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APPROVED FIR BLD2022-1221+Architectural_Plan+9.14.2022_1.11.04_PM+3108392N 0 N I 0 w I _0 Q) 3 U) 0 0 _o N c/) 0 E w _0 Q) 3 U) 0 O 0 N co rl- co O A B C D E F Cn D J Q I IF I Im 1= Im Cn CL :3 2 1 0 U� 0 CieW J SWEDISH HEALTH SERVICES APPROVED ALLWORKSUBJECT 21601 76TH AVE W TO FIELD PLANS MUST BE EDMONDS, WA 980267043 INSPECTION FOR CODE COMPLIANCE REGISTERED ARCHITECT JOB SITE - ------ ---- R. David Frum TATE OF WASHINGTON SON PERMIT SET 9/12/2022 OBTAIN ELECTRICAL 2 ______________________________________________________________________________ :All work subject to Washington State Department of g p PERMIT FROM ,Health for review, Inspection and approval. STATELABOR & -______________________________________________________________________________� INDUSTRIESSpecial Inspections required for: Soils Rebar Concrete Welding High Strength bolting In In W C'Ity Of Edmonds The following documentation shall be available on Building Department site for the building inspector: 11-08-2022 ' 0 ' Work EXPAND MRI SUITE INTO EMPTY SPACE PLAN REVIEW = ❑ COE APPROVED ARCHITECTURAL PLAN SET ' NOTES: FIRE SPRINKLER AND FIRE ALARM PERMITS MAY BE REQUIRED. ■ X COE APPROVED STRUCTURAL PLAN SET ❑ ; Address 21601 76TH AVE W 3 DERERRED SUBMITTALS 1. FIRE ALARM' 2. FIRE SPRINKLER - ❑ COE REVIEWED CALCULATION PACKET DFM BURT ■ F-] ENERGY CREDIT WORKSHEET Owner SWEDISH ■ ❑SITE PLAN - ; • Approved Date 11/02/2022 ■ ❑ CIVIL PLAN Approved ■ - ❑ r� C19'y1tr DFM c lh r�s gust Building Official South County Fire Date: 11 /08/2022 ■ ❑ -••• ■ � Permit Number BLD2022-1221 ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 W VJ PROJECT LOCATION PROJECT TEAM SHEET INDEX & ISSUE SCHEDULE w U CLIENT NAME SWEDISH MEDICAL CENTER TTLE,BROADWAY SEATTLE, WA, 98122 CHRISTINA MILLAN CHRISTINA. CHRISTINA.MILLAN@SWEDISH.ORG ARCHITECTURAL All smoke and fire separations shall >747 C� w4 U) KEY PLAN 21601 76th AVE W 9D026 NDS,WA, SITE LOCATION G0.1 COVER SHEET G1.1 SYMBOLS AND ABBREVIATIONS G2.1 SPECIFICATIONS be maintained � z ARCHITECT DLR GROUP I SALUS 51 UNIVERSITY ST, SUITE 600 DALE ANDERSON, PRINCIPAL 206.838.1711 G2.2 SPECIFICATIONS CP1.1 FIRST FLOOR CODE PLAN Q N o O LLI COmeE = w rhraW „,hss A°e"`ebce. � &Rehab Center SEATTLE, WA, 98101 DALE.ANDERSON@DLRGROUP.COM AD1.1 FIRST FLOOR DEMOLITION PLAN AD3.1 FIRST FLOOR REFLECTED CEILING DEMOLITION PLAN >Q C = Q � G Cn T_ Uj Oaaheramea A2.2 ROOF PLAN - FOR REFERENCE ONLY A8.1 PARTITION TYPES coo LU 0 O Coytr of E°mo^bs STRUCTURAL ENGINEER LUND OPSAHL 1201 FIRST AVENUE SOUTH, SUITE 310 TONY MASON 206.402.5156 A10.1 INTERIOR ELEVATIONS A2.1 LEVEL 1 E104.024 MRI ROOM ENLARGED FLOOR PLAN o CN o UJ (/) N w wetliahCotpari , "aa'a'e°°"'"9a"°- hab,W,to^- mo^tls E°mo^°se SEATTLE, WA, 98134 TMASON@LUNDOPSAHL.COM A3.1 LEVEL 1 E104.024 MRI ROOM ENLARGED RCP 2-h st sw Camp 6tn at5W E © =(fairs Surgical cemer S e EdU dy ,^;o care-E°mo"°= A8.2 DOOR & FRAME TYPE & SCHEDULE A11.7 INTERIOR DETAILS N Swe°lah Eamooaa camv�a ® G ® N d,, E mo"°a F Puge�Sountl Cancer Ce d ELECTRICAL ENGINEER STANTEC 3400 188TH STREET SW,SUITE 285 NOWELL ANCHETA 206.667.0566 Al2.1 LEVEL 1 E104.024 MRI ROOM ENLARGED FINISH PLAN A13.1 LEVEL 1 E104.024 MRI ROOM ENLARGED EQUIPMENT PLAN AREA OF WORK plea"'es"'^sEaaer / LYNNWOOD, WA, 98037 NOWELL.ANCHETA@STANTEC.COM PERMIT SET 9/12/2022 REVISIONS MECHANICAL ENGINEER P2S INC. 920 5TH AVE STE 2300 SEATTLE, WA, 98104 DARREN SCHWEND 206.550.2871 DARREN.SCHWEND@P2SINC.COM RECEIVED PROJECT INFORMATION Sep 19 2022 SCOPE OF WORK: INSTALL AN APPROX. 1000 SF NEW MRI SUITE IN AN GOVERNNING BUILDING CODES: EXISTING SHELLED SPACE. GENERAL CONTRACTOR BNBUILDERS JOSH MCGAFFEY aLTY OF OPM E DEVETSERVICES VI DEPARTMENT 2018 IBC 2018 IEBC 2018 IFC 2601 4TH AVE, SUITE 350 SEATTLE, WA 98121 206.496.2851 JOSH.MCGAFFEY@BNBUILDERS.COM 2018 ENERGY CODE 5 BUILDING OWNER: PUBLIC HOSPITAL DISTRICT 2 SNOHOMISH CO 73-21017-00 COVER SHEET PROJECT SIZE: 1400 SF LEGAL DESCRIPTION: OLNERS 5 ACRE TRACTS BLK 000 D-00 - N 1/2 OF TRS 27 & 28 & S 1/2 OF TRS 25 & 26 TGW TH PTN OF VAC 10TH ST SE CONSTRUCTION TYPE: IA (FORMERLY 216TH ST SW ADJ THRTO) & TGW TH PTN OF TR 29 SD PLAT LY WLY OF FDL - COM AT NWCOR SD TR 29 TH OCCUPANCY TYPE: COMMERCIAL ELY ALG N BDY 42.12FT TO BEG OF LN HEREIN DESC TH SLY TAP 35.44FT FIR SW CR OF SD TR 29 AS MEAS ALG S BDY SD Q N FULLY SPRINKLERED: YES TR & TERM OF LN HEREIN DESC (PER CITY EDM BLA REC AF NO 199909155005 ) N NUMBER OF STORIES: 1 PARCEL ID#: 00580700002500 G0.1 N N O 331 N O N _I r' C O E W I =cn Q) U) 0 0 _o N N CO C O F- W =o O U) O 0 r 0 N co O Cl) m w I U n kj M9 r V I C r 0 I D SECTION 011000 -SUMMARY 1 PROJECT THE PROJECT CONSISTS OF THE ALTERATION OF EXISTING TENANT SPACE INTO NEW MEDICAL CLINIC/IMAGING CENTER. 2 DESCRIPTION OF ALTERATIONS WORK SCOPE OF ALTERATIONS WORK IS SHOWN ON DRAWINGS. 3 WORK BY OWNER ITEMS NOTED NIC (NOT IN CONTRACT) WILL BE SUPPLIED AND INSTALLED BY OWNER BEFORE SUBSTANTIAL COMPLETION AND WILL OCCUPY ADJACENT TENANT SPACES THE DURATION OF CONSTRUCTION. SOME ITEMS INCLUDE: IMAGING EQUIPMENT. FURNISHINGS. SMALL EQUIPMENT. ARTWORK. 4 OWNER OCCUPANCY OWNER INTENDS TO OCCUPY THE PROJECT UPON SUBSTANTIAL COMPLETION AND WILL OCCUPY ADJACENT TENANT SPACES THE DURATION OF CONSTRUCTION. 5 CONTRACTOR USE OF SITE AND PREMISES PROVIDE ACCESS TO AND FROM SITE AS REQUIRED BY LAW AND BY OWNER.EMERGENCY BUILDING EXITS DURING CONSTRUCTION: KEEP ALL EXITS REQUIRED BY CODE OPEN DURING CONSTRUCTION PERIOD;PROVIDE TEMPORARY EXIT SIGNS IF EXIT ROUTES ARE TEMPORARILY ALTERED. SECTION 012300 - ALTERNATES 1 ACCEPTANCE OF ALTERNATES ALTERNATES QUOTED ON BID FORMS WILL BE REVIEWED AND ACCEPTED OR REJECTED AT OWNER'S OPTION. ACCEPTED ALTERNATES WILL BE IDENTIFIED IN THE OWNER -CONTRACTOR AGREEMENT.000RDINATE RELATED WORK AND MODIFY SURROUNDING WORK TO INTEGRATE THE WORK OF EACH ALTERNATE. 2 SCHEDULE OF ALTERNATES NONE AT THIS TIME. SECTION 013000 - ADMINISTRATIVE REQUIREMENTS 1 SUBMITTALS FOR REVIEW SUBMIT TO ARCHITECT FOR REVIEW FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS.PRODUCT SAMPLES USED WHICH MATCH THOSE SPECIFIED NEED NOT BE SUBMITTED FOR REVIEW.AFTER REVIEW, PROVIDE COPIES AND DISTRIBUTE IN ACCORDANCE WITH SUBMITTAL PROCEDURES ARTICLE BELOW AND FOR RECORD DOCUMENTS PURPOSES DESCRIBED IN SECTION 01 78 00 - CLOSEOUT SUBMITTALS. 2 SUBMITTALS FOR INFORMATION SUBMIT FOR ARCHITECT'S KNOWLEDGE AS CONTRACT ADMINISTRATOR OR FOR OWNER. NO ACTION WILL BE TAKEN. 3 SUBMITTALS FOR PROJECT CLOSEOUT SUBMIT FOR OWNER'S BENEFIT DURING AND AFTER PROJECT COMPLETION. 4 NUMBER OF COPIES OF SUBMITTALS DOCUMENTS FOR REVIEW: SMALL SIZE SHEETS, NOT LARGER THAN 8-1/2" X 1 V: DIGITAL SUBMITTALS ARE ACCEPTABLE EXCEPT FOR PHYSICAL CONTROL SAMPLES SUCH AS, BUT NOT LIMITED TO PAINT DRAW DOWNS. SAMPLES: SUBMIT THE NUMBER SPECIFIED IN INDIVIDUAL SPECIFICATION SECTIONS; ONE OF WHICH WILL BE RETAINED BY ARCHITECT. 5 SUBMITTAL PROCEDURES SEQUENTIALLY NUMBER THE TRANSMITTAL FORM. REVISE SUBMITTALS WITH ORIGINAL NUMBER AND A SEQUENTIAL ALPHABETIC SUFFIX.IDENTIFY PROJECT, CONTRACTOR, SUBCONTRACTOR OR SUPPLIER; PERTINENT DRAWING AND DETAIL NUMBER, AND SPECIFICATION SECTION NUMBER, AS APPROPRIATE ON EACH COPY. APPLY CONTRACTOR'S STAMP, SIGNED OR INITIALED CERTIFYING THAT REVIEW, APPROVAL,VERIFICATION OF PRODUCTS REQUIRED, FIELD DIMENSIONS, ADJACENT CONSTRUCTION WORK AND COORDINATION OF INFORMATION IS IN ACCORDANCE WITH THE REQUIREMENTS OF THE WORK AND CONTRACT DOCUMENTS PRIOR TO SUBMITTAL TO ARCHITECT. FOR EACH SUBMITTAL FOR REVIEW, ALLOW 15 DAYS EXCLUDING DELIVERY TIME TO AND FROM THE CONTRACTOR. PROVIDE SPACE FOR CONTRACTOR AND ARCHITECT REVIEW STAMPS. WHEN REVISED FOR RESUBMISSION, IDENTIFY ALL CHANGES MADE SINCE PREVIOUS SUBMISSION. DISTRIBUTE REVIEWED SUBMITTALS AS APPROPRIATE. INSTRUCT PARTIES TO PROMPTLY REPORT ANY INABILITY TO COMPLY WITH REQUIREMENTS. SECTION 013300 - DELEGATED DESIGN PROCEDURES 1 SUMMARY COORDINATE AND ASSUME FULL RESPONSIBILITY FOR DESIGN, ENGINEERING, SUBMITTALS, FABRICATION, TRANSPORTATION, AND INSTALLATION OF THIS WORK. DELEGATED DESIGN PORTIONS INCLUDE THE FOLLOWING: CASEWORK DOOR HARDWARE 2 PERFORMANCE REQUIREMENTS COMPLY WITH REGULATIONS. PROVIDE COMPLETE, OPERATIONAL SYSTEMS THAT PERFORM THEIR INTENDED USE. ENGINEER DELEGATED DESIGN PORTIONS FOR GRAVITY, LATERAL AND SEISMIC LOADS. LOAD CRITERIA IS INDICATED IN THE SPECIFIC PRODUCT SECTION. INDICATE REACTIONS TO STRUCTURE. PROVIDE SERVICES OF A QUALIFIED PROFESSIONAL ENGINEER LICENSED IN THE PROJECT JURISDICTION. EXECUTE THE DESIGN INTENT AS INDICATED IN PROJECT DRAWINGS AND SPECIFICATIONS. OBTAIN PERMITS AND INSPECTIONS AND PAY FEES REQUIRED BY AHJ. 3 SUBMITTALS FINAL DESIGN: SUBMIT DRAWINGS, PRODUCT DATA AND ENGINEERING CALCULATIONS THAT DESCRIBE CONTRACTOR'S FINAL DESIGN. PERMIT REVIEW: SUBMIT DELEGATED DESIGN DOCUMENTS TO AHJ FOR REVIEW AND APPROVAL AS A DEFERRED SUBMITTAL. PRODUCT DATA, SHOP DRAWINGS AND SAMPLES: COMPLY WITH REQUIREMENTS IN SECTION 01 33 00 FOR EACH PRODUCT OF DELEGATED DESIGN PORTION OF WORK. PRODUCT SUBMITTALS ARE IN ADDITION TO SUBMITTALS FOR PERMIT AND DESIGN DATA. 4 QUALITY ASSURANCE DESIGN REQUIREMENTS SPECIFIC TO DELEGATED DESIGN PORTIONS ARE INDICATED IN DRAWINGS AND IN SECTIONS THAT SPECIFY THE COMPONENT. ENGINEER'S QUALIFICATIONS: A PROFESSIONAL ENGINEER WHO IS LEGALLY QUALIFIED TO PRACTICE IN JURISDICTION WHERE PROJECT IS LOCATED AND WHO IS EXPERIENCED IN PROVIDING ENGINEERING SERVICES OF THE KIND INDICATED. 5 SCHEDULING ALLOW ADEQUATE TIME FOR AHJ REVIEW. CONTACT AHJ FOR TIME ESTIMATE AND COORDINATION OF SCHEDULE. SECTION 014000 - QUALITY REQUIREMENTS J 1 CONTROL OF INSTALLATION VERIFY THAT FIELD MEASUREMENTS ARE AS INDICATED ON SHOP DRAWINGS OR AS INSTRUCTED BY THE MANUFACTURER. SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS BARRIERS 1.01 PROVIDE BARRIERS TO PREVENT UNAUTHORIZED ENTRY TO CONSTRUCTION AREAS, TO PREVENT ACCESS TO AREAS THAT COULD BE HAZARDOUS TO WORKERS OR THE PUBLIC, TO ALLOW FOR OWNER'S USE OF SITE AND TO PROTECT EXISTING FACILITIES AND ADJACENT PROPERTIES FROM DAMAGE FROM CONSTRUCTION OPERATIONS AND DEMOLITION. 2.01 WASTE REMOVAL PROVIDE WASTE REMOVAL FACILITIES AND SERVICES AS REQUIRED TO MAINTAIN THE SITE IN CLEAN AND ORDERLY CONDITION. 2.02 PROVIDE CONTAINERS WITH LIDS. REMOVE TRASH FROM SITE PERIODICALLY. 2.03 OPEN FREE -FALL CHUTES ARE NOT PERMITTED. TERMINATE CLOSED CHUTES INTO APPROPRIATE CONTAINERS WITH LIDS. SECTION 015721 -INDOOR AIR QUALITY CONTROLS 1 CONSTRUCTION PROCEDURES DO NOT STORE CONSTRUCTION MATERIALS OR WASTE IN MECHANICAL OR ELECTRICAL ROOMS.PRIOR TO USE OF RETURN AIR DUCTWORK WITHOUT INTAKE FILTERS CLEAN UP AND REMOVE DUST AND DEBRIS GENERATED BY CONSTRUCTION ACTIVITIES. INSPECT DUCT INTAKES, RETURN AIR GRILLES, AND TERMINAL UNITS FOR DUST. CLEAN PLENUM SPACES, INCLUDING TOP SIDES OF LAY -IN CEILINGS, OUTSIDES OF DUCTS, TOPS OF PIPES AND CONDUIT. CLEAN TOPS OF DOORS AND FRAMES. CLEAN MECHANICAL AND ELECTRICAL ROOMS, INCLUDING TOPS OF PIPES, DUCTS, AND CONDUIT, EQUIPMENT, AND SUPPORTS. CLEAN RETURN PLENUMS OF AIR HANDLING UNITS. REMOVE INTAKE FILTERS LAST, AFTER CLEANING IS COMPLETE. DO NOT PERFORM DUSTY OR DIRTY WORK AFTER STARTING USE OF RETURN AIR DUCTS WITHOUT INTAKE FILTERS. USE OTHER RELEVANT RECOMMENDATIONS OF SMACNA IAQ GUIDELINE FOR OCCUPIED BUILDINGS UNDER CONSTRUCTION FOR AVOIDING UNNECESSARY CONTAMINATION DUE TO CONSTRUCTION PROCEDURES. SECTION 016000 - PRODUCT REQUIREMENTS 1 EXISTING PRODUCTS 1.01 DO NOT USE MATERIALS AND EQUIPMENT REMOVED FROM EXISTING PREMISES UNLESS SPECIFICALLY REQUIRED OR PERMITTED BY THE CONTRACT DOCUMENTS. 1.02 UNFORESEEN HISTORIC ITEMS ENCOUNTERED REMAIN THE PROPERTY OF THE OWNER; NOTIFY OWNER PROMPTLY UPON DISCOVERY; PROTECT, REMOVE, HANDLE, AND STORE AS DIRECTED BY OWNER. 1.03 EXISTING MATERIALS AND EQUIPMENT INDICATED TO BE REMOVED, BUT NOT TO BE RE -USED, RELOCATED, REINSTALLED, DELIVERED TO THE OWNER, OR OTHERWISE INDICATED AS TO REMAIN THE PROPERTY OF THE OWNER, BECOME THE PROPERTY OF THE CONTRACTOR; REMOVE FROM SITE. 2 NEW PRODUCTS 2.01 PROVIDE NEW PRODUCTS UNLESS SPECIFICALLY REQUIRED OR PERMITTED BY THE CONTRACT DOCUMENTS. 3 PRODUCT OPTIONS 3.01 PRODUCTS SPECIFIED BY REFERENCE STANDARDS OR BY DESCRIPTION ONLY: USE ANY PRODUCT MEETING THOSE STANDARDS OR DESCRIPTION. 3.02 PRODUCTS SPECIFIED BY NAMING ONE OR MORE MANUFACTURERS: USE A PRODUCT OF ONE OF THE MANUFACTURERS NAMED AND MEETING SPECIFICATIONS, NO OPTIONS OR SUBSTITUTIONS ALLOWED. 3.03 PRODUCTS SPECIFIED BY NAMING ONE OR MORE MANUFACTURERS WITH A PROVISION FOR SUBSTITUTIONS: SUBMIT A REQUEST FOR SUBSTITUTION FOR ANY MANUFACTURER NOT NAMED. 4 SUBSTITUTION PROCEDURES 4.01 SUBSTITUTION SUBMITTAL PROCEDURE: SUBMIT SHOP DRAWINGS, PRODUCT DATA, AND CERTIFIED TEST RESULTS ATTESTING TO THE PROPOSED PRODUCT EQUIVALENCE. BURDEN OF PROOF IS ON PROPOSER. 