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APPROVED BLD BLD2021-0473+Architectural_or_Building_Floor_Plans+4.2.2021_3.53.04_PM+2125745
APPROVED PLANS MUST BE EXISTING BUILDING City Of Edmonds Building Department N i 0 OB SITE T11R Work V_ KIDS DENTIST Address RY NEW TENANT IMPROVEMENT 10032 EDMONDS WAY SUITE 102 Owner THRIVE KIDS DENTISTRY -------------------------------------------- ----------------------------------------------- Approved Date 4-27-2021 ALL WORK SUBJECT Building Official TENANT IMPROVEMENT TO FIELD Permit Number BLD2021-0473 INSPECTION FOR Approved b Fire Separate pgermits required: y 1. Plumbin10032 EDMONDS WAY2. Mechanical CODE COMPLIANCE 04/21/2021 AFM I��ctG��� SUITE 102 Need separate permits for fire alarm system alterations. Need separate permits for fire sprinkler system alterations, add one head to med-gas room. 1A CONSTRUCTION TYPE EDMONDS WA 98020 OCCUPANCY GROUP B OCCUPANT LOAD 15 DEFERRED SUBMITTALS GENERAL NOTES REFERENCE SITE PLAN SHEET INDEX THE GENERAL CONTRACTOR GC SHALL BE RESPONSIBLE FOR VERIFYING EXISTING FIELD CONDITIONS AND COORDINATING ( ) ALL DEFERRED SUBMITTALS. THE GC'S SUBCONTRACTOR(S) SHALL BE RESPONSIBLE FOR VERIFYING COMPLIANCE WITH A. REFER TO BASIC BUILDING SPECIFICATIONS, REQUIREMENTS AND STANDARDS FOR EXISTING SHELL AND CORE CONSTRUCTION. ALL WORK IS TO BE COMPATIBLE WITH CONSTRUCTION, CAREFULLY MAINTAIN AND PROTECT MONUMENTS, BENCH MARKS AND THEIR REFERENCE POINT FROM BEING DESTROYED OR DISTURBED; REPLACE AS \ �� SECTION 25, TOWNSHIP 27 N, RANGE 3 E © \ ARCHITECTURAL: \ LOCAL AUTHORITIES AND ALL CURRENT CODES, REGULATIONS AND REQUIREMENTS. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN B. EXISTING CONSTRUCTION. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL GOVERNING REQUIRED. K. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL _ Nn A0.1 COVER SHEET AND SITE PLAN APPROVED BY THE BUILDING OFFICIAL. BUILDING CODES AND REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, GENERAL CODE NOTES AND DETAILS A0.2 ICC A117.1_2009 4\ AREA OF WORK Q� A0.3 ICC A117.1 GENERAL CODE DETAILS ALL WORK THAT HAS BEEN PERFORMED WHICH DOES NOT MEET THESE CODES AND SUBJECT TO ARCHITECT'S APPROVAL, AND AT NO ADDITIONAL COST TO THE OWNER. -�". ; A0.4 CODE PLAN AND CODE SUMMARY MECHANICAL, PLUMBING & MEDICAL GAS: REGULATIONS. ALL REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO 1. THE MECHANICAL, PLUMBING & MED GAS WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN -BUILD. THE GC WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF \ A_. A2.1 FLOOR PLAN SHALL SUBMIT WITH THE BID A PROPOSED HVAC AND PLUMBING DRAWING THAT COORDINATES WITH THE C. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE TO THE ARCHITECT'S INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT E%RETAINING `, A2.2 REFLECTED CEILING PLAN ARCHITECTURAL DRAWINGS AND COMPLIES WILL ALL CODES, REGULATIONS AND REQUIREMENTS. CONSTRUCTION DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR REPORTING IMMEDIATELY TO THE ARCHITECT ANY DISCREPANCIES OR DETAILS WHICH DO NOT MEET AND OWNER PRIOR TO INSTALLATION. WAIT TO REMAIN, \ 2. THE GC'S MECHANICAL SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY BUILDING CODES AND CONSTRUCTION STANDARDS. L. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY 6S. F UNEER K �;Q - �� BUILDING - Q' F M A7.1 SCHEDULES MECHANICAL PERMITS. LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH , q,G F C ss 0' my ' D. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. IN THE EVENT OF CONFLICTS OR CHANGES REFERENCED STANDARDS, OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE -0 A O _ \tip - `\ %` A9.1 INTERIOR DETAILS 3. THE GC'S PLUMBING SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY BETWEEN DETAILS, OR BETWEEN THE PLANS AND SPECIFICATIONS, THE ARCHITECT STANDARDS OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR , , < ° \� A9.2 INTERIOR DETAILS PLUMBING AND MED GAS PERMITS. SHALL BE NOTIFIED IMMEDIATELY. EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT /' v �:; R, R25 \ REQUIRED SUBMITTALS, PROVIDING COMPLETE BACK-UP INFORMATION FOR PURPOSES OS ELECTRICAL / LOW VOLTAGE ELECTRICAL: 1. THE ELECTRICAL WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN -BUILD. THE GC SHALL SUBMIT WITH THE E. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AND PIPING BEFORE OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE H o \' ' R — G BID A PROPOSED ELECTRICAL DRAWING THAT COORDINATES WITH THE ARCHITECTURAL DRAWINGS AND COMPLIES WILL BEGINNING WORK. WILL BE ACCEPTED. O T G a . ` ROOF OVERHANG �;. ALL CODES, REGULATIONS AND REQUIREMENTS. F. THE GC SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR M. INSTALLATION OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE . i I o ,E. ; _; :,� A h \ `� z \ 2. THE GC'S ELECTRICAL SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL OPENING OF SOME EXISTING WALLS, CEILINGS OR FLOOR CAVITIES. THE GC SHALL BE AREA UNDER R138.5 / iB�'�°'"G . as• `� ELECTRICAL PERMITS. CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT o R25 R45 O ELECTRICAL SERVICES, NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST WHERE NOTED OTHERWISE, FILL ALL HOLES AND VOIDS IN FLOORS WALLS AND CEILINGS - < r FIRE PROTECTION / FIRE ALARM (IF APPLICABLE): ONE (1) WEEK IN ADVANCE OF THE TIME WORK IS TO COMMENCE. WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE AMI �' \ �I F R30'' 1. THE FIRE PROTECTION &FIRE ALARM WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN -BUILD. THE GC SHALL SUBMIT WITH THE BID PROPOSED FIRE PROTECTION DRAWING THAT COORDINATES WITH THE G. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER H tia o� A ARCHITECTURAL DRAWINGS AND COMPLIES WILL ALL CODES, REGULATIONS AND REQUIREMENTS. WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. CONDITION TO RECEIVE THE FINISH INDICATED. t\� ' y - ss. �I FR RE AIN, SEA ER STRUCTURAL TROR To E 4NE 45,00O'B8i530 GGE ALOADI o T ,A• A � ' \�� \ RAMP DOWN ..Z� U IM h'' 45,ODDLB OUTRIGGER LOADING PROJECT TEAM 2. THE GC'S FIRE PROTECTION SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL H. GC SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN PRIOR TO N. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE COORDINATED WITH OWNER PRIOR TO COMMENCING THE WORK. ANY OPENING OVER 2" , � O ' /V Ex RETAINING WALL To REM"'" NECESSARY FIRE PROTECTION PERMITS. INSTALLATION FOR ARCHITECT'S APPROVAL. GC SHALL PROVIDE SHOP DWGS AND IN DIAMETER SHALL BE REVIEWED AND APPROVED BY OWNER. THROUGH CONCRETE E ARE ®O • " SIGN PERMIT: PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATION (SHALL INCLUDE RATED FIRE DOORS AND HARDWARE). SLABS OR WALLS, OR MASONRY WALLS, ALL ROUND HOLES SHALL BE CORE DRILLED WITH A DIAMOND DRILL AND ALL RECTANGULAR OPENINGS SHALL BE CUT WITH A __— -; -- -- o - � 1, �� CLIENT/TENANT: ARCHITECT: 1. SIGNAGE FOR THE PROJECT SHALL BE PERFORMED AS DESIGN -BUILD. THE GC SHALL SUBMIT WITH THE BID A DIAMOND SAW. IN NO CASE SHALL ANY STRUCTURAL MEMBER BE CUT. USE " %N o F _, DR. CHRISTIE KIM LEE MAGELLAN ARCHITECTS PROPOSED SIGNAGE DRAWING THAT COORDINATES WITH THE ARCHITECTURAL DRAWINGS AND COMPLIES WILL CODES, REGULATIONS AND REQUIREMENTS. ALL I. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, SHAPE, COLOR, TEXTURE, PATTERN, AND METHOD OF INSTALLATION INSOFAR CARBIDE -TIPPED DRILLS FOR GYPSUM WALLBOARD PARTITIONS. KEEP OVER CUTTING TO A MIN.. MAINTAIN CONTINUITY AND INTEGRITY OF FIRE SEPARATION AT ALL TIMES. - .'