEGRAL LENS ARCHITECTURAL R2X-WO-3-L35-LD5-UNV-24-CEILING-ST 80+CRI DRIVER D RECESSED DOWNLIGHT, IP65 RECESSED LED, 10W 800 LUMEN 0-10V DIMMING TO FROSTED LENS STANDARD PER COOPER PORTFOLIO LDS4C S1 UNV SHEET TITLE RATED. 3500K 10%, INTEGRAL ARCHITECTURAL LDS4C-08-90-35-D010TR-FINISH-LGSKT 80+CRI DRIVER 4IP66 LUMINAIRE SCHEDULE V1 VANITY FIXTURE. 2FT LONG. WALL LED, 9.1W 1214 LUMEN 0-10V DIMMING TO UNV SQUARE PROFILE STANDARD PER EUREKA EXPO 1. MOUNTING HEIGHT PER ARCHITECTURAL ELEVATIONS. 3500K 10%, INTEGRAL WHITE TRIPLEX ARCHITECTURAL 3545-24-LED-35-80-277V-DV-SL-FINISH- 80+CRI DRIVER GLASS DIFFUSER. WH-3980B SHEET NO. X1 SINGLE/DOUBLE FACE EXIT SIGN UNV GREEN 5 WATTS NA INTEGRAL UNV CLEAR ACRYLIC BRUSHED ALUMINUM LITHONIA LIGHTING - EDG SERIES 1. EXIT SIGN SHADING/ARROWS PER ARCHITECTURAL LIFE EDG/R-FACES-G SAFETY DRAWINGS. E200 2. PROVIDE SURFACE MOUNT WITH STEM AT OPEN TO STRUCTURE, PROVIDE RECESSED IN ALL OTHER AREAS. FINAL MOUNTING HEIGHTS PER ARCHITECTURAL. 3. OWNER TO CONFIRM EXIT SIGNAGE COLOR. Drawn J K Checked JTB © 2023 JOHNSTON ARCHITECTS LIGHTING RELAY PANEL "LRP-1'v RELAY RELAY PANEL/CIRCUIT AREA SERVED/ RELAY DEVICE RELAY RELAY PANEL/CIRCUIT AREA SERVED/ RELAY DEVICE NUMBER IDENTIFICATION LOAD DESCRIPTION FUNCTION CONTROLLING RELAY NIJMRFRI IDENTIFICATION LOAD DESCRIPTION FUNCTION CONTROLLING RELAY 1 R1 413-3 PATIO - 122 - S1 ON/OFF/DIM LVS, PC, TC 25 R25 2 R2 ON/OFF/DIM 26 R26 3 R3 ON/OFF/DIM 27 R27 4 R4 ON/OFF/DIM 28 R28 5 R5 ON/OFF/DIM 29 R29 6 R6 ON/OFF/DIM 30 R30 7 R7 ON/OFF 31 R31 8 R8 ON/OFF/DIM 32 R32 9 R9 ON/OFF/DIM 33 R33 10 R10 ON/OFF/DIM 34 R34 11 R11 ON/OFF/DIM 35 R35 12 R12 ON/OFF/DIM 36 R36 13 R13 ON/OFF/DIM 37 R37 14 R14 38 R38 15 R15 39 R39 16 R16 40 R40 17 R17 41 R41 18 R18 42 R42 43 R43 2D/1 CONTROLLED RECPTACLES ON/OFF ICS1, TC 19 R19 20 R20 44 R44 2D/6 CONTROLLED RECPTACLES ON/OFF ICS1, TC 21 R21 45 R45 2D/7 CONTROLLED RECPTACLES ON/OFF ICS1, TC 22 R22 46 R46 2D/8 CONTROLLED RECPTACLES ON/OFF ICS1, TC 23 R23 47 R47 2D/9 CONTROLLED RECPTACLES ON/OFF ICS1, TC 24 R24 48 R48 2D/10 CONTROLLED RECPTACLES ON/OFF ICS1, TC CONTROLLING DEVICE LEGEND: NOTES: TC - TIMECLOCK 1. PROVIDE WIRING BARRIERS AS REQUIRED FOR SEPARATION OF 277V AND 120V POWER. ASSUMED LVS - LOW VOLTAGE SWITCH SEPERATION SHOWN WITH DOUBLE LINE. $D - DIMMER 2. LCP TIME CLOCK FUNCTION SHALL PROVIDE SWEEP OFF OF COMMON AREA LIGHTING FIXTURES ICSx - ILLUMINATION CONTROL STATION ONE HOUR AFTER NORMAL WORKING HOURS. LCP SHALLPROVIDE BLINK WARNING PRIOR TO PC - PHOTOCELL SWEEP OFF. COORDINATE EXACT TIME WITH OWNER'S REPRESENTATIVE. OS - OCCUPANY SENSOR 3. AFTER HOURS MANUAL OVERRIDE SWITCH SHALL PROVIDE 2-HOURS (MAXIMUM) OVERRIDE PERIOD. • •N: CIRCULATION DESK AND WORK'•• CONTROL RELAYS CONTROL FUNCTION STATION CONTROLLED ON/OFF/RAISE/LOWER ON CONTROLLED OFF 1 RECEPTACLES ON 2 ART WALK RAISE LOWER OFF ON CIRCULATION RAISE 3 DESK LOWER OFF ON 4 CHILDREN'S AREA RAISE LOWER OFF ON COLLECTION RAISE 5 AREA LOWER OFF ON 6 READING AREA RAISE LOWER OFF ON PERIMETER RAISE 7 LIGHTING LOWER OFF ON 8 PERIMETER RAISE LIGHTING LOWER OFF S A Z A N G R O U P 600 Stewart St., Ste. 1400 Seattle, Washington 98101 6) Tel 206.267.1700 Fax 206.267.1701 SAZAN# 911-23005 Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 03/29/2023 0 Z 0 0 LU o W >. CV w� � 3: Q O Z_ 0 Q Z Z o Cn J LU (ow DRAWING ISSUE DATE DESCRIPTION 03/31/2023 ISSUE FOR BID SHEET TITLE LIGHTING CONTROL SCHEDULES SHEET NO. 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Ii --'--- '- 114 ■ ■ � ■ ■ �JD,) 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 II I I I I I I I I I I _I__ --------------'-------'-------------------------------------------------------------------------------------------;--- ® ® -0�IIIIZ] -0�IIIIZ] ° �IIIIZ] �IIIIZ] I I I T I I I I ---------- �------------'� III- I I I I m II II � II II II m . III ■ II II ��II. II III IIII i � i I S A Z A N G R O U P 600 Stewart St., Ste. 1400 Seattle, Washington 98101 Tel 206.267.1700 fl) Fax 206.267.1701 SAZAN# 911-23005 0 0' 8' 16' Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 03/29/2023 Cn 0 Z 0 0 W o U) MENNEN Q O Q Z �O C� J LID w DRAWING ISSUE DATE DESCRIPTION 03/31/2023 ISSUE FOR BID SHEET TITLE LIGHTING - DEMOLITION PLAN SHEET NO. ED31 0 Drawn J K Checked JTB © 2023 JOHNSTON ARCHITECTS LIGHTING COMPLIANCE SUMMARY 2018 WSEC Compliance Forms for Commercial Buildings including Group R2, R3 & R4 over 3 stories and all RI Administered by: C2023 NEEA, All rights reserved Project & Applicant Information Project Title Sno-Isle Edmonds Library - 2018 WSEC For Building Department Use: Date: Mar 29, 2023 ProjectAddress 650 Main Street Edmonds, WA 98020 Applicant Name Shannon Wick Applicant Phone 206-267-1700 ,Applicant Email swick@sazan.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com General Occupancy All Commercial General Building UseTN pe Entmt/Assembly, Library Building Cond. Floor Area 16,652 General Project Types Alteration New Building or Addition Lighting Scope Alteration Lighting Scope Interior Lighting Project Cond. Floor Area 16,652 Floors Above Grade I Compliance Method Compliance Method I - General Lighting Project Description The proposed space is to be a public library with associated business areas. Lighting Compliance Scope Project Type (Interior i Interior / Exterior neludes both interior & parking) Luminaire Replacement Scope Compliance Method I LPA Calculation Adjustment Compliance Verification and Method Alteration Interior Lighting 50% or more replaced Building area No Calculation Adjustments allowed COMPLIES Additional Efficiency Options Included r ject 11 Sno-Isle Edmonds Library - 2018 WSEC Date I Mar 29, 2023 Lighting Power Calculation ALTERATION - INTERIOR LIGHTING (50% or more replaced) Compliance Verification I COMPLIES Compliance Method I Building area I LPA Calculation Adjustment I none Interior Lighting Power Allowance - Building Area Building Areas Gross Interior Area (SIT) LPA (Watts/SF) I Total Wafts All ed I Total Proposed Wafts Compliance Status by (SIT x LPA xow 1) By Building Area Building Area Library 1 16,652 1 0.83 1 13,821 9,869 COMPLIES Proposed Lighting Power Density Fixture Type/Application Fixture ID Building Area New or Existing -to -Remain Quantity of Fixtures, CLDs or Luminaires (#F) Watts per Fixture, CLD or Luminaire (WpF) Total Linear Feet (LF) Wafts per Linear Foot (WpLF) Total Watts Proposed (#F x WpF) or (LF x WpLF) Individual Fixtures Decorative C1 Library New 58 24 1,392 Decorative DIA Library New 1 39 39 Decorative DIB Library New 1 61 61 Decorative DIC Library New 1 84 84 Decorative PIA Library New 8 30 240 Decorative CIA Library New 7 24 168 Decorative C4 Library New 4 19 76 Direct / indirect pendant L2 Library New 454 11 4,994 Direct / indirect pendant L4A Library New 48 10 494 Troffer RI Library New 17 44 748 Troffer R2 Library New 2 45 90 Recessed cove lighting Ll Library New 48 11 504 Recessed cove lighting L4B Library New 14 10 140 Recessed downlight C2E Library Existing 8 10 80 Recessed downtight S1 Library New 1 10 10 Recessed dowrilight CE Library Existing 33 13 429 Recessed downlight C3 Library New 1 10 10 Wall -mounted V1 Library New 1 10 10 Wall -mounted L5 Library New 30 10 1 3009 1 Exempt Fixtures I I I I Advertising or directional signage X1 Library I New 6 1 1 Project Title I Sno-Isle Edmonds Library - 2018 WSEC Date Mar 29, 2023 Proposed Fixtures Details ALIERATION - INTERIOR LIGHTING (50% or more replaced) Fixture Type/Application Fixture ID Location in Documents Lamp Type Building Area New or Existing -to -Remain Individual Fixtures Decorative Cl E310 LED Library New Fixture Description: PENDANT MOUNTED LED CYLINDER Are these fixtures located within a daylight zone?: Yes, controls provided Daylight zone location(s): Sidelit daylight zones (primary and/or secondary) Dimming method: Continuous dimming Do these fixtures require specific application lighting controls?: None required Decorative DIA I E310 LED Library New Fixture Description: DECORATIVE PENDANT Are these fixtures located within a daylight zone?: Yes, controls provided Daylight zone location(s): Sidelit daylight zones (primary and/or secondary) Dimming method: Continuous dimming Do these fixtures require specific application lighting controls?: None required Decorative DIB F_ E310 LED Library New Fixture Description: DECORATIVE PENDANT Are these fixtures located within a daylight zone?: Yes, controls provided Daylight zone location(s): Sidelit daylight zones (primary and/or secondary) Dimming method: Continuous dimming Do these fixtures require specific application lighting controls?: None required Decorative DIC I E310 —7—LED Library New Fixture Description: DECORATIVE PENDANT Are these fixtures located within a daylight zone?: Yes, controls provided Daylight zone location(s): Sidelit daylight zones (primary and/or secondary) Dimming method: Continuous dimming Do these fixtures require specific application lighting controls?: None required Decorative —F—LED PIA I E310 Library I New Fixture Description: DECORATIVE PENDANT Are these fixtures located within a daylight zone?: Yes, controls provided Daylight zone location(s): Sidelit daylight zones (primary and/or secondary) Dimming method: Continuous dimming Do these fixtures require specific application lighting controls?: None required Decorative CIA I E310 LED Library New Fixture Description: PENDANT MOUNTED LED CYLINDER WALLWASH Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Decorative C4 I E310 LED Library New Fixture Description: DECORATIVE SURFACE MOUNTED FIXTURE. 18" DIAMETER Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Direct / indirect pendant L2 I E310 LED Library New Fixture Description: LINEAR PENDANT Are these fixtures located within a daylight zone?: Yes, controls provided Daylight zone location(s): Sidelit daylight zones (primary and/or secondary) Dimming method: Continuous dimming Do these fixtures require specific application lighting controls?: None required Direct / indirect pendant L4A I E310 LED Library New Fixture Description: LINEAR PENDANT Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Troffer RI I E310 LED Library New Fixture Description: RECESSED 2X2 TROFFER Are these fixtures located within a daylight zone?: Yes, controls provided Daylight zone location(s): Sidelit daylight zones (primary and/or secondary) Dimming method: Continuous dimming Do these fixtures require specific application lighting controls?: None required Troffer R2 I E310 LED Library I New Fixture Description: RECESSED 2X4 TROFFER Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Recessed cove lighting Ll I E310 LED Library New Fixture Description: RECESSED LINEAR SLOT LIGHT. 