4.02 THE ARCHITECT WILL NOTIFY CONTRACTOR IN WRITING OF DECISION TO ACCEPT OR REJECT REQUEST SECTION 017000 - EXECUTION AND CLOSEOUT REQUIREMENTS 1 PROJECT CONDITIONS 1.01VENTILATE ENCLOSED AREAS TO ASSIST CURE OF MATERIALS, TO DISSIPATE HUMIDITY, AND TO PREVENT ACCUMULATION OF DUST, FUMES, VAORS, OR GASES. 2 GENERAL INSTALLATION REQUIREMENTS 2.01 INSTALL PRODUCTS AS SPECIFIED IN INDIVIDUAL SECTIONS, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, AND SO AS TO AVOID WASTE DUE TO NECESSITY FOR REPLACEMENT. 2.02 MAKE VERTICAL ELEMENTS PLUMB AND HORIZONTAL ELEMENTS LEVEL, UNLESS OTHERWISE INDICATED. 2.03 INSTALL EQUIPMENT AND FITTINGS PLUMB AND LEVEL, NEATLY ALIGNED WITH ADJACENT VERTICAL AND HORIZONTAL LINES, UNLESS OTHERWISE NDICATED. 2.04 MAKE CONSISTENT TEXTURE ON SURFACES, WITH SEAMLESS TRANSITIONS, UNLESS OTHERWISE INDICATED. 2.05 MAKE NEAT TRANSITIONS BETWEEN DIFFERENT SURFACES, MAINTAINING TEXTURE AND APPEARANCE. 3 FINAL CLEANING 3.01 USE CLEANING MATERIALS THAT ARE NON -HAZARDOUS. 3.02 CLEAN INTERIOR AND EXTERIOR GLASS, SURFACES EXPOSED TO VIEW; REMOVE TEMPORARY LABELS, STAINS AND FOREIGN SUBSTANCES, POLISH TRANSPARENT AND GLOSSY SURFACES, VACUUM CARPETED AND SOFT SURFACES. 3.03 REMOVE ALL LABELS THAT ARE NOT PERMANENT. DO NOT PAINT OR OTHERWISE COVER FIRE TEST LABELS OR NAMEPLATES ON MECHANICAL AND ELECTRICAL EQUIPMENT. 3.04 CLEAN EQUIPMENT AND FIXTURES TO A SANITARY CONDITION WITH CLEANING MATERIALS APPROPRIATE TO THE SURFACE AND MATERIAL BEING CLEANED. 4 CLOSEOUT PROCEDURES 4.01 MAKE SUBMITTALS THAT ARE REQUIRED BY GOVERNING OR OTHER AUTHORITIES. 4.02 NOTIFY ARCHITECT WHEN WORK IS CONSIDERED READY FOR SUBSTANTIAL COMPLETION. 4.03 SUBMIT WRITTEN CERTIFICATION THAT CONTRACT DOCUMENTS HAVE BEEN REVIEWED, WORK HAS BEEN INSPECTED, AND THAT WORK IS COMPLETE IN ACCORDANCE WITH CONTRACT DOCUMENTS AND READY FOR ARCHITECT'S REVIEW. 4.04 NOTIFY ARCHITECT WHEN WORK IS CONSIDERED FINALLY COMPLETE. 4.05 COMPLETE ITEMS OF WORK DETERMINED BY ARCHITECT'S FINAL INSPECTION. SECTION 017329 - CUTTING AND PATCHING 1.01 SECTION INCLUDES REQUIREMENTS FOR CUTTING, FITTING AND PATCHING OF THE WORK TO MAKE SEVERAL PARTS FIT PROPERLY. 1.02 UNCOVER WORK TO PROVIDE FOR INSTALLATION, INSPECTION, OR BOTH, OF OUT -OF -SEQUENCE WORK; REMOVE AND REPLACE WORK NOT CONFORMING TO REQUIREMENTS OF CONTRACT DOCUMENTS: REMOVE AND REPLACE DEFECTIVE WORK. 2.01 FOR REPLACEMENT OF WORK REMOVED, USE MATERIALS WHICH MATCH AND ARE COMPATIBLE WITH EXISTING. 3.01 INSPECT EXISTING CONDITIONS, INCLUDING ELEMENTS SUBJECT TO MOVEMENT OR DAMAGE DURING CUTTING, EXCAVATING, BACK FILLING AND PATCHING. 3.02 PERFORM CUTTING AND PATCHING IN A MANNER TO PREVENT DAMAGE TO OTHER WORK AND TO PROVIDE PROPER SURFACES FOR THE INSTALLATION OF MATERIALS, EQUIPMENT AND REPAIRS. DO NOT CUT OR ALTER STRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL. 3.03 FINISH OR REFINISH AS REQUIRED, CUT AND PATCHED SURFACES TO MATCH ADJACENT FINISHES. PAINT OVER COMPLETE SURFACE PLANE, UNLESS OTHERWISE INDICATED. OVER PATCHED WALL OR CEILING SURFACES, PAINT TO NEAREST CUTOFF LINE FOR ENTIRE SURFACE, SUCH AS INTERSECTION WITH ADJACENT WALL OR CEILING, BEAM, PILASTERS OR TO NEAREST OPENING FRAME, UNLESS OTHERWISE INDICATED. PAINTED SURFACES SHALL NOT PRESENT A SPOTTY, TOUCHED -UP APPEARANCE. SECTION 017800 - CLOSEOUT SUBMITTALS 1 SUBMITTALS 1.01 PROJECT RECORD DOCUMENTS: SUBMIT DOCUMENTS TO ARCHITECT WITH CLAIM FOR FINAL APPLICATION FOR PAYMENT. 1.02 OPERATION AND MAINTENANCE DATA: FOR EQUIPMENT, OR COMPONENT PARTS OF EQUIPMENT PUT INTO SERVICE DURING CONSTRUCTION AND OPERATED BY OWNER, SUBMIT COMPLETED DOCUMENTS WITHIN TEN DAYS AFTER ACCEPTANCE. 1.03 SUBMIT ONE COPY OF COMPLETED DOCUMENTS 15 DAYS PRIOR TO FINAL INSPECTION. THIS COPY WILL BE REVIEWED AND RETURNED AFTER FINAL INSPECTION, WITH ARCHITECT COMMENTS. REVISE CONTENT OF ALL DOCUMENT SETS AS REQUIRED PRIOR TO FINAL SUBMISSION. 1.04 WARRANTIES AND BONDS: FOR EQUIPMENT OR COMPONENT PARTS OF EQUIPMENT PUT INTO SERVICE DURING CONSTRUCTION WITH OWNER'S PERMISSION, SUBMIT DOCUMENTS WITHIN 10 DAYS AFTER ACCEPTANCE. 2 PROJECT RECORD DOCUMENTS 2.01 THE FOLLOWING MAY BE MAINTAINED DIGITALLY. MAINTAIN ON SITE ONE SET OF THE FOLLOWING RECORD DOCUMENTS; RECORD ACTUAL REVISIONS TO THE WORK: DRAWINGS. ADDENDA. 2.02 CHANGE ORDERS AND OTHER MODIFICATIONS TO THE CONTRACT. 2.03 RECORD DRAWINGS: LEGIBLY MARK EACH ITEM TO RECORD ACTUAL CONSTRUCTION INCLUDING: FIELD CHANGES OF DIMENSION AND DETAIL. 2.04 DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS. 3 OPERATION AND MAINTENANCE DATA 3.01 FOR EACH PRODUCT OR SYSTEM: LIST NAMES, ADDRESSES AND TELEPHONE NUMBERS OF SUBCONTRACTORS AND SUPPLIERS, INCLUDING LOCAL SOURCE OF SUPPLIES AND REPLACEMENT PARTS. 3.02 PRODUCT DATA: MARK EACH SHEET TO CLEARLY IDENTIFY SPECIFIC PRODUCTS AND COMPONENT PARTS, AND DATA APPLICABLE TO INSTALLATION. DELETE INAPPLICABLE INFORMATION. 3.03 DRAWINGS: SUPPLEMENT PRODUCT DATA TO ILLUSTRATE RELATIONS OF COMPONENT PARTS OF EQUIPMENT AND SYSTEMS, TO SHOW CONTROL AND FLOW DIAGRAMS. DO NOT USE PROJECT RECORD DOCUMENTS AS MAINTENANCE DRAWINGS. 3.04 OPERATING PROCEDURES: INCLUDE START-UP, BREAK-IN, AND ROUTINE NORMAL OPERATING INSTRUCTIONS AND SEQUENCES. INCLUDE REGULATION, CONTROL, STOPPING, SHUT -DOWN, AND EMERGENCY INSTRUCTIONS. INCLUDE SUMMER, WINTER, AND ANY SPECIAL OPERATING INSTRUCTIONS. 3.05 MAINTENANCE REQUIREMENTS: INCLUDE ROUTINE PROCEDURES AND GUIDE FOR PREVENTATIVE MAINTENANCE AND TROUBLE SHOOTING; DISASSEMBLY, REPAIR, AND REASSEMBLY INSTRUCTIONS; AND ALIGNMENT, ADJUSTING, BALANCING, AND CHECKING INSTRUCTIONS. 4 WARRANTIES AND BONDS 4.01 OBTAIN WARRANTIES AND BONDS, EXECUTED IN DUPLICATE BY RESPONSIBLE SUBCONTRACTORS, SUPPLIERS, AND MANUFACTURERS, WITHIN 10 DAYS AFTER COMPLETION OF THE APPLICABLE ITEM OF WORK. EXCEPT FOR ITEMS PUT INTO USE WITH OWNER'S PERMISSION, LEAVE DATE OF BEGINNING OF TIME OF WARRANTY UNTIL THE DATE OF SUBSTANTIAL COMPLETION IS DETERMINED. SECTION 024119 - SELECTIVE DEMOLITION 1 CONSTRUCTION PROCEDURES 1.01 DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE THE WORK. WHERE DEMOLITION EXCEEDS THAT INDICATED, VERIFY SUCH DEMOLITION WITH THE ARCHITECT AND OWNER PRIOR TO PROCEEDING. 1.02 NOTIFY THE OWNER PRIOR TO COMMENCING DEMOLITION WORK, COORDINATE WITH OWNER FOR REMOVAL OF ITEMS TO BE CLAIMED OR RE USED. 1.03 EXCEPT WHERE NOTED OR SPECIFIED OTHERWISE, TAKE POSSESSION OF MATERIALS BEING DEMOLISHED AND IMMEDIATELY REMOVE FROM SITE. 1.04 DO NOT OVERLOAD EXISTING CONSTRUCTION TO REMAIN WITH DEMOLISHED MATERIALS. PROVIDE A SMOOTH, EVEN, AND INVISIBLE TRANSITION TO NEW CONSTRUCTION. WHEN FINISHED SURFACES ARE CUT SO THAT AN INVISIBLE TRANSITION WITH NEW WORK IS NOT POSSIBLE, TERMINATE EXISTING SURFACE ALONG THE NEAREST BREAK LINE, JOINT OR CORNER. 1.05 REPAIR DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED AT NO ADDITIONAL COST TO THE OWNER. SECTION 055000 - METAL FABRICATIONS 1.01 WELDING OPERATIONS AND WELDER CERTIFICATION SHALL COMPLY WITH AWS STANDARDS. EMPLOY REGISTERED PROFESSIONAL ENGINEER, LICENSED TO PRACTICE STRUCTURAL ENGINEERING IN JURISDICTION WHERE PROJECT IS LOCATED, TO ENGINEER EACH COMPONENT OF HANDRAIL AND RAILING SYSTEM. COMPONENTS AND ASSEMBLIES SHALL MEET ALL APPLICABLE MODEL & MUNICPAL BUILDING CODES AND STANDARDS. 1.02 SUBMIT SHOP DRAWINGS CONTAINING THE FOLLOWING: A. SEAL AND SIGNATURE OF PROFESSIONAL ENGINEER RESPONSIBLE FOR DESIGN. B. DIMENSIONS, MATERIALS (INCLUDING TYPES AND GRADES), FABRICATION AND INSTALLATION DETAILS. C. INDICATE SIZE AND TYPE OF FASTENERS, WELDS, ACCESSORY ITEMS, SHOP FINISH AND METHOD OF ANCHORAGE. 2.01 METALS SHALL BE FABRICATED FROM MATERIALS SPECIFIED. FABRICATE JOINTS WITH TIGHT FIT AND SECURED BY WELDING. SHOP FABRICATE IN LARGEST SECTIONS POSSIBLE FOR DELIVERY TO SITE. GRIND EXPOSED WELDS FLUSH AND SMOOTH, EASE EXPOSED EDGES TO SMALL UNIFORM RADIUS. EXPOSED MECHANICAL FASTENERS SHALL BE FLUSH, COUNTERSINK SCREWS OR BOLTS; MAKE EXPOSED JOINTS BUTT TIGHT, FLUSH AND HAIRLINE. 2.02 MATERIALS: A. STEEL SHAPES, BARS AND PLATES: ASTM A36 3.01 PROVIDE STEEL SHEET OF THICKNESS AND SIZE INDICATED OR REQUIRED TO SUPPORT STRUCTURAL LOADS FOR WALL -MOUNTED ACCESSORIES OR SUPPLEMENTAL SHIELDING. SECTION 061000 - ROUGH CARPENTRY 1.01 COMPLY WITH REQUIREMENTS OF WCLIB AND WWPA FOR GRADING SOFTWOOD LUMBER; AWPA FOR PRESSURE TREATED LUMBER. COMPLY WITH PS 20 FOR LUMBER SIZING; PS 1 AND APA FOR PLYWOOD GRADES. LUMBER AND PLYWOOD SHALL BE GRADE -MARKED. 1.02 PRESSURE TREATED LUMBER SHALL COMPLY WITH AWPA STANDARDS; LUMBER SHALL HAVE AWPB CERTIFIED GRADEMARKS. 2.01 LUMBER SHALL BE S4S, BLOCKING SHALL BE CONSTRUCTION GRADE OR BETTER. 3.01 SECURELY INSTALL FRAMING MEMBERS TRUE, PLUMB AND LEVEL. INSTALL FIRE -TREATED BLOCKING AND BACKING AS NECESSARY FOR ATTACHMENT OF FINISH CARPENTRY ITEMS, HARDWARE, TOILET ACCESSORIES, CASEWORK AND RELATED ITEMS. 3.02 MAKE CONNECTIONS BETWEEN MEMBERS TIGHT, ACCURATE AND SECURE. INSTALL FASTENINGS WITHOUT SPLITTING WOOD; PRE DRILLED AS NECESSARY. DRILL BOLT HOLES SAME DIAMETER AS BOLTS. PROVIDE WASHERS UNDER EVERY BOLT HEAD AND NUT BEARING ON WOOD. RE -TIGHTEN BOLT IMMEDIATELY PRIOR TO CLOSING IN. 3.03 REFER TO STRUCTURAL GENERAL NOTES AND DRAWINGS FOR ADDITIONAL INFORMATION SECTION 064000 - INTERIOR ARCHITECTURAL WOODWORK ARCHITECT'S DRAWINGS ARE FOR DESIGN INTENT. MILLWORK FABRICATOR RESPONSIBLE FOR FABRICATION DETAILING. MILLWORKER TO IDENTIFY ON SHOP DRAWINGS ANY MATERIALS OR DETAILS THAT HAVE BEEN AESTHETICALLY OR NOTICEABLY ALTERED. 1.01 CUSTOM CASEWORK AND CABINETRY SHALL CONFORM TO THE STANDARDS OF THE MOST CURRENT EDITION OF THE ARCHITECTURAL WOODWORK INSTITUTE (AWI) MANUAL: A. PREMIUM GRADE FOR WOOD VENEER (WD) B. CUSTOM GRADE FOR HIGH PRESSURE LAMINATE (PL) 1.02 IF QUALITY CERTIFICATION PROGRAM SPECIFIED, PROVIDE AWI QUALITY CERTIFICATION PROGRAM LABELS OR CERTIFICATE INDICATING THAT WOODWORK COMPLIES WITH REQUIREMENTS OF GRADES SPECIFIED. 1.03 PRODUCTS / MATERIALS ARE AS FOLLOWS: 1. SOFTWOOD PLYWOOD: PSI GRADED IN ACCORDANCE WITH AWI FOR USE AS A SUBSTRATE. ALTERNATE SHALL BE MEDIUM DENSITY FIBERBOARD (MDFB) COMPLYING WITH ANSI A208.2, PRODUCT CLASS MD. 2. (WD) WOOD VENEER/ SUBSTRATE: 3/4" THICK WOOD SUBSTRATE OR MDF CORE PLYWOOD WITH WOOD VENEER ONE SIDE WITH TRANSPARENT FINISH. FIRE RESISTANCE TO BE: A. FLAME SPREAD 75 OR LESS B. SMOKE DEVELOPED: 450 OR LESS SECTION 066116 - COUNTERTOPS � SECTION 079000 - JOINT SEALANTS SECTION 087100 - HARDWARE 1.01.1 MATERIALS: 1.01 PROVIDE SEALANT MATERIALS SUITED FOR INDICATED USE FOR A WEATHER AND WATER TIGHT 1.01 FURNISH COMPLETE HARDWARE SCHEDULE AND PRODUCT CATALOG CUTS FOR APPROVAL BY 1. QUARTZ SOLID SURFACING (QZ) INSTALLATION. SEALANTS SHALL BE COMPATIBLE WITH ADJACENT MATERIALS. PROVIDE JOINT SEALANT ARCHITECT. A STATEMENT OF OMISSION, DISCREPANCY, OR ERROR SHOULD BE DIRECTED TO ARCHITECT 2. CAST POLYMER SOLID SURFACING MATERIAL (SSM) AND ACCESSORIES FOR EACH TYPE OF JOINT FROM A SINGLE SOURCE. UNLESS OTHERWISE NOTED, WHERE ITEMS OF HARDWARE NOT DEFINITELY OR CORRECTLY SPECIFIED ARE REQUIRED FOR 3. PLASTIC LAMINATE AREAS TO BE CAULKED INCLUDE: GLASS WINDOWS, EXTERIOR DOOR FRAMES, SILLS, AND THRESHOLDS, COMPLETION OF WORK. WOOD ON WOOD TRIM JOINTS AND SPLICES; SINKS AND TOILETS TO WALLS AND FLOORS; DRYWALL TO 1.02 SUBMITTALS: SUBMIT TWO (2) SAMPLES OF PRODUCT LABELED AS TO MANUFACTURER AND ALUMINUM AND HOLLOW METAL WINDOW/DOOR FRAMES; JOINTS NECESSARY TO PROVIDE A WATERTIGHT 1.02 FURNISH HARDWARE TEMPLATES NECESSARY FOR PREPARATORY WORK AND HARDWARE COMPOSITION. FURNISH MAINTENANCE MANUAL AND MANUFACTURER'S WARRANTY. CONDITION. MANUFACTURER'S INSTALLATION INSTRUCTIONS. 1.03 SHOP DRAWINGS TO SHOW MATERIALS, FINISHES, EDGE AND BACKSPLASH PROFILES, DIMENSIONS, 1.02 SUBMITTALS: 1.03 DELIVER EACH HARDWARE ITEM OR SET SEPARATELY PACKAGED AND IDENTIFIED FOR USE IN THE WORK. METHODS OF JOINING, FASTENING ATTACHMENTS AND ANY AND ALL CUTOUT. A. MANUFACTURER'S LITERATURE STATING PRODUCTS ARE COMPATIBLE WITH PROPOSED APPLICATIONS. B. PRODUCT DATA INDICATING SEALANT CHEMICAL CHARACTERISTICS, PERFORMANCE CRITERIA, 2.01 SUBMIT THE FOLLOWING: 1.04 QUALITY ASSURANCE: LIMITATIONS, COLOR AVAILABILITY AND APPLICATION INSTRUCTIONS. 1. HARDWARE SCHEDULE. 1. FABRICATORS QUALIFICATIONS: SHOP THAT EMPLOYS SKILLED WORKERS WHO CUSTOM -FABRICATE C. SUBMIT (2) SAMPLES 1/4" IN DIAMETER X 4" IN SIZE ILLUSTRATING MANUFACTURER'S FULL LINE OF 2. PRODUCT DATA. PRODUCTS SIMILAR TO THOSE REQUIRED FOR THIS PROJECT AND WHOSE PRODUCTS HAVE A COLOR SELECTIONS FOR EACH EXPOSED PRODUCT FOR SELECTION BY THE ARCHITECT. RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE AND INSTALLATION. 2.02 HARDWARE (HW): SEE DOOR & FINISH SCHEDULE FOR SPECIFICATIONS. 2. DELIVERY, STORAGE AND HANDLING: COMPLY WITH MATERIAL MANUFACTURER'S REQUIREMENTS. 