. - cCURa ..... ��'i RooFOERHANG R25 R45' 6536 55TH AVE NE 8383 158TH AVE NE, STE 280 REDMOND, WA 98052 QUALITY AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. GROUT AROUND CONDUITS PASSING THROUGH CONCRETE WALLS AND FLOORS AND -, R45 �, R45 �ylu� -jam SEATTLE, WA 98115 PH: (703) 447-5597 PH: (425) 885-4300 2. THE GC'S SIGNAGE SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY SIGN MASONRY WALLS. MAKE PATCHES WITH NEAT, TRIMMED EDGES: MATCH ADJACENT 2pR25 _. 9�T5� i -I -- °•`" FAX: (425) 885-4303 PERMITS. J. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION. THE GC SHALL PROTECT ALL PERSONNEL, PASSERSBY OR VISITORS TO THE SITE FROM HARM AND INJURY. BARRIERS EXISTING WORK, __ �" .JS\ ,.9 RECORD ARCH: SHERRI MILLER GRAPHIC SCALE RASH ENCLOSURE / CONTACT: DR. CHRISTIE LEE PM CONTACT: PAIGE LAUER SHALL BE INSTALLED AS REQUIRED TO PROTECT EQUIPMENT INSTALLED DURING 0 0 10 20 4T ao EX ELECTRICAL - -� - ENCLOSURE To REMAIN— _ christiekimlee@gmail.com paige@magellanarchitects.com 11N FRET T I 1 imh = 20 Tt. OWNER: CONTRACTOR: THE VILLAGE AT WESTGATE LLC ARCHITECTURAL ABBREVIATIONS SYMBOLS LEGEND VICINITY MAP PROJECT DATA 4025 DELRIDGE WAY SW SUITE 530 ADDRESS SEATTLE, WA 98106 CITY, STATE ZIP PH: (206) 290-0956 PH: (425) SYMBOLS: COL COLUMN JT/JTS JOINT,JOINTS REINF REINFORCING AT CONIC CONCRETE L LONG, LENGTH REQ'D REQUIRED LEGAL DESCRIPTION: CELL: (425) & AND CONT CONTINUOUS L ANGLE CONSTR CONSTRUCTION LAM L.F. LAMINATE, LAMINATED RF RUBBER FLOORING LINEAR FOOT, LINEAL FOOT RR RESTROOM -- REVISION NO. ROOM NAME TITLE BLOCK SHOWS REV. DATE ROOM NAME�ROOM NAME ( ) PER STEWART TITLE COMPANY ORDER N0: 01148-28914 DATED JANUARY 22, FAX: (425) PM CONTACT: ANTHONY JANSEN PM CONTACT: CENTER LINE CONTR CONTRACTOR CPT CARPET LW LVL LIGHT WEIGHT RO ROUGH OPENING LEVEL ROW PUBLIC RIGHT OF WAY INDICATES REVISED AREA XXX --ROOM N0. XXX S.F. < ROOM AREACD .• �. �, ..CD 2014 anthonyj@henbart.com xxxxxx@company.com © COPYRIGHT DEGREE CT CERAMIC TILE DF DRINKING FOUNTAIN MAS MAX MASONRY S.A.M. SELF ADHESIVE MEMBRANE MAXIMUM SCHED SCHEDULE DETAIL N0. DESIGNATION .:� ,. !1�``�E''PARCEL A �� 0 DIAMETER DS DOWNSPOUT PL-1 FINISH SCHEDULE KEY �' �e ` - r i r - ' LOTS B, C AND X, WESTGATE VILLAGE BOUNDARY LINE ADJUSTMENT RECORDED = EQUAL > GREATER THAN DWG DRAWING EA EACH M.B.S. MET METAL BUILDING SUPPLIER SC SOLID CORE MECMANEUM COMPOSITE TILE SF SQUARE FOOTAGE XX.X SHEET THAT DETAIL IS SHOWN r w �+w' r r r _ _ UNDER RECORDING NO 200303075001, BEING A PORTION OF LOTS 7 THOUGH 10, BLOCK 2, WESTGATE PARK DIVISION NO. 2, ACCORDING TO THE PLAT THEREOF �d l`- ! f �e SCOPE AND CODE < LESS THAN ELEV ELEVATION, ELEVATOR NUMBER MECH MEZZ MECHANICAL SG SAFETY GLASS MEZZANINE SHT SHEET BLDG. SECTION NO. 01 EQUIP. SCHEDULE KEY � � err _ e,' a :; 0 � RECORDED IN VOLUME 13 OF PLATS, PAGES 40 AND 41, RECORDS OF SNOHOMISH ELEC ELECTRICAL MTL METAL SIM SIMILAR X< I' �� COUNTY, WASHINGTON PERCENTAGE EJ EXPANSION JOINT f PLUS/MINUS EQ EQUAL MFG MFR MANUFACTURING SPEC SPECIFICATION MANUFACTURER SQ SQUARE XX.X-______ SHEET THAT SECTION IS SHOWN , a ' A PARCEL B SCOPE OF WORK SUMMARY: R PLATE EXIST EXISTING EJ EXPANSION JOINT MH MANHOLE SS STAINLESS STEEL, X <------- CASEWORK DTL. NO. XXX.X _ LOTS 1 AND 2, CITY OF EDMONDS SHORT PLAT NO. S-3-85, RECORDED UNDER RECORDING NO. 8508130344, BEING A PORTION OF LOT 6, BLOCK 2, WESTGATE 2,120 S.F. FIRST TIME TENANT IMPROVEMENT FOR A NEW PEDIATRIC DENTAL OFFICE, MIN MINIMUM SANITARY SEWER SHEET N0. , o ABBREVIATIONS- EXP EXPANSION MISC MISCELLANEOUS STD STANDARD XF- WALL SECTION NO. PARK DIVISION NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME INCLUDING NEW PARTITION WALLS, DOORS, CEILINGS AND LIGHTING, CASEWORK AND A.B.E. AVERAGE BUILDING ELEVATION EXT EXTERIOR A/C AIR CONDITIONER F.C.I.C. FURNISH BY CONTRACTOR M.O. M.R. MASONRY OPENING STL STEEL MOISTURE RESISTANT STRUCT STRUCTURE, STRUCTURAL XX.X - SHEET THAT SECTION IS SHOWN - - 13 OF PLATS, PAGES 40 AND 41,RECORDS OF SNOHOMISH COUNTY, WASHINGTON — - _ - - EQUIPMENT. ADJ ADJUSTABLE, ADJACENT INSTALL BY CONTRACTOR ADMIN ADMINISTRATION FD FLOOR DRAIN MTD MTG MOUNTED SUSP SUSPENDED MOUNTING SYS SYSTEM WALL TYPE na SITE & BUILDING INFORMATION: CONSTRUCTION VALUATION: $212,000 AFF ABOVE FINISH FLOOR FDN FOUNDATION NIC NOT IN CONTRACT T TEMPERED, TREAD, TOP A INTERIOR ELEV. NO. a o a7vaila AFG ABOVE FINISH GRADE FF FINISH FLOOR ALUM ALUMINUM F.0.1.0. FURNISHED BY OWNER INSTALLED BY OWNER NOM NTS NOMINAL T&B TOP & BOTTOM NOT TO SCALE TEL TELEPHONE X� WALL ORIENTATION D X X DATUM POINT BIL ' - PARCEL NUMBER: 00610700200701 JURISDICTION: CITY OF EDMONDS ANOD ANODIZED APPROX APPROXIMATE FEC FIRE EXTINGUISHER CABINET 0C O.H. ON CENTER TEMP TEMPERED OVERHEAD T&G TONGUE &GROOVE C SHEET THAT INTERIOR ELEV. IS SECTION/TOWNSHIP/RANGE/QTR: 36 / 27 N / 03 E / NW Chop ALT ALTERNATE F.O.I.C. FURNISHED BY OWNER, INSTALLED BY CONTRACTOR OPP OPPOSITE TG TEMPERED GLASS T.O. TOP OF SHOWN Jk +g-O" A.F.F� CEILING HEIGHT — PROPERTY NAME: THE VILLAGE AT WESTGATE -'�`� r ', _ _ , r--� YEAR BUILT STORIES BLDGS ON SITE: 2018, 4-STORIES, 1 BLDG , r / / DESIGN CODES: ASR AUTOMATIC SPRINKLER RISER AVG AVERAGE FPHB FROST PROOF HOSE BIBB o/ PERP OVER PERPENDICULAR TYP TYPICAL TRUE NORTH ACT C LING FINISH CEILING TYPE �_ m ZONING: WMU (WESTGATE MIXED -USE DISTRICT) BFF BELOW FINISH FLOOR FRP FIBER REINFORCED PANELS () BFG BELOW FINISH GRADE FTG FOOTING PL P-LAM PLATE, UTIL UTILITY PLASTIC LAMINATE U.O.N. UNLESS OTHERWISE NOTED N PROJECT NORTH GRID DESIGNATION -_ OCCUPANCY GROUP CLASSIFICATION: R (2) CONSTRUCTION TYPE/CLASS: TYPE 1A, SPRINKLERED, ALARMED 2018 INTERNATIONAL EXISTING BUILDING CODE (WITH WA STATE AMENDMENTS) 2018 INTERNATIONAL BUILDING CODE (WITH WA STATE AMENDMENTS) GA GAUGE VCT VINYL COMPOSITION TILE # - - — BD BOARD PLUMB PLUMBING 2018 INTERNATIONAL FIRE CODE (WITH WA STATE AMENDMENTS) BLDG BUILDING GALV GALVANIZED PNL PANEL, PANELING VERT VERTICAL SHEET KEY NOTE EXISTING AREA CALCS. AND CONDITIONS: 2018 INTERNATIONAL MECHANICAL CODE (WITH WA STATE AMENDMENTS) B/S BUILDING STANDARD GC GENERAL CONTRACTOR B.O. BOTTOM OF GLP GYPSUM LATH & PLASTER PROJ PRV PROJECT, PROJECTED W/ WITH PRESSURE REDUCING VALVE W/o WITHOUT DOOR SCHEDULE KEY (CORRESP. TO 1/4:12 ROOF SLOPE AND GROSS LAND AREA: 56,047 S.F. (1.29 ACRES) 2018 UNIFORM PLUMBING CODE 2018 WASHINGTON STATE ENERGY CODE BOT BOTTOM GWB GYPSUM WALLBOARD PT POINT W-MAT WALK OFF MAT DIRECTION KEY ROOM NO. WHERE DOOR OCCURS) TOTAL BUILDING AREA: 96,699 S.F. FIRST FLOOR AREA: 21,405 S.F. 2020 NATIONAL ELECTRICAL CODE AS ADOPTED BY THE STATE BTW BETWEEN H HIGH, HEIGHT CB CATCH BASIN HB HOSE BIBB QT QTR QUARRY TILE WP WATERPROOF QUARTER WR WATER RESISTANT 1 1A DOOR SUFFIX BREAK LINE SYMBOL TENANT IMPROVEMENT AREA: 21120 G.S.F. 2009 ICC/ANSI A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES C.I. CAST IRON HM HOLLOW METAL CIP CAST IN PLACE HORIZ HORIZONTAL R RD RADIUS WRB WATER RESISTANT BARRIER ROOF DRAIN WT WEIGHT 1O WINDOW SCHEDULE KEY MATCH M - � ATC NUMBER B O 70 TOTAL PLOYEES IN PROPOSED USE: CURRENT EDMONDS COMMUNITY DEVELOPMENT CODE (ECDC) TITLE 19 RECEIVE CJ CONTROL JOINT, HT HEIGHT RL RAIN LEADER WWM WELDED WIRE MESH INFORMATION SHOWN FOR REFERENCE PURPOSES, ONLY. N CONSTRUCTION JOINT HTR HEATER REC'D RECEIVED WWF WELDED WIRE FABRIC SITE PLAN FROM GOOGLE MAPS 2020 Apr 05 2021 CMU CONCRETE MASONRY UNIT INSUL INSULATION REF REFRIGERATOR, REFERENCE Y.C. YARD DRAIN CITY OF EDMONDS A U m 0) O o v o C C a) a) Q)w a) �t ° otrt o� J N C C TAT � o N o 2 O 2 o� g T �°QD OOE�CD-O� N N O N N ° O E V+ N m o _ O C Q C C oa a3 ao a�N C C N V O N U p° V C V .�.+ C'O O m O ° 9 N O — E E Taw 3a a� C a t 0 0 c C C C +• O O U ~ � 0 rn vo U vO J O O _o�o ..o��aoo���o A U O E N E .:.� C NA o 0 L20C�C-0L ° CL UOO _N'� C to EOC) <<< O aQ aaU ° 0- CD CV M F J [� M Cf7 O CV CCDM O _I U U. '�� w 5 T P> Ci) O o0 U _ �_ .