3" WIDE APERATURE. Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Recessed cove lighting L413 F E310 LED Library New Fixture Description: LINEAR PENDANT Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Recessed downlight C2E I E310 LED Library Existing Fixture Description: DOWNLIGHT MONOPOINT WITH LED REPLACEMENT LAMP Are these fixtures located within a daylight zone?: Yes, controls provided Daylight zone location(s): Sidelit daylight zones (primary and/or secondary) Dimming method: Continuous dimming Do these fixtures require specific application lighting controls?: None required Recessed downlight S1 I E310 LED Library New Fixture Description: RECESSED DOWNLIGHT, IP65 RATED Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Recessed downlight CE F_ E310 LED Library Existing Fixture Description: RECESSED DOWNLIGHT WITH LED REPLACEMENT LAMP Are these fixtures located within a daylight zone?: Yes, controls provided Daylight zone location(s): Sidelit daylight zones (primary and/or secondary) Dimming method: Continuous dimming Do these fixtures require specific application lighting controls?: None required Recessed downlight C3 I E3.00 LED Library New Fixture Description: RECESSED DOWNLIGHT Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Wall -mounted Vi I E310 LED Library New Fixture Description: VANITY FIXTURE Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Wall -mounted L5 E310 LED Library New Fixture Description: WALL MOUNTED LED LINEAR WALLWASH Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: None required Exempt Fixtures I I Advertising or directional signage Xi E310 Library New Fixture Description: EXIT SIGNS 2 n CNJ C) 2�! CY) 2!! 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2023 NEEA, All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupportawaenergycodes.com Project: Sno-Isle, Edmonds Library - 2018 WSEC 650 Main Street Edmonds, WA 98020 Applies Code Section Component Compliance Information Required In Permit Location in Documentation Documents LIGHTING SCOPE C103.1 Construction For a shell & core or tenant space (first build - documents - General out) project, indicate if there is no lighting scope included in the project. YES C103.1 Construction For an alteration project, indicate if there is documents - General no lighting scope included in the project. LIGHTING CONTROLS YES C405.2 Lighting controls, For all lighting fixtures, indicate lighting E310 YES YES YES YES YES general control method on plans for spaces and lighting zone(s) served, or exception taken C405.1 Luminaire level Indicate on plans all fixtures provided with Option 2 lighting controls LLLC in lieu of C405.2 lighting controls; (LLLC) provide description of control capabilities and performance parameters C405.2.5, Lighting in dwelling Indicate method of automatic control of all Item 3 units (dormitory, installed luminaires in dwelling units in C405.2.1.1 hotel and all other buildings other than multifamily (occupancy C405.2.3.1 than multifamily) or light reduction controls) C405.2.5, Lighting in sleeping Indicate method of automatic off control of Item 2 units all installed luminaires in sleeping units (vacancy or key card control); also refer to Receptacles C405.2.3 Manual controls Indicate on plans the method of manual C405.2.3.1 lighting control, location of manual control C405.2.5 device and the area or specific application it serves C405.2.3.1 Manual interior light Indicate on plans which method of manual C405.2.1.1 reduction controls 50% lighting load reduction is provided, or C405.2.4 indicate applicable exception C405.2.1 Method of automatic Indicate on plans the method of automatic C405.2.2.1 shut-off control shut-off control during unoccupied periods C405.2. 1, (occupancy sensor, time switch or digital Exception 3 timer switch) for all lighting zones C405.2.1 Occupant sensor Indicate on plans all luminaires that are controls controlled by occupant sensor controls; indicate controls are configured to turn luminaires 100% off when the space is unoccupied C405.2.1 Occupant sensor Indicate if occupant sensor controls are C405.2.1.1 controls configured to be manual on or automatic on to not more than 50% power; indicate spaces eligible for exception that allows automatic on to 100% power Page 1/10 E310 E310 E310 E310 Date: 2023-03-28 Building Department Notes 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2023 NEEA, All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com YES C405.2.4 Daylight responsive Indicate on plans lighting zone(s) served by controls daylight responsive controls; indicate that the area served by each control device does not exceeds 2,500 sf NA Identify sidelit and toplit daylight zones that are not provided with daylight sensing controls and the exception(s) that apply YES C405.2.4. 1.1 Daylight responsive Indicate on plans the lighting load reduction controls method (continuous dimming, or stepped dimming that provides at least two even steps between 0%-100% of rated power) NA C405.2.4.1 Daylight responsive Indicate that daylight sensing controls are controls configured to completely shut off all controlled lights in the lighting zone NA C405.2.5 Additional controls - Identify spaces and lighting fixtures on plans Specific application that require specific application lighting lighting controls controls per this section NA C405.2.5, Display and accent Indicate on plans that manual controls are Item 1 lighting provided that control display, accent lighting and display case lighting independently from both general area lighting and other lighting applications within the same space NA Indicate manual and automatic (occupant sensor or time switch) lighting control methods C405.2.5, Hotel/motel guest Indicate method of automatic control - Item 3 rooms vacancy or captive key control of all installed luminaires and switched receptacles in guest room NA C405.2.5, Supplemental task Indicate method and location of manual and Item 1 lighting automatic shut-off control (occupant sensor or time switch) for supplemental task lighting, including under -shelf or under -cabinet lighting NA C405.2.5, Lighting equipment Indicate on plans that lighting equipment for Item 1 for sale or sale or demonstration are controlled demonstration independently from both general area lighting and other lighting applications within the same space NA Indicate manual and automatic (occupant sensor or time switch) lighting control methods NA C405.2.5, Lighting for non- Identify all eligible non -visual lighting Item 4 visual applications applications on plans; indicate that the area served by each control device does not exceeds 4,000 sf NA Indicate on plans that non -visual lighting are controlled independently from both general area lighting and other lighting applications within the same space 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2023 NEEA, All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com M11 NA NA NA NA NA NA NA YES NA NA C405.2.1.2 Occupant sensor Indicate each aisleway and corridor within a controls - warehouses warehouse space are designated as separate spaces zones that are independently controlled Indicate occupant sensors are configured to automatically reduce lighting power by 50% when the zone is unoccupied and 100% off after the zone is unoccupied for over 20 minutes; indicate controls are configured to automatically restore lighting to full power when the zone or space is occupied C405.2.1.3 Occupant sensor For open plan office areas larger than 300 sf, controls - open plan indicate general lighting is provided with office areas vacancy controls that reduce lighting power by not less than 80% and are configured to turn luminaires 100% off when the space is unoccupied; indicate that no individual control zone area exceeds 600 sf C405.2.1.4 Occupant sensor Indicate parking garage general lighting is controls - parking provided with vacancy controls that reduce garages lighting power by not less than 30% and are configured to turn luminaires 100% off when no vehicles or pedestrians are present, unless eligible for an exception; indicate that no individual control zone area exceeds 3,600 sf C405.2.1.5 Occupant sensor Indicate stairway fighting is provided with controls - enclosed vacancy controls that reduce lighting power by fire -rated stairwells not less than 50% when the stairway in unoccupied C405.2.2.1 Automatic time Indicate spaces on plans where time switch switch controls controls turn luminaires 100% off during unoccupied hours Indicate spaces on plans where time switch controls are configured to turn on lighting to full power versus 50% power Indicate locations of override switches on plans and the lighting zone(s) served; indicate that the area(s) served by each override switch does not exceeds 5,000 sf C405.2. 