1.03 QUALITY ASSURANCE: JOINT SEALANT SHALL MAINTAIN PERMANENTLY AIRTIGHT AND WATERTIGHT PACKAGING SHIPPING HANDLING AND UNLOADING: OBSERVE MANUFACTURER'S RECOMMENDATIONS CONTINUOUS SEALS, WITHIN RECOGNIZED LIMITATIONS OF WEAR AND AGING. FAILURE TO PRODUCE SUCH 2.03 ELECTRONIC SECURITY: WHERE INDICATED PROVIDE ELECTRIC LATCH RETRACTION PANIC DEVICES AND HANDLE IN A MANNER TO PREVENT BREAKAGE BRACE PARTS IF NECESSARY. TRANSPORT IN A SEAL WILL BE RECOGNIZED AS A FAILURE OF MATERIALS AND WORKMANSHIP. ELECTRIC HINGES, DOOR CONTACT, POWER SUPPLIES, AND RELATED SUPPORT DEVICES TO INTERFACE NEAR VERTICAL POSITION WITH FINISHED FACE TOWARD FINISHED FACE. DO NOT ALLOW FINISHED WITH OWNER SUPPLIED CARD READERS. SURFACES TO RUB DURING SHIPPING AND HANDLING. 1.04 MATERIALS: 3. STORAGE AND PROTECTION: STORE IN RACKS IN NEAR VERTICAL POSITION. PREVENT WARPAGE AND SEALANT TYPE APPLICATION: 3.01 INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND BREAKAGE. STORE INSIDE AWAY FOR DIRECT EXPOSURE TO SUNLIGHT. STORE BETWEEN 25 AND 130' 1. POLYURETHANE HORIZONTAL CONTROL JOINTS IN CONCRETE FLOORING AND (SELF APPLICABLE SECURITY AND ENERGY CONSERVATION REGULATIONS, UNLESS OTHERWISE NOTED, MOUNT F. LEVELING) AT JUNCTURES BETWEEN THIS MATERIAL AND ADJACENT LEVERS, PUSH/PULL PLATES, HANDLES, LOCKS, ETC. AT MANUFACTURER'S STANDARD MOUNTING MATERIALS. COMPLY WITH ASTM C-920. HEIGHTS, BUT IN NO CASE GREATER THAN ADA REQUIREMENTS WHERE APPLICABLE. 2.01 PRODUCT (QA / SSM/ PLAM) - SEE FINISH SCHEDULE FOR SPECIFICATIONS 2. SILICONE SEALING OF JOINTS BETWEEN COUNTER SPLASHES AND (GEN. PURPOSE) ADJACENT TOPS & WALLS. COMPLY WITH ASTM C-920. 3.02 PROVIDE ENTRANCE CYLINDERS TO GLAZING CONTRACTOR FOR ENTRANCES. PLASTIC LAMINATE COUNTERTOPS: HIGH PRESSURE DECORATIVE LAMINATE SHEET BONDED TO 3. SILICONE GENERAL CAULKING AS PART OF INTERIOR EXTERIOR -GRADE PLYWOOD SUBSTRATE CONVENTIONALLY FABRICATED WITH EDGE CONDITION AS PAINTING IN JOINTS (PAINTABLE) SUBJECT TO MOVEMENT. 3.03 FIRE -RATED OPENINGS: PROVIDE HARDWARE FOR FIRE -RATED OPENINGS IN COMPLIANCE WITH NFPA 80. INDICATED ON DRAWINGS. ALL EXPOSED SUBSTRATE TO BE SEALED WITH PAINT. 4. ACRYLIC LATEX GENERAL CAULKING AS PART OF INTERIOR PAINTING COMPLY WITH ASTM C-834. THIS REQUIREMENT TAKES PRECEDENCE OVER OTHER REQUIREMENTS FOR SUCH HARDWARE. PROVIDE SOLID SURFACE MATERIAL COUNTERTOPS: SOLID SURFACING SHEET OR PLASTIC RESIN CASTING OVER ONLY SUCH HARDWARE WHICH HAS BEEN TESTED AND LISTED BY UL FOR THE TYPE AND SIZE OF DOOR CONTINUOUS EXTERIOR -GRADE PLYWOOD SUBSTRATE CONVENTIONALLY FABRICATED WITH EDGE 1.05 PROVIDE TWO (2) YEAR WARRANTY, AT MINIMUM. REQUIRED, AND COMPLIES WITH THE REQUIREMENTS OF THE DOOR AND THE DOOR FRAME LABELS. CONDITION AS INDICATED ON DRAWINGS. ALL EXPOSED SUBSTRATE TO BE SEALED WITH PAINT. SOLID LATCHING HARDWARE, DOOR CLOSERS, BALL BEARING HINGES, AND SEALS ARE REQUIRED WHETHER OR SURFACING SHEET AND PLASTIC RESIN CASTINGS: COMPLYING WITH ISFA-2 AND NEMA LID 3; ACRYLIC OR 2.01 1-PART POLYURETHANE SEALANTS: POLYURETHANE BASE 1 PART ELASTOMERIC SEALANT, COMPLYING NOT LISTED IN THE HARDWARE SCHEDULE. POLYESTER RESIN, MINERAL FILLER, AND PIGMENTS; HOMOGENOUS, NON -POROUS AND CAPABLE OF WITH FED. SPEC. TT-S-00230C, TYPE II CLASS A, WITH ELONGATION AND COMPRESSION OF NOT LESS THAT 1. WHERE PANIC EXIT DEVICES ARE REQUIRED ON FIRE -RATED DOORS, PROVIDE SUPPLEMENTARY BEING WORKED AND REPAIRED USING STANDARD WOODWORKING TOOLS; NO SURFACE COATING; COLOR 25 PERCENT. ASTM C-920, TYPE S, CLASS 25, GRADE NS. USE FOR INTERIOR JOINTS SUBJECT TO MARKING ON DOOR UL LABEL ON EXIT DEVICE INDICATING "FIRE EXIT HARDWARE." AND PATTERN CONSISTENT THROUGHOUT THICKNESS. SURFACE BURNING CHARACTERISTICS: FLAME MOVEMENT. SPREAD 25, MAXIMUM; SMOKE DEVELOPED 450, MAXIMUM; WHEN TESTED IN ACCORDANCE WITH ASTM 3.04 KEYING WILL BE COORDINATED BETWEEN TENANT, OWNER AND/OR LANDLORD. E84. NSF APPROVED FOR FOOD CONTACT. BUILT UP TO MINIMUM 1-1/2" THICK; SQUARE EDGE; USE MARINE 2.02 HIGH MODULUS SILICONE RUBBER SEALANT: ONE PART NONACID -CURING SILICONE. USE FOR JOINTS EDGE AT SINKS. BACK AND END SPLASHES: SAME SHEET MATERIAL, SQUARE TOP, MINIMUM 4" HIGH AND RELATED TO STRUCTURAL GLAZING. 4 DOOR HARDWARE - GENERAL INTEGRAL WITH COUNTERTOP. PLASTIC EDGE BANDING: EXTRUDED PVC, FLAT SHAPED; SMOOTH FINISH; OF WIDTH TO MATCH 2.03 MILDEW -RESISTANT SILICONE RUBBER SEALANT: SILICONE RUBBER BASE, 1 PART MILDEW RESISTANCE 4.01 ALL HARDWARE TO MATCH FACILITY STANDARDS. REFERENCE DOOR HARDWARE STANDARDS TO BE COMPONENT THICKNESS. SEALANT WITH INTEGRAL FUNGICIDE COMPLYING WITH FED. SPEC. TT-S-001543, CLASS A. SPECIFICALLY PROVIDED BY OWNER. SEE INTERIOR ELEVATIONS ROOM FINISH SCHEDULE AND FINISH LEGEND ON DRAWINGS FOR LOCATIONS, RECOMMENDED BY MANUFACTURER FOR INTERIOR JOINTS IN WET AREAS AROUND PLUMBING FIXTURES DETAILS AND PRODUCTS. AND CERAMIC TILE. USE FOR JOINTS IN CERAMIC TILE WALLS AND FLOORS, AROUND EQUIPMENT, AND 4.02 PROVIDE ALL HARDWARE SPECIFIED OR REQUIRED TO MAKE DOORS FULLY FUNCTIONAL, COMPLIANT AROUND PLUMBING FIXTURES. WITH APPLICABLE CODES, AND SECURE TO THE EXTENT INDICATED. 2.02 ADHESIVE: MOISTURE RESISTANT TYPE AS RECOMMENDED BY PRODUCT MANUFACTURER. 2.04 ACRYLIC SEALANTS: GENERAL PURPOSE, PAINTABLE ACRYLIC -EMULSION SEALANT WITH PLUS 7.5 4.03 PROVIDE PRODUCTS THAT COMPLY WITH THE FOLLOWING: 2.03 PRIMERS AND SEALERS: TYPE AS RECOMMENDED BY MANUFACTURER. PERCENT TO MINUS 7.5 PERCENT MOVEMENT. COMPLYING WITH ASTM C834. USE FOR INTERIOR JOINTS APPLICABLE PROVISIONS OF FEDERAL, STATE, AND LOCAL CODES. NOT SUBJECT TO MOVEMENT. 2.04 JOINT FILLER AND NEUTRAL CLEANER: TYPE MADE OR RECOMMENDED BY MANUFACTURER FOR 5 WARRANTY CONDITIONS OF INSTALLATION. 2.05 FOAM GASKET SEAL: PRE COMPRESSED, IMPREGNATED OPEN -CELL FOAM SEALANT INCORPORATING A. BUTT HINGES: LIFE OF BUILDING PERMANENTLY ELASTIC OPEN CELL POLYURETHANE FOAM, MANUFACTURER'S STANDARD IMPREGNATING B. LOCKS AND LATCHES: 7 YEARS, ND SERIES 2.05 ALL ADHESIVES TO MEET THE FOLLOWING MINIMUM VOC LIMIT REQUIREMENTS: SOUTH COAST AIR AGENT, AND PRESSURE SENSITIVE BACKING. RESILIENT TO -26 DEGREES F FOR EXTERIOR USE AND C. DOOR CLOSERS: 10 YEARS, MECHANICAL; 1 YEAR, ELECTRICAL QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE 1168. WHERE OTHERWISE SUBJECT TO LOW TEMPERATURES. D. EXIT DEVICES: 3 YEARS, MECHANICAL; 1 YEAR, ELECTRICAL A. MULTI -PURPOSE CONSTRUCTION ADHESIVES - 70 G/L E. GASKETS AND SWEEPS: 3 YEARS 2.06 PRIMER: AS RECOMMENDED BY SEALANT MANUFACTURER. F. THRESHOLDS: 3 YEARS 2.06 ALL PRIMERS AND SEALERS TO MEET THE FOLLOWING MINIMUM VOC LIMIT REQUIREMENTS; SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE 1133. 2.07 BOND BREAKER: PRESSURE -SENSITIVE ADHESIVE POLYETHYLENE TAPE. 6 HINGES A. PRIMERS, SEALERS AND UNDERCOATINGS - 200 G/L A. HINGES: PROVIDE HINGES ON EVERY SWINGING DOOR, HAGER SERIES B. SPECIALTY PRIMERS - 350 G/L 2.08 JOINT CLEANER: NON -CORROSIVE AND NON -STAINING TYPE, RECOMMENDED BY SEALANT B. HINGES SHALL CONFORM TO ANSI 156.1. MANUFACTURER; COMPATIBLE WITH JOINT FORMING MATERIALS. C. PROVIDE NON -REMOVABLE PINS. 3.01 FABRICATION D. WHERE ELECTRIFIED HARDWARE IS MOUNTED IN DOOR LEAF, PROVIDE POWER TRANSFER HINGES. PLASTIC LAMINATE: APPLY PLASTIC LAMINATE FINISH IN FULL UNINTERRUPTED SHEETS CONSISTENT WITH 2.09 COLORS: SEALANT COLOR SHALL BE SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD MANUFACTURED SIZES. FIT CORNERS AND JOINTS HAIRLINE; SECURE WITH CONCEALED FASTENERS. COLORS. 7 LOCKS AND LATCHES LOCATE COUNTER BUTT JOINTS MINIMUM 2 FEET (600 MM) FROM SINK CUT OUTS. A. ALL LOCKSETS SHALL BE ANSI 156.13 SERIES 1000, GRADE 1 CERTIFIED. SOLID SURFACING: FABRICATE TOPS UP TO 144" LONG IN ONE PIECE; JOIN PIECES WITH ADHESIVE 3.01 PREPARATION OF JOINTS, CLEANING, PRIMING, STORAGE AND HANDLING OF SEALANTS AND PARTICULAR B. LOCKS: PROVIDE A LOCK FOR EVERY DOOR, UNLESS SPECIFICALLY INDICATED AS NOT REQUIRING SEALANT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. METHODS OF INSTALLATION SHALL CONFORM TO RECOMMENDATIONS OF SEALANT MANUFACTURER FOR LOCKING. EACH SPECIFIC TYPE OF INSTALLATION. C. HARDWARE SETS INDICATE LOCKING FUNCTIONS REQUIRED FOR EACH DOOR. D. IF NO HARDWARE SET IS INDICATED FOR A SWINGING DOOR PROVIDE AN OFFICE LOCKSET. 3.02 PREPARATION: 3.02 SEALANT DEPTH SHALL BE 2 TO ONE TIMES THE JOINT WIDTH, BUT NOT LESS THAT 1/4 INCH OR MORE E. TRIM: PROVIDE LEVER HANDLE OR PULL TRIM ON OUTSIDE OF ALL LOCKS UNLESS SPECIFICALLY STATE A. PROTECTION OF SURFACES: PROTECT FINISHED SURFACES FROM SCRATCHES. APPLY MASKING THAN 2 INCH UNLESS OTHERWISE REQUIRED IN SPECIAL CASES. TO HAVE NO OUTSIDE TRIM. WHERE NECESSARY. TAKE NECESSARY PRECAUTIONS TO PREVENT DIRT, GRIT, DUST AND DEBRIS F. LOCK CYLINDERS: PROVIDE KEY ACCESS ON OUTSIDE OF ALL LOCKS UNLESS SPECIFICALLY STATED TO FROM OTHER TRADES FROM CONTACTING THE SURFACE. 3.03 APPLY SOLID AND CONTINUOUS BEAD OR BED OF SEALANT TO FILL JOINT WITHOUT VOIDS. CONFINE HAVE NO LOCKING OR NO OUTSIDE TRIM. SEALANT TO JOINT OR AREAS TO BE SEALED AND FINISH TO NEAT STRAIGHT LINES. G. KEYING: GRAND MASTER KEYED. 3.03 INSTALLATION: H. LATCHES: PROVIDE A LATCH FOR EVERY DOOR THAT IS NOT REQUIRED TO LOCK, UNLESS A. PRELIMINARY INSTALLATION: FABRICATE COUNTERTOPS OR OTHER DESIGN ELEMENTS WITHOUT 3.04 ALL SEALANTS TO MEET THE FOLLOWING MINIMUM VOC LIMIT REQUIREMENTS; SOUTH COAST AIR SPECIFICALLY INDICATED "PUSH/PULL" OR "NOT REQUIRED TO LATCH." JOINTS, UNLESS OTHERWISE REQUIRED BY LIMITATIONS OF SLAB LENGTHS. QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE 1168. I. ON PAIRS OF SWINGING DOORS, IF AN ASTRAGAL IS PRESENT, PROVIDE COORDINATOR TO ENSURE B. JOINTS: A. ARCHITECTURAL - 250 G/L THE LEAVES CLOSE IN THE PROPER ORDER. 1. JOINTS BETWEEN ADJACENT PIECES OF QUARTZ SURFACING; JOINTS SHALL BE FLUSH, TIGHT B. POROUS ARCHITECTURAL SEALANT PRIMER - 775 G/L FITTING, LEVEL AND NEAT. SECURELY JOIN ADJACENT PIECES WITH MANUFACTURER C. NON -POROUS ARCHITECTURAL SEALANT PRIMER - 250 G/L 8 CLOSERS RECOMMENDED TWO PART ADHESIVE. FILL JOINTS LEVEL TO POLISHED SURFACE. SECURE ADJACENT QUARTZ SURFACES WITH VACUUM CLAMPS UNTIL ADHESIVE HARDENS. BONDED JOINTS 3.05 ALL ARCHITECTURAL COATINGS TO MEET THE FOLLOWING MINIMUM VOC LIMIT REQUIREMENTS; SOUTH 8.01 CLOSERS: COMPLYING WITH BHMA A156.4, LCN 4000 SERIES. TO BE 1/32" OR LESS IN WIDTH. JOINT FILLER COLOR TO MATCH COUNTER TOPS. COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE 1133. 2. JOINTS BETWEEN QUARTZ SURFACE AND (BACKSPLASH, WALL, TUB, OR SHOWER): SEAL JOINTS A. BOND BREAKERS - 350 G/L 8.02 NON -SIZED, NON -HANDED & ADJUSTABLE. SPRING HINGES ARE NOT AN ACCEPTABLE SELF -CLOSING WITH '50' YEAR SILICONE SEALANT. SILICONE SEALANT COLOR TO MATCH COUNTER TOP. DEVICE UNLESS SPECIFICALLY SO INDICATED, OPENING PRESSURE 5 LBS. 3.06 ALL AEROSOL ADHESIVES TO MEET THE FOLLOWING MINIMUM VOC LIMIT REQUIREMENTS; GREEN SEAL SECTION 072100 -THERMAL INSULATION STANDARD GS-36. 9 GASKETING AND THRESHOLDS A. GENERAL PURPOSE MIST SPRAY - 65% VOC'S BY WEIGHT A. GASKETS: COMPLYING WITH BHMA A156.22. B. (SMOKE SEAL), PEMKO 2.01 SOUND BATTS AT NON -RATED WALLS SHALL BE FULL -FIT FIBERGLASS BATT INSULATION; AT RATED C. DOOR SWEEPS: AUTOMATIC DOOR BUTTON, SEMI MORTISED, PEMKO 4131_RL WALLS SOUND BATT SHALL BE DENSE MINERAL WOOL, 4.5 POUND, USG "THERMARBER", OR PROVIDE SECTION 081113 -HOLLOW METAL DOORS AND FRAMES ARCHITECT/DESIGN WITH AN EQUAL RATED MATERIAL FOR APPROVAL, LINO 10 PROTECTION PLATES AND ARCHITECTURAL TRIM 1.01 STEEL DOORS AND FRAMES SHALL COMPLY WITH ANSI/SDI 100 AND THE REQUIREMENTS SPECIFIED. 3.01 INSTALL INSULATION BATTS TO FIT TIGHTLY BETWEEN FRAMING MEMBERS, GAPS SHALL BE STUFFED 10.01 PROTECTION PLATES: TRIMCO 10" X 34" WITH INSULATION. TRIM INSULATION TO NEATLY FIT AROUND PENETRATIONS AND BETWEEN FRAMING. 1.02 SUBMIT: MANUFACTURER'S PRODUCT DATA, INCLUDING SPECIFICATIONS, SHOP DRAWINGS COVERING EACH TYPE OF DOOR, FRAME, FRAME CONDITION AND COMPLETE ANCHORAGE DETAILS. INCLUDE 10.02 KICKPLATE: PROVIDE AS NOTED IN HARDWARE SETS. SCHEDULE AND FOLLOW DOOR NUMBERING SYSTEM USED ON ARCHITECTURAL DRAWINGS. SECTION 078400 - FIRE STOPPING 1.04 SUBMITTALS: 1.03 DELIVERY, STORAGE, AND HANDLING: COMPLY WITH MANUFACTURER'S ORDERING INSTRUCTION AND 11 WALL STOPS/FLOOR STOPS A. SHOP DRAWINGS SHOWING: LEAD TIME REQUIREMENTS TO AVOID CONSTRUCTION DELAYS. DELIVER MATERIAL IN MANUFACTURER'S 1. LOCATION OF EACH ITEM, DIMENSIONED PLANS AND ELEVATIONS, LARGE SCALE DETAILS, 1.01 FIRE RATED CONSTRUCTION DESIGN REQUIREMENTS: MAINTAIN BARRIER AND STRUCTURAL FLOOR FIRE 11.01 WALL STOPS: MATCH FACILITY STANDARDS, TRIMCO ATTACHMENT DEVICES, AND OTHER COMPONENTS. RESISTANCE RATINGS INCLUDING RESISTANCE TO COLD SMOKE AT PENETRATIONS, CONNECTIONS AND 2. VENEER LEAVES WITH GRAIN DIRECTION. OTHER SURFACES OR TYPES OF CONSTRUCTION, AT SEPARATION REQUIRED TO PERMIT BUILDING 3. APPLY WIC CERTIFIED COMPLIANCE LABEL TO FIRST PAGE OF SHOP DRAWINGS. MOVEMENT AND SOUND OR VIBRATION ABSORPTION, AND AT OTHER CONSTRUCTION GAPS. A. SAMPLES 1.02 LATEX AND ACRYLIC BASED SEALANTS ARE NOT ACCEPTABLE. USE ONLY URETHANE OR SILICONE BASE 1. SUBMIT TWO (2) SAMPLES OF ALL PLASTIC LAMINATES AS SCHEDULED, AND TWO (2) MATERIALS. MOCK-UPS OF EDGE BAND CONDITION AT DOOR/DRAWER. 