° (� � ^ N ! o ~ 2 N 1n cm U O (L o a= I Q 3 O Q (3) � � 00 � O � 00 QU � CV o, M 0 0�C) Q Z rn v , W L� I C Z LU W > 00 W00 O j CNI ZCO�' �' O LL Z o 00 III r 7 I W I-2i CO LU �COw REVISIONS N0. DATE BY A\ 0 A A A 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 04/01 /2021 CAD FILE: 21-022_AO. 1 JOB NUMBER: 21-022 CHECKED: DRAWN: TP, AJ STATUS: PERMIT DOCUMENTS COVER SHEET AND SITE PLAN AOO 1 DEPARTMENT FLOOR OR GROUND SURFACES (ICC/ANSI SEC. 302 & 303): GENERAL: FLOOR OR GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT. CHANGES IN LEVEL OF 1/4 INCH HIGH MAX. SHALL BE PERMITTED TO BE VERTICAL. CHANGES IN LEVEL BETWEEN 1/4 INCH HIGH MIN. AND 1-1/2 INCH HIGH MAX. SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL BE RAMPED AND SHALL COMPLY WITH ICC/ANSI SECTION 405 OR 406. WHEELCHAIR TURNING SPACE AND CLEAR SPACE (ICC/ANSI SEC. 304 & 305): CLEAR FLOOR OR GROUND SURFACE: FLOOR OR GROUND SURFACES OF A WHEELCHAIR TURNING SPACE SHALL HAVE A SLOPE NOT STEEPER THAN 1:48. THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES MIN. BY 48 INCHES MIN. AND SHALL BE POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT. ONE FULL, UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE. CIRCULAR SPACE: THE WHEELCHAIR TURNING SPACE SHALL BE NOT LESS THAN 60 INCHES DIAMETER MIN. WHEELCHAIR TURNING SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES. T-SHAPED SPACE: THE WHEELCHAIR TURNING SPACE MAY BE A T-SHAPED SPACE WITHIN A 60 INCH MIN. SQUARE WITH ARMS AND BASE 36 INCHES WIDE MIN. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES MIN. IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES MIN. T-SHAPED WHEELCHAIR TURNING SPACES SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES ONLY AT THE END OF EITHER THE BASE OR ONE ARM DOORS: UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTED TO SWING INTO WHEELCHAIR TURNING SPACE. ALCOVE CLEAR FLOOR SPACE: FORWARD APPROACH - THE WIDTH OF AN ALCOVE SHALL BE 36 INCHES MIN. WHERE THE DEPTH EXCEEDS 24 INCHES. PARALLEL APPROACH - THE WIDTH OF AN ALCOVE SHALL BE 60 INCHES MIN. WHERE THE DEPTH EXCEEDS 15 INCHES. KNEE AND TOE CLEARANCE (ICC/ANSI SEC. 306): TOE CLEARANCE: SPACE UNDER AN ELEMENT BETWEEN THE FLOOR OR GROUND AND 9 INCHES ABOVE THE FLOOR OR GROUND SHALL BE TOE CLEARANCE. MAX. DEPTH IS PERMITTED TO EXTEND 25 INCHES MAX. UNDER AN ELEMENT AND 17 INCHES MIN. BENEATH THE ELEMENT. TOE CLEARANCE SHALL BE 30 INCHES WIDE MIN. KNEE CLEARANCE: SPACE UNDER AN ELEMENT BETWEEN 9 INCHES AND 27 INCHES ABOVE THE FLOOR OR GROUND SHALL BE KNEE CLEARANCE. KNEE CLEARANCE SHALL BE PERMITTED TO EXTEND 25 INCHES MAX. UNDER AN ELEMENT AT 9 INCHES ABOVE THE FLOOR OR GROUND. WHERE KNEE CLEARANCE IS REQUIRED BENEATH AN ELEMENT AS PART OF A CLEAR FLOOR OR GROUND SPACE, THE KNEE CLEARANCE SHALL BE 11 INCHES DEEP MIN. AT 9 INCHES ABOVE THE FLOOR OR GROUND, AND 8 INCHES DEEP MIN. AT 27 INCHES ABOVE THE FLOOR OR GROUND. KNEE CLEARANCE SHALL BE 30 INCHES WIDE MIN. PROTRUDING OBJECTS (ICC/ANSI SEC. 307): PROTRUSION LIMITS: OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE FLOOR OR GROUND SHALL PROTRUDE 4 INCHES MAX. HORIZONTALLY INTO THE CIRCULATION PATH. HANDRAILS SERVING STAIRS AND RAMPS SHALL BE PERMITTED TO PROTRUDE 4 1/2 INCHES MAX. GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE VERTICAL CLEARANCE IS LESS THAN 80 INCHES HIGH. LEADING EDGE OF SUCH GUARDRAIL OR BARRIER SHALL BE 27 INCHES MAX. ABOVE THE FLOOR OR GROUND. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES. POST -MOUNTED OBJECTS: OBJECTS ON A SINGLE POST OR PYLON SHALL BE PERMITTED TO OVERHANG 12 INCHES MAX. WHERE MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE FLOOR OR GROUND. REACH RANGES (ICC/ANSI SEC. 308): UNOBSTRUCTED REACH: WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED THE HIGH SIDE REACH SHALL BE 48 INCHES MAX. AND THE LOW SIDE REACH SHALL BE 15 INCHES MIN. ABOVE THE FLOOR OR GROUND. EXISTING ELEMENTS SHALL BE PERMITTED AT 54 INCHES MAX. ABOVE THE FLOOR OR GROUND. OBSTRUCTED HIGH FORWARD REACH: WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION THE CLEAR FLOOR OR GROUND SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE HIGH FORWARD REACH SHALL BE 48 INCHES MAX. WHERE THE REACH DEPTH IS 20 INCHES MAX. WHERE THE REACH DEPTH EXCEEDS 20 INCHES, THE HIGH FORWARD REACH SHALL BE 44 INCHES MAX. AND THE REACH DEPTH SHALL BE 25 INCHES MAX. OBSTRUCTED HIGH SIDE REACH: WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN OBJECT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES MAX., AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24 INCHES MAX. THE HIGH SIDE REACH SHALL BE 48 INCHES MAX. FOR A REACH DEPTH OF 10 INCHES MAX. WHERE THE REACH DEPTH EXCEEDS 10 INCHES, THE HIGH SIDE REACH SHALL BE 46 INCHES MAX. FOR A REACH DEPTH OF 24 INCHES MAX. OPERABLE PARTS (ICC/ANSI SEC. 309): HEIGHT: OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES. EXCEPT WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE, OR WHERE ELECTRICAL AND COMMUNICATIONS SYSTEMS RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING OCCUPANTS. OPERATION: OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAX. ACCESSIBLE ROUTES (ICC/ANSI SEC. 402): ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: WALKING SURFACES WITH A SLOPE NOT STEEPER THAN 1:20, DOORS AND DOORWAYS, RAMPS, CURB RAMPS, ELEVATORS, AND WHEELCHAIR (PLATFORM) LIFTS. ALL COMPONENTS OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE PORTIONS OF THIS STANDARD. WALKING SURFACES (ICC/ANSI SEC. 403): SLOPE: THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE OF A WALKING SURFACE SHALL NOT BE STEEPER THAN 1:48. CLEAR WIDTH: CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH ICC/ANSI 403.5 CLEAR WIDTH AT TURN: WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT WHICH IS LESS THAN 48 INCHES WIDE, CLEAR WIDTHS SHALL BE 42 INCHES MIN. APPROACHING THE TURN, 48 INCHES MIN. DURING THE TURN, AND 42 INCHES MIN. LEAVING THE TURN. PASSING SPACE: AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200 FEET MAX. THESE PASSING SPACES SHALL BE EITHER A 60 INCH BY 60 INCH MIN. SPACE, OR AN INTERSECTION OF TWO WALKING SURFACES WHICH PROVIDE A T-SHAPED TURNING SPACE COMPLYING WITH ICC/ANSI SECTION 304. MANUAL DOORS AND DOORWAYS (ICC/ANCI SEC. 404): CLEAR WIDTH: DOORWAYS SHALL HAVE A CLEAR OPENING OF 32 INCHES MIN. CLEAR OPENING OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES MIN. THERE SHALL BE NO PROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FLOOR OR GROUND. PROJECTIONS INTO THE MIN. CLEAR OPENING WIDTH MORE THAN 34 INCHES AND UP TO 80 INCHES ABOVE THE FLOOR OR GROUND ARE PERMITTED BUT SHALL NOT EXCEED 4 INCHES. MANEUVERING CLEARANCES: REQUIRED DOOR MANEUVERING CLEARANCES SHALL NOT INCLUDE KNEE AND TOE CLEARANCE. RECESSED DOORS: WHERE THE PLANE OF THE DOORWAY IS RECESSED MORE THAN 8 INCHES FROM THE PLANE OF THE WALL. CLEARANCES FOR FRONT APPROACH SHALL BE PROVIDED. TWO DOORS IN SERIES: DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES SHALL BE 48 INCHES MIN. PLUS THE WIDTH OF ANY DOOR SWINGING INTO THE SPACE. THE SPACE BETWEEN THE DOORS SHALL PROVIDE A TURNING SPACE COMPLYING WITH SECTION 304. DOOR HARDWARE: HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. SUCH HARDWARE SHALL BE 34 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. DOOR CLOSERS: DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS MIN. SPRING HINGES: DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MIN., DOOR -OPENING FORCE: FIRE DOORS SHALL HAVE THE MIN. OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE MAX. FORCE FOR PUSHING OPEN OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: INTERIOR HINGED DOOR: 5.0 POUNDS SLIDING OR FOLDING DOOR: 5.0 POUNDS THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. DOOR SURFACE: DOOR SURFACES WITHIN 10 INCHES OF THE FLOOR OR GROUND MEASURED VERTICALLY SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACE SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. EXCEPT FOR SLIDING DOORS, TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH THE TOP LEADING EDGE TAPERED AT NO LESS THAN 60 DEGREES FROM THE HORIZONTAL SHALL NOT BE REQUIRED TO MEET THE 10 INCH BOTTOM RAIL HEIGHT REQUIREMENT, AND DOORS WHICH DO NOT EXTEND TO WITHIN 10 INCHES OF THE FLOOR OR GROUND. VISION LITES: DOORS AND SIDELITES ADJACENT TO DOORS CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE PANEL 43 INCHES MAX. ABOVE THE FLOOR OR GROUND. RAMPS (ICC/ANSI SEC. 405): WALKING SURFACES ON ACCESSIBLE ROUTES WITH A RUNNING SLOPE STEEPER THAN 1:20 ARE RAMPS. SLOPE: RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48. CLEAR WIDTH: THE CLEAR WIDTH OF A RAMP RUN SHALL BE 36 INCHES MIN.. HANDRAILS AND HANDRAIL SUPPORTS THAT ARE PROVIDED ON THE RAMP RUN SHALL NOT PROJECT INTO THE REQUIRED CLEAR WIDTH OF THE RAMP RUN. THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES MAX. OUTDOOR RAMPS AND APPROACHES TO RAMPS SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON WITHIN THE ROOM. WALKING SURFACES. LANDINGS: RAMPS SHALL HAVE LANDINGS AT BOTTOM AND TOP OF EACH RUN. LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND THE CLEAR WIDTH OF LANDINGS SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING. LANDING LENGTH SHALL BE 60 INCHES MIN. CLEAR. RAMPS THAT CHANGE DIRECTION AT LANDINGS SHALL HAVE A 60 INCH MIN. BY 60 INCH MIN. LANDING. DOORWAYS: WHERE DOORWAYS ARE ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES REQUIRED BY ICC/ANSI SECTIONS 404.2.3 AND 404.3.2 SHALL BE PERMITTED TO OVERLAP THE LANDING AREA. WHERE A DOOR THAT IS SUBJECT TO LOCKING IS LOCATED ADJACENT TO A RAMP LANDING, THE LANDING SHALL BE SIZED TO PROVIDE A TURNING SPACE COMPLYING WITH SECTION 304.3. HANDRAILS: RAMPS WITH A RISE GREATER THAN 6 INCHES SHALL HAVE HANDRAILS COMPLYING WITH ICC/ANSI SECTION 505. HANDRAILS SHALL NOT REDUCE THE REQUIRED CLEARANCES OF A RAMP RUN OR LANDING. EDGE PROTECTION SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. THE FLOOR OR GROUND SURFACE OF THE RAMP RUN OR LANDING SHALL EXTEND 12 INCHES MIN. BEYOND THE INSIDE FACE OF A RAILING COMPLYING WITH ICC/ANSI SECTION 505. CURB OR BARRIER: A CURB OR BARRIER SHALL BE PROVIDED THAT PREVENTS THE PASSAGE OF A 4-INCH DIAMETER SPHERE BELOW A HEIGHT OF 4 INCHES. PROTRUDE INTO VEHICULAR TRAFFIC LANES, PARKING SPACES, OR INTO PARKING SPACE ACCESS AISLES. THEY SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED VEHICLES. HANDRAILS ARE NOT REQUIRED. SIDES OF CURB RAMPS: WHERE PEDESTRIANS MUST WALK ACROSS A CURB RAMP, THE RAMP SHALL HAVE FLARED SIDES. SLOPE OF FLARES SHALL NOT BE STEEPER THAN 1:10. WHERE THE WIDTH OF THE WALKING SURFACE AT THE TOP OF THE RAMP AND PARALLEL TO THE RUN OF THE RAMP IS LESS THAN 48 INCHES WIDE, THE FLARED SIDES SHALL HAVE A SLOPE NOT STEEPER THAN 1:12. CURB RAMPS WITH RETURNED CURBS SHALL BE PERMITTED WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. COUNTER SLOPE: COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT BE STEEPER THAN 1:20. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE AT THE SAME LEVEL. LOCATION AT MARKED CROSSINGS: CURB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED SIDES. LANDINGS: THE CLEAR LENGTH OF THE LANDING SHALL BE 36 INCHES MIN., WITH A CLEAR WIDTH AT LEAST AS WIDE AS THE CURB RAMP, EXCLUDING FLARED SIDES LEADING TO THE LANDING. DIAGONAL CURB RAMPS: DIAGONAL OR CORNER TYPE CURB RAMPS WITH RETURNED CURBS OR OTHER WELL-DEFINED EDGES SHALL HAVE THE EDGES PARALLEL TO THE DIRECTION OF PEDESTRIAN FLOW. BOTTOMS OF DIAGONAL CURB RAMPS SHALL HAVE 48 INCHES MIN. CLEAR SPACE, MEASURED PARALLEL TO THE RUNNING SLOPE. DIAGONAL CURB RAMPS PROVIDED AT MARKED CROSSINGS SHALL PROVIDE THE 48 INCHES MIN. CLEAR SPACE WITHIN THE MARKINGS. DIAGONAL CURB RAMPS WITH FLARED SIDES SHALL HAVE A SEGMENT OF STRAIGHT CURB 24 INCHES LONG MIN. ON EACH SIDE OF THE CURB RAMP AND WITHIN THE MARKED CROSSING. ISLANDS: RAISED ISLANDS IN CROSSINGS SHALL BE A CUT -THROUGH LEVEL WITH THE STREET OR HAVE CURB RAMPS AT BOTH SIDES, AND A LEVEL AREA 48 INCHES LONG MIN. BY 36 INCHES WIDE MIN., IN THE PART OF THE ISLAND INTERSECTED BY THE CROSSING. PARKING SPACES (ICC/ANSI SEC. 502): VEHICLE SPACE SIZE: ACCESSIBLE CAR AND VAN PARKING SPACES SHALL HAVE AN ADJACENT ACCESS AISLE. CAR AND VAN PARKING SPACES SHALL BE 96 INCHES MIN. WIDTH. ACCESS AISLE: TWO PARKING SPACES SHALL BE PERMITTED TO SHARE A COMMON ACCESS AISLE. PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE. ACCESS AISLES SERVING CAR PARKING SPACES SHALL BE 60 INCHES WIDE MIN. ACCESS AISLES SERVING VAN PARKING SPACES SHALL BE 96 INCHES WIDE MIN. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACES THEY SERVE AND THEY SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. FLOOR OR GROUND SURFACES: PARKING SPACES AND ACCESS AISLES SHALL HAVE SURFACE SLOPES NOT STEEPER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE VERTICAL CLEARANCE: PARKING SPACES FOR VANS SHALL HAVE A VERTICAL CLEARANCE OF 98 INCHES MIN. AT THE SPACE AND ALONG THE VEHICULAR ROUTE THERETO. IDENTIFICATION: WHERE ACCESSIBLE PARKING SPACES ARE REQUIRED TO BE IDENTIFIED BY SIGNS, THE SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH ICC ANSI SECTION 703.6. SUCH SIGNS SHALL BE 60 INCHES MIN. ABOVE THE FLOOR OR GROUND SURFACE OF THE PARKING SPACE, MEASURED TO THE BOTTOM OF THE SIGN. PASSENGER LOADING ZONES (ICC/ANSI SEC. 503): VEHICLE PULL-UP SPACE: PASSENGER LOADING ZONES SHALL PROVIDE AN ACCESS AISLE ADJACENT AND PARALLEL TO A VEHICLE PULL-UP SPACE 96 INCHES MIN. WIDTH AND 20 FEET MIN. LENGTH. ACCESS AISLES; ACCESS AISLES SHALL BE PART OF THE ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY ENTRANCE. ACCESS AISLES SERVING VEHICLE PULL-UP SPACES SHALL BE 60 INCHES WIDE MIN. AND 20 FEET LONG MIN. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. FLOOR OR GROUND SURFACES: VEHICLE PULL-UP SPACES IN PASSENGER LOADING ZONES AND ACCESS AISLES SHALL HAVE SURFACE SLOPES NOT STEEPER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE VEHICLE PULL-UP SPACE THEY SERVE. VERTICAL CLEARANCE: VERTICAL CLEARANCE OF 114 INCHES MIN. SHALL BE PROVIDED AT PASSENGER LOADING ZONES AND ALONG VEHICLE ACCESS ROUTES TO SUCH AREAS FROM SITE ENTRANCES. STAIRWAYS (ICC/ANSI SEC. 504): TREADS AND RISERS: ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND UNIFORM TREAD DEPTH. RISERS SHALL BE 4 INCHES HIGH MIN. AND 7 INCHES MAX. TREADS SHALL BE 11 INCHES DEEP MIN., MEASURED FROM RISER TO RISER. OPEN RISERS SHALL NOT BE PERMITTED. STAIR TREAD SURFACE SHALL COMPLY WITH ICC/ANSI SECTION 302. NOSINGS: THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE 1/2 INCH MAX. NOSINGS THAT PROJECT BEYOND RISERS SHALL HAVE THE UNDERSIDE OF THE LEADING EDGE CURVED OR BEVELED. RISERS SHALL BE PERMITTED TO SLOPE UNDER THE TREAD AT AN ANGLE OF 30 DEGREES MAX. FROM VERTICAL. THE PERMITTED PROJECTION OF THE NOSING SHALL BE 1-1/2 INCHES MAX. BEYOND THE TREAD BELOW. OUTDOOR CONDITIONS: OUTDOOR STAIRS AND OUTDOOR APPROACHES TO STAIRS SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON WALKING SURFACES. HANDRAILS (ICC/ANSI SEC. 505): LOCATION: HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS. IN ASSEMBLY SEATING AREAS, HANDRAILS SHALL NOT BE REQUIRED ON BOTH SIDES ALONG AISLE STAIRS, PROVIDED WITH A HANDRAIL