1, Digital timer switch Indicate digital timer switch control includes: Exception 3 manual on/off, time delay, audible and visual indica on o impen ing ime-out C405.2.4.2 Daylight zones - Indicate primary and secondary sidelit C405.2.4.3 Sidelit and toplit daylight zone floor areas on plans Indicate toplit daylight zone floor plans For small vertical fenestration assemblies (rough opening less than 10 percent of primary daylight zone floor area) where daylight responsive controls are not required, provide fenestration area to daylight zone floor area calculation(s) 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2023 NEEA, All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA Indicate method of manual lighting control and applicable automatic lighting control YES C405.2.5, Means of egress Identify on plans egress fixtures that function Item 5 lighting as both normal and emergency means of egress illumination YES Provide calculation of lighting power density of total egress lighting NA If total egress lighting power density is greater than 0.02 W/sq. ft., indicate on plans egress fixtures requiring automatic shut-off during unoccupied periods YES Indicate method of automatic shut-off control NA C405.4.1 Lighting control of Indicate that exempt interior lighting C405.4.2 exempt interior equipment and fighting located within spaces lighting that are eligible for a lighting power exemption are controlled independently from non-exempt and general area lighting C405.2.6 Exterior lighting For decorative exterior lighting, indicate on controls plans automatic daylight shut-off controls, or exception taken For exterior lighting that is not decorative, indicate on plans automatic daylight or time - switch shut-off controls and setback controls; or indicate exception taken For lighting requiring setback controls, include control sequence that reduces lighting power by at least 30% between 12am-6am, or from I hour after closing to 1 hour before opening, or based upon motion sensor For building facade and landscape lighting, indicate control sequence for shut-off control is based on dawn -to -dusk and business opening/closing schedule; indicate whether automatic or time switc contro s wi e * A - _' -A F_' ft*� f - t� __ C405.5.2 Lighting control of Indicate that exempt exterior lighting and exempt exterior lighting located within exterior areas/surfaces lighting that eligible for a lighting power exemption are controlle in epen ent rom non- exempt exterior lighting C405.5.4 Exterior gas -fired Indicate ignition system is a method other lighting appliances then continuously burning pilot light YES C405.2.7 Area controls - Indicate location(s) of master control Master control switch(es) intended to control multiple switches and circuit independent switches; circuit breaker may not power limit be used as a master control switch YES Verify that no 20 amp circuit controlled by a single switch or automatic control is loaded beyond 80% ADDITIONAL EFFICIENCY CREDIT - ENHANCED INTERIOR LIGHTING CONTROLS SAZ AN G R 0 U P 600 Stewart St., Ste. 1400 Seattle, Washington 98101 CTel 206.267.1700 6) Fax 206.267.1701 SAZAN# 911-23005 Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 03/29/2023 Cn 0 Z 0 M LU C:) LU C\l C:) 1--- 00 LU U) LU < 0� 3: I U) U� C) Z 0 Z Z 0 C:) U) Lo (0 DRAWING ISSUE DATE DESCRIPTION 03/31/2023 ISSUE FOR BID SHEET TITLE WSEC ENERGY COMPLIANCE FORMS SHEET NO. E300 Drawn KS Checked JTB @ 2023 JOHNSTON ARCHITECTS A Page 3110 Page 4110 2 n N N c� ri c� N 0 N rn N m c 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2023 NEEA, All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C406.4 Enhanced digital lighting controls INTERIOR LIGHTING POWER & EFFICACY To comply with additional efficiency credit, indicate on plans that interior lighting fixtures are configured with all of the following control functions, as applicable: 1) Each fixture is individually addressed, or exception taken; 2) Fixtures are configured for continuous dimming; 3) No more than eight fixtures are controlled by a single daylight sensor; 4) In enclosed and open office areas, illumination levels of overhead general area lighting is configured to be individually adjusted by occupants Include calculations that demonstrate the total lighting power of all interior lighting fixtures configured with enhanced lighting controls is no less than 90% of the total interior lighting power for the area the enhanced lighting controls credit is being applied to YES C405.4.1 Total connected Include all luminaires in interior lighting C405.4.2 interior lighting fixture schedule; indicate fixture types, lamps, power ballasts, and manufacturer's watts per fixture for the installed lamp Identify spaces eligible for lighting power NA exemption on plans and in WSEC interior lighting compliance reports; indicate the exception applied Identify lighting equipment eligible for NA lighting power exemption in fixture schedule and in WSEC interior lighting compliance reports; indicate the exception applied C405.1 Lighting in dwelling For all installed luminaires, include lamp type C405.1.1 units (multifamily) and number of lamps in lighting fixture schedule; for lamps that are not LED, T-8 or small diameter fluorescent, indicate efficacy of other lamp types is 65 lumens per watt or greater For all installed luminaires, indicate in lighting fixture schedule whether complying via lighting power density or by qualifying lamp type; if by lamp type, include number of lamps For all installed luminaires, indicate in lighting fixture schedule whether complying via lighting power density or by qualifying lamp type; if by lamp type, include number of lamps INTERIOR LIGHTING POWER CALCULATION - INDICATE COMPLIANCE PATH TAKEN YES C405.4.2.1 Building Area Demonstrate that total proposed wattage per Method building area does not exceed maximum allowed wattage per building area; identify locations of building areas on plans; provide WSEC exterior lighting compliance reports Page 5110 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2023 NEEA, All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com YES C503.6.3 Lighting panel Where a new interior and/or exterior lighting alterations panel is installed or an existing panel is moved (all new raceway and conductor wiring), indicate all applicable lighting controls requirements apply C503.6.4 Newly -created rooms Where interior space(s) is reconfigured (permanently installed walls or ceiling -height partitions) to create new enclosed spaces, indicate all applicable lighting controls requirements apply YES C504.2 Lighting repairs Identify existing luminaires being upgraded with bulb and / or ballast replacement; indicate fixture alteration does not increase existing fixture wattage NA C505.1 Change of interior Identify spaces on plans where the building space use area type or space use type is being changed from one type to another per Tables C405.4.2(1) or (2) YES Indicate compliance method (building area or space -by -space); include all new and existing - to -remain luminaires in WSEC interior lighting compliance reports; indicate proposed lighting wattage does not exceed maximum allowed per compliance path RECEPTACLES C405.10 Controlled Identify all controlled and uncontrolled receptacles receptacles on electrical plans in each space in which they are required; include receptacle configuration such as spacing between controlled and uncontrolled, duplex devices, etc Provide schedule that lists the number of controlled and uncontrolled receptacles in each space where controlled receptacles are required - classrooms, private offices, open office areas, conference rooms, copy rooms, break rooms and modular partitions/workstations Indicate on plans the method of automatic control for each controlled receptacle zone (occupant sensor or programmable time -of - day control); indicate that each zone served by a single controller does not exceed 5,000 sf C405.2.5, Switched receptacles Indicate method of automatic off control of Item 2 in sleeping units all switched receptacles in sleeping units (vacancy or key card control) C503.6.6 Electrical receptacle Where new receptacles are added or replaced alerations within an alteration project that is 5,000 sf or larger, indicate receptacles are provided with automatic controls per C405.10, or exception taken MOTORS, TRANSFORMERS, ELECTRIC METERS, INTERIOR TRANSPORTATION Page 8110 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2023 NEEA, All rights reserved The following information is necessary to check a mechanical permit application for compliance with the mechanical systems and equipment requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA For other mechanical cooling systems (includes DX and chilled water coils) that control space temperature by modulating airflow (in lieu of, or in addition to, controlling capacity in response to space temperature) - Provide fan controls for modulating supply airflow; indicate minimum fan speed is <_ 50% of full speed drawing <_ 30% of full speed fan power during periods of low cooling or ventilation only; or exception applied ADDITIONAL EFFICIENCY PACKAGE OPTION, MORE EFFICIENT HVAC EQUIPMENT & FAN PERFORMANCE - MUST COMPLY WITH ALL 3 PROVISIONS TO BE ELIGIBLE C406.2.1 HVAC system To comply with this additional efficiency selection credit, provide calculations that demonstrate (based on heating and cooling output capacity) that 90% or more of all HVAC equipment serving conditioned floor areas have a corresponding WSEC listed efficiency; or exception applied C406.2.2 Minimum equipment In addition to system selection requirement, efficiency indicate that all associated heating and cooling equipment have a rated efficiency for all equipment performance criteria (heating, cooling, full load, part load) that is at least 15% better than the listed WSEC efficiency; include specific equipment exceptions applied For systems required to provide a TSPR report per C403.1.1, demonstrate that the proposed design ratio is at minimum 10% higher than the standard reference design ratio For projects complying via weighted average efficiency exception, include calculations that demonstrate the overall average better than code efficiency of all equipment performance criteria for all equipment is > 15%; indicate that all equipment has at least 5% better than code efficiency For systems serving low energy and semi - heated spaces, indicate that 90% or more of installed heating output capacity is provided by electric infrared or gas -fired radiant equipment for localized heating applications only C406.2.3 Minimum fan In addition to system selection and efficiency efficiency grade requirements, indicate rated FEG of all >_ 1 hp (750 watt) stand alone supply, return and exhaust fans is >_ 71; indicate these fans are sized so the fan efficiency at design conditions is within 10% of the maximum total or static efficiency VENTILATION, EXHAUST & ENERGY RECOVERY YES C403.2.2.1 Ventilation Indicate method of ventilation air delivery Mechanical, M200 (natural or mechanical) for each zone -- c 2018 WSEC Requirements for Commercial Buildings including Group R2 R3 & R4 over 3 stories &all R1 Administered b 02023 NEEA All rights reserved q 9 9 P Y 9 The followinginformation is necessary to check a permit application for compliance with the lighting systems, motors and electricals stem requirements in the rY P PP P 9 9 Y � Y q Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com C405.6 Electrical Include electrical transformer schedule on transformers electrical plans; indicate transformer type, size, efficiency, or exception taken YES C405.11 Feeders and branch Provide documentation that demonstrates circuits maximum voltage drop across feeders and branch circuits does not