2. SUBMIT TWO 12" X 12" FINISHED SAMPLES OF EACH TYPE OF VENEER AND HARDWOOD 1.03 SMOKE BARRIER CONSTRUCTION DESIGN REQUIREMENTS: MAINTAIN BARRIER AND STRUCTURAL FLOOR WITH TRANSPARENT FINISH AND SPECIFIED STAIN FOR APPROVAL. RESISTANCE TO COLD SMOKE AT ALL PENETRATIONS, CONNECTIONS AND OTHER SURFACES AND TYPES 3. EXPOSED CABINET HARDWARE (ONE UNIT OF EACH TYPE AND FINISH). OF CONSTRUCTION AND AT ALL SEPARATIONS REQUIRED TO PERMIT BUILDING MOVEMENT AND SOUND OR 4. SUBMIT DATA FOR EACH TYPE OF PRODUCT SPECIFIED. VIBRATION ABSORPTION, AND AT OTHER CONSTRUCTION GAPS. 1.05 COORDINATE BLOCKING LOCATIONS AND ELECTRICAL AND PLUMBING WORK INTEGRAL WITH CASEWORK, 1.04 ASSEMBLY DESIGNS ARE SPECIFIED GENERALLY UNDER UL SYSTEM CATEGORIES BY PENETRATING ITEM. MANUFACTURERS' PRODUCT APPLICATIONS MUST HAVE SPECIFIC UL SYSTEM DESIGNATIONS. 1.06 ALL VENEERS TO BE BALANCED AND BOOK MATCHED UNO. 1.05 WALL TO FLOOR JOINTS: HW-D-0000 CATEGORIES. 2.01 LAMINATED PLASTIC SHALL BE NEMA LD-3, HORIZONTAL GRADE A. COLOR AND PATTERN (PL): SEE FINISH SCHEDULE FOR SPECIFICATIONS 1.06 DUCT DAMPER PENETRATION: COMPLETE FILL ANNULAR SPACE WITH MINERAL WOOL SAFING AND SEAL WITH FLEXIBLE FIRE STOP SEALANT. COMPLY WITH DUCT DAMPER MANUFACTURER'S REQUIREMENTS. SECTION 064000 - INTERIOR ARCHITECTURAL WOODWORK - CONTINUED 2.01 SYSTEMS OR DEVICES LISTED IN THE UL FIRE -RESISTANCE DIRECTORY UNDER CATEGORIES XHCR AND 2.02 FINISH HARDWARE SHALL COMPLY WITH AWI MANUAL. XHEZ MAYBE USED, PROVIDING THAT THEY CONFORM TO THE CONSTRUCTION TYPE, PENETRATE TYPE, A. HINGES: CONCEALED EURO-STYLE; SELF CLOSING ANNULAR SPACE REQUIREMENTS, AND FIRE RATING INVOLVED IN EACH SEPARATE INSTANCE, AND THAT B. DRAWERS SLIDES: BALL BEARING TYPE FULL EXTENSION SLIDES BY ACCURIDE OR APPROVED SIMILAR THE SYSTEM BE SYMMETRICAL FOR WALL APPLICATIONS. SYSTEMS OR DEVICES MUST BE ASBESTOS- C. PULLS: (HW) - SEE FINISH SCHEDULE FOR SPECIFICATIONS FREE. D. GROMMET: G - SEE FINISH SCHEDULE FOR SPECIFICATIONS E. ADJUSTABLE SHELVING HARDWARE: 5 MM DIAMETER METAL L-SHAPED SHELF SUPPORTS 2.02 ADDITIONAL REQUIREMENTS: WITHSTAND THE PASSAGE OF COLD SMOKE EITHER AS AN INHERENT F. DECORATIVE SHELF BRACKET: (SB) - SEE FINISH SCHEDULE FOR SPECIFICATIONS PROPERTY OF THE PRODUCT, OR BY THE USE OF A SEPARATE PRODUCT INCLUDED AS A PART OF THE UL G. SUPPORT LEG: (LEG) - SEE FINISH SCHEDULE FOR SPECIFICATIONS SYSTEM OR DEVICE, AND DESIGNED TO PERFORM THIS FUNCTION. H. PULL-OUT DOOR MOUNTED WASTE BIN (TR) - SEE FINISH SCHEDULE FOR SPECIFICATIONS I. COAT HOOKS (CH)- SEE FINISH SCHEDULE FOR SPECIFICATIONS 2.03 THROUGH -PENETRATION SMOKE -STOPPING: ANY SYSTEM COMPLYING WITH REQUIREMENTS FOR THROUGH- PENETRATION FIRE STOPPING IN FIRE RATED CONSTRUCTION, AS SPECIFIED IN THIS SECTION, 2.03 ADJUST DRAWERS, DOORS AND MOVEABLE SHELVES FOR SMOOTH, TIGHT NON -BINDING OPERATION. IS ACCEPTABLE, PROVIDED SYSTEM PROVIDES A SMOKE SEAL. 2.04 SHOP FABRICATE IN WHOLE OR PARTIAL UNITS FOR MANAGEABLE HANDLING. ASSEMBLE PARTIAL UNIT IN 2.04 CONSTRUCTION GAP SMOKE STOPPING: ANY SYSTEM COMPLYING WITH REQUIREMENTS OF PLACE TO PROVIDE A UNIFIED VISUAL WHOLE. FABRICATE FILLERS AND SCRIBE STRIPS OF SAME CONSTRUCTION -GAP FIRE STOPPING IN FIRE RATED CONSTRUCTION, AS SPECIFIED IN THE SECTION, IS MATERIALS AND FINISHES AS ASSOCIATED UNITS. ACCEPTABLE, PROVIDED SYSTEM PROVIDES A SMOKE SEAL. 2.05 FABRICATE CASEWORK TO BE INSTALLED IN WET AREAS WITH WATER RESISTANT CORE MATERIALS AND 2.05 FILL, VOID OR CAVITY MATERIALS: AS CLASSIFIED UNDER CATEGORY XHHW IN UL FIRE RESISTANCE WATERPROOF ADHESIVES. DIRECTORY. 2.06 COMPOSITE WOOD AND AGRI-FIBER PRODUCTS, INCLUDING CORE MATERIALS, MUST CONTAIN NO ADDED 2.06 FORMING MATERIALS: AS CLASSIFIED UNDER CATEGORY XHKU IN UL FIRE RESISTANCE DIRECTORY. UREA -FORMALDEHYDE RESINS. LAMINATE ADHESIVES USED TO FABRICATE ON -SITE AND SHOP APPLIED ASSEMBLIES CONTAINING THESE LAMINATE ADHESIVES MUST CONTAIN NO UREA -FORMALDEHYDE. 2.07 ACCESSORIES: AS REQUIRED BY MANUFACTURERS LISTED, TESTED OR ENGINEERED FIRE STOP SYSTEM ASSEMBLIES. 3.01 MAINTAIN PROTECTIVE WRAPPINGS AS LONG AS POSSIBLE DURING HANDLING AND INSTALLATION. 3.01 COMPLY WITH FIRE STOPPING MATERIAL MANUFACTURER'S RECOMMENDATIONS, AND UL SYSTEM OR 3.02 INSTALL PRODUCTS PLUMB AND LEVEL. SECURELY FASTEN MATERIALS TO SUPPORTING SUBSTRATE. DESIGN. REMOVE AND REPLACE MATERIALS DAMAGED BEYOND REPAIR OR STAINED BEYOND CLEANING. 3.02 WARNING LABELS: LABEL EACH PENETRATION AS REQUIRED BY JURISDICTION. 3.03 MILLWORKER MUST FIELD VERIFY EXISTING SITE CONDITIONS PRIOR TO FABRICATION/INSTALLATION INCLUDING BUT NOT LIMITED TO: NON -PLUMB WALLS, UNEVEN FLOORS ETC. NOTIFY ARCHITECT OF ANY INCONSISTENCIES ON SITE. SCRIBE MILLWORK AT BUILT-IN APPLICATIONS. 3.04 FLOOR PREPARATION - FLOOR SHALL VARY 1/8" IN 10'-0" MAX BENEATH ALL BASE CABINETS. ORIGINAL UNOPENED UNDAMAGED CONTAINERS WITH IDENTIFICATION LABELS INTACT. STORE MATERIALS PROTECTED FROM EXPOSURE TO HARMFUL WEATHER CONDITIONS. COMPLY WITH MANUFACTURER'S RECOMMENDATIONS FOR STORAGE AND HANDLING. DOORS AND FRAMES SHALL BE STORED IN AN UPRIGHT POSITION. 04 WARRANTY: DOORS SHALL BE WARRANTED BY THE MANUFACTURER TO BE FREE FROM MANUFACTURING DEFECTS FOR A PERIOD OF NOT LESS THAN 18 MONTHS FROM THE DATE OF SUBSTANTIAL COMPLETION. WARRANTY SHALL PROVIDE FOR REPAIR OR REPLACEMENT OF THE DOOR AS ORIGINALLY INSTALLED. 01 DOORS: COMMERCIAL -QUALITY COLD -ROLLED SHEET STEEL; STEEL FOR DOOR FACES SHALL STRETCHER LEVELED. HEAVY DUTY, SEAMLESS, IN ACCORDANCE WITH THE REQUIREMENTS OF SDI 100 FOR GRADE II, MODEL 3 DOORS. INTERIOR SHALL BE 18 GAUGE, 1-3/4 INCHES THICK. 02 FRAMES: ONE PIECE, FULLY WELDED, 16 GAUGE, COLD OR HOT -ROLLED SHEET STEEL. 03 ANCHORS: PROVIDE ANCHORS AT EACH JAMB AS FOLLOWS FOR EACH 2'-6" OF DOOR HEIGHT OR FRACTION THEREOF: FABRICATE FROM MINIMUM 12 GAUGE SHEET STEEL. VARY ANCHOR TYPES TO PROVIDE POSITIVE FASTENING TO ADJACENT CONSTRUCTION. SECURE A METAL CLIP ANGLE AT BOTTOM OF EACH JAMB MEMBER FOR ANCHORING TO FLOOR, WITH A MINIMUM OF TWO FASTENERS. 04 PREPARE STEEL DOOR FRAMES TO RECEIVE HARDWARE. FURNISH APPROVED HARDWARE SCHEDULE, HARDWARE TEMPLATES AND SAMPLES OF PHYSICAL HARDWARE WHERE NECESSARY TO ENSURE CORRECT FITTING AND INSTALLATION. PREPARE SINKAGES AND CUTOUTS FOR MORTISED AND CONCEALED HARDWARE, HARDWARE PREPARATION FOR LABELED OPENINGS SHALL CONFORM TO THE REQUIREMENTS OF THE LABELING AUTHORITY. PROVIDE REINFORCEMENTS FOR BOTH CONCEALED AND SURFACE APPLIED HARDWARE. 05 GLAZED OPENINGS: LOCATIONS AND SIZES AS INDICATED ON DRAWINGS. COMPLY WITH REQUIREMENTS OF SECTION 088100. 06 PAINTED FINISH AS INDICATED IN FINISH SCHEDULE / FRAME TYPES / DOOR SCHEDULE. 01 INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THE REQUIREMENTS OF STEEL DOOR INSTITUTE (SDI) 100, AND THE REQUIREMENTS OF THE LABELING AUTHORITY. 02 APPLY HARDWARE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, TAKING CARE NOT TO DAMAGE HARDWARE, DOORS, FRAMES AND THEIR FINISHES. ADJUST AND LUBRICATE, AS REQUIRED FOR PROPER OPERATION. v D 0- 0. 0. O S. a Vm 0 (Ln V J 0 U U 6A 7043 REGISTERED ARCHITECT -------------- I R. David Frum STATE OF WASHINGTON I W D v , 0N� . U) 5 ui G - > VJ W 0 2 Z J Q C° N O LLJ 0 o0 rn 2 1:Q w Q3: 2 U) = cri �_ Q°z W LLI o g (D0 Cn N w PERMIT SET 9/12/2022 REVISIONS RECEIVED Sep 19 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 73-21017-00 SPECIFICATIONS 00 N L0 N N N O N G2.1 m 5 Lc n l.r 09 A r C SECTION 092100 - GYPSUM BOARD ASSEMBLIES SECTION 092216 - NON-STRUCTURAL METAL FRAMING SECTION 096500 -RESILIENT FLOORING SECTION 099100 - PAINTING - CONTINUED 1.01 COMPLY WITH THE FOLLOWING GENERAL STANDARDS: A. ASTM C645, C754 AND GA-216 FOR SPECIFICATION AND INSTALLATION OF STEEL FRAMING MEMBERS B. ASTM C36 FOR GYPSUM WALLBOARD C. ASTM C840-01 FOR APPLICATION AND FINISHING OF GYPSUM BOARD. WALL TOLERANCES: MAXIMUM VARIATION FROM FLATNESS - 1/8 INCH IN 10 FEET IN ANY DIRECTION D. ASTM C79 FOR GYPSUM SHEATHING E. ASTM C630 FOR WATER RESISTANT GYPSUM BOARD (MR) 1.02 COORDINATE INSTALLATION AND WALL LAYOUT WITH ELECTRICAL AND MECHANICAL WORK. PROVIDE BLOCKING AND BACKING AS REQUIRED. COORDINATE FIRE STOPPING APPLICATION. 2.01 METAL FRAMING MATERIALS NON-LOADBEARING FRAMING SYSTEM COMPONENTS: ASTM C645; GALVANIZED SHEET STEEL, OF SIZE AND PROPERTIES NECESSARY TO COMPLY WITH ASTM C754 FOR THE SPACING INDICATED, WITH MAXIMUM DEFLECTION OF WALL FRAMING OF L/240 AT 5 PSF (240 PA). STUDS: SCREW TYPE, 20 GAUGE GALVANIZED ROLL FORMED, FLANGES NOT LESS THAN 1 3/8, WIDE, KNURLED ON OUTSIDE FACE. INSTALLED AT 16" ON CENTER, EXCEPT WHERE OTHERWISE NOTED. STRUCTURAL STUDS: 16 GAUGE PUNCHED STRUCTURAL STUDS WITH 1" MINIMAL LEGS. USED AT EACH SIDE OF DOOR FRAMES AND WHERE WALL MOUNTED EQUIPMENT OR FURNISHINGS ARE SHOWN ON THE DRAWINGS. VERIFY GAUGE OF STUDS AT LEAD SHIELDING PARTITION ASSEMBLIES TO SUPPORT REQUIRED LEAD -LAMINATED GYPSUM WALLBOARD, 16 GAUGE MINIMUM. BLOCKING AT WALL MOUNTED ACCESSORIES AND EQUIPMENT: SEE INTERIOR DRAWINGS FOR ALL WALL - MOUNTED DEVICES, PROVIDE EACH WITH APPROPRIATE WALL -BACKING. 2.02 BOARD MATERIALS GYPSUM WALLBOARD: PAPER -FACED GYPSUM PANELS AS DEFINED IN ASTM C1396/C1396M; SIZES TO MINIMIZE JOINTS IN PLACE; ENDS SQUARE CUT. LEAD -LAMINATED GYPSUM PANELS, SIZE AND WEIGHT, AS REQUIRED BY PHYSICIST'S REPORT. APPLICATION: USE FOR VERTICAL SURFACES AND CEILINGS, UNLESS OTHERWISE INDICATED. AT ASSEMBLIES INDICATED WITH FIRE -RATING: USE TYPE REQUIRED BY INDICATED TESTED ASSEMBLY; IF NO TESTED ASSEMBLY IS INDICATED, USE TYPE X BOARD, UL OR WH LISTED. BACKING BOARD FOR WET AREAS: ONE OF THE FOLLOWING PRODUCTS: APPLICATION: SURFACES BEHIND TILE IN WET AREAS INCLUDING SHOWER SURROUNDS. ANSI CEMENT -BASED BOARD: NON -GYPSUM -BASED; AGGREGATED PORTLAND CEMENT PANELS WITH GLASS FIBER MESH EMBEDDED IN FRONT AND BACK SURFACES COMPLYING WITH ANSI A118.9 OR ASTM C1325. ASTM CEMENT -BASED BOARD: NON -GYPSUM -BASED, CEMENTITIOUS BOARD COMPLYING WITH ASTM C 1288. 2.03 ACCESSORIES ACOUSTIC INSULATION: ASTM C665; PREFORMED GLASS FIBER, FRICTION FIT TYPE, UNFACED. FINISHING ACCESSORIES: ASTM C1047, GALVANIZED STEEL OR ROLLED ZINC, UNLESS OTHERWISE INDICATED. 2 JOINT MATERIALS: ASTM C475 AND AS RECOMMENDED BY GYPSUM BOARD MANUFACTURER FOR PROJECT CONDITIONS. •J ,1 2.04 WALL TEXTURE TO HAVE SMOOTH SURFACE AFTER TAPE & BED AND READY TO RECEIVE NEW FINISHES AS SPECIFIED IN FINISH SCHEDULE. PROVIDE LEVEL 4 FINISH UNLESS OTHERWISE NOTED. 2.05 PROVIDE METAL CORNER BEADS AT VERTICAL AND HORIZONTAL EXTERIOR CORNERS AND METAL J TRIM OR L TRIM AT EXPOSED EDGE CONDITIONS. 2.06 SUBMIT THE FOLLOWING: 1. PRODUCT DATA ON METAL FRAMING, GYPSUM BOARD, JOINT TAPE. 2. TWO (2) 12" X 12" OF EACH GYPSUM BOARD FINISH TEXTURE. 3. MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR EACH PRODUCT PROPOSED FOR USE 2.07PROVIDE DRYWALL ACCESSORIES AS DETAILED ON DRAWINGS. 1. CASING BEADS -.USG 200-B METAL TRIM OR EQUAL. 2. CORNER BEADS:USG DURABEAD REINFORCED. 3. EXPANSION JOINTS:BREAK METAL AS INDICATED. 3.01 PROVIDE WALL/CEILING FRAMING SYSTEMS AS SHOWN ON PLANS. SELECT STUD GAUGE BASE ON HEIGHT/SPAN RATIOS RECOMMENDED BY MANUFACTURER. INSTALL FASTENERS NO GREATER THAN 24 INCHES O.C. OR AS REQUIRED BY CODE. 3.02 DOUBLE STUD JAMBS AT OPENINGS. 3.03 SPLICE FLOOR AND CEILING TRACK FOR PROPER ALIGNMENT. 3.04 FURNISH AND INSTALL BLOCKING REQUIRED FOR DOORS, HARDWARE, ACCESSORIES, CABINETRY, ETC. SHOWN ON PLANS. COORDINATE LOCATION OF MECHANICAL/ELECTRICAL AND PLUMBING ASSEMBLIES WITHIN WALL ASSEMBLY. 3.05 INSTALL MULTIPLE LAYERS OF GYPSUM BOARD PERPENDICULAR TO EACH OTHER. 3.06 PROVIDE SLIP JOINT CONNECTION AT UNDERSIDE OF DECK FOR UNINTERRUPTED PARTITIONS INSTALLED FLOOR TO DECK. 3.07 PROVIDE LATERAL WALL BRACING WHERE NECESSARY FOR A RIGID, STABLE INSTALLATION. 3.08 CEILING FRAMING SHALL BE INSTALLED INDEPENDENT OF WALLS, COLUMNS, AND ABOVE CEILING WORK. COORDINATE LOCATION OF HANGER WIRE WITH OTHER TRADES. INSTALL RC CHANNELS 24 INCHES O.C. MAXIMUM IN STRICT ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. 3.09 INSTALL NON-HARDENING/NON-SKINNING ACOUSTICAL SEALANT IN WALLS DESIGNED FOR ACOUSTICAL ATTENUATION PER MANUFACTURER'S REQUIREMENTS. INSTALL ACOUSTICAL INSULATION (FS HH 1521, PRE -FORMED MINERAL WOOL FRICTION FIT WITHOUT VAPOR BARRIER) TIGHT WITHIN SPACES, BEHIND AND AROUND ELECTRICAL AND MECHANICAL ITEMS AND TIGHT TO ITEMS PASSING THROUGH WALL ASSEMBLY. 3.10 FIRE CAULK AROUND PENETRATIONS IN FIRE AND ACOUSTICAL ASSEMBLIES. 1.01 SECTION INCLUDES: 1. NON -LOAD -BEARING STEEL FRAMING SYSTEMS FOR INTERIOR GYPSUM BOARD ASSEMBLIES. 2.01 MATERIALS FRAMING MATERIALS 1. STUDS AND TRACK: ASTM C955; STUDS FORMED TO CHANNEL, "C", OR "SIGMA" SHAPE WITH PUNCHED WEB; U-SHAPED TRACK IN MATCHING NOMINAL WIDTH AND COMPATIBLE HEIGHT. 2. RESILIENT CHANNELS: ASTC C645; RC-1/RC-2 CHANNELS FORMED TO DOUBLE -LEG SHAPE; DESIGNED SPECIFICALLY FOR ACOUSTIC WALL ASSEMBLIES. 3. GAGE AND DEPTH: AS REQUIRED TO MEET SPECIFIED PERFORMANCE LEVELS. 4. GALVANIZED IN ACCORDANCE WITH ASTM A653/A653M, G902275 COATING. METAL STUD SIZES: 1. 