EITHER AT THE SIDE OR WITHIN THE AISLE. HANDRAILS SHALL NOT BE REQUIRED ON THE SIDES OF RAMPED AISLES SERVING SEATS. CONTINUITY: HANDRAILS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT OR RAMP RUN. INSIDE HANDRAIL ON SWITCHBACK OR DOGLEG STAIRS OR RAMPS SHALL BE CONTINUOUS BETWEEN FLIGHTS OR RUNS. HEIGHT: TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34 INCHES MIN. AND 38 INCHES MAX. VERTICALLY ABOVE STAIR NOSINGS, RAMP SURFACES, AND WALKING SURFACES. HANDRAILS SHALL BE AT A CONSISTENT HEIGHT ABOVE STAIR NOSINGS AND RAMP SURFACES. CLEARANCE: CLEAR SPACE BETWEEN HANDRAIL AND WALL SHALL BE 1-1/2 INCHES MIN. GRIPPING SURFACE: GRIPPING SURFACES SHALL BE CONTINUOUS WITHOUT INTERRUPTION BY NEWEL POSTS OTHER CONSTRUCTION ELEMENTS, OR OBSTRUCTIONS. HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE BOTTOM SURFACE OF THE HANDRAIL ARE ALLOWED IF NOT MORE THAN 20 PERCENT OF THE HANDRAIL LENGTH IS OBSTRUCTED. SEE SECTION 505.6 FOR ADDITIONAL HORIZONTAL PROJECTION EXCEPTIONS. HANDRAILS, AND ANY WALL OR OTHER SURFACES ADJACENT TO THEM, SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS AND THEY SHALL HAVE A CIRCULAR CROSS SECTION WITH AN OUTSIDE DIAMETER OF 1-1/4 INCH MIN. AND 2 INCHES MAX. NON -CIRCULAR CROSS SECTIONS: HANDRAILS WITH OTHER SHAPES SHALL BE PERMITTED PROVIDED THEY HAVE A PERIMETER DIMENSION OF 4 INCHES MIN. AND 6-1/4 INCHES MAX. AND PROVIDED THEIR LARGEST CROSS-SECTION DIMENSION IS 2-1/4 INCHES MAX. TOP EXTENSION AT STAIRS: AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 INCHES MIN. BEGINNING DIRECTLY ABOVE THE FIRST RISER NOSING. SUCH EXTENSION SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. BOTTOM EXTENSION AT STAIRS: AT THE BOTTOM OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND AT THE SLOPE OF THE STAIR FLIGHT FOR A HORIZONTAL DISTANCE EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER NOSING. IF PROVIDED AT THE BOTTOM OF A STAIR FLIGHT, A HORIZONTAL EXTENSION OF A HANDRAIL SHALL BE 12 INCHES LONG MIN. AND A HEIGHT EQUAL TO THAT OF THE SLOPING PORTION OF THE HANDRAIL AS MEASURED ABOVE THE STAIR NOSINGS. SUCH EXTENSION SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. DRINKING FOUNTAINS (ICC/ANSI SEC. 602): CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED. WHERE A FORWARD APPROACH IS PROVIDED, THE CLEAR FLOOR OR GROUND SPACE SHALL BE CENTERED ON THE UNIT AND SHALL INCLUDE KNEE AND TOE CLEARANCE. WHERE A PARALLEL APPROACH IS PROVIDED, THE CLEAR FLOOR OR GROUND SPACE SHALL BE CENTERED ON THE UNIT. SPOUT HEIGHT AND LOCATION: SPOUT OUTLETS FOR WHEELCHAIR ACCESSIBILITY SHALL BE 36 INCHES MAX. ABOVE THE FLOOR OR GROUND. SPOUT OUTLETS FOR STANDING PERSONS SHALL BE 38 INCHES MIN. AND 43 INCHES MAX. ABOVE FLOOR OR GROUND. UNITS WITH A PARALLEL APPROACH SHALL HAVE THE SPOUT 3-1/2 INCHES MAX. FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. UNITS WITH A FORWARD APPROACH SHALL HAVE THE SPOUT 15 INCHES MIN. FROM THE VERTICAL SUPPORT AND 5 INCHES MAX. FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. OPERABLE PARTS SHALL COMPLY WITH ICC/ANSI SECTION 309 AND PROTRUDING UNITS SHALL COMPLY WITH ICC/ANSI SECTION 307. TOILET AND BATHING ROOMS (ICC/ANSI SEC. 603 AND 604): WHEELCHAIR TURNING SPACE: A CIRCULAR 60" DIAMETER WHEELCHAIR TURNING SPACE OR A "T" SHAPED TURNING SPACE COMPLYING WITH ICC/ANSI SECTION 304 SHALL BE PROVIDED. DOORS: DOORS SHALL NOT SWING INTO THE CLEAR FLOOR OR GROUND SPACE OR CLEARANCE FOR ANY FIXTURE EXCEPT WHERE THE ROOM IS FOR INDIVIDUAL USE AND A 30" X 48" CLEAR FLOOR OR GROUND SPACE IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING. LOCATION: THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 16 INCHES MIN. TO 18 INCHES MAX. FROM THE SIDE WALL OR PARTITION. WATER CLOSET CLEAR SPACE: CLEARANCE AROUND THE WATER CLOSET SHALL BE 60 INCHES MIN. MEASURED PERPENDICULAR FROM THE SIDE WALL, AND 56 INCHES MIN. MEASURED PERPENDICULAR FROM THE REAR WALL. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE WITHIN THE WATER CLOSET CLEARANCE. OVERLAP: THE CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET, ASSOCIATED GRAB BARS, TISSUE DISPENSERS, ACCESSIBLE ROUTES AND CLEAR FLOOR OR GROUND SPACE OR CLEARANCES AT OTHER FIXTURES AND THE WHEELCHAIR TURNING SPACE. WATER CLOSET HEIGHT AND CONTROLS: THE TOP OF WATER CLOSET SEATS SHALL BE 17 INCHES MIN. AND 19 INCHES MAX. ABOVE THE FLOOR OR GROUND. SEATS SHALL NOT RETURN AUTOMATICALLY TO A LIFTED POSITION. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND -OPERATED FLUSH CONTROLS SHALL COMPLY WITH ICC/ANSI SECTION 309. GRAB BARS: GRAB BARS SHALL BE PROVIDED ON THE REAR WALL AND ON THE SIDE WALL CLOSEST TO THE WATER CLOSET. SIDE WALL GRAB BAR SHALL BE 42 INCHES LONG MIN., 12 INCHES MAX. FROM THE REAR WALL AND EXTENDING 54 INCHES MIN. FROM THE REAR WALL. IN ADDITION, A VERTICAL GRAB BAR 18 INCHES MIN. IN LENGTH SHALL BE MOUNTED WITH THE BOTTOM OF THE BAR LOCATED BETWEEN 39 INCHES AND 41 INCHES ABOVE THE FLOOR WITH THE CENTER LINE OF THE BAR LOCATED BETWEEN 39 INCHES AND 41 INCHES FROM THE REAR WALL. THE REAR WALL GRAB BAR SHALL BE 36 INCHES LONG MIN. AND EXTEND FROM THE CENTER LINE OF THE WATER CLOSET A MIN. OF 12 INCHES ON THE SIDE CLOSEST TO THE WALL AND 24 INCHES MIN. ON THE TRANSFER SIDE. DISPENSERS: DISPENSERS SHALL COMPLY WITH SECTION 309.4 AND 609.3. WHERE THE DISPENSER IS LOCATED ABOVE THE GRAB BAR, THE OUTLET OF THE DISPENSER SHALL BE LOCATED WITHIN AN AREA 24 INCHES MIN. AND 36 INCHES MAX. FROM THE REAR WALL. WHERE A DISPENSER IS LOCATED BELOW THE GRAB BAR, THE OUTLET OF A DISPENSER SHALL BE LOCATED WITHIN AN AREA 24 INCHES MIN. AND 42 INCHES MAX. FROM THE REAR WALL. THE OUTLET OF THE DISPENSER SHALL BE LOCATED 18 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROL DELIVERY, OR THAT DO NOT ALLOW CONTINUOUS PAPER FLOW. MIRRORS: MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAX. ABOVE THE FLOOR OR GROUND. COAT HOOKS AND SHELVES: COAT HOOKS PROVIDED WITHIN TOILET ROOMS SHALL ACCOMMODATE A FORWARD REACH OR SIDE REACH COMPLYING WITH ICC/ANSI SECTION 308. WHERE PROVIDED, A FOLD -DOWN SHELF SHALL BE 40 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR OR GROUND. 604.11 WATER CLOSETS AND TOILET COMPARTMENTS FOR CHILDREN'S USE: GENERAL: ACCESSIBLE WATER CLOSETS AND TOILET COMPARTMENTS PRIMARILY FOR CHILDREN'S USE SHALL COMPLY WITH SECTION 604.11 . LOCATION: THE WATER CLOSET PRIMARILY FOR CHILDREN'S USE SHALL BE LOCATED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 12 INCHES (305 MM) MINIMUM AND 18 INCHES (455 MM) MAXIMUM z co FROM THE SIDE WALL OR PARTITION. WATER CLOSETS LOCATED IN AMBULATORY ACCESSIBLE TOILET COMPARTMENTS SPECIFIED IN SECTION 604.10 SHALL BE LOCATED AS SPECIFIED IN SECTION 604.2. CLEARANCE: A CLEARANCE AROUND THE WATER CLOSET PRIMARILY FOR CHILDREN'S USE COMPLYING WITH SECTION 604.3 SHALL BE PROVIDED. HEIGHT: THE HEIGHT OF WATER CLOSET SEATS PRIMARILY FOR CHILDREN'S USE SHALL BE 11 INCHES (280 MM) MINIMUM AND 17 INCHES (430 MM) MAXIMUM ABOVE THE FLOOR, MEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION. GRAB BARS: GRAB BARS FOR WATER CLOSETS PRIMARILY FOR CHILDREN'S USE SHALL COMPLY WITH SECTION 604.5. FLUSH CONTROLS: FLUSH CONTROLS PRIMARILY FOR CHILDREN'S USE SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH SECTIONS 309.2 AND 309.4 AND SHALL BE INSTALLED 36 INCHES (915 MM) MAXIMUM ABOVE THE FLOOR. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET. EXCEPTION: IN AMBULATORY ACCESSIBLE COMPARTMENTS COMPLYING WITH SECTION 604.10, FLUSH CONTROLS SHALL BE PERMITTED TO BE LOCATED ON EITHER SIDE OF THE WATER CLOSET. DISPENSERS: TOILET PAPER DISPENSERS PRIMARILY FOR CHILDREN'S USE SHALL COMPLY WITH SECTION 309.4. THE OUTLET OF DISPENSERS SHALL BE LOCATED WITHIN AN AREA 24 INCHES (610 MM) MINIMUM AND 42 INCHES (1065 MM) MAXIMUM FROM THE REAR WALL. THE OUTLET OF THE DISPENSER SHALL BE 14 INCHES (355 MM) MINIMUM AND 19 INCHES (485 MM) MAXIMUM ABOVE THE FLOOR. THERE SHALL BE A CLEARANCE OF 11/2 INCHES (38 MM) MINIMUM BELOW THE GRAB BAR. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROL DELIVERY OR DO NOT ALLOW CONTINUOUS PAPER FLOW. TOILET COMPARTMENTS: TOILET COMPARTMENTS PRIMARILY FOR CHILDREN'S USE SHALL COMPLY WITH SECTIONS 604.9 AND 604.10, AS APPLICABLE. LAVATORIES AND SINKS (ICC/ANSI SEC. 606): CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE POSITIONED FOR FORWARD APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE SHALL BE PROVIDED. HEIGHT AND CLEARANCES: THE FRONT OF LAVATORIES AND SINKS SHALL BE 34 INCHES MAX. ABOVE THE FLOOR OR GROUND, MEASURED TO THE HIGHER OF THE FIXTURE RIM OR COUNTER SURFACE. FAUCETS SHALL COMPLY WITH ICC/ANSI SECTION 309. HAND -OPERATED, SELF -CLOSING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MIN. EXPOSED PIPES AND SURFACES: WATER SUPPLY AND DRAINPIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. GRAB BARS (ICC/ANSI SEC. 609): SIZE. GRAB BARS SHALL HAVE A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1-1/4 INCH MIN. AND 2 INCHES MAX. NON -CIRCULAR CROSS -SECTIONS: GRAB BARS WITH OTHER SHAPES SHALL BE PERMITTED PROVIDED THEY HAVE A CROSS SECTION DIMENSION OF 2 INCHES MAX., AND A PERIMETER DIMENSION OF 4 INCHES MIN. AND 4.8 INCHES MAX. AND WITH EDGES HAVING 1/8 INCH MIN. RADIUS. SPACING: THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1-1/2 INCHES. THE SPACE BETWEEN THE GRAB BAR AND OBJECTS BELOW AND AT THE ENDS SHALL BE 1-1/2 INCHES MIN. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE SHALL BE 12 INCHES MIN. POSITION OF GRAB BARS: GRAB BARS SHALL BE MOUNTED IN A HORIZONTAL POSITION, 33 INCHES MIN. AND 36 INCHES MAX. ABOVE THE FLOOR. SURFACE HAZARDS: GRAB BARS AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A RADIUS OF 1 8 INCH MIN. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. INSTALLATION: GRAB BARS SHALL BE INSTALLED IN ANY MANNER THAT PROVIDES A GRIPPING SURFACE AT THE LOCATIONS SPECIFIED IN THIS STANDARD AND THAT DOES NOT OBSTRUCT THE CLEAR FLOOR SPACE. STRUCTURAL STRENGTH: ALLOWABLE STRESSES IN BENDING, SHEAR, AND TENSION SHALL NOT BE EXCEEDED FOR MATERIALS USED WHERE A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER MOUNTING DEVICE OR SUPPORTING STRUCTURE. SIGNAGE (ALL SIGNAGE TO COMPLY WITH ICC/ANSI CHAP. 7): ACCESSIBLE ENTRANCES: ACCESSIBLE BUILDING ENTRANCES SHALL BE IDENTIFIED WITH STANDARD SIGNS AND DIRECTIONAL SIGNS THAT COMPLY WITH ICC/ANSI SECTION 703 AND ARE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS REQUIRED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE. THE SYMBOL IS TO BE A WHITE FIGURE ON BLUE BACKGROUND (COLOR NO. 15090) IN FEDERAL STANDARD 595A. EXCEPTION: A SPECIAL SIGN OR IDENTIFICATION WHICH COMPLEMENTS DECOR OR A UNIQUE DESIGN MAY BE APPROVED WHEN IT IS DETERMINED BY AN ENFORCING AGENCY THAT SUCH SIGNS AND IDENTIFICATION PROVIDE ADEQUATE DIRECTION. CHARACTERS: LETTERS AND NUMBERS ON SIGNS ARE TO HAVE A WIDTH TO HEIGHT RATIO OF BETWEEN 3:5 AND 1:1, AND A STROKE WIDTH TO HEIGHT RATIO BETWEEN 1:5 AND 1:10. WHEN RAISED OR RECESSED CHARACTERS OR SYMBOLS ARE USED, THEY ARE TO BE RAISED OR RECESSED A MIN. 1/32 INCH AND ARE TO BE SANS SERIF TYPE FONT. RAISED CHARACTERS ARE TO BE AT LEAST 5/8 INCH HIGH AND RECESSED CHARACTERS AND SYMBOLS ARE TO HAVE A 1/4 INCH MIN. STROKE WIDTH. BRAILLE: CONTRACTED GRADE 2 BRAILLE SHALL COMPLY WITH SECTION 703.4, AND IS TO BE USED WHEREVER BRAILLE IS REQUIRED. WHEELCHAIR ACCESSIBLE PUBLIC TELEPHONES (ICC/ANSI SEC. 704): CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED. THE CLEAR FLOOR OR GROUND SPACE SHALL NOT BE RESTRICTED BY BASES, ENCLOSURES, OR FIXED SEATS. WHERE A PARALLEL APPROACH IS PROVIDED, THE DISTANCE FROM THE EDGE OF THE TELEPHONE ENCLOSURE TO THE FACE OF THE TELEPHONE UNIT SHALL BE 10 INCHES MAX. WHERE A FORWARD APPROACH IS PROVIDED, THE DISTANCE FROM THE FRONT EDGE OF A COUNTER WITHIN THE ENCLOSURE TO THE FACE OF THE TELEPHONE UNIT SHALL BE 20 INCHES MAX. OPERABLE PARTS: THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL BE WITHIN THE REACH RANGES SPECIFIED IN SECTION 309. TELEPHONES SHALL HAVE PUSH BUTTON CONTROLS WHERE SERVICE FOR SUCH EQUIPMENT IS AVAILABLE. TELEPHONE DIRECTORIES: WHERE PROVIDED, TELEPHONE DIRECTORIES SHALL COMPLY WITH ICC/ANSI SECTION 309. CORD LENGTH: WHEELCHAIR ACCESSIBLE TELEPHONES SHALL BE EQUIPPED WITH A HANDSET CORD LENGTH OF 29 INCHES MIN. VOLUME -CONTROL TELEPHONES: TELEPHONES WITH VOLUME CONTROL SHALL BE EQUIPPED WITH A RECEIVER VOLUME CONTROL WITH A RANGE THAT PROVIDES 12 DB OF GAIN MIN. AND 20 DB OF GAIN MAX. AN AUTOMATIC RESET SHALL BE PROVIDED. TELEPHONES SHALL BE HEARING AID COMPATIBLE. TTY: WHERE USED WITH A PAY TELEPHONE, TEXT TELEPHONES SHALL BE PERMANENTLY AFFIXED WITHIN, OR ADJACENT TO, THE TELEPHONE ENCLOSURE. IF AN ACOUSTIC COUPLER IS USED, THE TELEPHONE CORD SHALL BE SUFFICIENTLY LONG TO ALLOW CONNECTION OF THE TTY AND THE TELEPHONE RECEIVER. WHERE PAY TELEPHONES DESIGNED TO ACCOMMODATE A PORTABLE TTY ARE PROVIDED, THEY SHALL BE EQUIPPED WITH A SHELF AND AN ELECTRICAL OUTLET WITHIN OR ADJACENT TO THE TELEPHONE ENCLOSURE. THE TELEPHONE HANDSET SHALL BE CAPABLE OF BEING PLACED FLUSH ON THE SURFACE OF THE SHELF. THE SHELF SHALL BE CAPABLE OF ACCOMMODATING A TTY AND SHALL HAVE A 6 INCHES HIGH MIN. VERTICAL CLEARANCE ABOVE THE AREA WHERE THE TTY IS PLACED. 4" MAX. Q 0 N PROTRUDING OBJECTS D R WIDTH ANY DISTANCF 0 w m 0 11 N 0 z ADA COMPLIANT UNISEX RESTROOM SIGNAGE OR ADA GENDER -NEUTRAL RESTROOM SIGNAGE B.O. HIGHEST TACTILE TEXT Y NOTE: PROVIDE SIGNS WITH RAISED AND BRAILLE CHARACTER SIGNAGE WITH A HIGH CONTRAST TO THE BACKGROUND ALONG WITH A WHITE INTERNATIONAL SYMBOL OF ACCESSIBILITY (I.S.A.) ON A BLUE BACKGROUND, MOUNT ON THE TOILET ROOM ENTRANCE DOOR WALL ON THE LATCH SIDE OF THE DOOR. IF ADEQUATE ROOM IS NOT PROVIDED ON THE LATCH SIDE OF THE DOOR, THE SIGNAGE IS REQUIRED TO BE PROVIDED ON THE NEAREST ADJACENT WALL. SIGNAGE IS ALLOWED ON THE DOOR ONLY IF THE DOOR OPENS IN AWAY ON THE PUSH SIDE OF DOOR. I.S.A. SIGNAGE SHALL BE MOUNTED AT 48"-60" AFF TO THE BRAILLE LETTERING ON THE SIGN. ACCESSIBLE SIGNAGE LOCATION SCALE: 1/2" = 1'-0" ICC/ANSI CHAP. 7 0 N I I I I I I I I I I I I CD I I I I I I I I 10" 1 2'-6" REACH RANGES SCALE: 3/8" = 1'-0" 2'-0" MAX. DEPTH FOR MIN. CLEARANCE 2'-8" MIN. _L r // H/ 3'- O" MIN. ICC/ANSI SEC. 308 I.B.C. SECTION 1013 REQUIRES THAT EXIT AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. THE EXIT SIGNAGE IS REQUIRED TO HAVE A HIGH CONTRAST WITH THE BACKGROUND WITH RAISED AND BRAILLE CHARACTERS. A WHITE I.S.A. ON A BLUE BACKGROUND SHALL BE INCLUDED FOR ACCESSIBLE DOORS. EXIT SIGNAGE SHALL BE MOUNTED ON THE WALL ON THE LATCH SIDE OF THE DOOR WITH 18" X 18" GROUND CLEARANCE O.C. IF ADEQUATE ROOM IS NOT PROVIDED ON THE LATCH SIDE OF THE DOOR, THE SIGNAGE IS REQUIRED TO BE PROVIDED ON THE NEAREST ADJACENT WALL. EXIT DOOR SIGNAGE SHALL BE MOUNTED BETWEEN 48" AND 60" A.F.F. MAX. TO THE BOTTOM OF BRAILLE CHARACTERS. THE I.S.A. SIGNAGE SHALL BE MOUNTED IMMEDIATELY ABOVE THE EXIT SIGN. AT NON -ACCESSIBLE ENTRANCES, DO NOT INCLUDE THE INTERNATIONAL SIGN OF ACCESSIBILITY. IT IS RECOMMENDED THAT THE CENTER OF THE SIGN BE SET NO CLOSER THAN 9" FROM THE FRAME OF A DOOR SO A VISUALLY IMPAIRED USER WOULD BE OUTSIDE OF THE DOOR SWING WHILE STANDING IN FRONT OF THE SIGN. TACTILE EXIT SIGNAGE ivE 12 SCALE: NTS Apr 05 2021 CITY OF EDMONDS 8664 R GISTERED ` ITECT e r E. STAT F WASHINGTON U m 0 o o v o c c � t o _° - ° J N c c N ' S O N a,m°a E O m�O m O mi'..