exceed 5% C405.7 Dwelling unit Indicate on electrical plans that each dwelling electrical energy unit in Group R-2 has a separate electrical consumption energy meter C405.8 Electric motor Include all motors, including fractional hp efficiency motors, in electric motor schedule on electrical plans; indicate motor type, horsepower, rpm, rated efficiency, or exception applied C405.9.1 Elevator cabs For luminaires in each elevator cab, provide calculations that demonstrate average efficacy is not less than 35 lumens per watt For elevators that do not have an integral air conditioning system, indicate rated watts per cfm for elevator cab ventilation fans do not exceed 0.33 watts per cfm Indicate automatic controls that de -energize lighting and ventilation fans when elevator is stopped and unoccupied for a period of 15 minutes or more C405.9.2 Escalators and Indicate escalators comply with ASME moving walks A17.1/CSA B44; automatic controls are configured to reduce operational speed to the minimum permitted when not in use C405.9.3 Regenerative drive Indicate all one-way down or reversible escalators are provided with a variable frequency regenerative drive DOCUMENTATION AND SYSTEM REQUIREMENTS TO SUPPORT COMMISSIONING (CX) YES C408.4 Scope of electrical Indicate that all electrical systems power and lighting (receptacles, transformers, motors, vertical systems and horizontal transportation) for which the commissioning WSEC requires control functions and / or configuration to perform specific functions are required to be commissioned YES Where total building lighting load is > 20 kW, or where total lighting load of luminaires requiring daylight sensing and / or occupancy control > 10 kW, indicate that all automatic lighting control systems are required to be commissioned; or provide building lighting power calculation demonstrating eligibility for exception YES C405.13 Commissioning Indicate Cx requirements in plans and C408.1.1 requirements in specifications for all applicable electrical and C408.1.2 construction lighting control systems per C408 C408.1.4.2 documents C 103.6.3 Page 9110 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2023 NEEA, All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com LIGHTING ALTERATIONS NA C503.6.1 NA 'ES C503.6.2 Demonstrate that proposed wattage per non - tradable surface type does not exceed maximum allowed wattage per non -tradable surface type (including base site allowance remaining after tradable allowance calculation); identify locations of non -tradable surfaces on plans; provide WSEC exterior lighting compliance reports Interior and parking Where >_ 50% of existing luminaires in an garage lighting interior space or parking garage are replaced; fixture alterations indicate compliance path (building area or space -by -space method); include all new and existing -to -remain luminaires in WSEC interior lighting compliance reports; indicate proposed lighting wattage does not exceed maximum allowed per compliance path Where < 50% of existing luminaires in an interior space or parking garage are replaced; indicate total existing lighting wattage in each space prior to alteration; include all new and existing -to -remain luminaires in WSEC interior lighting compliance reports; indicate proposed total lighting wattage in alteration area does not exceed total existing lighting wattage prior to alteration Where >_ 50% of existing exterior lighting wattage is replaced; include all new and existing -to -remain luminaires in WSEC exterior lighting compliance reports; indicate proposed total exterior lighting wattage does not exceed maximum allowed Where < 50% of existing exterior lighting wattage is replaced; indicate total existing lighting wattage prior to alteration; include all new and existing -to -remain luminaires in WSEC interior exterior compliance reports; indicate proposed total exterior lighting wattage does not exceed total existing wattage prior to alteration Interior lighting Where new wiring is installed to serve new wiring and circuiting interior luminaires and /or luminaires are alterations relocated to a new circuit; indicate manual and automatic lighting controls are provided (as applicable) - manual (C405.2.3); occupancy sensor (C405.2.1); light reduction (C405.2.3); daylight responsive (C405.2.4); specific application (C405.2.5) Where new wiring is installed to serve new exterior luminaires and /or luminaires are relocated to a new circuit; indicate automatic lighting controls are provided (C405.2.6) 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by @2023 NEEA, All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com YES YES C408.1.2 C408.1.2.1 C408.1.4 C 103.6.3 C408.1.2 C408.1.4 C 103.6.3 Commissioning requirements in construction documents Commissioning requirements in construction documents YES C408.4.1 Functional performance testing criteria PROJECT CLOSE OUT DOCUMENTATION YES C103.6.3 Project close out documentation requirements If "no" is selected for any question, provide explanation. Include general summary of Cx plan per C408.1.2 including: 1) Narrative description of activities; 2) Responsibilities of the Cx team; 3) Schedule of activities including verification of project close out documentation per C103.6; 4) Conflict of interest plan (if required) Include in general summary that a Cx project report and Compliance Checklist (Figure C408.1.4. 1) shall be completed by the Certified Cx Professional and provided to the owner prior to the final electrical inspection Identify in plans and specifications the intended operation of all equipment and controls during all modes of operation, including interfacing between new and existine-to-remain systems Indicate in plans that project close out documentation is required including WSEC lighting compliance reports that document all interior and exterior lighting area and / or surface types, lighting power allowances and installed densities Page 10/ 10 SAZ AN G R O U P 600 Stewart St., Ste. 1400 Seattle, Washington 98101 6) Tel 206.267.1700 Fax 206.267.1701 SAZAN# 911-23005 Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 03/2n/2023 Cn 0 Z 0 W o W CV c::) w� U LU < QU) I--- U� O Z 0 QZ Z _ �O o0 C� J (o w DRAWING ISSUE DATE DESCRIPTION 03/31/2023 ISSUE FOR BID SHEET TITLE WSEC ENERGY COMPLIANCE FORMS SHEET NO. E301 Drawn KS Checked JTB @ 2023 JOHNSTON ARCHITECTS A N N M Cl) co N O N N C'•) a� c 2 o D E MEN'S RESTR00 CUSTODIA 103 104 LOBBY 101`, 1\ NOT IN SCOP' i R1 R1 R1 R1 ' '"_�'' � �"''•'� R1 R1 !I;;/ ELECTRICAL ROOri 4B-3 4B-3 4B-3 4B-3 4B-3 4B-3 L MEWS RESTROOM 1�� IIb---- - - - --a b----- - - - -�b a a a 105 PDZ OS a,b OS a,b i NORK ROUIVI , ,; i L----------------- 9---------------.J R1 1 �$ 1 R1 4B-3 B-3 4B-3 a b E b �b F]a El a �a R2 R2 R2 R2 R2 C5 X1 Q Q Q Q R364B-13 4B-3 4B 3 4B-3/ RI R1 R1 ®7 STAFF FOCUS ROOM CIA CIA CIA CIA CIA R3005 i R1 R1 119 4B 13 4B 13 4B 13 46 13 4B 13 4B-13 X1 �� i r� 4B-3 4B-3 4c, C1 C1R3 O► ®4B-7 R1 a 6 '—' a4B-13 4B-13 C5 4B-3 u TYP. I o- IC• 4B-13 12 X1 (II -I4B-3 4 O 4 4B-7 l o l o RC a,b,c DM c OS c o OS ji C1 Q• c C1 Oc C1 Q• 413-3 413-3 413-3 o7 R1 C1 ART WALK C1 L1 L1 L1 R1 �r a OS3111 STAFF LWUNUE S1 111 4B-13 4B-13 4B-13 4B-13 BOOK SALE 4B-13 4B-3 R2 OS dtl 4B 3 PC k x1 107B Q n 4B 3 R2 0 O DM ®4B-7 R4 R4 C1 C1 4B-13 a 413-13 CI CULATI= DESK 17 107A P DZ TSDZ i O IV R5 u R5 u R5 I I i R4 R4 CE O 4B-13 i X3 R9 i 413-7 C1 - FCE PC C1 i tot C1 C1 C1 C1 4B-13 4 -13 CE 4B-13 i 4B-13 4B-13 4B-13 4B-13 @) FO 4B-13 V R10 R9 R8 R6 R6 C1 R6 R6 R6 CE 4B-11 4B Ah 4B-11 ----------------------------- PDZ 11CE CE CE i R21 �R6 R2 COLLECTION CE R114B-9 4B-90 4B-9 R10 4B-9 R111 L2 1 C O PC 1 413-11 C1 R11 4B-13 C1 C1 O C1 O 1 R19 413-9 R12 4B-9 R12 413-9 R12 ------------- C2E I i SDZ � 4B-11 L2 R6 L2 46-9 i C1 i C1 C1 i 413-11 40 413-9 i 4B-9 413-9 C LECTION R14 �-------Q--� 0 i R21 C1 R22 R12 i R13 R13 114A 413-13 O 4B-11 i COLLE N R6 C2E i R18 i 114 413-9-----C1 s - i C1 Q C1 O 40 4B-9 R15 i 4B-9 R13 4B-9 R13 i L2 C1 L2 R14 i i 4B-11 413-13 413-11 O I R16 R15 R15 R15 L2 i R21 R6 R22 C1 O C1 O C1 O 4B-11 i D1A Li Lu 7 O 4B 9 O 4B 9 4B 9 4B-1 R30 4B PC R17 i ILDR N'S AREA �_ 1 TYP I 46-9 i CE CE CE PDZ 4B- OR16 4B-90R16 4B_gOR16 ---- J 115 C1 C1 C1 C1 4B-11 C4 C4 C4� 4B-1 4B-1 4B-1 4B-1 4B-9 4B-9 4B-9 �J) @ SDZ--e------ i @ R29 Q R22 @ @ Q• R-- R31 I C1 R29 R20 R20\ /j R20' iPDZ i i 4g 1 D1B R29 ci 3 �e ci 4B 1 i 4B-1 46 1 4B 1 @0 R30 R29 L2 4B-1 R32 �B 11 R33 R31 i-I C1 C1 4B-11 4 R�C1 o i 4O 4B-1 R22 CE R32 • 4B-1 1 • 14B-1 R32 I R29 R29 O CE 3 PC CE REAL, i �R A ---- SDZ 4B-1 4B-1 IPDZ� O R34 O R34 ! Ji L2 t — ----- — — i 4B-11 i CE R23 i 6B-1 L i R35 P1A P1A i P1A i PC 413-1 413-1 i 413-1 • • • i CB_1 R36 R36 i R37 R35 i � CE CE j6B-1 4J)1 L-------------------------- L7— — — — — — R35 R35 LEVEL 1 - LIGHTING PLAN SCALE: 1/8" = 1'-0" Pa. R1 0 48-3 12 4B 3 C1 Qd Cl QC 7 C1 @)c 4B-3 413-3 4B 3 122 X1 DM�a,b ICS-1 s &< 10 OS c 7 I IF O ®4B-7 P1A C4 TYP. TYP. 4B-13 4B-3-3 C3 O c c c �C1 Q V1 4B-3'MPLOYI 01 Qi C1 Q C1 Qi o 4B-3 X3 R7 4623 413-3 413-3 413-3 413-7 DO$a � RESTROG. fef C1 413-13 C1 413-13 QUIET ROOM C1 TYP. 413-13 X1 4B-7 ® — L4A o L4A L4A TO O O 110 @) I 4B-5 4B-5 4B-5 R6 R6 R6 L _� 12 L2 0 4B 5 L4B n R25 I I 111� 71. L2 4B-5 R25 L2 4B-5 L2 4B-5 c C 4 1 4B-13 L2 46-5 a, a IOS a, b, c b RC a,b,c I 11 X1 ® DM � a,b,c 4B-7 C2E 461 R39 R R6 C2E L2 L2 4B-5 CC LL CTION 4B-5 461 R39 R25 R27 r-------------r----------- C1 C1 SDZ IPDZ C2E 413-13 413-13 4� O 00 i R40 I I CE R6 L2 R6 L2 461 nIF§6Z- 4B-5 R41 5 TYP. PIA PIA i PIA P1A 4E 1� 413-1 413-1 413-1 413-1 pC i @ D Q R42 Q R41 r C2E R37 4131 R37 4131 CE R42 CE i PDZ i 4B-1 i CE R39 R39 R40 4B 1 4B 1 0 CE 0 R41 4B-1 L----------------- J 461 i O R41-------- --- J R38 L2 5 \ \ � R38 ICE E1 R24 PC CE 1i 1 R38 i CE CE CE CE CE IR38 4�1 4PL1 46 4PL1 4%11 i R38 V R38 v R38 v R38 v R38 PHONE ROOM 113 S A Z A N G R O U P 600 Stewart St., Ste. 1400 Seattle, Washington 98101 Tel 206.267.1700 fl) Fax 206.267.1701 SAZAN# 911-23005 SHEET NOTES A. ALL LOCATIONS ON LIGHTING PLANS ARE DIAGRAMMATIC. REFER TO ARCHTIECTURAL FOR EXACT FIXTURE LOCATIONS AND DIMENSIONS. B. AS FIXTURE LENGTHS CROSS DAYLIGHT ZONE, ENTIRE FIXTURE TO BE DIMMED WITH MOST CONSERVATIVE DAYLIGHT ZONE. FLAG NOTES [�> 1. FINAL MOUNTING HEIGHT FOR D1 SERIES FIXTURES ARE PER ARCHITECTURAL DRAWINGS. DESIGN INTENT IS FOR FIXTURES TO BE AT DIFFERENT ELEVATIONS ABOVE/BELOW EACH OTHER AS A CLUSTER. 