6" METAL STUD WALLS: 60OS137 - 43MIL @16"O.C. 2. 3 5/8" METAL STUD WALLS: 362S137 - 43MIL @16"O.C. 3. 2 1/2" METAL STUD WALLS: 250S137 - 43MIL @16" O.C. 4. 1/2" RESILIENT CHANNELS: 22 MIL @ 24" O.C. 2.02 FRAMING SYSTEMS A. STEEL STUDS AND RUNNERS: ASTM C 645. USE EITHER STEEL STUDS AND RUNNERS OR DIMPLED STEEL STUDS AND RUNNERS. 1. MINIMUM BASE -METAL THICKNESS:0.033 INCH (0.84 MM). 2. DEPTH: AS INDICATED ON DRAWINGS. B. SLIP -TYPE HEAD JOINTS: WHERE INDICATED, PROVIDE THE FOLLOWING IN THICKNESS NOT LESS THAN INDICATED FOR STUDS AND IN WIDTH TO ACCOMMODATE DEPTH OF STUDS: 1. SINGLE LONG -LEG RUNNER SYSTEM: ASTM C 645 TOP RUNNER WITH 2-INCH- (51-MM-) DEEP FLANGES, INSTALLED WITH STUDS FRICTION FIT INTO TOP RUNNER AND WITH CONTINUOUS BRIDGING LOCATED WITHIN 12 INCHES (305 MM) OF THE TOP OF STUDS TO PROVIDE LATERAL BRACING. C. FLAT STRAP AND BACKING PLATE: STEEL SHEET FOR BLOCKING AND BRACING IN LENGTH AND WIDTH INDICATED. 1. MINIMUM BASE -METAL THICKNESS: 0.033 INCH (0.84 MM) . D. COLD -ROLLED CHANNEL BRIDGING: STEEL, 0.053-INCH (1.34-MM) MINIMUM BASE -METAL THICKNESS, WITH MINIMUM 1/2-INCH- (13-MM-) WIDE FLANGES. 1. DEPTH: 1-1/2 INCHES (38 MM). 2. CLIP ANGLE: NOT LESS THAN 1-1/2 BY 1-1/2 INCHES (38 BY 38 MM), 0.068-INCH- (1.72-MM-) THICK, GALVANIZED STEEL. E. FASTENERS FOR METAL FRAMING: OF TYPE, MATERIAL, SIZE, CORROSION RESISTANCE, HOLDING POWER, AND OTHER PROPERTIES REQUIRED TO FASTEN STEEL MEMBERS TO SUBSTRATES. 3.01 INSTALLATION, GENERAL A. INSTALLATION STANDARD: ASTM C 754. 1. GYPSUM BOARD ASSEMBLIES: ALSO COMPLY WITH REQUIREMENTS IN ASTM C 840 THAT APPLY TO FRAMING INSTALLATION. B. INSTALL SUPPLEMENTARY FRAMING, AND BLOCKING TO SUPPORT FIXTURES, EQUIPMENT SERVICES, HEAVY TRIM, GRAB BARS, TOILET ACCESSORIES, FURNISHINGS,OR SIMILAR CONSTRUCTION. C. INSTALL BRACING AT TERMINATIONS IN ASSEMBLIES. D. DO NOT BRIDGE BUILDING CONTROL AND EXPANSION JOINTS WITH NON -LOAD -BEARING STEEL FRAMING MEMBERS. FRAME BOTH SIDES OF JOINTS INDEPENDENTLY. 3.02 INSTALLING FRAMED ASSEMBLIES A. INSTALL FRAMING SYSTEM COMPONENTS ACCORDING TO SPACINGS INDICATED, BUT NOT GREATER THAN SPACINGS REQUIRED BY REFERENCED INSTALLATION STANDARDS FOR ASSEMBLY TYPES. B. WHERE STUDS ARE INSTALLED DIRECTLY AGAINST EXTERIOR MASONRY WALLS OR DISSIMILAR METALS AT EXTERIOR WALLS, INSTALL ISOLATION STRIP BETWEEN STUDS AND EXTERIOR WALL. C. INSTALL STUDS SO FLANGES WITHIN FRAMING SYSTEM POINT IN SAME DIRECTION. D. INSTALL TRACKS (RUNNERS) AT FLOORS AND OVERHEAD SUPPORTS. EXTEND FRAMING FULL HEIGHT TO STRUCTURAL SUPPORTS OR SUBSTRATES ABOVE SUSPENDED CEILINGS, EXCEPT WHERE PARTITIONS ARE INDICATED TO TERMINATE AT SUSPENDED CEILINGS. CONTINUE FRAMING AROUND DUCTS PENETRATING PARTITIONS ABOVE CEILING. 1. SLIP -TYPE HEAD JOINTS: WHERE FRAMING EXTENDS TO OVERHEAD STRUCTURAL SUPPORTS, INSTALL TO PRODUCE JOINTS AT TOPS OF FRAMING SYSTEMS THAT PREVENT AXIAL LOADING OF FINISHED ASSEMBLIES. 2. DOOR OPENINGS: SCREW VERTICAL STUDS AT JAMBS TO JAMB ANCHOR CLIPS ON DOOR FRAMES; INSTALL RUNNER TRACK SECTION (FOR CRIPPLE STUDS) AT HEAD AND SECURE TO JAMB STUDS. A. INSTALL TWO STUDS AT EACH JAMB UNLESS OTHERWISE INDICATED. B. INSTALL CRIPPLE STUDS AT HEAD ADJACENT TO EACH JAMB STUD, WITH A MINIMUM 1/2-INCH (13-MM) CLEARANCE FROM JAMB STUD TO ALLOW FOR INSTALLATION OF CONTROL JOINT IN FINISHED ASSEMBLY. C. EXTEND JAMB STUDS THROUGH SUSPENDED CEILINGS AND ATTACH TO UNDERSIDE OF OVERHEAD STRUCTURE. 3. OTHER FRAMED OPENINGS: FRAME OPENINGS OTHER THAN DOOR OPENINGS THE SAME AS REQUIRED FOR DOOR OPENINGS UNLESS OTHERWISE INDICATED. INSTALL FRAMING BELOW SILLS OF OPENINGS TO MATCH FRAMING REQUIRED ABOVE DOOR HEADS. 4. SOUND -RATED PARTITIONS: INSTALL FRAMING TO COMPLY WITH SOUND -RATED ASSEMBLY INDICATED. 5. CURVED PARTITIONS: A. BEND TRACK TO UNIFORM CURVE AND LOCATE STRAIGHT LENGTHS SO THEY ARE TANGENT TO ARCS. B. BEGIN AND END EACH ARC WITH A STUD, AND SPACE INTERMEDIATE STUDS EQUALLY ALONG A ARCS. ON STRAIGHT LENGTHS OF NO FEWER THAN TWO STUDS AT ENDS OF ARCS, PLACE STUDS 6 INCHES (150 MM) O.C. E. INSTALLATION TOLERANCE: INSTALL EACH FRAMING MEMBER SO FASTENING SURFACES VARY NOT MORE THAN 1/8 INCH (3 MM) FROM THE PLANE FORMED BY FACES OF ADJACENT FRAMING. SECTION 095100 -ACOUSTIC CEILINGS 1.01 DO NOT INSTALL PANEL CEILING UNTIL BUILDING AREAS ARE ENCLOSED, SUFFICIENT HEAT IS PROVIDED, DUST GENERATING ACTIVITIES HAVE TERMINATED AND OVERHEAD MECHANICAL WORK IS COMPLETED, TESTED AND APPROVED AND SYSTEM IS OPERATIONAL AND BUILDING TEMPERATURE ACCLIMATED. 1.02 PERMIT WET WORK TO DRY PRIOR TO COMMENCEMENT OF INSTALLATION. MAINTAIN UNIFORM TEMPERATURES OF MINIMUM 65 DEGREES F AND HUMIDITY OF 20% TO 40% PRIOR TO, DURING AND AFTER INSTALLATION. 1.03 WARRANTY: 10 YEAR MANUFACTURER'S LIMITED WARRANTY AGAINST SAGGING, WARPING, OR SHRINKING. 2.01 COMPLY WITH ASTM C635, AS APPLICABLE TO TYPE OF SUSPENSION SYSTEM REQUIRED FOR CEILING UNITS INDICATED. COORDINATE WITH OTHER WORK SUPPORTED BY OR PENETRATING THROUGH CEILINGS, INCLUDING LIGHT FIXTURES AND MECHANICAL EQUIPMENT. 2.02 WALL MOLDINGS: SAME MANUFACTURER AS SYSTEM COMPONENTS. COLD -ROLLED STEEL, FINISH TO MATCH SYSTEM COMPONENTS. 2.03 PRODUCTS (ACP): - SEE REFLECTED CEILING PLAN & FINISH SCHEDULE FOR SPECIFICATIONS 2.04 SUSPENSION SYSTEM(S) A. SUSPENSION SYSTEMS - GENERAL: ASTM C 635; DIE CUT AND INTERLOCKING COMPONENTS, WITH STABILIZER BARS, CLIPS, SPLICES, PERIMETER MOLDINGS, AND HOLD DOWN CLIPS AS REQUIRED. B. EXPOSED STEEL SUSPENSION SYSTEM TYPE 1: FORMED STEEL, COMMERCIAL QUALITY COLD ROLLED. C. PROFILE: TEE; 15/16" (24 MM) WIDE FACE. D. CONSTRUCTION: DOUBLE WEB. E. FINISH: WHITE PAINTED. F. PRODUCT: PRELUDE XL BY ARMSTRONG WORLD INDUSTRIES 3.01 AVOID USE OF LESS THAN HALF WIDTHS AT BORDERS, REFER TO REFLECTED CEILING PLANS FOR LAYOUT OF CEILING AREA, NOTIFY DESIGNER IF SITE CONDITIONS VARY FROM DRAWINGS. 3.02 CONSULT MECHANICAL AND ELECTRICAL DRAWINGS FOR TYPE AND EXTENT OF THEIR WORK BECOMING PART OF OR PENETRATING CEILING. 3.03 INSTALL CEILINGS LEVEL, TRUE, AND PLUMB. INSTALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS, COMPLY WITH GOVERNING REGULATIONS, AND INDUSTRY STANDARDS APPLICABLE TO WORK. INSTALL SUSPENSION SYSTEM TO COMPLY WITH ASTM C636, WITH HANGERS SUPPORTED FROM BUILDING STRUCTURAL MEMBERS. LOCATE HANGERS NEAR EACH END AND SPACED 4'-0" ALONG DIRECT HUNG RUNNERS, UNLESS OTHERWISE INDICATED. 3.04 SECURE WIRE HANGERS BY LOOPING AND WIRE -TYING, EITHER DIRECTLY TO STRUCTURES OR TO INSERTS, EYE -SCREWS OR OTHER DEVICES WHICH ARE SECURE AND APPROPRIATE FOR SUBSTRATE, AND WHICH WILL NOT DETERIORATE OR FAIL WITH AGE OR ELEVATED TEMPERATURES. 3.05 INSTALL EDGE MOLDINGS AT INTERSECTION OF CEILING AND VERTICAL SURFACES, USING MAXIMUM LENGTHS, STRAIGHT, TRUE TO LINE AND LEVEL. MITER CORNERS. PROVIDE EDGE MOLDINGS AT JUNCTIONS WITH OTHER CEILING FINISHES. WHERE BULL NOSE OR CURVED CORNERS OCCUR, PROVIDE PRE -FORMED CLOSERS TO MATCH EDGE MOLDING. 3.06 FIT LAY -IN PANELS IN PLACE, FREE FROM DAMAGED EDGES OR OTHER DEFECTS DETRIMENTAL TO APPEARANCE AND FUNCTION. FIT BORDER UNITS NEATLY AGAINST ABUTTING SURFACES. INSTALL LAY -IN PANELS LEVEL, IN UNIFORM PLANE AND FREE FROM TWIST, WARP AND DENTS. SCRIBE AND CUT UNITS TO FIT ACCURATELY AT PENETRATIONS AND EDGES REQUIRING CUT UNITS. 3.07 INSTALL GRID SYSTEM IN ACCORDANCE WITH ASTM C635. 3.08 INSTALL ACOUSTICAL TILE PER MANUFACTURER'S INSTRUCTIONS. VARIATION FROM FLAT AND LEVEL SURFACE SHALL BE 1/8" IN 10'-0" MAX. 3.09 PROVIDE ATTIC STOCK OF ONE CARTON OF ACOUSTIC TILE PER 10,000 SF. 1.01 WARRANTY: PROVIDE MANUFACTURER'S STANDARD 5 YEAR WARRANTY. 2.01 SHEET FLOORING SEE ROOM FINISH SCHEDULE AND FINISH LEGEND ON DRAWINGS FOR PRODUCTS. VINYL SHEET FLOORING: COLOR AND PATTERN THROUGHOUT WEAR LAYER THICKNESS, WITH BACKING, AND: MINIMUM REQUIREMENTS: COMPLY WITH ASTM F1303, TYPE II, WITH CLASS A FIBROUS BACKING. WEAR LAYER THICKNESS: 0.050" (1.25 MM) MINIMUM. TOTAL THICKNESS: 0.080" (2.0 MM) MINIMUM. INTEGRAL COVE BASE WHERE OCCURS TO BE EVENLY ADHERED TO WALL, NO TOP CAP. APPLY SEALANT TO TOP EDGE, COLOR MATCH TO WALL. VINYL WELDING ROD: SOLID VINYL BEAD PRODUCED BY MANUFACTURER OF VINYL FLOORING FOR HEAT WELDING SEAMS, IN COLOR MATCHING FIELD COLOR. 2.02 RESILIENT BASE RESILIENT BASE: ASTM F1861, TYPE TS RUBBER, VULCANIZED THERMOSET; TOP SET STYLE B, COVE, AND AS FOLLOWS: A. THICKNESS: 0.125" (3.2 MM) THICK. B. FINISH: SATIN. C. COLOR: SEE ROOM FINISH SCHEDULE AND FINISH LEGEND ON DRAWINGS. D. INTEGRAL COVE BASE WHERE OCCURS TO BE EVENLY ADHERED TO WALL, NO TOP CAP. APPLY SEALANT TO TOP EDGE, COLOR MATCH TO WALL. 2.03 RESILIENT ACCESSORIES CARPET BAR FOR TACKLESS INSTALLATIONS, CARPET EDGE FOR GLUE -DOWN APPLICATIONS, NOSING FOR CARPET, NOSING FOR RESILIENT FLOORING, REDUCER STRIP FOR RESILIENT FLOORING, JOINER FOR TILE AND CARPET, TRANSITION STRIPS. BASIS OF DESIGN PRODUCT: PRODUCTS BY MANUFACTURER OF RESILIENT FLOORING OR BASE. COMPARABLE AND SUBSTITUTED PRODUCTS WILL BE JUDGED BASED ON COLOR MATCH AND AVAILABLE PROFILES. COMPARABLE PRODUCTS BY ONE OF THE FOLLOWING ARE ALSO ACCEPTABLE: BURKE FLOORING: WWW.BURKEMERCER.COM, TARKETT: WWW.TARKETT.COM, ROPPE CORP: WWW.ROPPE.COM. LOCATIONS: PROVIDE RUBBER MOLDING ACCESSORIES IN AREAS INDICATED AND AS RECOMMENDED BY FLOORING MANUFACTURER FOR COMPLETE INSTALLATION. 2.04 SUBMIT THE FOLLOWING: 1. PRODUCT DATA FOR EACH TYPE OF PRODUCT SPECIFIED. 2. TWO (2) SAMPLES OF EACH SCHEDULED PRODUCT. 3. MAINTENANCE DATA (TO BE INCLUDED IN OPERATING AND MAINTENANCE MANUAL). 4. MSDS DATA OF MANUFACTUER'S RECOMMENDED ADHESIVES. 3.01 INSTALL MATERIALS IN COMPLIANCE WITH MANUFACTURER'S PRINTED SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. PAINTING SHALL BE SUBSTANTIALLY COMPLETED BEFORE START OF LAYING FLOORING AND PERMANENT MECHANICAL SYSTEM MUST BE IN OPERATION. WHERE DIFFERENT COLORED MATERIALS OCCUR IN ADJOINING ROOMS OR SPACES, MAKE COLOR CHANGE ON A LINE CENTERING UNDER DOOR WHEN CLOSED. TIGHTLY BOND TO SUBSTRATE WITH CONTINUOUS CONTACT THROUGHOUT AREA OF EACH PIECE. 3.02 INSTALL BASE WITH NEATLY MITERED INSIDE CORNERS, AND BACK BEVELED WRAPPED OUTSIDE CORNERS. INSTALL STRAIGHT WITHOUT GLARING BULGES AND GAPS. 3.03 RESILIENT FLOORING AND RESILIENT BASE ADHESIVES TO MEET THE FOLLOWING MINIMUM VOC LIMIT REQUIREMENTS; SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE 1168. A. VCT AND ASPHALT TILE ADHESIVES - 50 G/L B. RUBBER FLOOR ADHESIVES 60 G/L C. COVE BASE INSTALLATION 50 G/L 3.04 PROVIDE 5% ATTIC STOCK OF EACH SCHEDULED FINISH. SECTION 099100 - PAINTING 1.01 WORK INCLUDES SURFACE PREP & PAINTING OF INTERIOR & EXTERIOR SURFACES AS INDICATED ON PLANS UNLESS OTHERWISE INDICATED PAINTING DOES NOT INCLUDE: PREFINISHED MATERIAL; PLUMBING PIPING; CONCEALED INTERIOR SPACES OR PLENUMS, INTERIOR STRUCTURAL STEEL OTHER THAN EXPOSED STEEL COLUMNS IN FINISHED AREAS. 1.02 PAINT EXPOSED SURFACES, EXCEPT WHERE THE PAINT SCHEDULES INDICATE THAT A SURFACE OR MATERIAL IS NOT TO BE PAINTED OR IS TO REMAIN NATURAL. IF THE PAINT SCHEDULES DO NOT SPECIFICALLY MENTION AN ITEM OR A SURFACE, PAINT THE ITEM OR SURFACE THE SAME AS SIMILAR ADJACENT MATERIALS OR SURFACES WHETHER OR NOT SCHEDULES INDICATE COLORS. IF THE SCHEDULES DO NOT INDICATE COLOR OR FINISH, THE DESIGNER WILL SELECT FROM STANDARD COLORS AND FINISHES AVAILABLE. PAINTING INCLUDES FIELD PAINTING OF EXPOSED BARE AND COVERED PIPES AND DUCTS (INCLUDING COLOR CODING), HANGERS, EXPOSED STEEL ANDIRON WORK, AND PRIMED METAL SURFACES OF MECHANICAL & ELECTRICAL EQUIPMENT. DO NOT PAINT PRE -FINISHED ITEMS, CONCEALED SURFACES, FINISHED METAL SURFACES, OPERATING PARTS, & LABELS. 1.03 PREPARATION: PAINT ONLY WHEN PROPER SURFACE PREPARATION HAS BEEN MADE ACCORDING TO MANUFACTURER'S REQUIREMENTS AND WHEN AMBIENT CONDITIONS OF TEMPERATURE AND HUMIDITY ARE WITHIN RECOMMENDED RANGES. 1.04 EXTERIOR PAINTING SHALL NOT BE UNDERTAKEN WHEN AIR OR SURFACE TEMPERATURE IS BELOW 50 DEGREES OR FOLLOWING RAIN, FROST, OR CONDENSATION. 1.05 INTERIOR TEMPERATURE OF 65 DEGREES SHALL BE MAINTAINED DURING APPLICATION AND CURING OF PAINT SURFACES. 1.06 TOPS AND BOTTOMS OF DOORS ARE TO BE FINISHED IN SAME MANNER AS DOOR FACINGS. 1.07 CONFORM TO MANUFACTURER'S REQUIREMENTS FOR APPLICATION OF PAINT FINISHES. MATERIALS SHALL BE APPLIED FREE OF RUNS, SAGS, WRINKLES, STREAKS, SHINERS, HOLIDAYS, AND BRUSH MARKS. 1.08 FORMULATE PRIME COATS WITH COLOR OF FINISH COATS. MINIMUM DRY FILM THICKNESS (MDFT OR DFT): SPECIFIED BY MINIMUM DRY FILM THICKNESS IN MILLIMETERS, PER COAT. WHERE MANUFACTURER'S RECOMMENDATIONS REQUIRE GREATER DRY FILM THICKNESS', OR IF NO MDFT IS SPECIFIED, FOLLOW MANUFACTURER'S RECOMMENDATIONS. 