-T - N- ° maa ° °aT. mCo0+ID` c o_°oomD '5 .0- ID o Qo £ u a°'-0 NE..O aaOvN O 0- N Laa0 a°,.o �0 o Q - c ° o-° ao am Cc: CC _ _ 0m O-- O ao E p _ O O- O O-25 O 01 O T_a ONoO .O _ ID atT.aam°c +.2 °O cOcc O OO-- o - m 0 - c40>'o i C"Imm 0c)O-6a > E"3Novo �.aaUJ 3OCc)``O NJNo°NU . - N O � O O a C O - - m U OE O Eu � m Et ,_;5 -_ .m6 cy)+ c L N0c C C-6 N m m( m N to 2 --TPt--20°L CD- L �- L-. o° m m ° O >'m Fz LcaL iE ou Qaazom i'3a aa° a C'n >_ L.I� Z 0W 5 G Z W W 00 flL 0 0. 5 G W o CN � 00 00 zco Q 0) O �: Z 0"0 �o-, I W ��� o C0 � REVISIONS N0. DATE BY A 0 0 0 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 04/01 /2021 CAD FILE: 21-022_AO.x JOB NUMBER: 21-022 CHECKED: DRAWN: TP STATUS: PERMIT DOCUMENTS ICC A117.1-2009 GENERAL CODE NOTES & DETAILS A002 CURB RAMPS (ICC/ANSI SEC. 406): CURB RAMPS SHALL BE 36 INCHES WIDE MIN., EXCLUSIVE OF FLARED SIDES. CURB RAMPS AND THEIR SIDE FLARES SHALL NOT SCALE: 3/8" = 1'-0" ICC/ANSI SEC. 304, 305 & 306 DEPARTMENT I.C.C. 404 DOORS AND DOORWAYS: 404.1 GENERAL. DOORS AND DOORWAYS THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION 404. FRONT APPROACH - PUSH AND PULL SIDES i CLEAR APPROACH I 404.2 MANUAL DOORS. MANUAL DOORS AND DOORWAYS AND MANUAL GATES, INCLUDING TICKET GATES, SHALL COMPLY I i FLOOR I SPACE WITH THE REQUIREMENTS OF SECTION 404.2 I I 404.2.1 DOUBLE -LEAF DOORS AND GATES. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES z I I SHALL COMPLY WITH SECTIONS 404.2.2 AND 404.2.3 o I I 404.2.2 CLEAR WIDTH. DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32 INCHES MIN. CLEAR OPENING WIDTH OF � I I DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND STOP, WITH THE DOOR 1'-6" OPEN 90 DEGREES. OPENINGS, DOORS AND DOORWAYS WITHOUT DOORS MORE THAN 24 INCHES IN DEPTH SHALL PROVIDE A CLEAR OPENING WIDTH OF 36 INCHES MIN. THERE SHALL BE NO PROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER MIN. THAN 34 INCHES ABOVE THE FLOOR. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES AND 80 INCHES ----------- ABOVE THE FLOOR SHALL NOT EXCEED 4 INCHES. i CLEAR EXCEPTIONS. i FLOOR X 1. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES MIN. ABOVE THE FLOOR i SPACE z I 2. IN ALTERATIONS, A PROJECTION OF 5/8 INCH MAX. INTO THE REQUIRED CLEAR OPENING WIDTH SHALL BE PERMITTED FOR THE LATCH SIDE STOP. o I I I I I I I I I 404.2.3.1 FLOOR SURFACE. FLOOR SURFACE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT STEEPER i APPROACH I I I THAN 1:48 AND SHALL COMPLY WITH SECTION 302 I I L__________�__J I 404.2.4 THRESHOLDS AT DOORWAYS: IF PROVIDED. THRESHOLD AT DOORWAYS SHALL BE 1/2 INCH MAX. IN HEIGHT. NOTE: X = 1'-O" (MIN.) IF DOOR HAS RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTIONS 302 AND 303. BOTH A CLOSER AND A LATCH El MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS SCALE: 3/8" = 1'-O" VINYL / TILE INSTALL SCHLUTER-SCHIENE TRANSITION STRIP BETWEEN VINYL & TILE. SIZE DETERMINED BY TILE THICKNESS. FINISH: ANODIZED ALUMINUM / SATIN FLOAT VINYL TO BE FLUSH WITH TILE HEIGHT VINYL CARPET / VINYL SUBFLOOR INSTALL TILE PER MFR RECOMMENDATIONS TILE INSTALL SCHLUTER-SCHIENE TRANSITION STRIP BETWEEN CARPET & VINYL. SIZE DETERMINED BY CARPET HEIGHT. FINISH: ANODIZED ALUMINUM / SATIN FLOAT VINYL TO BE FLUSH WITH CARPET HEIGHT CARPET L-cI Inn nnR VINYL CARPET / TILE INSTALL SCHLUTER-SCHIENE TRANSITION STRIP BETWEEN CARPET & TILE. SIZE DETERMINED BY TILE THICKNESS. FINISH: ANODIZED ALUMINUM / SATIN INSTALL TILE PER MFR RECOMMENDATIONS CARPET) SUBFLOOR wTILE 60" CLEAR MIN. 0 APPROACH C� 60" CLEAR MIN. LATCH APPROACH - PUSH SIDE NOTE: Y= 3'-6" MIN.; Y=4'-O" MIN. IF DOOR HAS A CLOSER El 60" CLEAR MIN. a CLEARANCE AT TWO DOORS IN SERIES SCALE: 3/8" = 1'-O" ICC/ANSI SEC. 404 FINISH FLOOR LEVEL THRESHOLD -FLOOR FINISH QQ � w A 2 a 1 Q N © Q NOTE INTERIOR AND EXTERIOR THRESHOLDS SHALL BE NO HIGHER THAN 1/2 INCH ABOVE THE ADJACENT FLOOR LEVELS. EACH EXPOSED EDGE OF THRESHOLDS SHALL BE BEVELED OR SLOPED AT AN ANGLE NOT TO EXCEED 45 DEGREES SO THAT NO VERTICAL CHANGE OF ELEVATION EXCEEDS 1 /4 INCH. APPROACH HINGE APPROACH - PULL SIDE CLEAR FLOOR SPACEI I I F--------------------CLEAR FLOOR SPACE! I I I I I I INSULATE HOT WATER PIPES AND DRAIN TO PREVENT CONTACT LINE OF REQUIRED CLEARANCE O MIRROR X X Q Z Q � Z � � I � � 6 N N N KNEE CLEARANCE 8" MIN.--J 6" MAX. TOE CLEARANCE CLEAR z FLOOR SPACE I I c� I I L V-5" MIN. DEPTH 1'-5" MIN. 1'-7" MAX. LAVATORY CLEARANCES LATCH APPROACH - PULL SIDE CLEAR FLOOR NOTE: Y= 4'-0" MIN.; Y=4'-6" MIN. IF DOOR HAS A CLOSER 10 SCALE: 3/8" = 1'-O" ICC/ANSI SEC. 304, 305 & 306 HINGE APPROACH - PUSH SIDE r--- - - - - - - - - - - - - CLEAR FLOOR \ APPROACH i SPACE C APPROACH X NOTE: Y= 3'-6" MIN.; Y=4'-O" MIN. IF DOOR HAS A CLOSER; X = 12" MIN. IF BOTH CLOSER AND LATCH ARE PROVIDED El ICC/ANSI SEC. 404 ENT PERMITTED )ED AREA 'PANI( V I\INLL �,LL/11\111NUL U 2'-0" MAX. ,_ I. 1'-5" TO 1'-7" - - - - - - - - - - - - - - CLEAR I z I FLOOR SPACE Qo I I I N I I I L J 4'- 0" MIN. DRINKING FOUNTAIN CLEARANCES SCALE: 3/8" = 1'-O" ICC/ANSI SEC. 304, 305 & 306 CJ m o .�0 J N c C � N N L O N -° 0 0 0- 0 T c 0 Zo N N •+ -° T O N N ° N + rOn aL•3 °'a � o ° N o _ co-- Q c T ° a` a3µ) ° o W e C cl N V O N U c° o• C Oo .L.+ V N T O ° 9 N O -O V 7 °� ° �".> o C O o E�°0'3-aQ)1EcaE = O o ° c o U O ~ O_ O U T N Z L N 'ID �Oco .LNO - O > N O aLj '3 �' 7 w oo Na �J o ° N N J O ° L N N o +. C C C �, O N fOA N T«« a° ° o� 7'ULLL+ °L U U L Ol E c "° 2, CJ Q Q Q yL.+ Z O E d d °U ° d O CV M J [� M Lf'> CDO CV CDM J CJ � U O w LO ' 10100 Ci) O U N ~ N — m ca Q � caN O m' z ° �IU Cc O '�0 �� Q���o �co 00 0 00 LO G3 � CV o, 00 M N 00 Q o c� I r L_ I C Z LU W> 00 L.L r n V! W o 00 00 > Z �' z �' _ Q z � o Z I W LL]I'I c"i Z Lu 0 CD U) C) (n W REVISIONS N0. DATE BY 0 0 0 0 6 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 04/01 /2021 CAD FILE: 21-022 AO.x JOB NUMBER: 21-022 CHECKED: DRAWN: TP STATUS: PERMIT DOCUMENTS ICC A117.1-2009 GENERAL CODE DETAILS FLOORING TRANSITION DETAILS SCALE: NTS THRESHOLDS SCALE: 6" = 1'-O" ICC/ANSI SECTION 302 & 303 RECEIVED Apr 05 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AO.3 KEY NOTES REQ'D. CODE PLAN SCALE: 1 /4" = 1'-0" 1❑ GC TO PROVIDE 7x5 INCH VINYL SIGNAGE (STICKER) ON INSIDE FACE OF DOOR THAT READS: "NOTICE, THIS IS NOT AN EXIT". (ONE-33326 BY COMPLIANCESIGNS.COM). PROVIDE SAME SIZE SIGNAGE "NOTICE, THIS IS NOT AN ENTRANCE" ON OUTSIDE FACE (ONE-6110). 7 ADA CODE COMPLIANT RESTROOM SIGNAGE. SEE DETAIL 4/0.2. ❑3 ADA CODE COMPLIANT TACTILE EXIT SIGNAGE. SEE DETAIL 12/A0.2. ❑4 ADA TRANSACTION COUNTER AT 34" AFF PER ICC/ANSI A117.1-2009 SECTION 904.3.1. �5 ADA SINK COUNTER AT 34" AFF PER ICC/ANSI A117.1-2009 SECTION 606.3. BUILDING CODE SUMMARY BUILDING CODE: OCCUPANCY CLASSIFICATION TYPE: BUILDING CONSTRUCTION TYPE: SPRINKLERED: FIRE ALARM SYSTEM: 2018 IBC WITH STATE AMENDMENTS, CH. 51-50 WAC GROUP B (BUSINESS) 1A YES NO N/A PARKING DATA PARKING DATA: NO CHANGE TO PARKING PLUMBING FIXTURE CALCS PLUMBING FIXTURE CALCULATIONS: PER IBC CHAPTER 29 WA STATE AMENDMENTS TABLE 2902.1 REQUIREMENTS: OCCUPANCY LOAD: OCCUPANCY CLASSIFICATION B = 1 PER 25 OCCUPANTS CALCULATING TOTAL OCCUPANTS BASED ON SINGLE BUSINESS OLF OF 150 IN 2,120 GROSS SF TENANT SPACE = 2,120/150 = 14.13 N 15 TOTAL OCCUPANTS. WATER CLOSETS LAVATORIES MEN/ MEN/ DRINKING WOMEN WOMEN FOUNTAIN 1 PER 25 FOR THE FIRST 50 1 PER 40 FOR THE FIRST 80 1 PER FIRST 150 CALCULATION AND 1 PER 50 FOR THE AND 1 PER 80 FOR THE AND 1 PER 500 FOR REMAINDER REMAINDER THE REMAINDER REQUIRED FIXTURES 1 1 N/A PROVIDED FIXTURES 1 1 1 - * TOILET ROOMS (2902.2 SEPARATE FACILITIES): SEPARATE FACILITIES NOT REQUIRED WHEN TOTAL OCCUPANT LOAD IS 15 OR FEWER (INCLUDING BOTH EMPLOYEES AND CUSTOMERS); OR WHEN GENDER -NEUTRAL FACILITIES ARE PROVIDED IN ACCORDANCE WITH SECTION 2902.2.2. ** DRINKING FOUNTAIN (2902.5.1 DRINKING FOUNTAIN NUMBER): DRINKING FOUNTAIN NOT REQUIRED FOR OCCUPANT LOAD OF 30 OR FEWER. EGRESS DATA & OCC LOAD OCCUPANT LOAD SUMMARY: OCCUPANCY CLASS SO. FT. OCCUPANTS FIRST FLOOR: BUSINESS AREAS 2,120 G.S.F. / 150 = 14.13 15 TOTAL OCCUPANTS: 15 **EGRESS CALCULATIONS PER IBC TABLE 1004.1.2 TOTAL OCCUPANTS = 15 NUMBER OF EXITS REQUIRED PER IBC TABLE 1006.3.2: NUMBER OF EXITS PROVIDED: TRAVEL DISTANCE REQUIREMENTS: EGRESS TRAVEL DISTANCE (WITH SPRINKLERS) _ < 300' PER IBC TABLE 1017.2 COMMON PATH OF TRAVEL (WITH SPRINKLERS) _ < 100' PER IBC 1006.2.1 EGRESS LEGEND EGRESS PATH & TRAVEL DISTANCE ALONG INDICATED PATH FIRE EXTINGUISHER LOCATION FE ® EXIT PATH SIGNAGE LOCATION EX EXIT DOOR LOCATION 1-HR FIRE RATED WALL PER PLAN L.