2. DESIGN INTENT FOR ALL C1 FIXTURES IN OPEN LIBRARY FLOOR TO BE SUSPENDED AT A CONSISTENT ELEVATION PER LUMINAIRE SCHEDULE ACROSS THE FLOOR, AND SO BASE OF FIXTURE ALIGNS WITH BASE OF ADJACENT EQUIPMENT/CEILING ELEMENTS. CONTRACTOR TO SUBMIT RFI IF ADJACENT DESIGN/BUILD MECHANICAL EQUIPMENT DIPS BELOW 9'-0" AFF IMPACING FIXTURE MOUNTING HEIGHT, AND POTENTIAL QUANTITY ADJUSTMENTS. 3. FIXTURE TYPE C1 TO BE SUSPENDED WITHIN FIXTURE D1x AT THIS LOCATION. REFER TO ARCHTIECTURAL FOR FINAL DIMENSIONED MOUNTING LOCATIONS. 4. PROVIDE MULTI -BUTTON DIMMING SWITCH WITH (1) BUTTON PER ZONE AND DIMMER UP/DOWN. WATTSTOPPER DLM LMSW-105 OR APPROVED EQUAL. ALL BUTTONS TO BE LABELED FOR CLARITY OF ZONE CONTROL. 5. PROVIDE MULTI -ZONE DIMMING PHOTOCELL. WATTSTOPPER DLM LMLS-500 OR APPROVED EQUAL. 6. PROVIDE ROOM CONTROLLER FOR SWITCHING AND DIMMING ZONES. WATTSTOPPER DLM LMRC SERIES OR APPROVED EQUAL. 7. PROVIDE DUAL TECH CEILING MOUNTED OCCUPANCY SENSOR. WATTSTOPPER DLM LMDC-100 OR APPROVED EQUAL. 8. PROVIDE LIGHTING CONTROL PANEL WITH TIMECLOCK CONTROL AND DIMMING. WATTSTOPPER LMCP OR APPROVED EQUAL. REFER TO E201 FOR LIGHTING RELAY SCHEDULE. 9. PROVIDE DIMMING OCCUPANCY SENSOR SWITCH. WATTSTOPPER DW-311 OR APPROVED EQUAL. 10. PROVIDE OCCUPANCY SENSOR SWITCH. WATTSTOPPER DSW-301 OR APPROVED EQUAL. 11. PROVIDE EXTERIOR RATED PHOTOCELL. WATTSTOPPER LMPO-200 OR APPROVED EQUAL. 12. PROVIDE ILLUMINCATION CONTROL STATION. STATION TO INTEGRATE WITH WATTSTOPPER DLM SYSTEM OR APPROVED EQUAL. REFER TO SHEET E2.01 FOR ICS CONTROL SCHEDULE. 0' 8' 16' Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 OS/29/2oz.3 0 Z 0 m W o W >. N LU J �a H 0 Z_ 0 a z Z m 20 o0 Cn J LLI DRAWING ISSUE DATE DESCRIPTION 03/31/2023 ISSUE FOR BID SHEET TITLE LIGHTING PLAN SHEET NO. E31 0 Drawn JK Checked JTB © 2023 JOHNSTON ARCHITECTS Iu 2 n N M N M M N O N N m c A CHILDREN'S AREA LEVEL 1 - POWER PLAN SCALE: 1/8" = V-0" ELEV. D E F G H OFFICE (E) PNL 4B ELECTRICAL WORKROOM 121 OFFICE CUSTODIAL --(E) PNL 2B \ ROOM 108 109 n EMPLOYEE RESTROOM STAFF LOUNGE SAZ AN G R O U P 600 Stewart St., Ste. 1400 Seattle, Washington 98101 Tel 206.267.1700 fl) Fax 206.267.1701 SAZAN# 911-23005 Johnston Architects, LLC 100 NE Northlake Way, Suite 200 — — EXISTING UNDER FLOOR RACEWAY Seattle, WA 98105 t 206.523.6150 — — UNDER FLOOR RACEWAY f 206.523.9382 ❑ UNDER FLOOR RACEWAY ACCESS Lp SHEET NOTES 1. REFER TO GENERAL NOTES ON E0.00 M x' FLAG NOTES [>jo�°� NAL 1. WORKSTATION POWER AND DATA PROVIDED AS PART OF SYSTEM FURNITURE. PROVIDE 03/29/2023 POWER/DATA CONNECTIONS VIA EXISTING UNDER FLOOR RACEWAY WHERE POSSIBLE. PROVIDE NEW UNDER FLOOR RACEWAY OUT TO RECEPTACLES AS REQUIRED. 2. PROVIDE NEW RECEPTACLES ON EXISTING DEDICATED CIRCUIT FROM PANEL 2B IN ELECTRICAL ROOM 106. CIRCUIT SPECIFIED ON PLAN. 3. CEILING MOUNTED RECEPTACLE FOR PROJECTOR. 4. CEILING MOUNTED RECEPTACLE FOR PROJECTOR SCREEN. 5. PROVIDE WALL SWITCH FOR PROJECTOR SCREEN. COORDINATE REQUIREMENTS WITH A/V SUPPLIER AND PROVIDE THE APPURTENANCES REQUIRED FOR COMPLETE INSTALLATION. 6. REMOVE ELECTRICAL DEVICE AS SHOWN. PULL CONDUCTORS BACK TO NEAREST JUNCTION BOX TO REMAIN. 7. PROVIDE PLUG LOAD CONTROL MODULE IN CEILING TO TIE SWITCHED RECEPTACLES PHONE RM. INTO LIGHTING CONTROL SYSTEM. WATTSTOPPER LMPL-101 OR APPROVED EQUAL. PLUG _ LOAD CONTROL MODULES TO BE WIRED TO LIGHTING CONTROL RELAY FOR TIME CLOCK 113 CONTROL AND OVERRIDE SWITCHING. REFER TO SHEET E201, LIGHTING RELAY PANEL "LRP-1 ". 8. PROVIDE PLUG LOAD CONTROL MODULE IN CEILING TO TIE SWITCHED RECEPTACLES 0 INTO LIGHTING CONTROL SYSTEM. WATTSTOPPER LMPL-101 OR APPROVED EQUAL. PLUG STORAGE/A LOAD CONTROL MODULES TO BE CONTROLLED VIA OCCUPANCY SENSORS. 120A O 0 W O STORAGE L= N O > °O w0-) _ LU < - Q U) 0 zo Z Qz �O Oo C� J � LU DRAWING ISSUE DATE DESCRIPTION 03/31/2023 1 ISSUE FOR BID SHEET TITLE POWER PLAN SHEET NO. E41 0 Drawn Sw Checked JTB n �� © 2023 JOHNSTON ARCHITECTS a M N M co co N O N m N co a� c POWER RISER DIAGRAM SCALE: NTS v TRANSFORMER BY SNOHOMISH CO PUD MAIN SWITCHBOARD DISTR PANEL'DP' 277/480V, 30, 4W 240/120V, 30, 4W ^0 225A 30"--,' �'� SPARE I 0-0 225A0 4 - #4/0 2.5"C. 4 - #4/0 SPARE I SPARE 30A/3P PANEL-4A 200A 2"C, 3- 3/0, #2G 277/480V 2.5"C, 4 - #4/0 200A / 3P 30, 4W I 225A 112.5kVA 2.5"C, 4- 4/0, #2G 480 - 208Y/120, 30, 4W 3 200A / 3P I DRY TYPE XFMR I 100A 3 1.5"C, 3-#2/0 3.5"C, 3 #500KCMIL 200A / 3P I' 400A PANEL-4B 277/480V 30, 4W PANEL-2B 120/208V 30, 4W PANEL-2A 120/208V 30, 4W PANEL-2C 120/208V 30, 4W MECHANICAL ROOM LIBRARY MAIN FLOOR SAZ AN G R O U P 600 Stewart St., Ste. 1400 Seattle, Washington 98101 Tel 206.267.1700 fl) Fax 206.267.1701 SAZAN# 911-23005 SHEET NOTES ALL EQUIPMENT AND FEEDERS ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. FLAG NOTES 1. PROVIDE NEW 42 CKT, 100A, 120/208V, 3P PANEL TO BE INSTALLED IN PHONE ROOM 113. 2. PROVIDE NEW FEEDER TO PANEL 2D FROM EXISTING DISTRIBUTION PANEL'DP' IN MECHANICAL ROOM ABOVE. 3. USE EXISTING 100A BREAKER IN IN DISTRIBUTION PANEL'DP'. Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 03/29/2023 0 Z 0 W o W J N w� �a o 0 z a Z 00 Cn J Lo (o LLI DRAWING ISSUE DATE DESCRIPTION 03/31/2023 ISSUE FOR BID SHEET TITLE RISER DIAGRAM SHEET NO. Drawn NH Checked JTB © 2023 JOHNSTON ARCHITECTS Iu a PANEL 'MSB' SCHEDULE LOCATION: FED FROM: VOLTAGE: 480YI2773-PH, 4-WIRE ELECTRICAL ROOM TYPE: EXISTING MONO -FLAT FRONT GROUNDING: NEUTRAL: MOUNTING: FLOOR NEMA1 EQUIPMENT GROUND BUS 100% RATED SKIRTS: NONE AIC RATING: C K T # ITEM N 0 T E A M P S P 0 L E 600 A MAIN CIRCUIT BREAKER A M P S P 0 L E N 0 T E ITEM C K T # LEFT A B C RIGHT 1 PANEL -DP (VIA 112.5kVA XFMR) 175 3 29,375 - - 49,066 225 3 PANEL-4A 2 3 32,526 - - 48,466 - - 4 5 31,501 - - 47,866 - - 6 7 PANEL-413 225 3 53,993 - - 20 1 8 9 - - 48,421 - - 20 1 10 11 52,082 - - 20 1 12 13 20 1 - - 20 1 14 15 20 1 - - 20 1 16 17 20 1 - - 20 1 18 ION` Total Connected Phase Load (VA): Total Connected Phase Load (Amp): D2,434j 129,413 1 131,449 (Includes Panel MSB SubPanels) 478 1 467 1 475 PANtL 1VISt5' SUHWULt Summarized 11n1s: LA,ZtS,Z ;,LU,4A,4tS,U1 ,MStf Conn D.F. Dmnd Conn D.F. Dmnd Appliance or Dedicated Circuit 1.00 1.00 Appliance or Dedicated Circuit Continuous Loads: 1.25 1.25 Continuous Loads Appliance (Diversified Load): 1.00 1.00 Appliance (Diversified Load) Electric Heat 1.00 49.00 1.00 49.00 Electric Heat Kitchen Equip ( Count= ): 1.00 10.00 1.00 10.00 Kitchen Equip ( Count= 1 ) Lighting: 1.25 63.20 1.25 79.00 Lighting Motors and Compressors: 1.00 142.80 1.00 142.80 Motors and Compressors Largest M otor: 1.25 35.00 1.25 43.75 Largest Motor Miscellaneous: 1.00 52.50 1.00 52.50 Miscellaneous Receptacle: 1.00 10.00 1.00 10.00 Receptacle Recept Over 10 kVA: 0.50 30.80 0.50 15.40 Recept Over 10 kVA Totals: 393.30 402.45 Totals Demand Amps: 484.29 Demand Amps PANEL TB' SCHEDULE LOCATION: FED FROM: VOLTAGE: 208Y1120 3-PH, 4-WIRE ELECTRICAL ROOM PANEL DP TYPE: BOLT -IN CIB DOOR -IN -DOOR GROUNDING: NEUTRAL: MOUNTING: SURFACE NEMA1 EQUIPMENT GROUND BUS 100% RATED SKIRTS: NONE AIC RATING: C K T # ITEM N 0 T E A M P S P 0 L E 225 A MAIN CIRCUITBREAKER A M P S P 0 L E N 0 T E ITEM C K T # LEFT A B C RIGHT 1 Lts. Lobby #101 20 1 600 - - 800 20 1 Spare 2 3 Lts. Perimeter#115 20 1 1,000 - - 500 20 1 Lts. Display S.W. 4 5 Lts. Display #115 20 1 600 - - 700 20 1 Lts. Conf. #110 6 7 Lts. Perimeter#114 20 1 500 - - 400 20 1 Lts. Wallwash 8 9 Lts. Display -West 20 1 500 - - 400 20 1 Rec. P1 10 11 Lts. Display -Case 20 1 200 - - 200 20 1 Fire Alarm Panel 12 13 Recept Rms #103, 104, 105 20 1 1,200 - - 800 20 1 Recept Rms #106 14 15 Recept Copier 20 1 400 - - 700 20 1 Recept Reading Area 16 17 Recept Copier 20 1 700 - - 700 20 1 Recept Reading Area 18 19 Recept Children's Area 20 1 900 - - 1,100 20 1 Recept Work Room # 20 21 Recept Children's Area 20 1 900 - - 1,200 20 1 Recept Work Room # 22 23 Recept Children's Area 20 1 900 - - 200 20 1 Recept Telephone 24 25 Sump Pump Elev. Pit 20 1 600 - - 1,100 20 1 Recept A/V & Return 26 27 Spare 20 1 300 - - 1,100 20 1 Recept Checkout 28 29 Children's Area (Comp) Recept 20 1 1,000 - - 1,200 20 1 Recept Work Station 30 31 Recept. Electric Room A/V Rack 20 1 1,100 - - 900 20 1 Recept Reading Area 32 33 Spare 20 1 1,000 - - 1,100 20 1 Recept Office / A/V 34 35 Plugmold Floor Plug 30 2 2,000 - - 700 20 1 Recept Office / Workroom 36 37 2,000 - - 20 1 Spare 38 39 H WT 30 2 4,500 - - 20 1 Spare 40 41 4,500 - - 1,000 20 1 Water Fountain 42 A I B I C Total Connected Phase Load (VA): Total Connected Phase Load (Amp): 12,000 1 13,600 1 14,600 1 100 1 113 122 Conn D.F. Dmnd Appliance or Dedicated Circuit 1.00 Continuous Loads: 1.25 Appliance (Diversified Load): 1.00 Electric Heat 9.00 1.00 9.00 Kitchen Equip ( Count= ): 1.00 Lighting: 5.00 1.25 6.25 Motors and Compressors: 1.00 Largest M otor: 0.60 1.25 0.75 Miscellaneous: 8.40 1.00 8.40 Receptacle: 10.00 1.00 10.00 Recept Over 10 kVA: 7.20 0.50 3.60 Totals: 40.20 38.00 Demand Amps: 105.56 PANEL 'DP' SCHEDULE LOCATION: FED FROM: VOLTAGE: 208Y11203-PH, 4-WIRE ELECTRICAL ROOM PANEL MSB TYPE: EXISTING MONO -FLAT FRONT GROUNDING: NEUTRAL: MOUNTING: SURFACE NEMA1 EQUIPMENT GROUND BUS 100% RATED SKIRTS: NONE AIC RATING: C K T # ITEM N 0 T E A M P S P 0 L E 400 A MAIN CIRCUITBREAKER A M P S P 0 L E N 0 T E ITEM C K T # LEFT A B C RIGHT 1 PANEL-2A 200 3 11,100 - - 225 3 PANEL-2C 2 3 13,700 - - - - 4 5 13,700 - - - - 6 7 PANEL-2D 100 3 4,275 - - 14,000 225 3 PANEL-213 8 9 - 3,825 - - 15,001 - - 10 11 - 1,800 - - 16,001 - - 12 13 1 - - 1 14 15 1 - - 1 16 17 1 - - 1 18 ENL Total Connected Phase Load (VA): Total Connected Phase Load (Amp): 29,375 32,526 31,501 (Includes Panel DP SubPanels) 245 271 1 263 F'ANtL'U1' SGHtUULt 5ummanzea F'nis: ZA,Zb,ZG,ZU,UF Conn D.F. Dmnd Conn D.F. Dmnd Appliance or Dedicated Circuit 1.00 1.00 Appliance or Dedicated Circuit Continuous Loads: 1.25 1.25 Continuous Loads Appliance (Diversified Load): 1.00 1.00 Appliance (Diversified Load) Electric Heat 1.00 10.00 1.00 10.00 Electric Heat Kitchen Equip ( Count= ): 1.00 10.00 1.00 10.00 Kitchen Equip ( Count= 1 ) Lighting: 1.25 21.60 1.25 27.00 Lighting Motors and Compressors: 1.00 1.00 1.00 1.00 Motors and Compressors Largest Motor: 1.25 1.25 Largest Motor Miscellaneous: 1.00 10.00 1.00 10.00 Miscellaneous Receptacle: 1.00 10.00 1.00 10.00 Receptacle Recept Over 10 kVA: 0.50 30.80 0.50 15.40 Recept Over 10 kVA Totals: 93.40 83.40 Totals Demand Amps: 231.67 Demand Amps PANEUM SCHEDULE LOCATION: FED FROM: VOLTAGE: 208YI120 3-PH, 4-WIRE ELECTRICAL ROOM PANEL DP TYPE: BOLT -IN CIB DOOR -IN -DOOR GROUNDING: NEUTRAL: MOUNTING: FLUSH NEMA1 EQUIPMENT GROUND BUS 100% RATED SKIRTS: NONE AIC RATING: C K T # ITEM N 0 T E A M P S P 0 L E 100A MAIN CB & FEED-THRU LUGS A M P I S P 0 L E N 0 T E ITEM C K T # F LEFT A I B I C I RIGHT 1 Recept - Circ. Desk Area 20 1 675 - - 1,350 20 1 Recept - Staff Focus Room 2 3 Recept- Quiet Room 20 1 675 - - 450 20 1 Recept - Large Meeting Room - Screens 4 5 Recept- Large Meeting Room - Projectors 20 1 450 - - 1,350 20 1 Recept - Reading Area 1 6 7 Recept- Reading Area 2 20 1 1,350 - - 900 20 1 Recept- Reading Area 3 8 9 Recept - Reading Area 4 20 1 1,350 - - 1,350 20 1 Recept - Collection Area 10 11 20 1 - - 20 1 12 13 20 1 - - 20 1 14 15 20 1 - - 20 1 16 17 20 1 - - 20 1 18 19 20 1 - - 20 1 20 21 20 1 - - 20 1 22 23 20 1 - - 20 1 24 25 20 1 - - 20 1 26 27 20 1 - - 20 1 28 29 20 1 - - 20 1 30 31 20 1 - - 20 1 32 33 20 1 - - 20 1 34 35 20 1 - - 20 1 36 37 20 1 - - 20 1 38 39 20 1 - - 20 1 40 41 20 1 - - 20 1 42 A I B I C Total Connected Phase Load (VA): Total Connected Phase Load (Amp): 4,275 1 3,825 1,800 36 1 32 1 15 Conn D.F. Dmnd Appliance or Dedicated Circuit 1.00 Continuous Loads: 1.25 Appliance (Diversified Load): 1.00 Electric Heat 1.00 Kitchen Equip ( Count= ): 1.00 Lighting: 1.25 Motors and Compressors: 1.00 Largest Motor: 1.25 Miscellaneous: 1.00 Receptacle: 9.90 1.00 9.90 Recept Over 10 kVA: 0.50 Totals: 9.90 9.90 Demand Amps: 27.50 SHEET NOTES 1. NEW LOADS SHOWN IN BOLD. SP,zAI\ G R O U P 600 Stewart St., Ste. 1400 Seattle, Washington 98101 6) Tel 206.267.1700 Fax 206.267.1701 SAZAN# 911-23005 PANEL'4B' SCHEDULE LOCATION: FED FROM: VOLTAGE: 480YI2773-PH, 4-WIRE ELECTRICAL ROOM PANEL MSB TYPE: BOLT -IN CIB DOOR -IN -DOOR GROUNDING: NEUTRAL: MOUNTING: SURFACE NEMA1 EQUIPMENT GROUND BUS 100% RATED SKIRTS: NONE AIC RATING: C K T # ITEM N 0 T E A M P S P 0 L E 225 A MAIN CIRCUIT BREAKER A M P S P 0 L E N 0 T E ITEM C K T # LEFT A B C RIGHT 1 Lts.Perimeter,Reading Area #114 20 1 1,083 - - 3,800 20 1 Lts. Children's Area #115 2 3 Lts. Work Room I Offices I Staff Lounge 20 1 1,128 - - 3,200 20 1 Lts. Children's Area #115 4 5 Lts. Collection 114d Linear Ltg 20 1 3,323 - - 2,400 20 1 Lts. Return Area 6 7 Lts. Exit Signs 20 1 37 - - 3,300 20 1 us. C hargeout Area 8 9 Lts. Childrens' Area #115 20 1 460 - - 2,900 20 1 us. Workroom #108 10 11 Lts. Collection 114a, 114b, 114c Linear Ltg 20 1 2,926 - - 2,100 20 1 Lt Meeting Room #206 12 13 Lts. Art Walk 107b I Circulation Desk 107 20 1 1,140 - - 3,300 20 1 Lts. Meeting Room #207 14 15 Heaters Mtg. Rm. 'A' 20 1 1,500 - - 2,500 20 3 Duct Heaters #1, 17 16 17 Heaters M tg. R m. 'A' 20 1 2,500 - - 2,500 - - 18 19 Heaters Children's Area 20 1 3,400 - - 2,500 20 21 Heaters Children's Area 20 1 3,100 - - 2,500 20 3 Duct Heaters #9, 11 22 23 Heaters Children's Area 20 1 2,700 - - 2,500 24 25 Heaters Reading Area 20 1 2,000 - - 2,500 26 27 Heaters Reading Area 20 1 3,000 - - 20 1 Space 28 29 Heaters Reading Area 20 1 3,000 - - 20 1 Space 30 31 Heaters Reading Area 20 1 2,800 - - 11,667 60 3 Plaza Rooftop Heat Pump '13' 32 33 Spare 20 1 - - 11,667 - - 34 35 Spare 20 1 - - 11,667 - - 36 37 Plaza Rooftop Heat Pump'A' 60 3 5,800 - - 10,667 60 3 Elevator 38 39 5,800 - - 10,667 40 41 5,800 - - 10,667 42 OUR Total Connected Phase Load (VA): Total Connected Phase Load (Amp): 53,993 1 48,421 52,082 1 195 1 175 188 Conn D.F. Dmnd Appliance or Dedicated Circuit 1.00 Continuous Loads: 1.25 Appliance (Diversified Load): 1.00 Electric Heat 39.00 1.00 39.00 Kitchen Equip ( Count= ): 1.00 Lighting: 31.10 1.25 38.87 Motors and Compressors: 49.40 1.00 49.40 Largest M ctor: 35.00 1.25 43.75 Miscellaneous: 1.00 Receptacle: 1.00 Recept Over 10 kVA: 0.50 Totals: 154.50 171.02 Demand Amps: 205.80 Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 52111 ;&Sd r�� NAL 03/29/2023 0 Z 0 W CD W N 00 LLJ C:) J CI)�� w8) - a U)CO C)Z Q Z Z Z _ 20 CD J LO CO LLI DRAWING ISSUE DATE DESCRIPTION 03/31/2023 ISSUE FOR BID SHEET TITLE PANEL SCHEDULE SHEET NO. E800 c rk- PLOTTED BY: Nate Hester Drawn NH Checked JTB © 2023 JOHNSTON ARCHITECTS GENERAL NOTES ABBREVIATIONS 1. SYSTEM CABLING PATHWAYS SHALL BE INSTALLED IN ACCORDANCE WITH THE MOST CURRENT @ AT MAG MAGNETIC VERSION OF TIA-569. A/C AIR CONDITIONING(ER) MAN MANUAL A (AMP) AMPERE MAT MATERIAL 2. CABLE SUPPORTS SHALL NOT BE PLACED MORE THAN 5APART. AC ABOVE COUNTER, ALTERNATING CURRENT MAX MAXIMUM ADJ ADJUSTABLE MCA MINIMUM CIRCUIT AMPACITY 3. CABLE "SAG" BETWEEN SUPPORTS SHALL NOT EXCEED 12". ADJT ADJACENT MCB MAIN CIRCUIT BREAKER AFF ABOVE FINISHED FLOOR MECH MECHANICAL 4. CABLE LENGTHS SHALL NOT EXCEED 295', INCLUDING PATCH CORD LENGTHS AT COMM ROOMS AHJ AUTHORITY HAVING JURISDICTION MEZZ MEZZANINE AND WORKSTATIONS. IF A CABLE LENGTH WILL EXCEED 295', INFORM THE ICT ENGINEER AIC AMPERE INTERRUPTING CAPACITY MG MOTOR GENERATOR IMMEDIATELY BEFORE INSTALLATION. ALT ALTERNATE MH METAL HALIDE / MANHOLE ANN ANNUNCIATOR MIN MINIMUM 5. CABLE MINIMUM BEND RADIUS AND MAXIMUM PULLING TENSION SHALL NOT BE EXCEEDED. ARCH ARCHITECT; ARCHITECTURAL MISC MISCELLANEOUS REFER TO MANUFACTURER'S REQUIREMENTS AND REFERENCE DOCUMENTS. ATS AUTOMATIC TRANSFER SWITCH MLO MAIN LUG ONLY AUTO AUTOMATIC MOCP MAXIMUM OVERCURRENT PROTECTION 6. CABLES SHALL BE INSTALLED IN CONTINUOUS LENGTHS FROM ORIGIN TO DESTINATION (NO AUX AUXILIARY MS MAGNETIC STARTER SPLICES). AWG AMERICAN WIRE GAUGE MTD MOUNTED MTG MOUNTING 7. CABLES SHALL BE INSTALLED ABOVE FIRE -SPRINKLER SYSTEMS AND SUPPORTED BKBD BACKBOARD MTR MOTOR INDEPENDENTLY OF SPRINKLER PIPING OR ANY ANCILLARY EQUIPMENT OR HARDWARE. THE BKR BREAKER CABLE SYSTEM AND SUPPORT HARDWARE SHALL BE INSTALLED SUCH THAT IT DOES NOT BLDG BUILDING N NORTH; NEUTRAL OBSTRUCT ACCESS DOORS FOR EQUIPMENT MAINTENANCE, VALVES, FIRE ALARM CONDUIT, N/A NOT APPLICABLE BOXES, OR OTHER CONTROLLED DEVICES. C CONDUIT NC NORMALLY CLOSED CAP CAPACITY NEC NATIONAL ELECTRICAL CODE 8. CABLES SHALL NOT BE ATTACHED TO CEILING GRID OR LIGHTING FIXTURE SUPPORT WIRES. CB CIRCUIT BREAKER NEMA NATIONAL ELECTRIC MANUFACTURERS CKT CIRCUIT ASSOCIATION 9. AT NO POINT SHALL CABLES REST ON ACOUSTIC CEILING GRIDS OR PANELS, OR BE ATTACHED CLG CEILING NESC NATIONAL ELECTRICAL SAFETY CODE TO ANY PORTION OF THE BUILDING MECHANICAL OR PIPING SYSTEMS. PROVIDE COMPLETE CLR CLEAR NEUT NEUTRAL CABLE SUPPORT PATHWAYS CONSISTING OF CONDUIT, RACEWAY, LADDER RACK, CABLE TRAY, COL COLUMN NFPA NATIONAL FIRE PROTECTION ASSOCIATIONS J-HOOKS OR BRIDAL RINGS. COM COMMUNICATION NIC NOT IN CONTRACT CPS CYCLES PER SECOND NO NORMALLY OPEN 10. ANY CABLE DAMAGED DURING INSTALLATION OR EXCEEDING RECOMMENDED INSTALLATION CT CURRENT TRANSFORMER NTS NOT TO SCALE PARAMETERS SHALL BE REPLACED PRIOR TO FINAL ACCEPTANCE AT NO ADDITIONAL COST TO CTL CONTROL THE OWNER. Cu COPPER OC ON CENTER OFCI OWNER FURNISHED CONTRACTOR INSTALLED 11. CABLES AND PATHWAYS SHALL BE CLEARLY LABELED IN ACCORDANCE WITH TIA-606-C. DC DIRECT CURRENT OFOI OWNER FURNISHED OWNER INSTALLED DISC SW DISCONNECT SWITCH OL OVERLOAD 12. PROVIDE "VELCRO" TYPE (HOOK AND LOOP) TIE WRAPS FOR BUNDLING / MANAGING HORIZONTAL DISC DISCONNECT OS OPTIONAL STANDBY AND BACKBONE CABLING. PLACE EVERY 5' FOR CABLE RUNS IN CEILING AND EVERY 18" AFTER DN DOWN ENTERING TELECOMMUNICATIONS ROOM. PLASTIC "ZIP -TIES" SHALL NOT BE PERMITTED WITHIN DWG DRAWING P PRIMARY THE STRUCTURED CABLING SYSTEM. PA PUBLIC ADDRESS E EXIST, EAST PAR PARALLEL 13. HORIZONTAL UTP PAIR UNTWIST AT TERMINATIONS SHALL NOT EXCEED 0.51'. EDH ELECTRIC DUCT HEATER PB PULL BOX EF EXHAUST FAN PE PHOTO ELECTRIC 14. PROVIDE (1) 2" CONDUIT SLEEVE WITH INSULATED BUSHING FOR PENETRATION INTO OFFICES, EGC EQUIPMENT GROUNDING CONDUCTOR PF POWER FACTOR EXAM ROOMS, ETC., AS REQUIRED TO FACILITATE CABLE ROUTING WHETHER SHOWN ON EL ELEVATION PH PHASE DRAWINGS OR NOT. ELEC ELECTRIC(AL) PIV POST INDICATOR VALVE ELEV ELEVATOR PNL PANEL 15. ALL PENETRATIONS MUST BE FIRE -STOPPED IN ACCORDANCE OF THE NFPA, NEC AND TO THE EM EMERGENCY POC POINT OF CONNECTION SATISFACTION OF THE AHJ. EMT ELECTRICAL METALLIC TUBING PWR POWER ENCL ENCLOSURE 16. ALL TELECOMMUNICATION ROOMS AND PATHWAYS SHALL ADHERE TO TIA-569-D. ENTR ENTRANCE QTY QUANTITY EP EXPLOSION PROOF 17. ALL TELECOMMUNICATION BONDING AND GROUNDING SHALL ADHERE TO TIA-607-D. EPO EMERGENCY POWER OFF R (R) RELOCATE (D) EQUIP/EQP EQUIPMENT RAID RADIUS 18. NOT ALL PARTS SHOWN. ENSURE A COMPLETE WORKING INSTALLATION INCLUDING EWC ELECTRIC WATER COOLER RECPT RECEPTACLE MISCELLANEOUS INSTALLATION MATERIALS, CONNECTORS, CONSUMABLE, AND EWH ELECTRIC WATER HEATER REF REFRIGERATOR APPURTENANCES. EXH EXHAUST RLA RATED LOAD AMPS EXT EXTERIOR RPM REVOLUTIONS PER MINUTE 19. PROVIDE NETWORK/TELEPHONY CABLES TO THE FOLLOWING LOCATIONS FROM THE NEAREST EXIST EXISTING COMMUNICATIONS ROOM UNLESS OTHERWISE NOTED: S SOUTH F FAHRENHEIT/FUSE SC SECURITY A. ELEVATOR CONTROL PANELS/ENCLOSURES FA FIRE ALARM SCCR SHORT CIRCUIT CURRENT RATING B. BUILDING SYSTEM MANAGEMENT PANELS/ENCLOSURES FAA FIRE ALARM ANNUNCIATOR SD SMOKE DETECTOR C. ENERGY SYSTEM MANAGEMENT PANELS/ENCLOSURES FACP FIRE ALARM CONTROL PANEL SECT SECTION D. FIRE ALARM CONTROL SYSTEM PANELS/ENCLOSURES FC FOOTCANDLE SF SUPPLY FAN E. ACCESS CONTROL SYSTEM PANELS/ENCLOSURES FCU FAN COIL UNIT SHT SHEET F. TWO-WAY EMERGENCY COMMUNICATIONS SYSTEM PANELS/ENCLOSURES FD FIRE DAMPER SPD SURGE PROTECTIVE DEVICE FDR FEEDER SPEC SPECIFICATION FIXT FIXTURE SPL SPECIAL FLA FULL LOAD AMPS SQ SQUARE FSD FIRE/SMOKE DAMPER STOR STORAGE SW SWITCH GEN GENERATOR SWBD SWITCHBOARD GFI GROUND FAULT CIRCUIT INTERRUPTER SYM SYMMETRICAL GFR GROUND FAULT RELAY SYS SYSTEM H HEIGHT T THERMOSTAT HID HIGH INTENSITY DISCHARGE TB TERMINAL BOX HOA HAND OFF AUTOMATIC TC TIME CLOCK HOR HORIZONTAL TEL TELEPHONE HP HORSEPOWER TV TELEVISION HR HOUR TYP TYPICAL HT HEIGHT HW HOT WATER UFC UNIFORM FIRE CODE HZ HERTZ UG UNDERGROUND UH UNIT HEATER IBC INTERNATIONAL BUILDING CODE UL UNDERWRITERS LABORATORIES IC INTERCOM LION UNLESS OTHERWISE NOTED IES ILLUMINATING UV UNIT VENTILATOR IEEE INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS V VOLT IG ISOLATED GROUND VAV VARIABLE AIR VOLUME IMC INTERMEDIATE METAL CONDUIT VEL VELOCITY IN INCH VM VOLTMETER VOL VOLUME JB JUNCTION BOX W WATT, WEST KCMIL THOUSAND CIRCULAR MILLS W/ WITH KVA KILOVOLT AMPERES W/o WITHOUT KVAR KILOVOLT AMPERES REACTIVE WH WATER HEATER KW KILOWATT WHM WATT HOUR METER KWH KILOWATT HOUR WP WEATHERPROOF LBS POUNDS X REACTANCE LF LINEAR FEET (FEET) XFMR TRANSFORMER LRA LOCKED ROTOR