1.09 PAINT SYSTEM: TWO OR MORE COATS OF PAINT, GENERALLY CONSISTING OF A PRIME COAT AND ONE OR MORE COATS OF FINISH PAINT. PAINT SYSTEM INCLUDES SURFACE PREPARATION AND REQUIRED PRETREATMENT. REFER TO PAINT SCHEDULE FOR PAINT SYSTEM DESCRIPTIONS BASED ON MATERIAL TO BE PAINTED AND SHEEN INDICATED. A. SELECT PRIMER FROM SPECIFIED PRODUCTS FOR SUBSTRATE INVOLVED. FIELD APPLIED PRIMER COAT IS REQUIRED FOR EACH MATERIAL SCHEDULED FOR PAINT UNLESS THE PRIMER WAS SHOP APPLIED. B. TOUCH UP OF DAMAGED SHOP APPLIED PRIMERS IS A REQUIREMENT OF THIS SECTION. C. TWO TOPCOATS ARE REQUIRED FOR EACH PAINT SYSTEM UNLESS OTHERWISE INDICATED. D. EXTERIOR FINISHING REQUIRED: 1. FERROUS METALS. SATIN FINISH ALKYD OVER TWO COATS RUST INHIBITOR PRIMER. 2. GALVANIZED IRON: ALKYD MODIFIED VINYL ACRYLIC LATEX OVER GALVANIZED METAL LATEX PRIMER. 3. TEXTURED MASONRY: ALKYD MODIFIED VINYL ACRYLIC LATEX OVER EXTERIOR BLOCK FILLER PRIMER. 4. WOOD: LOW LUSTER ALKYD MODIFIED VINYL ACRYLIC LATEX OVER LATEX EXTERIOR PRIMER. 5. WOOD STAIN: TWO COATS SEMI TRANSPARENT STAIN AND PRESERVATIVE, OIL BASED. E. INTERIOR FINISHING REQUIRED: WOOD: SATIN FINISH ALKYD SATIN IMPERVO ENAMEL OVER ALKYD OR LATEX PRIME COAT. WOOD STAIN/CLEAR FINISH: ALKYD PENETRATING STAIN WITH ONE COAT SANDING SEALER WITH TWO COATS SATIN FINISH. PLASTER/DRYWALL: ONE COAT LATEX PRIMER, TWO COATS VINYL ACRYLIC LATEX. MASONRY: FLAT FINISH, TWO COATS FLAT LATEX OVER ONE COAT BLOCK FILLER; SEMI GLOSS FINISH, TWO COATS SEMI GLOSS LATEX OVER BLOCK FILLER. EPDXY: TWO COATS WATERBORNE ACRYLIC EPDXY ENAMEL OVER APPROPRIATE SUBSTRATE PRIMER. FERROUS METAL: TWO COATS SATIN FINISH ALKYD OVER ONE COAT RUST INHIBITIVE LATEX PRIMER. 2.01 PAINT MATERIALS (P): SEE FINISH SCHEDULE FOR COLOR AND MATERIAL DESIGNATIONS. 2.02 PRE -WALL COVERING PRIMER: ROMAN PRO-977 ULTRA PRIME PRIMER/SEALER, ZINSSER; SHIELDZ UNIVERSAL PRE -WALL COVERING PRIMER OR AS REQUIRED BY WALL COVERING MANUFACTURER. 2.03 SUBMIT THE FOLLOWING: 1. PRODUCT DATA. 2. TWO (2) 8" X 10" SAMPLES OF EACH SCHEDULED FINISH / COLOR ON SCHEDULED SUBSTRATE (PROVIDE 1/4" THICK SUBSTRATE FOR SAMPLES OF PAINT ON GYPSUM BOARD). 3.01 ITEMS AND SURFACES NOT TO BE PAINTED: A. FURRED SPACES, INTERIOR OF VERTICAL SHAFTS, OR SPACES ABOVE SUSPENDED CEILINGS, INCLUDING ITEMS WITHIN THESE SPACES. B. WALL, CEILING OR FLOOR SURFACES OF ROOMS NOT SCHEDULED ON THE ROOM FINISH SCHEDULE FOR FINISHING. C. ITEMS OCCURRING ON/IN WALL, CEILING OR FLOOR SURFACES NOT SCHEDULED ON THE ROOM FINISH SCHEDULE FOR FINISHING EXCEPT THE FOLLOWING: 1. UNPRIMED OR SHOP PRIMED STEEL OR GALVANIZED STEEL DOORS & FRAMES (PAINT AS SPECIFIED FOR THESE ITEMS IN THE INTERIOR PAINTING SCHEDULE). 2. UNPRIMED OR SHOP PRIMED STEEL OR GALVANIZED STEEL RAILINGS, LADDERS AND STAIRS (PAINT AS SPECIFIED FOR THESE ITEMS IN THE INTERIOR PAINTING SCHEDULE). 3. STEEL DOORS AND FRAMES (PAINT AS SPECIFIED FOR STEEL). 4. STEEL HANDRAILS (PAINT AS SPECIFIED FOR STEEL). 5. OTHER EXPOSED BARE OR PRIME PAINTED STEEL, IRON, GALVANIZED STEEL, UNFINISHED ALUMINUM, INCLUDING FASTENERS AND ANCHORS (PAINT AS SPECIFIED FOR METALS OF TYPE INVOLVED). D. NEW MATERIALS WHICH HAVE BEEN FURNISHED WITH A FACTORY APPLIED DECORATIVE FINISH. E. SPRINKLER HEADS 3.02 UNLESS EXCLUDED UNDER THE ITEMS AND SURFACES NOT TO BE PAINTED PARAGRAPH, PAINT NEW SURFACES AS FOLLOWS: A. GIVE NEW SURFACES AND ITEMS ONE COAT OF PRIMER AND TWO COATS OF TOPCOAT, (UNLESS INDICATED OTHERWISE) USING APPROPRIATE PAINT SYSTEM FOR SUBSTRATE INVOLVED AND USING TOPCOAT OF TYPE SCHEDULED. B. WHERE FIELD APPLIED PRIME COATS ARE SCHEDULED, THEY MAY BE OMITTED FOR SHOP PRIMED ITEMS. TOUCH UP DAMAGED AREAS WITH SCHEDULED COMPATIBLE PRIMERS. C. SPOT PRIME PATCHED AND DAMAGED FINISHES OF EXISTING SURFACES AND ITEMS (UNLESS TOPCOAT MANUFACTURER REQUIRES COMPLETE PRIMING) USING APPROPRIATE PRIMER SPECIFIED FOR SUBSTRATE INVOLVED, FOLLOWED BY TWO TOPCOATS USING TYPE OF TOPCOAT MATCHING EXISTING IN SHEEN AND COLOR (UNLESS OTHERWISE NOTED), AND EXTENDING OVER THE ENTIRE SURFACE TO THE NEAREST BREAK IN THE SURFACE. D. INTERIOR EXPOSED STRUCTURE OVERHEAD INCLUDING EXPOSED MECHANICAL AND ELECTRICAL WORK OVERHEAD IN THESE SPACES. E. CONCEALED SPRINKLER HEAD CAPS TO MATCH CEILING FINISH SURFACE IF HEADS RESIDE IN NON - CEILING WHITE AREAS. FACTORY PAINTED CAPS TO MATCH SPECIFIED COLOR. SEE FINISH SCHEDULE FOR COLOR PAINT SPECIFICATION. 3.03 PROTECT FINISHES OF OTHER TRADES OR SURFACES. CLEAN UP SPILLS, OVER SPRAY, & OTHER IMPERFECTIONS IMMEDIATELY. PROPERLY DISPOSE OF UNUSED MATERIALS & CONTAINERS IN ACCORDANCE WITH APPLICABLE RULES & REGULATIONS. FOLLOW PROPER VENTILATION REQUIREMENTS & ADHERE TO SAFETY DATA SHEET REQUIREMENTS. 3.04 FURNISH MAINTENANCE STOCK EQUAL TO 5 GALLONS OF PRIME INTERIOR FIELD COLOR AND ONE GALLON CONTAINERS OF OTHER PAINT FINISHES WITH MIX FORMULAS CLEARLY MARKED ON THE CONTAINERS. 3.05 ALL PAINTS TO MEET THE FOLLOWING MINIMUM VOC LIMIT REQUIREMENTS; TOPCOAT PAINTS - GREEN SEAL STANDARD GS-11. A. NON -FLAT - 150 G/L B. FLAT - 50 G/L 3.06 ALL ANTI -CORROSIVE AND ANTI -RUST PAINTS TO MEET THE FOLLOWING MINIMUM VOC LIMIT REQUIREMENTS; GREEN SEAL STANDARD GS-03. A. GLOSS - 50 G/L B. SEMI -GLOSS - 250 G/L C. FLAT - 250 G/L 3.07 ALL OTHER ARCHITECTURAL COATINGS, PRIMERS AND UNDERCOATS TO MEET THE FOLLOWING MINIMUM VOC LIMIT REQUIREMENTS; SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE 1113 A. FLOOR COATINGS - 100 G/L B. PRIMERS, SEALERS AND UNDERCOATERS - 200 G/L C. RUST PREVENTATIVE COATINGS 400 G/L D. SPECIALTY PRIMERS 350 G/L E. STAINS 250 G/L SECTION 102600 - WALL AND CORNER PROTECTION 1.01 COMPONENTS VINYL/ACRYLIC COVERED CRASH RAIL, CORNER GUARDS AND END GUARDS, BUMPER RAILS, HIGH IMPACT WALL PROTECTION: SEE ROOM FINISH SCHEDULE AND FINISH LEGEND ON DRAWINGS FOR PRODUCTS. SURFACE BURNING CHARACTERISTICS: FLAME SPREAD INDEX OF 25 OR LESS, SMOKE DEVELOPED INDEX OF 450 OR LESS, WHEN TESTED IN ACCORDANCE WITH ASTM E 84 SECTION 134905 - X-RAY RADIATION PROTECTION 1.01 PROVIDE LEAD -LINED DOORS, FRAMES, RELITES, LEAD -LAMINATED GYPSUM WALLBOARD AND PARTITION 7043 REGISTERED ARCHITECT ------------ - - - R. David Frum STATE OF WASHINGTON I- ASSEMBLIES AS REQUIRED BY LEAD SHIELDING REPORT (PROVIDED BY OWNER). COORDINATE PENETRATIONS THROUGH PARTITIONS AS REQUIRED TO MAINTAIN CONTINUITY OF SHIELDING PER ui REPORT. v , U) 75 LLI U_ > ry co Lu 0 _ zJ CD Q N O C)_ � rn wQ C = Q3: G � = ui �o °z QLLI C)g W CD Lw (n N PERMIT SET 9/12/2022 REVISIONS RECEIVED Sep 19 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 73-21017-00 SPECIFICATIONS G2.2 A B I C D E F C 3 L' 5 SYMBOL LEGEND ### - OCCUPANCY LOAD PD - PANIC DEVICE XX MIN - DOOR FIRE RATING COMMON PATH OF TRAVEL POINT OF DECISION --- -PATH OF TRAVEL (COMMON PATH OF TRAVEL - MINIMUM TRAVEL DISTANCE) STARTING POINT OF PATH ORIGIN DIRECTION OF TRAVEL WALL SEPARATION LEGEND WALL HOURLY RATING SP = SMOKE PARTITION 1 = 1-HR SMOKE PARTITION 1 = 1-HOUR FIRE PARTITION 2 = 2-HOUR FIRE PARTITION CODE INFORMATION Cn CONSTRUCTION TYPE: IA OCCUPANCY TYPE AREA OF WORK: I-2 ♦ ^ v J GROSS BUILDING AREAS LEVEL 1 *REMODEL 1400 SF OCCUPANCY LOAD FACTOR (AREA OF WORK): I-2 - INSTITUTIONAL 240 GROSS (IBC TABLE 1004.5) 0 L OCCUPANCY LOAD r '� AREA OF WORK: 6 v FIRE SPRINKLER SYSTEM: AUTOMATIC FIRE SUPPRESSION SYSTEM BUILDING ELEMENTS FIRE RESISTANCE RATING: U PRIMARY STRUCTURAL FRAME TYPICAL 3HR WHERE SUPPORTING ROOF ONLY 2HR 6A BEARING WALLS INTERIOR EXTERIOR FLOOR CONSTRUCTION & SECONDARY MEMBERS ROOF CONSTRUCTION & SECONDARY MEMBERS TYPICAL PENTHOUSE ROOF MEANS OF EGRESS IOCCUPANCY MAX COMMON PATH OF TRAVEL: MAX TOTAL TRAVEL DISTANCE: 3HR 3HR a n7 1 1/2 HR NON COMBUSTIBLE (PER IBC 1509.2.5, EXCEPTION 1) 75 FT (IBC TABLE 1006.2.1) 200 FT (IBC TABLE 1017.2) O 7043 REGISTERED ARCHITECT R. David Frum I STATE OF WASHINGTON in W N W Cn U) Lu w zJ CD Q N 0 2 CC) LLI Q Q H 0 ro Z QLLJI W o g `D Cn cN Lu PERMIT SET 9/12/2022 REVISIONS RECEIVED Sep 19 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 73-21017-00 FIRST FLOOR CODE PLAN (T� CODE PLAN, LEVEL 1 SCALE: 1" = 20'-0" A I B C E F 2 3 `l �5 i M Lo N N N O N D.2 D.2 o Cl) DEMOLITION GENERAL NOTES J DEMOLITION NOTES APPLY TO ALL DEMOLITION SHEETS. THE CONTRACTOR SHALL: r /1 A. COORDINATE ALL DEMOLITION AND PHASING EFFORTS WITH THEV ARCHITECT AND OWNER'S REPRESENTATIVE. EVERY EFFORT n SHALL BE MADE TO MINIMIZE DISRUPTION OF OWNER'S �+ OPERATIONS. EXCESSIVE NOISE OR VIBRATION SHALL BE PRE - APPROVED AND COORDINATED WITH THE OWNER'S O 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. J C. CONSTRUCT TEMPORARY CONSTRUCTION PARTITIONS WITHIN THE EXISTING BUILDING WHICH OFFER A ONE -HOUR ENCLOSURE o TO ISOLATE ANY DEMOLITION/CONSTRUCTION WORK FROM THE GENERAL PUBLIC AND AS DEEMED NECESSARY BY THE OWNER AND CODE OFFICIAL HAVING JURISDICTION. COORDINATE LOCATIONS WITH THE OWNER AND MAINTAIN MEANS OF EGRES Q THROUGHOUT THE WORK. D. MAINTAIN A SECURE, WEATHER -TIGHT ENCLOSURE AT ALL TIMES. E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND 6A 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/CONSTRUCTION WORK DESCRIBED BY THE DRAWINGS. G. THE OWNER SHALL RESERVE THE RIGHT TO SALVAGE ANY MATERIALS. 7043 H. PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALS TARCHITECT STERED AND EQUIPMENT FROM DAMAGE DUE TO ANY DEMOLITION OR CONSTRUCTION -RELATED INCIDENT PERFORMED UNDER THIS ____CONTRACT. vrum I. REPAIR OR REPLACE ITEMS THAT ARE DAMAGED AS A RESULT SWASHING-TON 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. 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. AVOID ANY DISTURBANCE OF SOILS WITHIN THE ZONE OF INFLUENCE AROUND EXISTING FOOTINGS AND FLOOR SLABS AS DIRECTED BY GEOTECHNICAL ENGINEER. P. WHERE CMU WALLS ARE INDICATED TO BE REMOVED, PREPARE ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY REMOVIN CMU IN TOOTH -IN PATTERN BOTH SIDES OF DEMOLITION FOR CONTRACTOR TO TOOTH -IN NEW CMU PATCHES. Q. WHERE PLASTER/STUD WALLS ARE INDICATED TO BE REMOVED, PREPARE ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY SAWCUTTING ADJACENT PLASTER FINISH A MINIMUM OF 1'-0" BEYOND DEMOLITION. W SHEET NOTES D.1 REMOVE CASEWORK, EQUIPMENT, AND RELATED APPURTENANCES; COORDINATE STORAGE OF EQUIPMENT DURING CONSTRUCTION WITH OWNER D.2 COORDINATE WALL DEMOLITION EXTENTS WITH NEW CONSTRUCTION; SEE SHEET A2.1 D.6 REMOVE EXISTING LEAD -LINED WINDOWS; COORDINATE REUSE AND RELOCATION WITH NEW CONSTRUCTION D.7 COORDINATE EXTENTS OF SLAB REMOVAL WITH VENDOR REQUIREMENTS D.8 COORDINATE X-RAY CONTROL ROOM DEMO AND RELOCATION WITH VENDOR REQUIREMENTS D.9 COORDINATE ADDITIONAL DEMOLITION REQUIREMENTS WITH MEP D.10 REMOVE EXISTING FLOORING AND WALL BASE D.11 REMOVE TO RELOCATE EXISTING DOOR ® SHEET NOTES 1 DEMO SHEET NOTE 1 2 DEMO SHEET NOTE 2 3 DEMO SHEET NOTE 3 DEMOLITION PLAN LEGEND AREA NOT IN CONTRACT (NIC) w EXISTING PARTITION TO BE DEMOLISHED EXISTING PARTITION TO REMAIN i u v EXISTING DOOR TO BE DEMOLISHED 1..` dd EXISTING DOOR TO REMAIN 7 w U ACOUSTIC CEILING SYSTEM TO BE DEMOLISHED, GRID &TILE W v / V ! (n !' !... • i GYP CEILING SYSTEM TO BE Q H - DEMOLISHED J � c=}T-3 LIGHT FIXTURE TO BE DEMOLISHED 2 = Q U) = vi 0"` w �o 0 O DIMENSION (FACE TO FACE, TYPICAL) UJ co 2 WW U) N PERMIT SET NO DEMOLITION WORK IN THIS AREA 9/12/2022 REVISIONS RECEIVED KEY PLAN Sep 1 2022 E CITY OF DMONDS DEVELOPMENT SERVICES DEPARTMENT 73-21017-00 FIRST FLOOR DEMOLITION PLAN ,1 FLOOR PLAN, LEVEL 1 - MRI ROOM -DEMO SCALE: 3/8" = V-0" AD1.1 A B I C D E F 2 3 `l 5 07 __o DEMOLITION GENERAL NOTES Cn J Q cn �2. O � V� J Q 0 J 0 ° DEMOLITION NOTES APPLY TO ALL DEMOLITION SHEETS. THE CONTRACTOR SHALL: 6A 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 7043 OWNER AND AS SPECIFIED. REGISTERED C. CONSTRUCT TEMPORARY CONSTRUCTION PARTITIONS WITHIN ARCHITECT THE EXISTING BUILDING WHICH OFFER A ONE -HOUR ENCLOSURE TO ISOLATE ANY DEMOLITION/CONSTRUCTION WORK FROM THE -' GENERAL PUBLIC AND AS DEEMED NECESSARY BY THE OWNER CODE OFFICIAL HAVING JURISDICTION. COORDINATE LDavidPrumAND STASHINGTON LOCATIONS WITH THE OWNER AND MAINTAIN MEANS OF EGRESS THROUGHOUT THE WORK. D. MAINTAIN A SECURE, WEATHER -TIGHT ENCLOSURE 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/CONSTRUCTION WORK DESCRIBED BY THE DRAWINGS. G. THE OWNER SHALL RESERVE THE RIGHT TO SALVAGE ANY MATERIALS. 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. 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. Q M. CAP ALL DISCONNECTED MECHANICAL PIPING LINES WITHIN THE ui 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. AVOID ANY DISTURBANCE OF SOILS WITHIN THE ZONE OF INFLUENCE AROUND EXISTING FOOTINGS AND FLOOR SLABS AS DIRECTED BY GEOTECHNICAL ENGINEER. P. WHERE CMU WALLS ARE INDICATED TO BE REMOVED, PREPARE ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY REMOVING CMU IN TOOTH -IN PATTERN BOTH SIDES OF DEMOLITION FOR CONTRACTOR TO TOOTH -IN NEW CMU PATCHES. Q. WHERE PLASTER/STUD WALLS ARE INDICATED TO BE REMOVED, PREPARE ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY SAWCUTTING ADJACENT PLASTER FINISH A MINIMUM OF 1'-0" BEYOND DEMOLITION. SHEET NOTES D.3 REMOVE EXISTING CEILING APPURTENANCES; COORDINATE REUSE AND RELOCATION WITH NEW CONSTRUCTION DA PROTECT EXISTING STRUCTURAL ELEMENTS DURING DEMOLITION D.9 COORDINATE ADDITIONAL DEMOLITION REQUIREMENTS WITH MEP O SHEET NOTES 1 DEMO SHEET NOTE 1 ' ' I 2 3 DEMO SHEET NOTE 2 DEMO SHEET NOTE 3 v , DEMOLITION PLAN LEGEND - U) AREA NOT IN CONTRACT (NIC) W (� EXISTING PARTITION TO BE DEMOLISHED ' ^ v, W 0 EXISTING PARTITION TO REMAIN 07 Q % J CD �j LLD EXISTING DOOR TO BE DEMOLISHED ` Q N o2 3:m W EXISTING DOOR TO REMAIN � = Q Q 3:= ACOUSTIC CEILING SYSTEM TO BE Q � cri ro o z0 DEMOLISHED, GRID & TILE ui C) 2i 0 Cn N w GYP CEILING SYSTEM TO BE r ' DEMOLISHED r=tT=3 LIGHT FIXTURE TO BE DEMOLISHED 51-01, PERMIT SET DIMENSION (FACE TO FACE, TYPICAL) 9/12/2022 REVISIONS RECEIVED KEY PLAN Sep 2022 CITY OFFEDMONDS DEVELOPMENT SERVICES DEPARTMENT 73-21017-00 FIRST FLOOR REFLECTED CEILING DEMOLITION PLAN N N N O N N REFLECTED CEILING PLAN, LEVEL 1-MRI ROOM -DEMO SCALE: 3/8" = V-0" AD3.1 n n n n r r N 0 N _I ry 2 c 0 E w I 0 0 3 0 0 0 N M a U) FY 2 0 c 0 E w m 0 0 0 N M O O M 2 m A B C J E � F 3 CD Y 0 ~ GYPSUM WALL BOARD SOUND ATTENUATION BLANKET INSULATION WHERE OCCURS BY UNIQUE CONDITION CHARACTER MARK ROUGH THICKNESS S-20 NON -RATED STUD PARTITION FIRE/SMOKE SOUND REFERENCE TESTED REFERENCE TESTED T.O. WALL B.O. WALL RATING ASSEMBLIES STC RATING ASSEMBLIES DETAIL DETAIL SA 3 20 4 7/8" NR NA 45 SA 4 21.2 4" NR NA SA 6 20 71/4" NR NA 50 SB 1 3 1 20 1 4 7/8" NR NA 45 SB 1 3 1 21.2 1 4 7/8" NR NA 45 PARTITION TYPES DESCRIPTIONS MATERIAL DESCRIPTION S = STEEL (METAL STUDS) W = WOOD STUDS H = SHAFT WALLS M = MASONRY 4 C = CONCRETE RATING / HEIGHT A = FULL HEIGHT / UNDERSIDE OF STRUCT (NOT RATED) B = 6" ABOVE CEILING (NOT RATED) C = UNDERSIDE OF CEILING (NOT RATED) D = PARTIAL HEIGHT (NOT RATED) X = VARIABLE HEIGHT (NOT RATED) S = SMOKE PARTITON (NOT RATED) 0 = 0 HOUR RATED (CORRIDOR) 5 = 0.5 HOUR RATED 1 = 1 HOUR RATED 2 = 2 HOUR RATED 3 = 3 HOUR RATED 4 = 4 HOUR RATED UNIT WIDTH / CONFIGURATION F = FURRING STRIPS / CHANNELS 1 = 1 5/8" METAL 2 = 2 1/2" METAL / 1 1/2" WOOD 3 = 3 5/8" METAL 4 = 4" METAL / 3 1/2 WOOD / 3 5/8" CMU 6 = 6" METAL / 5 1/2" WOOD / 5 5/8" CMU / 6" CONC 8 = 8" METAL / 7 1/2" WOOD / 7 5/8" CMU / 8" CONC 10 = 10" CONC 12 = 11 5/8" CMU / 12" CONC X = NON-STANDARD WIDTH, SEE DETAILS D = DOUBLE STUD FRAMING S = STAGGERED STUD FRAMING s �I GYPSUM WALLBOARD INDICATOR (NOT INCLUDING SHAFT LINER) i 0 = NO GWB 1 = ONE LAYER, ONE SIDE ,I 2 = ONE LAYER, EACH SIDE 3 = TWO LAYERS ONE SIDE, ONE LAYER OTHER 4 = TWO LAYERS, EACH SIDE 5 = TWO LAYERS ONE SIDE, NO GWB OTHER > 6 = THREE LAYERS, EACH SIDE 3 5UNIQUE CONDITION (SEE SCHEDULE) 0 = NO UNIQUE CONDITION 1.X = LEAD LINED GYP BD UP TO 7'-0" AFF ONE SIDE, CONFORM WITH LEAD DETAILS ON SHEET A8.1 (X INDICATES #PSF) PER PHYSICIST REPORT > MATERIAL CD )Q L0 � N N RATING / HEIGHT > N ) o ) N WALL TYPE TAG UNIT WIDTH GWB INDICATOR UNIQUE CONDITION STUDS AT 16" ON CENTER w J 0 CO U) STRUCTURE BRACING ABOVE ABOVE, TYP. TO STRUCTURE _ -- I I I - I- o 0 0 0 0 0 o o 0 0 0 0 0 o REF. RCP I I REFER TO FINISH SCHEDULE FOR SPECIFIED CEILING I I I J-MOLD EDGE TRIM - I TYP. ALL LOCATIONS COMMENTS METAL STUD FRAMING GC NOTE: I I REFER TO ALLOWABLE HEIGHTS PROVIDE 1'-0" MIN. VERIFY AND MATCH EXISTING PARTITION WIDTH CHART FOR GAUGE AND SPACING LINEAR SPACING BETWEEN POWER & I I GYPSUM BOARD, NUMBER OF DATA WALL BOXES I I LL LAYERS AS SCHEDULED ON OPPOSING SIDES OF PARTITION SEE PLAN FOR WALL TYPE PLAN FOR WALL TYPE SEE Stud Depth (in) 20 ga Allowable Height 25 ga Allowable Height 1-5/8 9' 8" 8'-4" 2-1/2 12'-10" 1 V-3" 3-5/8 16-5" 14'-4" 4 18'-4" 154" 6 24'-6" 19'-9" 1. REFER TO SPEC. SECTION 09260- "GYPSUM BOARD SYSTEMS" FOR RELATED DATA. 2. REFER TO FINISH PLAN FOR WALL FINISHES. 3. STEEL STUDS, FLOOR AND CEILING RUNNERS FABRICATED FROM GALVANIZED STEEL WITH GAUGE AS INDICATED IN STUD SELECTION CHART. ALLOWABLE HEIGHTS FOR GYPSUM BOARD WALLS BASED ON STUD DEPTH AND GAUGE 1. PROVIDE CONTROL JOINTS FOR DRYWALL PARTITIONS AND CEILINGS. WHERE INDICATED ON PLAN AND ELEVATIONS. CONTROL JOINT SPACING SHALL NOT EXCEED MAXIMUM SPACING REQUIRED BY USG SPECIFICATIONS. PARTITION 6" ABOVE CEILING SCALE: 3" = V-0" LEAD WALL DETAIL SCALE: 6" = V-0" SCALE: 1 1/2" = V-0" METAL STUDS GYP BOARD 2"x 7'-0" LEAD STRIP WEIGHT TO MATCH LEAD IN WALL LEAD LINED GYP BD EXTEND TP 7-0" AFF U.N.O 2 X 5/8" GYPSUM BOARD AIR GAP VARIES 0 0 0 STRUCTURE ABOVE, TYP. CONTINUOUS ACOUSTIC MASTIC AT TOP TRACK; SLIP TRACK AS REQUIRED 0 0 0 1 0 REF. RCP REFER TO FINISH SCHEDULE FOR SPECIFIED CEILING CEILING EDGE TRIM TYP. ALL LOCATIONS METAL STUD FRAMING REFER TO ALLOWABLE HEIGHTS CHART FOR GAUGE AND SPACING GYPSUM BOARD, NUMBER OF LAYERS AS SCHEDULED PARTITION TO UNDERSIDE OF STRUCTURE SCALE: 3" = 1'-0" METAL STUDS EXTEND LEAD 1" PAST ADJACENT LEAD -LINED GYP. LEAD -LINED GYP. BOARD sl LEAD WALL DETAIL - TYP. INSIDE CORNER SCALE: 6" = 1'-0" NEW PARTITION WALL - SEE A2.1 FOR TYPE )F PLYWOOD SCALE: 1 1/2" = V-0" WALL SILL JOINT SCALE: 3" = 1'-0" GYPSUM BOARD, NUMBER OF LAYERS AS SCHEDULED GYPSUM BOARD ASSEMBLY FRAMING INSULATION AS SCHEDULED DRYWALL SCREW STUD TRACK ACOUSTICAL SEALANT BOTH SIDES LINE CONDUIT W/ LEAD SHEET SAME WEIGHT AS WALL LEAD EXTEND UP CONDUIT MIN 2 1/2" SECURE TO BOX LINING TO BOX LINING W/ ADHESIVE 1" SQ LEAD TAB OVER SCREW, WEIGHT TO MATCH LEAD IN WALL ELEC. BOX SUPPORT BRACKET LINE BOX W/LEAD SHEET LEAD -LINED GYP BD LEAD WALL DETAIL RELEC. PANEL OR BOX SCALE: 6" = 1'-0" 2 X 5/8" GYPSUM BOARD 2 X 3/4" PLYWOOD AIR GAP VARIES EXISTING WALL )F PLYWOOD Cn j 2'x 7'-0" LEAD STRIPWEIGHT TO MATCH LEAD IN WALL, TYP AT EACH STUD LEAD -LINED GYP BD LINE BOX W/ LEAD SHEET O 1" SO LEAD TAB OVER SCREW, WEIGHT TO MATCH LEAD IN WALL V0 CD 0 CieW J SECURE BOX LINING TO LEAD W/ O ADHESIVE Q 1" MIN OVERLAP ALL AROUND ELEC. BOX SUPPORT BRACKET 6A LEAD WALL PLAN RELEC. PANEL OR BOX SCALE: 6" = V-0" 2 X 5/8" GYPSUM BOARD 1 1/2" FR FURRING @ 16" oc AIR GAP VARIES 2 X 3/4" PLYWOOD M 36 EXISTING WALL _YWOOD W/ 7043 REGISTERED ARCHITECT �ID.vid Frum I STATE OF WASHINGTON W N W U) U) U_ > W zJ Q CD N 0 _ 3:.0 C = wQ Q cl G U) = ui H0 Q W ILL]°z C) g CD0 Cn cN w PERMIT SET 9/12/2022 REVISIONS RECEIVED Sep 19 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N 0 N _I ry 2 c 0 E w I 0 0 3 0 0 0 N M a U) FY 2 0 c 0 E w m 0 0 0 N M O O M 2 m 2 3 `l No ) Q 00 � M J ;cq j N O N A I B I C D I E EQUIPMENT ROOM E104.024C E 104.024C L - SA. 3.20 6 SB. 3.20 A10.1 5 aim ALIGN TO (E) ROOF ,i l ; \ VIE, r y 1M 16'� 9„ \ DRAIN WALL CHASE SA. 3.20 CONTROL SA. 3.21.3 12 A8.1 //// 3 \� VERIFYW/ 4 VENDOR A10.1 / E104.024 CONTROL BOOTH E104.013C 2 A10.1 SEE STRUCTURAL `\ \\\\ \ i\ \'- A10.1 o �� DRAWINGS FOR SLAB 7 RECESS REQUIREMENTS. LEAD WALL PER SB. 3.21.2 / \ PHYSICIST 1 Lm nimn / X `\ \\\\ REPORT CLOSURE \\ PATIENT ` STAGING / \ U PLEMENTAL // / / E104.024D > II I HIELDING 13 /�/ // \ EXAM ROOM II A8.1 �' � C�FgR E 104.02 15' - 9" + �'' / I I I A.2 A.3 �I 8 A10.1 aA3.20 0 Lu � - \ i U) E 104.024A Lu +I \ o STRETCHER `\x \ `\ 04 - >_ VESTIBULE A1co 0.1 1 Lu E104.024 \ , 1 \\ 11 8'-0" \ A.1 --------------------------------------------------------------Ji -_________________________-____________________________________- CR 22'-8"± I I 'A. 4.21.; VERIFY DIMENSION W/ VENDOR E 104.013 SA. 4.21.2 LEAD WALL PER __(E) PHYSICIST PHYSICIST REPORT / / / / / / X-RAY #3 E104.01 r U 1, F GENERAL ARCHITECTURAL NOTES 1. ALL INTERIOR CMU WALLS SHALL BE 8 INCHES NOMINAL THICKNESS, UNLESS NOTED OTHERWISE. 2. WALL TYPES SHALL BE DESIGNATED ON FLOOR PLANS THUS: XX. X. XX SEE SHEET A8.1 FOR WALL TYPES. ALL INTERIOR PARTITIONS ARE WALL TYPE (SB.3.20) UNLESS NOTED OTHERWISE. ♦ /� 3. PROVISIONS SHALL BE MADE AT ALL FULL HEIGHT NON- v J BEARING WALLS FOR 1-INCH VERTICAL MOVEMENT OF THE BUILDING STRUCTURE WITHOUT TRANSFER OF COMPRESSIVE LOADS TO WALL. FILL IRREGULARITIES BETWEEN TOP OF WALL AND DECK ABOVE WITH MINERAL WOOL INSULATION OR FIRE STOPPING MATERIALS AS REQUIRED TO MEET FIRE RATING OF RESPECTIVE WALLS. SEE DETAILS ON SHEET A8.1 O 4. FURNISH AND INSTALL FIRE -TREATED WOOD BLOCKING OR METAL BACKING PLATE IN METAL STUD PARTITIONS FOR THE PROPER ANCHORAGE OF ALL WALL ATTACHED ITEMS; I.E. a TOILET ACCESSORIES, CASEWORK, MILLWORK, WALL- (D MOUNTED FIXTURES, MARKER BOARDS, TACK BOARDS, DOOR STOPS, AUDIO VISUAL BRACKETS, AND OTHER WALL ATTACHED o ITEMS. 5. SCRIBE GYPSUM WALL BOARD OF WALLS AND PARTITIONS TO .� IRREGULARITIES OF DECK ABOVE. SEAL TIGHTLY AROUND ALL PENETRATIONS. Q 6. PROVIDE SEISMIC BRACING FOR SUSPENDED CEILINGS OR AS SHOWN ON THE DRAWINGS. 7. LEAD WALL REQUIREMENT PER PHYSICIST REPORT WHERE 6A DASH LINES INDICATED - MATCHING EXISTING LEAD WALLS. 8. ALL METAL FIXTURES AND METAL ELEMENTS IN THE MRI EXAM ROOM SHALL BE NON-FERROUS, NON-MAGNETIC REACTING, OR RATED COMPATIBLE FOR USE WITHIN A MRI MAGNETIC FIELD. SHEET NOTES 7043 ISTERED A.1 NEW MRI SUPPLEMENTAL SHIELDING. EXISTING TARCHITECT CONDITIONS WITH STRUCTURAL FOR PROPER SUPPORT Frum A.2 NEW CONCRETE FLOOR THROUGHOUT ROOM SASHINGTON A.3 COORDINATE ADDITIONAL NEW CONSTRUCTION REQUIREMENTS WITH MRI VENDOR FLOOR PLAN LEGEND AREA NOT IN CONTRACT (NIC) NEW PARTITION r -, FURNITURE WALL SYSTEM (BY OTHERS) EXISTING PARTITION TO REMAIN ��- NOTE TEXT 0 DIMENSION / LEADERS ALIGN FACES cn MW 01 PLUMBING, ACCESSORIES, & EQUIPMENT SYMBOL 10cGD �r 111 III W CORNER GUARDS CR CARD READERS cn RS ROOM SCHEDULER OBJECT NOTATIONS: E EXISTING R RELOCATED N NEW PARTITION TYPES DESCRIPTIONS MATERIAL DESCRIPTION S = STEEL (METAL STUDS) W = WOOD STUDS H = SHAFT WALLS M = MASONRY C = CONCRETE RATING / HEIGHT A = FULL HEIGHT / UNDERSIDE OF STRUCT (NOT RATED) B = 6" ABOVE CEILING (NOT RATED) C = UNDERSIDE OF CEILING (NOT RATED) D = PARTIAL HEIGHT (NOT RATED) X = VARIABLE HEIGHT (NOT RATED) S = SMOKE PARTITON (NOT RATED) 0 = 0 HOUR RATED (CORRIDOR) 5 = 0.5 HOUR RATED 1 = 1 HOUR RATED 2 = 2 HOUR RATED 3 = 3 HOUR RATED 4 = 4 HOUR RATED ui UNIT WIDTH / CONFIGURATION F = FURRING STRIPS / CHANNELS 1 = 1 5/8" METAL 2 = 2 1/2" METAL / 1 1/2" WOOD 3 = 3 5/8" METAL r n 4 = 4" METAL / 3 1/2 WOOD / 3 5/8" CMU �+ 6 = 6" METAL / 5 1/2" WOOD / 5 5/8" CMU / 6" CONC 8 = 8" METAL / 7 1/2" WOOD / 7 5/8" CMU / 8" CONC 10 = 10" CONC (n 12 = 11 5/8" CMU / 12" CONC LLl X = NON-STANDARD WIDTH, SEE DETAILS U D = DOUBLE STUD FRAMING � S = STAGGERED STUD FRAMING GYPSUM WALLBOARD INDICATOR LLJ 07 (NOT INCLUDING SHAFT LINER) Q = 0 = NO GWB ~ 1 = ONE LAYER, ONE SIDE J 2 = ONE LAYER, EACH SIDE Q � N 3 = TWO LAYERS ONE SIDE, ONE LAYER OTHER O Lu rn 4 = TWO LAYERS, EACH SIDE = w Q 5 = TWO LAYERS ONE SIDE, NO GWB OTHER = 6 = THREE LAYERS, EACH SIDE U) vli- UNIQUE CONDITION (SEE SCHEDULE) Q ro zz 0 = NO UNIQUE CONDITION > o o 1.X = LEAD LINED GYP BD UP TO 7'-0" AFF ONE SIDE, CONFORM ' ' I > co WITH LEAD DETAILS ON SHEET A8.1 (X INDICATES #PSF) W U) N W PER PHYSICIST REPORT UNIT WIDTH MATERIAL GWB INDICATOR PERMIT SET SA.3.10 9/12/2022 REVISIONS RATING / HEIGHT UNIQUE CONDITION WALL TYPE TAG RECEIVED KEY PLAN Sep 12022 CITY OF DMONDS E DEVELOPMENT SERVICES DEPARTMENT 73-21017-00 LEVEL 1 - E104.024 MRI ROOM - ENLARGED FLOOR PLAN N LEVEL 1 - E104.024 MRI ROOM -ENLARGED FLOOR PLAN SCALE: 3/8" = 1'-0" A2.1 0 N N N O N METAL FRAMING TO DECK AAMR��MSST�TR��OGGNG SHADOW SUSPENDED�ABGOUSTICAL CEILING GRID FINISH CEILING SUSPENDED ACOUSTICAL CEILING TILE. 5/8" GYP ON METAL FRAMING x x x j1 FINISH CEILING ALIGN SEE RCP FINISHED FACE OF WALL BEYOND WHERE OCCURS. GYP SOFFIT AT ACT CEILING SCALE: 1" = V-0" VIRE TYP. ;AL TILE RACER SLEEVE FOR TRACK " O.C. X #8 TRUSS HEAD TAPPING SCREW @ ).C. vvi%I AlN TRACK CURTAIN TRACK SUPPORT SCALE: 6" = V-0" N M L N LEVEL 1 - E104.024 MRI ROOM -ENLARGED REFLECTED CEILING PLAN __o REFLECTED CEILING PLAN GENERAL NOTES W D J A. REFLECTED CEILING PLAN GENERAL NOTES APPLY TO ALL REFLECTED CEILING PLAN SHEETS. B. ALL CEILING GRIDS/PANELS SHALL BE CENTERED IN EACH ROOM UNLESS NOTED OTHERWISE. ' A V, C. CEILING HEIGHTS ARE NOTED ON THE REFLECTED CEILING PLANS ARE MEASURED FROM THE FINISH FLOOR OF THE ROOM. D. ALL ELECTRICAL FIXTURES, SPEAKERS, SMOKE AND THERMAL DETECTORS, MECHANICAL GRILLES, SPRINKLER HEADS, AND OTHER CEILING MOUNTED DEVICES, SHALL BE CENTERED O BETWEEN CEILING GRIDS UNLESS NOTED OTHERWISE. SPRINKLER HEADS SHALL BE WITHIN A 3-INCH RADIUS n CENTERED BETWEEN CEILING GRIDS. o E. IN ACOUSTICAL CEILING PANELS WITH SCORE IN THE CENTER, (D CENTER DEVICES REFERENCE IN NOTE D IN ONE HALF OF THE TILE. DO NOT LOCATE ON THE SCORE. FOR APC WITH o MULTIPLE SCORED PATTERNS, COORDINATE LOCATION WITH O THE ARCHITECT. F. PROVIDE SUSPENSION SYSTEM AROUND ELECTRICAL FIXTURES, MECHANICAL GRILLES, DIFFUSERS, AND OTHER Q CEILING MOUNTED DEVICES. AT ACOUSTICAL PANEL CEILINGS. G. ALL DIMENSIONS ON REFLECTED CEILING PLANS ARE ACTUAL AND ARE TO THE FOLLOWING UNLESS NOTED OTHERWISE: 6A a. FACE OF FINISHED WALL b. FACE OF FINISHED BULKHEADS c. CENTERLINE OF COLUMNS d. CENTERLINE OF TEES H. IN AREAS WITH EXPOSED STRUCTURE CEILINGS, COORDINATE EXACT LOCATIONS OF MECHANICAL GRILLES, DIFFUSERS, DUCTWORK AND ELECTRICAL FIXTURES WITH EACH REPRESENTATIVE SUBCONTRACTOR. I. ALL WALLS EXTEND TO UNDERSIDE OF DECK EXCEPT THOSE SHOWN SHADED IN WHICH GYPSUM