AMPS XMTR TRANSMITTER LS LIFE SAFETY LT LIGHT Z IMPEDANCE LTG LIGHTING LV LOW VOLTAGE & AND I.E.: THAT IS SYMBOLS LEGEND - GENERAL SYMBOLS LEGEND - POWER SYMBOL DESCRIPTION SYMBOL DESCRIPTION EXISTING TO BE REMOVED ` 480Y/277V PANELBOARD HEAVY LINEWEIGHT INDICATES NEW WORK 6 208Y/120V PANELBOARD LIGHT LINEWEIGHT INDICATES EXISTING INFORMATION a TRANSFORMER i POINT OF CONNECTION (POC) BETWEEN NEW AND EXISTING ❑b DISCONNECT SWITCH XX EQUIPMENT IDENTIFIER (XX = ABBREVIATION Y = EQUIPMENT SCHEDULE FO-1 METER XDN NUMBER) ® SPECIAL PURPOSE RECEPTACLE TYPE AS SHOWN ON PLANS DRAWING CONSTRUCTION ("FLAG") NOTE ® EQUIPMENT CONNECTION GENERATOR X-XX EQUIPMENT IDENTIFIER MOTOR CONNECTION XXX RACEWAY/CABLE/CONDUCTOR ROUTING IDENTIFIER -REFER TO RACEWAY/CABLE/CONDUCTOR SCHEDULE SYMBOLS LEGEND - WIRING DEVICES MATCHLINE SYMBOL DESCRIPTION SINGLE SERVICE OR COMBINATION FLUSH MOUNTED FLOOR BOX. REFER TO REVISION CLOUD (ENCIRCLES DRAWING CHANGES MADE SINCE THE PREVIOUS RELEASE) FLOOR PLANS FOR DEVICES. REVISION REFERENCE 1 • SERVICESINGLE COMBINATION FLUSH FLOOR POKE THRU. REFER TO FOR FLOOR PLANSDE NEMA 5-20R, +18" AFF LION X DETAIL REFERENCE NEMA 5 20R W/GROUND FAULT CIRCUIT INTERRUPTER, +18" AFF LION XX.XX �DETAIL IDENTIFICATION NUMBER SHEET WHERE DETAIL IS DRAWN SPLIT WIRED, NEMA 5-20R, +18" AFF LION 0 NEMA 5-20R, ABOVE COUNTER, COORDINATE WITH CASEWORK SHOP DRAWINGS AND ARCHITECTURAL DRAWINGS. X ELEVATION REFERENCE QELEVATION XX.XX IDENTIFICATION NUMBER @ � NEMA 5-20R WITH GROUND FAULT CIRCUIT INTERRUPTER, ABOVE COUNTER. COORDINATE WITH CASEWORK SHOP DRAWINGS AND ARCHITECTURAL SHEET WHERE ELEVATION IS DRAWN DRAWINGS. SPLIT WIRED - CONTROLLED, NEMA 5-20R, +18" AFF LION X SECTION REFERENCE ONE OUTLET CONTROLLED, ONE NON -CONTROLLED XX.XX SECTION IDENTIFICATION NUMBER SHEET WHERE SECTION IS DRAWN DOUBLE DUPLEX (QUAD) - CONTROLLED, NEMA 5-20R, +18" AFF LION N ONE DUPLEX RECEPTACLE CONTROLLED, ONE NON -CONTROLLED NORTH REFERENCE PLC PLC RECEPTACLE JUNCTION BOX PB PULLBOX - SIZE AS INDICATED OR AS REQUIRED BY CODE - - - - - CONDUIT - CONCEALED IN OR UNDER FLOOR SYMBOLS LEGEND - SECURITY SYMBOLS LEGEND - COMMUNICATIONS SYMBOL I DESCRIPTION SYMBOL I DESCRIPTION I< CARD READER CR XX (KP = KEYPAD) (WP = WEATHERPROOF) DC DOOR / WINDOW CONTACT ES I ELECTRIC STRIKE FR_E_X_j I REQUEST TO EXIT PUSHBUTTON REQUEST TO EXIT SENSOR RES 00 CCTV CAMERA - CEILING MOUNTED XX (WP = WEATHERPROOF) (° = ANGLE OF CAMERA VIEW (IE. 180°, 270°, 360°, PTZ)) �a CCTV CAMERA - WALL MOUNTED XX (WP = WEATHERPROOF) (° = ANGLE OF CAMERA VIEW (IE. 180°, 270°, 360°, PTZ)) Q PANIC / DURESS BUTTON IC INTERCOM OUTLET (D = DESK MOUNTED) (W = WALL MOUNTED @ +48" AFF) �K KEYPAD - ALARM PANEL MD I MOTION DETECTOR - INFRARED TYPE UNLESS OTHERWISE NOTED BG I BREAK GLASS SENSOR so so AP AP I Y I VP �. M WALL MOUNTED DATA DEVICE. MOUNT AT 18" AFF UNLESS OTHERWISE NOTED. NUMBER INDICATES QUANTITY OF PORTS. MUD RING TO ACCOMMODATE PASS THROUGH FOR AUDIOVISUAL CABLING. MOUNT AT 18" AFF UNLESS OTHERWISE NOTED. NUMBER INDICATES NUMBER OF GANG SPACES. CEILING MOUNTED DATA DEVICE. COORDINATE WITH ARCHITECTURAL CEILING PLANS FOR MOUNTING HEIGHTS UNLESS OTHERWISE NOTED. NUMBER INDICATES QUANTITY OF PORTS. WIRELESS ACCESS POINT LOCATION. PROVIDE CABLING IN THE QUANTITY INDICATED WITH 10'-0" SERVICE LOOP IN ACCESSIBLE CEILING SPACE. VIDEO PROJECTOR LOCATION. PROVIDE CABLING IN THE QUANTITY INDICATED WITH 10'-0" SERVICE LOOP IN ACCESSIBLE CEILING SPACE. DATA DEVICE MOUNTED IN FLOOR BOX. NUMBER INDICATES QUANTITY OF PORTS. FLOOR BOX PROVIDED BY ELECTRICAL CONTRACTOR. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. DATA DEVICE MOUNTED IN POKE-THRU. NUMBER INDICATES QUANTITY OF PORTS. POKE-THRU PROVIDED BY ELECTRICAL CONTRACTOR. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. DATA DEVICE MOUNTED POWER/COMM POLE. NUMBER INDICATES QUANTITY OF PORTS. POWER/COMM POLE PROVIDED BY ELECTRICAL CONTRACTOR. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 3/4" FIRE RATED PLYWOOD BACKBOARD MOUNTED FROM 6" AFF TO 8'-6" AFF UNLESS OTHERWISE NOTED CABLE TRAY - LADDER RUNWAY STYLE FOR HORIZONTAL CABLING IN ACCESSIBLE CEILING SPACES CABLE TRAY - WIRE BASKET STYLE FOR HORIZONTAL CABLING IN ACCESSIBLE CEILING SPACES A ALARM BELL I C� EMT CONDUIT PATHWAY I PLASTIC BUSHINGS ON EACHR SLEEVE FOR END. SIZES AS NOTED ON PLAN. PATHWAY. PROVIDE P AN ❑K 4" SELF-SEALING INTUMESCENT PATHWAY SLEEVES (EZ-PATH 44) EMT CONDUIT PATHWAY OR SLEEVE FOR VERTICAL PATHWAY. PROVIDE PLASTIC BUSHINGS ON EACH END. SIZE AS NOTED ON PLAN. TELECOMSHEET INDEX T0.00 GENERAL NOTES, ABBR., LEGEND & SHEET INDEX TD3.00 DEMOLITION PLAN T3.00 COMMUNICATIONS PLAN T4.00 SECURITY PLAN T6.00 DIAGRAMS T7.00 DETAILS Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 SAZAN 10 z rexal n 600 Stewart St., Ste 1400 Seattle, Washington 98101 CTel 206.267.1700 Fax 206.267.1701 SAZAN # 911-23005 Cn 0 Z O W o W N C) wLI _I L00 -a O o z Z � _ � 0 0o Co LLI DRAWING ISSUE DATE DESCRIPTION 03/31/2023 ISSUE FOR BID SHEET TITLE GENERAL NOTES, ABBR., LEGEND & SHEET INDEX SHEET NO. TOmOO Drawn NH Checked JTB © 2023 JOHNSTON ARCHITECTS PLOTTED BY: Tim Ashwood a LEGEND EXISTING UNDER FLOOR RACEWAY — — UNDER FLOOR RACEWAY B C D E F G H ❑ UNDER FLOOR RACEWAY ACCESS JANITOR ELECTRICAL ROOM SHEET NOTES 104 106 (E) IT RACK �� — —��— — I II II II II II II II II II II II II II I WOMEN'S j ME 'r-I L�7' RESTROOM RESTROOM I I I I 103 105 I � F� F7 - WORKROOM AP F -IF -IF -IL -IF JL JL LJLJLJLJLJLJLJ 108 7 -IF- _11_ 7F_ -17 _11_ _11_ 7 ELEV. L JL JL JL JL JL JL J 102 4 — - SICK ROOM L EMPLOYEE 113 RESTROOM STORAGE DELIVERIES 111 122 T_ ter--7 F-1F-1F-1F-1 - L J L J L J L J � I � OFFICE L J L J L Jr �J__ F F LOBBY iL 101 == 1 1 1 CIRCULATION F - I I DESK I i��f STAFF LOUNGE 7 L—J SV��C6S r 1 MAIN ENTRY �, E 00 NOT IN SCOPE BOOK RETURN r --1 7- 109� l z JL 107A L �J == 19 =_ ¢ ALIGN E: � E -A A� ALIGN 7 -1 '� AP 11L I LAX R FT7 ---1 I r--, -- I I I I I I I -- L - J J - - - J � - - � � - - — — — — — LIGN AV CLOSET I I A r7 r7 77 r7 III �7 � �7 r — � r — � � 2) 2 -I — ETING L II F— 1 TYP SZ �1 �Y �1 �Y I RO M 6 6 2 —� a,' L� I I 12 AP STORAGE a I�Y �I � r T 1 I I L _ J L— _ J F�+�I III I I Ill J I CHIL�REN'S 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r--� ——-- LIILJ L__1L-- r T 1 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 AREA C ECTI OLLE ON ALI N + �1 � �� — I- -I C� L - - J COLLE TION RE DING AREA r _ -- L i J LaL.11 1 + 15 114A 114B I 11 1 114 1 1 11 � 14-- ik �� Y' l � r _ , r — _ J TT=�__, _"_p Tr=2—I TYP L� _J L_ _J Lu L� LL L-]--'L� L� L� L L I � L� AP Ir�n rF7 Trn rF7 7-17 r I 7-17 IrT7 —— — — I+I 1 1 —I 1 1 I 1 I I 1 L L I I I I I I I I I I I I I II 11 Till CIOILLECTION 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 AP \) I I III L__ J 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 I I I I I I II I I I I I I I I I I I I I I I1 1 1 1 1 1 1 1 1 1 1 1 1 / I I I IIII I 1 I I u 11 I I I I I I I I I 1 I t 1 I I I I I I I I I I 11 I I I I II I I I I I I I I 11 I I Iu1 III I I I IIII I I II 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 a 2 ° .- L�_J`�J _�JLI_J'��_�J I I I— I I I I — I I I � �L� �L� �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 II I I L_ I L_ L� L_L L_L L_ Lj L-L L_ L r - ,r1r - -F- -I-M I I IIuI / AP II I I III II � \�Yl - --- - COMMUNICATIONS PLAN SCALE: 1/8" = V-0" 1. ALL CABLING UNDER FLOOR SHALL BE REMOVED BACK TO SOURCE IN ELECTRICAL ROOM 106. 2. CONTRACTOR SHALL COORDINATE WITH OWNER'S REPRESENTATIVE TO DETERMINE AVAILABLE PORTS IN THE EXISTING ELECTRICAL ROOM FOR NEW CABLE TERMINATIONS. FLAG NOTES 1. PROVIDE SURFACE MOUNTED DEVICE BOXES AS NEEDED TO SUPPORT DATA NEEDS AT WORKSTATIONS. UTILIZE EXISING UNDERFLOOR RACEWAY WHEREVER POSSIBLE. PROVIDE NEW EXTENSION TO UNDERFLOOR RACEWAY AS NEEDED TO SUPPORT NEW DEVICE LOCATIONS. 2. PROVIDE DATA DEVICE BOXES AND CONDUIT WITH PULL STRINGS TO CEILING FOR OWNER PROVIDED DATA CABLING AND DEVICES. 3. PROVIDE WIRELESS ACCESS POINTS AT SAME ELEVATIONS AS LIGHTING IN OPEN SPACES. COORDINATE FINAL LOCATION WITH ARCHITECT PRIOR TO ROUGH -IN. Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 sAzAN G R 0 U P 600 Stewart St., Ste 1400 Seattle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN # 911-23005 0 Z O 0 W o W N J w� Q -a O Qz Z Z _ o0 Cn J � w DRAWING ISSUE DATE DESCRIPTION 03/31/2023 ISSUE FOR BID SHEET TITLE COMMUNICATIONS PLAN SHEET NO. T3n00 PLOTTED BY: Tim Ashwood Drawn NH Checked JTB © 2023 JOHNSTON ARCHITECTS M Q A B C D I I I I E F G JANITOR ELECTRICAL ROOM 104 106 a o WOMEN'S MEo - L--I1C--IL--a--I RESTROOM RESTROOM i � � � � J � - -� 103 105 1 1--� � = � = JI _ WORKROOM F- -IF- 7- -IF- -IF- -IF- 7- LJLJLJLJLJLJLJ 108 I- 7F_ 7-IF- -IF- 7F_ 7 ELEV. L JL JL JL JL JL JL J 102 7 TYP LEGEND — — EXISTING UNDER FLOOR RACEWAY — UNDER FLOOR RACEWAY H ❑ UNDER FLOOR RACEWAY ACCESS SHEET NOTES 1. ALL CABLING UNDER FLOOR SHALL BE REMOVED BACK TO SOURCE IN ELECTRICAL ROOM 106. 2. CONTRACTOR SHALL COORDINATE WITH OWNER'S REPRESENTATIVE TO DETERMINE AVAILABLE PORTS IN THE EXISTING ELECTRICAL ROOM FOR NEW CABLE TERMINATIONS. SICK ROOM � 113 EMPLOYEE RESTROOM STORAGE DELIVERIES 111 122 -�--R LJLJLJLJ 1 LJLJLJLJ CRT7 LJLJLJLJ OFFICE I I I I I LOBBY �-�- 1 i Fl __ I I IRCULATION - DESK STAFF LOUNGE 7 L - SA��S 1 MAIN ENTRY E TYP pp NOT IN SCOPE BOOK RETURN r �1I 1 1 1 z � I- LQ J 19 -- 2 107A _ _ -- �� --� ALIGN a ALIGN ---- - - FT Li- - -I- - -�- - �-�--� �___ 11 LAX R 11 1 r r 1 I �11 x o Tv E-_ _ El I I I I I I I I -- L- L--J L__J L__J � I LIGN AV CLOSET - II --IF--__1A—I 4 LJ I J y ^QQ y A L - - JL - - J I L----- I' `I- � �' 1 I' `I- �� r1 �� 1 I I III I I III I TIC � �1 e ETING L � ROL J L Qi�� M I I I I I I I I I I I I I I I I I I I I I I I II I I _ _ _ I 12 STORAGE a 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 III I IF - ,IT,,,, III 11 �I r T71 I I I I �IF�+p�1 I I I 11 I I I I 1 1 1 I 1 I I I 11 I 1 I 1 I I 11 I I I I I 1 I 1 r-- I CHILDREN'$ - - 1 _ L III _J L III _) ALI 3N F + J1 _ AREA S C I ECTI I�I — — — � �OLLE�* COLLE TION RE DING AREA L__ J I I I I I I F F- - I -- + 114A 114B I 1 1 114 IIII I 14 - L 1 J a q=:�_1 D Id L� -I L- -� II ull 111 `d 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 - J L - - J l a I I I I I I II I I a ` I rT1 Ir7i rTr TrF1 I T I rT1 r I rT1 IIII � r IEEL III 1 O t I I I I I I I I I I I I I I I II I I I I I I I I �NL�1 CgLLECTION 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 II I I I I II I I I I I I I I �` \ l � P� L J 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 \� n Tr - -r-= NFF 2 ad.: I I I I I I I I I I I I \ / II I I III I I III I I I I I I I I I I 1 II 1 1 1 1 1 1 1 1 1 1 1 1 1 �I 1 I 1 I 1 1 1 1 1 1 1 1 I I I III I I II 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 u I I III I I II 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 1-"A_tjlLj_1-"A_� I I I I I I I I I I I I I I I I I I I I I I I I II I I II -I III -I IIII- - I II 11 Hill Hill III \ 11 I I 1u1 I I u I `� � l 11 I I I 11u1 I I I I u � \\\\ // � I I SECURITY PLAN SCALE: 1/8" = V-0" FLAG NOTES 1. PROVIDE ACCESS CONTROL DEVICE BOXES AND CONDUIT WITH PULL STRING TO SECURITY HEAD -END IN ELECTRICAL ROOM FOR OWNER PROVIDED DEVICES AND CABLING. Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 SAZAN G R 0 U P 600 Stewart St., Ste 1400 Seattle, Washington 98101 4 Tel 206.267.1700 Fax 206.267.1701 SAZAN # 911-23005 Cn 0 Z O W o W N 00 00 rn _I w pn/ Y_ Z_ 0 Q Z Z _ 20 J 0o co w DRAWING ISSUE DATE DESCRIPTION 03/31/2023 ISSUE FOR BID SHEET TITLE SECURITY PLAN SHEET NO. T4mOO 0 M M O O_ co N O N 0 M � M PLOTTED BY: Tim Ashwood Drawn NH Checked JTB © 2023 JOHNSTON ARCHITECTS Q CONDUIT CHART F CONDUIT PER CHART 5" X 5" X 2-7/8" OUTLET BOX SINGLE GANG MUD RING CATEGORY 6A MODULAR PLUG ASSEMBLY 4-PORT FACEPLATE PROVIDE BLANK INSERTS FOR UNUSED PORTS (TYPICAL) WALL OUTLET W/ BOX DETAIL Scale: 12" = V-0" 1" EMT CONDUIT WITH PULLSTRING SET SCREW TYPE EMT CONNECTOR INSULATING BUSHING STUB -OUT CONDUIT ABOVE SUSPENDED CEILING SUSPENDED CEILING WALL SURFACE FACEPLATE CE 5" SQUARE BY 2-7/8" DEEP JUNCTION BOX WITH SINGLE GANG PLASTER RING 18" LION (<_48" TOP FOR WALL PHONE) FINISHED FLOOR NOTE: TYPICAL INSTALLATION WITH CONDUIT STUBBED ABOVE CEILING FOR INSULATED, EXTERIOR, OR FIRE -RATED WALLS UNLESS OTHERWISE SHOWN ON PLANS. VARIES 18" MIN NOTE: SPACE CABLE HANGERS A MAXIMUM 48" ON CENTER WITHIN LAYOUT SHOWN ON COMMUNICATION PLANS STRUCTURALSLAB SUPPORT ANCHORED TO STRUCTURE J-HOOK CABLE SUPPORT HOOK AND LOOP (VELCRO TIE) CABLE WRAP. SPACING PER SPECIFICATIONS COMMUNICATION CABLING ACCESSIBLE CEILING -� J-HOOK CABLE SUPPORT DETAIL �2 Scale: 12" = 1'-0" Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 SAZAN 600 Stewart St., Ste 1400 Seattle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN # 911-23005 0 z 0 W o W J CV 00 00 w0-) Q -a Zo Z _ o0 Cn J � LOU DRAWING ISSUE DATE DESCRIPTION 03/31/2023 ISSUE FOR BID SHEET TITLE DETAILS SHEET NO. T7mOO PLOTTED BY: Tim Ashwood Drawn NH Checked JTB © 2023 JOHNSTON ARCHITECTS GENERAL NOTES ABBREVIATIONS A AMPERES WIRING AFF ABOVE FINISHED FLOOR ALS ASSISTED LISTENING SYSTEM ISOLATE CONDUIT FROM THE A/V GROUND SYSTEM AND EQUIPMENT RACK. FOR AMP AMPLIFIER BNC, PHONO, 1/4" AND OTHER JACKS THAT CAN SHORT THE AUDIO GROUND TO AV AUDIO/VIDEO THE CONDUIT, USE INSULATED BUSHINGS. AWG AMERICAN WIRE GAUGE BFC BELOW FINISHED CEILING 1. AUDIO EQUIPMENT SHALL HAVE BALANCED INPUTS AND OUTPUTS. INCLUDE C CONDUIT INPUT AND OUTPUT TRANSFORMERS WHERE NECESSARY. USE UNBALANCED CC CONTACT CLOSURE AUDIO CIRCUITS ONLY WHERE INDICATED ON DRAWINGS. CPU CENTRAL PROCESSING UNIT DA DISTRIBUTION AMPLIFIER DB DECIBEL 2. INSTALL A/V SYSTEM WIRING USING CONTINUOUS PULLS WITHOUT SPLICING. DBA DECIBEL "A" WEIGHTED WHERE RUNS CONTINUE THROUGH A BOX TO AN UPSTREAM BOX OR DEVICE, DBC DECIBEL "C WEIGHTED INSTALL A LOOP TO PERMIT FUTURE WIRING CHANGES. SPEAKER WIRING MAY DEG DEGREE BE SPLICED WITHIN SPEAKER ENCLOSURES. DIV DIVISION DPDT DOUBLE POLE, DOUBLE THROW 3. SEE ELECTRICAL DRAWINGS FOR AV POWER SYSTEMS. ALL AV POWER SHALL DSP DIGITAL SIGNAL PROCESSOR MEET TECHNICAL POWER SYSTEM BONDING REQUIREMENTS DEFINED IN THE EA EACH NATIONAL ELECTRICAL CODE EQ EQUALIZER FP FLAT -PANEL DISPLAY 4. ASSIGN EACH CABLE A UNIQUE IDENTIFIER. MARK EACH CABLE ON BOTH ENDS FOH FRONT OF HOUSE WITH THAT IDENTIFIER USING A PERMANENT TAG. INDICATE EACH IDENTIFIER ON HF HIGH FREQUENCY THE AS-BUILTS AND IN A TERMINAL AND ON WIRE SCHEDULE. HZ HERTZ ICM PRODUCTION INTERCOM GENERAL IR INFRARED CONTROL L+R LEFT + RIGHT AUDIO LF LOW FREQUENCY 5. VERIFY EXACT LOCATIONS OF DEVICES WITH OWNER PRIOR TO ROUGHING IN. MAX MAXIMUM MF MID FREQUENCY 6. HANGING OR FREE STANDING EQUIPMENT AND CABINETS FURNISHED SHALL BE MIN MINIMUM SECURED TO SUBSTANTIAL BUILDING STRUCTURE SO AS TO RESIST SEISMIC NEC NATIONAL ELECTRIC CODE ACCELERATION IN ANY DIRECTION UP TO 1.OG, OR THE LIMIT PROSCRIBED BY NIC NOT IN CONTRACT GOVERNING CODES WHICHEVER IS GREATER. NTS NOT TO SCALE OFE OWNER -FURNISHED EQUIPMENT 7. EQUIPMENT HANGING AND MOUNTING DETAILS, RACK BRACING, AND OTHER OFCI OWNER -FURNISHED, CONTRACTOR INSTALLED SEISMIC RESTRAINTS ARE NOT SHOWN ON THE CONTRACT DOCUMENTS. THE OFOI OWNER -FURNISHED, OWNER INSTALLED CONTRACTOR IS RESPONSIBLE FOR SEISMIC RESTRAINTS. PBO PROVIDED BY OTHERS PTZ PAN, TILT, ZOOM RCP REFLECTED CEILING PLAN REQ REQUIRED RX RECEIVER S SHIELDED SPKR SPEAKER SMR SURFACE METAL RACEWAY SPEC SPECIFICATION TBD TO BE DETERMINED TC TERMINAL CABINET TX TRANSMITTER TYP TYPICAL LION UNLESS OTHERWISE NOTED VP VIDEO PROJECTOR VTC VIDEO TELECONFERENCE V VOLT W/ WITH W/O WITHOUT Sheet List Sheet Number Sheet Name TA001 AV LEGENDS SCHEDULES AND NOTES TA200 AV FLOOR PLAN TA600 AV REFLECTED CEILING PLAN TA700 AV ELEVATIONS TA900 AV DETAILS NOTE: DRAWINGS MAY NOT CONTAIN ALL ABBREVIATIONS SHOWN. H IC1 OW1 01 01 0 MA CP1 SP1 AV1 AV2 CM1 AN DEVICE LAYOUT LEGEND EQUIPMENT RACK - TYPE 1 IN -CEILING LOUDSPEAKER -TYPE 1 ON WALL LOUDSPEAKER - TYPE 1 FLAT -PANEL DISPLAY - TYPE 1 FLAT -PANEL DISPLAY - TYPE 2 ALS ANTENNA - TYPE 1 WIRELESS MIC ANTENNA - TYPE 1 CONTROL PANEL - TYPE 1 SCHEDULING PANEL -TYPE 1 AV 1/0 WALLPLATE - TYPE 1 AV 1/0 WALLPLATE - TYPE 2 CEILING MICROPHONE - TYPE 1 PTZ CAMERA - TYPE 1 UC CAMERA/MICROPHONE/SPEAKER - TYPE 1 SOUND MASKING LOUSPEAKER - TYPE 1 WALL -MOUNT CABLE LEGEND S70 SMALL SPEAKER CABLE SP$ LARGE SPEAKER CABLE CAT6 NETWORK CABLE CABLE QUANTITI CABLE - HDMI HDMI CABLE RR COAX CABLE RF2 COAX CABLE CALL -OUT DESIGNATIONS AV DEVICE LAYOUT PLAN CABLE & CONDUIT DESIGNATIONS DEVICE SYMBOL (CONDUIT ORIGIN) I \ C 7 0 IKII[ I \ 1 "(` � Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 12494 REGISTERED ARCHITECT Mona Zellers STATE QF WASHINGTON STP SHIELDED TWISTED cf) PAIR CABLE o z 0 0 W o N W Lu J Lu WW 0 a Z m �75 o0 U) J � w DRAWING ISSUE DATE DESCRIPTION 03/31/2023 ISSUE FOR BID SHEET TITLE AV LEGENDS SCHEDULES AND NOTES SHEET NO. TA001 Drawn JEO Checked ACJ © 2023 JOHNSTON ARCHITECTS .l 5 n 0 N 0 N N c LEVEL 1 SCALE: 1/8" = 1'-0" A B C D E F G H Johnston Architects, LLC 100 NE Northlake Way, ELECTRICAL Suite 200 ROOM Seattle, WA 98105 1 os f 206.523.93822 7-c-1 - ............. 12494 REGISTERED ARCHITECT Mona Zellers STATE QF WASHINGTON V Z 0 0 W o W N 00 00 J w Q U� 0 zo z Z m �73 o0 J c`no w DRAWING ISSUE DATE DESCRIPTION 03/31/2023 1 ISSUE FOR BID SHEET TITLE AV FLOOR PLAN SHEET NO. TA200 Drawn JEo Checked ACJ © 2023 JOHNSTON ARCHITECTS w 5 n 00 0 N 0 N N -a c LEVEL 1 SCALE: 1/8" = 1'-0" A B C D E F G H Johnston Architects, LLC 100 NE Northlake Way, Suite 200 ELECTRICAL Seattle, WA 98105 t 206.523.6150 ROOM f 206.523.9382 12494 REGISTERED ARCHITECT Mona Zellers STATE QF WASHINGTON V Z 0 0 W o W N 00 00 J w Q U� 0 zo z Z m �73 o0 J c`no w DRAWING ISSUE DATE DESCRIPTION 03/31/2023 1 ISSUE FOR BID SHEET TITLE AV REFLECTED CEILING PLAN SHEET NO. TA600 Drawn JEo Checked ACJ © 2023 JOHNSTON ARCHITECTS 'Nil a w v 0 co N 0 N N co LARGE MEETING ROOM 120 PLAN I SCALE: 1/2" = 1'-0" G STAFF FOCUS ROOM 119 LEVEL 1 10'-0" READING AREA 114 SCALE: 1/2" = 1'-0" xi VEL 111 10'-10"00' owl (TYPICAL) 2'-6" 20'-10" 2'-8" LEVEL 1 10'-0" Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 12494 REGISTERED ARCHITECT Mona Zellers STATE of WASHINGTON U) 0 Z 0 C 0 W o N w 'W V♦ � � Q O zo z Z m C� o0 U) J CD W DRAWING ISSUE DATE DESCRIPTION 03/31/2023 1 ISSUE FOR BID SHEET TITLE AV ELEVATIONS SHEET NO. TA700 Drawn JEO Checked ACC © 2023 JOHNSTON ARCHITECTS ,u PLAN I SCALE: 1/2" = 1'-0" 7-5 00 0 M N O N m N M m LARGE MEETING ROOM (LECTERN ❑j QLAN 1/0 USB RJ45-QLAN HDMI-1 LAPTOP (BYoD) AV TOUCHPANEL (CP1) RJ45-1 QUIET ROOM STAFF FOCUS ROOM LARGE MEETING ROOM BLOCK DIAGRAM SCALE: V = 1'-0" EQUIPMENT RACK (RK1) MEETING ROOM TABLE(OFE) ❑ AV 1/0 PANEL (AV2) LCD DISPLAY (FP1) HDMI HDMI-1 HDMI HDMI (IN 1) HDMI VGA-1 VGA VGA (IN 1) LAPTOP (BYoD) CONFERENCE MIC/CAMERAJ(UC1) UC PC MIC (IN 1) USB USB USB (IN 1) HDMI HDMI HDMI (IN 2) L I STAFF FOCUS ROOM BLOCK DIAGRAM SCALE: V = 1'-0" SAFTEY CABLF (SECURE TO S IC1 SIGNAL CABLE (TO NEXT SPEAKERIAMPLIFIER) IC1 LOUDSPEAKER MOUNTING DETAIL SCALE: 1 1/2" = 1'-0" INCLUDED BRACKET (SECURE TO STRUCTURE) EQUIPMENT RACK (RK1) SOUND MASKING HEADEND RJ45-MASK AV ALTERNATE #1 LARGE MEETING ROOM vv�rcrwvv COLLECTION SM1 SM1 SM1 SM1 � LO L4 4s M1 �Sm SM1 SM1 SOUND MASKING BLOCK DIAGRAM SCALE: V = 1'-0" OW1 LOUDSPEAKER MOUNTING DETAIL SCALE: 1 1/2" = 1'-0" OW1 SM1 SM1 O OO VGA HDMI O O AUDIO O AV 1/0 PANEL - 'AV1' AV PANELS SCALE: 6" = 1'-0" SIGNAL CABLE SM1 ❑ (TO NEXT SPEAKERIAMPLIFIER) � M CDs SOUND MASKING EMITTER DETAIL SCALE: 1 1/2" = 1'-0" 61.25" 35 59.5" 34 57.75" 33 56" 32 54.25" 31 52.5" 30 50.75" 29 49" 28 47.25' 27 45.5" 26 43.75" 25 42" 24 40.25" 23 38.5" 22 36.75" 21 35" 20 33.25" 19 31.5" 18 29.75" 17 28" 16 26.25" 15 24.5" 14 22.75" 13 21" 12 19.25" 11 17.5" 10 15.75" 9 14" 8 12.25" 7 10.5" 6 8.75" 5 7" 4 5.25" 3 3.5" 2 1.75" 1 AV Equipment Rack VENT [OFCI] ALS TRANSMITTER VENT [OFCI] NETWORK SWITCH VENT 2RU BLANK [OFCI] AUDIO DSP 2RU BLANK 4RU BLANK w/ [OFCI] SOUND MASKING HEADEND AV ALTERNATE #1 2RU SHELF w/ [OFCI] ROOM PC 2RU SHELF w/ [OFCI] QLAN IO 2RU SHELF w/ [OFCO] VIDEO TRANSMITTERS 4RU DRAWER 4RU DRAWER 2RU BLANK VENT [OFCI] AMPLIFIER 2RU BLANK AV EQUIPMENT RACK ELEVATION SCALE: 3/16" = 1'-0" OO OO O O F— Q AN-1 a QLAN-2 0 0 0 ❑ � OO OO O O AV 1/0 PANEL - 'AV2' 120VAC (BY OTHERS F GL l CONTROL TOUCH PANEL'CP1' FINISHED CEILING 1" C TO ACCESSIBLE CEILING (IF APPLICABLE) DATA(BY / OTHERS) W ®❑3'x4' - 3/4" PLYOOD BACKING 1-1/4" C TO WALL/FLOOR DEVICES (AS SHOWN ON PLAN) FRAMING FLAT PANEL DISPLAY BACKING DETAIL SCALE: 1/2" = 1'-0" FINISHED FLOOR Johnston Architects, LLC 100 NE Northlake Way, Suite 200 Seattle, WA 98105 t 206.523.6150 f 206.523.9382 12494 REGISTERED ARCHITECT Mona Zellers STATE OF WASHINGTON Z O W O W N w co >a U) Ozo Y� z Z m �0 C)c U) J W`no DRAWING ISSUE DATE DESCRIPTION 03/31/2023 1 ISSUE FOR BID SHEET TITLE AV DETAILS SHEET NO. TA900 Drawn Author Checked Checker © 2023 JOHNSTON ARCHITECTS �u