BOARD OR MASONRY 7043 REGISTERED EXTENDS MIN 4 INCHES ABOVE FINISHED CEILING. ALL METAL ARCHITECT STUDS EXTEND TO UNDERSIDE OF FLOOR OR ROOF DECK. V'�LvidFrum WASHINGTON SHEET NOTES CA PATCH AND REPAIR CEILING WHERE WALL WAS DEMOLISHED C.2 DO NOT EXTEND LAY -IN TILE GRID SYSTEM ABOVE THE ELECTRONIC TRANSFER CABINET C.3 RELOCATED LINEAR LIGHT FIXTURE W N REFLECTED CEILING PLAN LEGEND CEILING TYPES ACT-1 ACT-2 GWB, GYPSUM BOARD CEILING ui OPEN CEILING TO DECK v XXX CEILING TYPE (n X_XX CEILING HEIGHT 7 U LIGHT FIXTURE TYPES ♦ ^ W �J J cf) O RECESSED LED DOWNLIGHT 2 Z~ J �O SKYFACTORY (OR EQUAL) LIGHT FIXTURE Q � N O_ � rn RECESSED LINEAR LED DIRECT/INDIRECT = ui Q FIXURE W = vS w �o SUSPENDED LINEAR LED DIRECT/INDIRECT 0 � O FIXTURE W _co o U� N W XX UNDER -CABINET LIGHT LINEAR WALL LIGHT PERMIT SET 9/12/2022 REFER TO FINISH SCHEDULE FOR CEILING SPECIFICATIONS. REVISIONS REFER TO X.XX SHEETS FOR LIGHT FIXTURE TYPES & SPECIFICATIONS RECEIVED KEY PLAN Sep 1 2022 E CITY OF DMONDS DEVELOPMENT SERVICES DEPARTMENT 73-21017-00 LEVEL 1 - E104.024 MRI ROOM - ENLARGED RCP m SCALE: 3/8" = V-0" All DOOR AND FRAME SCHEDULE UUUK PANEL I YF't5 F KAME I YF't5 cn D NUMBERJtZLS PANEL FRAME FIRE RATING HARDWARE SET DETAILS HEAD JAMB LE JAMB RIGHT COMMENT NO. WIDTH HEIGHT THICKNESS MATERIAL GLASS TYPE MATERIAL TYPE I I I I1 I I � N 0 N I 0 E w I a cn 3 U) 0 0 0 N W 0 E w _0 0 3 U) 0 O 0 N co O co co T E104.013 (E) 1 4' - 0" T - 0" 1 3/4" HM A HM 1 (E) (E) EXISTING LEAD -LINED DOOR/FRAME/HARDWARE TO BE REUSED IN NEW LOCATION ♦ ^ V j E104.024A 1 4' - 0" T - 0" 1 3/4" HM A HM 1 (E) MRI SHIELDED DOOR/FRAME/HARDWARE ASSEMBLY PROVIDED BY SHIELD MANUFACTURER E 104.024C 1 3' - 0" T- 0" 1 3/4" HM A HM 1 1 E104.024E 1 4' - 0" T - 0" 1 3/4" HM A HM 1 (E) 90 min 2 O O O 0 FLUSH PANEL STANDARD 3-PIECE DOOR FRAME 1 Q WINDOW TYPES DOOR HARDWARE SETS 6A HARDWARE SET 1 STOREROOM LOCKSET W/ LEVER HANDLES 1 1/2 PAIR HINGES WALL STOP CLOSER 8' - 0" GASKET EQ EQ 3' 0" KICKPLATE BOTH SIDES 7043 REGISTERED ARCHITECT HARDWARE SET 2 O° °O ELECTRONIC LOCKSET W/ R. David Frum M M LEVER HANDLES & STATE OF WASHINGTON ELECTRIC STRIKE 2 PAIR HINGES N WALL STOP CLOSER W/ MAGNETINC W1 W2 HOLD OPEN (TIED TO FIRE/SMOKE ALARM) FIRE/SMOKE GASKET HALF -OR PLATDEOBOTHRSIIDESTIVE DOOR AND FRAME SCHEDULE CARD READER GENERAL NOTES 2 A. ALL EXTERIOR HOLLOW METAL FRAMES SHALL BE FILLED WITH WINDOW DETAILS DOOR AND FRAME DETAILS INSULATION. B. ALL INTERIOR HOLLOW METAL FRAMES SET IN MASONRY AND CONCRETE WALLS SHALL BE GROUTED SOLID. C. ALL HOLLOW METAL FRAMES SET IN METAL STUD WALLS METAL STUD WALL - SEE PLANS SHALL BE FILLED WITH MINERAL WOOL BLANKET INSULATION. FOR WALL TYPES D. ALL EXTERIOR FRAMES SHALL BE INSTALLED WITH 1/4" SHIM BUILD BACK AFTER MRI AND SEALANT AROUND PERIMETER OF FRAME. SHIELD ENCLOSURE INSTALL WALL WHERE OCCURS E. MASONRY LINTELS AND STEEL LINTELS ARE SHOWN ON STRUCTURAL DRAWINGS. F. GLASS TYPES FOR DOORS ARE INDICATED IN THE DOOR ACOUSTICAL SOUND BATT GLAZING COLUMN OF THE DOOR AND FRAME SCHEDULE. ADDITIONAL STRUCTURAL MEMBER FOR BUILD BACK INSULATION GLASS TYPES FOR FRAMES ARE INDICATED ON THE FRAME ELEVATIONS. G. FOR COILING DOORS, GRILLES AND SECTIONAL DOORS, WIDTH NON-CONDUCTIVE MATERIAL AND HEIGHT DIMENSIONS SHOWN IN DOOR AND FRAME /� (WOOD OR DRYWALL w/ J BEAD) SCHEDULE REPRESENT FINISHED OPENING SIZE. `/ BY (OTHERS) 1/2 - 1/2" CONTRACTOR TO COORDINATE EXACT SIZE OF DOOR WITH MANUFACTURER. Q SEALANT BOTH SIDES, TYP H. FRAME MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL CONCEALED CONDUIT AND J-BOXES REQUIRED FOR uj SECURITY SYSTEM HARDWARE PRIOR TO MANUFACTURING OF HOLLOW METAL FRAME - SEE HOLLOW METAL FRAMES AND COORDINATE WITH SECURITY DOOR AND FRAME SCHED. HARDWARE AND DEVICES. (LINE OF GYP BOARD OPENING ABOVE) _ _ _ I. PROVIDE HEAD RECEIVERS AT ALUMINUM STOREFRONTS AND CURTAIN WALLS AS REQUIRED FOR STRUCTURAL DEFLECTION - - ALLOWANCE. - - _ — iz_ _� T _ - J. SEE SPECIFICATIONS HARDWARE SECTION FOR HARDWARE _____ _ x I SETS NOTED IN DOOR AND FRAME SCHEDULE. x x ------------------------------------------------------------------------ - DOOR SEE DOOR AND ------ FRAME SCHED DOOR AND FRAME GENERAL WINDOW &TRIM MRI SHIELD ENCLOSURE NOTES MRI SHIELD ENCLOSURE INTERIOR FINISH GYP BOARD LAYERS A. DOOR AND FRAME ASSEMBLIES SHALL COMPLY WITH ALL SCHEDULED REQUIREMENTS, GENERAL NOTES & LEGENDS, 3 DOOR AND FRAME DETAILS, AND PROJECT SPECIFICATIONS. B. CONTRACTOR TO COORDINATE DOOR HARDWARE HANDING & SIZING, AND BASED ON WINDOW DETAIL - MRI SHIELD ENCLOSURE 2 HOLLOW METAL DR FRAME - HEAD/JAMB SCH DULEDINTEROPERABILITY HARDWAREMANUFOACTUOMPONENTS ERSDOCUMENTATIION A8.2 SCALE: 3" = 1'-0" A8.2 SCALE: 3" = 1'-0" AND CORRESPONDING DETAILS. -- C. ALL RATED DOOR & FRAME ASSEMBLIES SHALL INCLUDE ALL HARDWARE REQUIRED FOR RATING, WHICH SHALL BE UL APPROVED AND LABELED D. COORDINATE TENANT KEYWAYS WITH BUILDING ENGINEER AND TENANT REQUIREMENTS E. ALL ALUMINUM DOOR FRAMES SHALL BE "WESTERN INTEGRATED", "WILSON PARTITIONS", OR EQUAL. F. ALL HARDWARE TO BE COMPLIANT WITH ADA TITLE III STATE/LOCAL CODES AND ORDINANCES (I.E. LEVEL HANDLES & JAMB STUDS JAMB STUDS COMPLIANT CLOSERS, ETC) INFILL STUD CRIPPLE STUD G. KEYING SHALL BE PROVIDED BY GENERAL CONTRACTOR, FASTENER KEYING MATRIX IS TO BE COORDINATED WITH BUILDING MANAGEMENT AND TENANT. H. CARD READER, MOTION DETECTOR, MAGNETIC LOCKS, AND LOCKS TO BE PROVIDED BY THE TENANT SECURITY VENDOR, GENRAL CONNTRACTOR IS TO COORDINATE SECURITY WITH CRIPPLE STUD BUILDING MANAGEMENT. I. FINISH OF ALL SURFACE MOUNTED CLOSERS ARE TO MATCH ui FASTENER FINISH FRAME OF DOOR FRAME. HEADER TRACK INFILL STUD J. PAINTED DOORS AND FRAMES ARE TO BE PAINTED SEMI- GLOSS PAINT TO MATCH ADJACENT WALL SURFACES, UNLESS NOTED OTHERWISE. K. ALL DOOR HARDWARE FINISH SHALL BE: (FILL-IN FINISH) U) 07 HEADER TRACK C w HEADER MEMBERS G U ANGLE v,' ^ � 4 co Z J co Q N GLAZING TYPE DESCRIPTIONS = w NON -LOAD BEARING SINGLE TRACK HEADER AT LOAD BEARING BOX HEADER AT DOOR _ < DOOR cli CG CLEAR FLOAT GLASS Q roo p CIG CLEAR INSULATING GLASS uJ z 6 IN TYP DOOR OPENING FOR LIGHT GAUGE FRAMING C) ° A8.2 SCALE: 1" - -0" CTG CLEAR TEMPERED FLOAT GLASS I ' I � C) o 1' CTIG CLEAR TEMPERED INSULATING GLASS W (n ccl w GL GLASS IIP INSULATED INFILL PANEL GLASS LG LAMINATED GLASS PG PATTERN GLASS PIG PATTERN INSULATING GLASS SG SPANDREL GLASS TFG TINTED FLOAT GLASS PERMIT SET TG TEMPERED GLASS TIG TINTED INSULATING GLASS 9/12/2022 TTG TINTED TEMPERED FLOAT GLASS REVISIONS MAIN STRUCTURAL WALL, SEE PLAN FOR WALL TYPE TTIG TINTED TEMPERED INSULATING GLASS WG POLISHED WIRE GLASS RECEIVED EXTENT OF ROUGH OPENING, VERIFY WIDTH WITH MRI SHIELD Sep 19 2022 DOOR/FRAME FINISH LEGEND CILOPOF MEVI DEVE SERVICES TSER WOOD/ DRY WALL RETURN D PARTMENVI BAA BRONZE ANODIZED ALUMINUM MRI SHIELD LAYER CAA CLEAR ANODIZED ALUMINUM P-XX PAINT -SEMI-GLOSS FINISH =I= _ _ _ _ ] Vx PL PLASTIC LAMINATE 5 ___ ---- - OD VENEER �,>� LL MRI SHIELD DOOR %<� AL ALUMINDUM 0 — — — — — — — — — — — — — — — --------��---------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -----_---------- ��,,\ R & FRAME ASSEMBLY 73-21017-00 GL GLASS ------------ SC HOLLOW ME WO D00 7�-rT---------------------------------------------- ;I\ /I\ /I\ /I\ /I SCW SOLID CORE WOOD LL—LL--- 1\/I\/I\/I\/I A I A I A I A 1= L--------------� , d I A I A I A I DOOR & FRAME TYPE & SCHEDULE STRUCTURE AND SUPPORT FOR MRI ENCLOSURE INTERIOR FINISH GYP BOARD LAYERS COPPER BOX Q co Lo 1 HEAD/JAMB DOOR DETAIL - MRI SHIELD ENCLOSURE A8.2 N A8.2 No SCALE: 3" = 1' 0" N rn INTERIOR WINDOW SCHEDULE FRAME FIRE RATING DETAILS COMMENTS NUMBER TYPE MATERIAL HEAD JAMB LEFT JAMB RIGHT SILL (E)-1 HM EXISTING LEAD LINED GLASS/FRAME, RELOCATED (E)-2 HM EXISTING LEAD LINED GLASS/FRAME, RELOCATED N 0 N _I ry 2 c 0 E w I 0 0 3 0 0 0 N M a U) FY 2 0 c 0 E w m 0 0 0 N M O O M 2 m ACCESSORIES CH-01 COAT HOOKS CFCI No Yes G-01 GROMMET CFCI No Yes HW-01 HARDWARE PULLS CFCI No Yes WIRE PULLS ARE NOT ACCEPTABLE LEG-01 SUPPORT LEG CFCI No Yes SB-01 SHELF BRACKET CFCI No Yes TC-01 TOILET COMPARTMENT CFCI No Yes BASE B-01 RESILIENT BASE CFCI No Yes B-02 TILE BASE CFCI No Yes B-03 CASEWORK BASE CFCI No Yes B-100 RESILIENT BASE GUESTROOM CFCI No Yes B-101 TILE BASE GUESTROOM CFCI No Yes CEILING ACT-01 STANDARD CEILING TILE CFCI Yes Yes EQUIPMENT FEC-01 PAINTED FIRE EXTINSHUISHER CABINET LARSEN CFCI No Yes FULLY RECESSED - 2409-R2, SEMI RECESSED PAINTED TO MATCH ADJACENT WALL STAINLESS STEEL FIRE EXTINGUISHER 2409-R4 FULLY RECESSED - 2409-R2, SEMI RECESSED STAINLESS STEEL FEC-02 LARSEN CFCI No Yes CABINET TRASH BIM 2409-R4 TR-01 CFCI No Yes FABRIC F-02 JUPHOLSTERY CFCI No Yes F-03 COM FABRIC OPERABLE PARTITION CFCI No Yes FLOORING FAF-01 FLUID APPLIED FLOORING CFCI No Yes PLC-01 POLISHED CONCRETE BOH CFCI No Yes CLEAR SEALER, PREMIUM QUALITY, LOW VOC RF-01 RESILIENT FLOORING CFCI No Yes SCE-01 SEALED CONCRETE BOH CFCI No Yes CLEAR SEALER, PREMIUM QUALITY, LOW VOC SF-01 SPECIALTY FLOORING CFCI No Yes SF-100 SPECIALTY FLOORING GUESTROOM CFCI No Yes WD-100 WOOD FLOORING GUESTROOM CFCI No Yes GLAZING GF-01 GLAZING FILM 3M FASARA 7725SE-314 CFCI No Yes STD ROLL: 60"WIDE X 50 YDS DUSTED CRYSTAL FILM GL-01 GLAZING CLEAR TEMPERED CFCI No Yes 3/8" GL-02 GLAZING CLEAR TEMPERED CFCI No Yes 1/2" GL-03 GLAZING PATTERN TEMPERED CFCI No Yes GL-04 GLAZING LOW IRON CFCI No Yes 3/8" GL-05 GLAZING CERAMIC CFCI No Yes MILLWORK PL-01 PLASTIC LAMINATE CFCI No Yes QZ-01 QUARTZ SOLID SURFACE CFCI No Yes SSM-01 SOLID SURFACE CFCI No Yes SSM-100 SOLID SURFACE GUESTROOM CFCI No Yes ST-01 STONE CFCI No Yes PAINT P-01 CEILING PAINT SHERWIN WILLIAMS LOW VOC, PREMIUM PAINT CFCI No Yes COLOR TBD; FLAT FINISH P-02 WALL PAINT SHERWIN WILLIAMS LOW VOC, PREMIUM PAINT CFCI No Yes COLOR TBD; EGGSHELL FINISH (OR SATIN) P-03 HM DOORS AND TRIM SHERWIN WILLIAMS LOW VOC, PREMIUM PAINT CFCI No Yes COLOR TBD; SEMI -GLOSS FINISH P-04 BOH WALL PAINT SHERWIN WILLIAMS LOW VOC, PREMIUM PAINT CFCI No Yes COLOR TBD, EGGSHELL FINISH (OR SATIN) P-101 CEILING PAINT GUESTROOM SHERWIN WILLIAMS LOW VOC, PREMIUM PAINT CFCI No Yes COLOR TBD; FLAT FINISH P-102 WALL PAINT GUESTROOM SHERWIN WILLIAMS LOW VOC, PREMIUM PAINT CFCI No Yes COLOR TBD; EGGSHELL FINISH (OR SATIN) P-103 HM DOORS AND TRIM GUESTROOM SHERWIN WILLIAMS LOW VOC, PREMIUM PAINT CFCI No Yes COLOR TBD; SEMI -GLOSS FINISH TILE TL-01 TILE CFCI No Yes TRANSISTIONS TS-01 TRANSITION SCHLUTER CFCI No Yes TS-02 RESILIENT FLOOR TRANSITION JOHNSONITE SLIMLINE CFCI No Yes TS-100 TRANSITION GUESTROOM SCHLUTER CFCI No Yes WALL & DOOR PROTECTION CGD-01 CORNER GUARD INPRO 3/4" TAPE -ON CORNER GUARD CFCI No Yes CGD-02 CORNER GUARD INPRO 1 1/2" STAINLESS STEEL CORNER GUARD CFCI No Yes 1-1/2" V1 CGD-100 CORNER GUARD GUESTROOM INPRO 3/4" TAPE -ON CORNER GUARD CFCI No Yes CR-01 CHAIR RAIL CFCI No Yes WP-01 WALL PROECTION SHEET INPRO 4 FT SHEET GOODS WITH ASSOCIATED TOP, BOTTOM, AND SEAM TRIM CFCI No Yes WALLS ING HEIGHT TBD ALTERNATES: KOROGUARD AND CS ACROVYN STAINLESS STEEL, SATIN I ALTERNATES: KOROGUARD AND CS ACROVYN ALTERNATES: KOROGUARD AND CS ACROVYN COLOR TBD, PEBBLETTE FINISH LOW VOC ADHESIVES. MECHANICALLY ADHERE IF POSSIBLE AP-01 ACOUSTIC PANEL CFCI No Yes AP-100 ACOUSTIC PANEL GUESTROOM CFCI No Yes CB-01 CHALK BOARD CFCI No Yes DC-01 DECORATIVE PANEL CFCI No Yes DC-100 DECORATIVE PANEL GUESTROOM CFCI No Yes FRP-01 FOOD SERVICE WALLS CRANE COMPOSITES GLASSBOARD CLASS A CFCI No Yes WHITE MB-01 MARKER BOARD CFCI No Yes MTL-01 DECORATIVE METAL SHEET CFCI No Yes TB-01 TACK BOARD CFCI No Yes WBD-01 WHITE BOARD CFCI No Yes WC-01 WALL COVERING CFCI No Yes WC-02 VINYL GRAPHIC CFCI No Yes WC-100 WALL COVERING GUESTROOM CFCI No Yes WINDOW TREATMENT WT-01 WINDOW TREATMENT MECHOSHADE CFCI No Yes WT-02 WINDOW TREATMENT DRAPERY CFCI No Yes WT-03 WINDOW TREATMENT BLINDS CFCI No Yes Grand total: 72 FINISH SCHEDULE - OWNER PROVIDED TAG DESCRIPTION MANUFACTURER PRODUCT SIZE COLOR/FINISH COMMENTS CPT-01 ICARPET CPT-100 1 CARPET GUESTROOM ACT-01 MANUFACTURER: PRODUCT: SIZE: COLOR/FINISH: NOTES: STANDARD CEILING TILE M 7043 REGISTERED ARCHITECT R. David Frum I STATE OF WASHINGTON W U) Z O w LL] ry 07 H J Q 07 0 U) 0 W N PERMIT SET 9/12/2022 REVISIONS Co N 0 �rn Lu Q Q� = cri �o °z C) O C� N LLI RECEIVED Sep 19 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 73-21017-00 FINISH SCHEDULES ON LO N N N O N m Al 2.0 N 0 N _I ry 2 c 0 E w I 0 0 3 0 0 0 N M a U) FY 2 0 c 0 E w m 0 0 0 N M O O M 2 m A I B I C D E I F 0 El 5 Lo N N O N RELOCATED EXISTING CABINETS, VERIFY DIMENSIONS SECONDARY MR SHIELDING, AS REQUIRED Cl C KEY PLAN J 0 Wl 7043 REGISTERED ARCHITECT R. David Frum STATE OF WASHINGTON n m W v in W N U_ (%) w 0 = z J c\I Q N O _00 >> O wQ C = Q C G cf) _ (n � � Z Q W o o (Do U) N W PERMIT SET 9/12/2022 REVISIONS RECEIVED Sep 19 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 73-21017-00 LEVEL 1 - E104.024 MRI ROOM - ENLARGED EQUIPMENT PLAN It LEVEL 1 - E104.024 MRI ROOM - ENLARGED EQUIPMENT PLAN SCALE: 3/8" = 1'-01, Al 3.1