+ O OLL O a) D E O T O, N O O N 0) T� 0 a)� ` o Qo ° o E iu o °� a •.°' 0 a— > HFcocoV) 1,21-c022occ Q p a3a 2'66N c-° a -0- oC C a) O O O EU C O a) •L — p L E N 2 C° > 3 _p — � � � _ N O O C O O U 7 0 o� N E> o O 'o U T •3�• a)L C QE O O C •C C �, O +• O O -o N o a.E a°i c a)Z ino O >iE > EoaU o a) a) y0+ J o w _,_ 0 o a a -00 o- m o N o o E N E O Ccc _O aN C 0 o �00L-T �= = i_0O� O O N t az U o 0 T 3Q E aa° o a E� 00 L0 C'i O O U d U O W � C 00 00 U . (1) .� U — -- � N U w Q M co co co c U X O � a c CD �o �I Q o �p E= m Q a� Lo � � o 00 c- 00oo O � ILo N 00 co 00 0 U Z U♦ W L I C� Z W " (-)O ry r n VJ n W ~ C:) Q CV 00 00 > Z Q Q < z z 0/� L Z 0o � I W ��5 o U) 0 cn w REVISIONS N0. DATE BY Al 0 0 0 0 A ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"06" SCALE: AS NOTED PLOT DATE: 04/01 /2021 CAD FILE: 21-022 AO.4 JOB NUMBER: 21-022 CHECKED: DRAWN: TP STATUS: PERMIT DOCUMENTS CODE PLAN AND CODE SUMMARY RECEIVE Apr 05 2021 DEPARTMENT A004 DENTAL EQUIPMENT NOTES KEY NOTES N 13'-9 112" FLOOR PLAN SCALE: 1 /4" = V-0" 11'-8 1 /9" 8'-3 1 /4" W-i n" 15-1 1 /4" 1. GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL COORDINATE EXACT LOCATIONS AND ALL INSTALLATION REQUIREMENTS (INCLUDING, BUT NOT LIMITED TO MECHANICAL, ELECTRICAL, PLUMBING AND LOW VOLTAGE) FOR ALL �2 DENTAL EQUIPMENT WITH CLIENT, EQUIPMENT SPECIALIST AND LOW VOLTAGE SPECIALIST. �3 2. EQUIPMENT SPECIALIST TO PROVIDE TEMPLATES FOR LOCATIONS OF ALL STUB -OUTS AND BLOCKING POINTS. 3. X-RAY AND DIGITAL IMAGING UNITS TYPICALLY REQUIRE WALL BLOCKING TO WITHSTAND 1500# TORQUE. VERIFY BLOCKING REQUIREMENTS AND LOCATIONS WITH EQUIPMENT SPECIALIST. APPROXIMATE EQUIPMENT WEIGHTS: VACUUM: 180-275 LB COMPRESSOR: 150-200 LB DIGITAL IMAGING UNIT: 400 LB / FLOOR PLATE: 250 LB 4. GENERAL CONTRACTOR TO VERIFY LEAD LINED WALL REQUIREMENTS AT IMAGING ROOM WITH CLIENT AND EQUIPMENT SPECIALIST. 5. PROVIDE IN -WALL BLOCKING FOR LEAD APRON HOLDERS IN IMAGING ROOM AND OPERATORIES. 6. UTILITY ROOM TO BE SOUNDPROOFED PER PLAN. SEE GENERAL DOOR NOTES AND FINISH PLAN FOR REQUIREMENTS. 7. DESIGNER IS NOT RESPONSIBLE FOR VENTILATION REQUIREMENTS OF MEDICAL EQUIPMENT. VERIFY VENTILATION REQUIREMENTS WITH DOCTOR AND EQUIPMENT SPECIALIST. 8. PROVIDE NECESSARY CONDUIT BETWEEN ALL DENTAL EQUIPMENT AND CABINETRY AS REQUIRED. VERIFY CONDUIT SIZE AND LOCATIONS WITH EQUIPMENT SPECIALIST AND LOW VOLTAGE SPECIALIST. 9. MED GAS CLOSET MUST MUST BE 1-HOUR RATED CONSTRUCTION AND MEET VENTING REQUIREMENTS FOR ALL CURRENT CODES AND REGULATIONS. VERIFY REQUIREMENTS WITH DENTAL EQUIPMENT SPECIALIST AND GAS SUPPLIER. MED GAS SYSTEM REQUIRES THIRD PARTY VERIFICATION. 10. ALL NITROUS OXIDE AND OXYGEN TANKS TO BE SECURELY ATTACHED TO WALL. PROVIDE WALL BLOCKING AS REQUIRED. FURR OUT COLUMN WITH 7/8" HAT CHANNEL AND 5/8" GWB, TYP. ; � �11:�K�AIP I � � ICI; ►J i Cal; I:1 �111:Ly GC TO PROVIDE 7x5 INCH VINYL SIGNAGE (STICKER) ON INSIDE FACE OF ' DOOR THAT READS: "NOTICE, THIS IS NOT AN EXIT". (ONE-33326 BY COMPLIANCESIGNS.COM). PROVIDE SAME SIZE SIGNAGE "NOTICE, THIS IS NOT AN ENTRANCE" ON OUTSIDE FACE (ONE-6110). PLAN NOTES A. DO NOT SCALE DWGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. B. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED. C. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GWB TO FINISH FACE OF GWB UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED 'CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES. U.O.N. D. DIMENSIONS MARKED i MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMENSION, U.O.N. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. SECURE ARCHITECT'S APPROVAL. E. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION. F. REFER TO SHEET AO.1 FOR ADDITIONAL NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS, AND SCHEDULES. G. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB, U.O.N. H. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. I. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. J. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. K. REFER TO MILLWORK SHOP DWGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALL/MILLWORK CONDITIONS. L. ALL EXISTING AND NEW FLOOR PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. M. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON-COMBUSTIBLE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-0" HT. ALL CONCEALED LUMBER & BLOCKING TO BE FIRE TREATED. N. GC TO PROVIDE SHOP DRAWINGS FOR ALL CUSTOM CASEWORK. 0. GC TO PROVIDE OPAQUE FROSTED VINYL TO THE INSIDE FACE OF STOREFRONT UPPER CLERESTORY WINDOWS THROUGHOUT. WALL LEGEND SHADED WALLS INDICATE NEW WORK: NEW FULL HEIGHT NON -LOAD BEARING PARTITION WALL. ALL PARTITIONS TO BE TYPE "1" UNLESS OTHERWISE NOTED. 1 2 SEE DEALS ON SHEET A9.1 FOR MORE INFORMATION. NEW 1-HR FIRE RATED NON -LOAD BEARING PARTITION WALL. SEE DETAIL 10/A9.1 FOR MORE INFORMATION. 3 NEW PARTIAL HEIGHT PARTITION WITH TEMPERED GLASS PANEL. SEE DETAIL 11/A9.1 FOR MORE INFORMATION. 4 NEW AND/OR REVISED DOOR. REFER TO KEYS ON PLAN AND SEE DOOR mar SCHEDULE ON SHEET A7.1. DOORS THAT ARE NOT DIMENSIONED ARE TO 100A BE LOCATED A MINIMUM 4" FROM ADJACENT PERPENDICULAR WALL FINISH. EXISTING CONSTRUCTION TO REMAIN. NEW CABINETRY PER PLAN N20 NITROUS OXIDE & OXYGEN LINES (UNDER SEPARATE PERMIT / FOR REFERENCE ONLY) LEGEND NOTES: �f"VE 1. PROVIDE WATER RESISTANT GWB IN ALL WET AREAS, AND BLOCKING BEH D 2. REFER TO 3/A9.1 FOR TYPICAL MOUNTING HEIGHTS. Apr 05 2021 U Imo V oio�cca>a�OwO L f.+ J U O T N N O_~ •� .� E O 7 E •� 0 o E 0 0-° o a E. �T �oN� c,0.0- �N EO0`L HEO Q .� c T U 0 'o ` a 3 µ; O � E C N O O O U E 0 0 •L - O L o E N 2 .' N O O E o O U 7 N O0 o2-E�'o O 'o U T •3-0 OL a)QE N E OU O O_" •- O O E E E - O- O O HN 020 eO JO Z ON3" O >O v.O.+ L c\j E w oa.°a'U N OC\j a)Eo �—c r0N _ NNSOU _,.+ OO Oa OO"' ENO N U o E N E O U^U N N N U O N U O E E E �, O 0 /A w L c Q2 2U 16 -r"oL O a Lt OL U -O U `Ea0oaQaafA [� 00 0 O U d U rn W C 00 00 <••) ..� [~ �^� U o ~ cL N o � iJ � � � o ca co c U o x a LL. z� N � I d 0 o CD coo >_:a >)�� o Q a)U, 0:�00 o 04 oo Lo � I N c 00 o U L.L Z V! W L� I C Z W " (-)O 0. rn VJ n W L r00 j C:) d Z Q < 3: Qz Z �oz I W wiz co U) �cn w REVISIONS NO. DATE BY Al 0 0 0 0 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"06" SCALE: AS NOTED PLOT DATE: 04/01 /2021 CAD FILE: 21-022 A2.1 JOB NUMBER: 21-022 CHECKED: DRAWN: AJ STATUS: PERMIT DOCUMENTS FLOOR PLAN A201 DEPARTMENT L REFLECTED CEILING PLAN SCALE: 1 /4" = 1'-0" LIGHTING LEGEND WALL SWITCH (+46" TO CENTER LINE) TYPICAL FACEPLATE THROUGHOUT: ROCKER / DECORA STYLE IN WHITE FNIISH (U.O.N.) 1❑ WALL SWITCH WITH MANUAL -ON OCCUPANCY MOTION SENSOR (+46" TO CENTER LINE) _u)_o EXCEPTION: FULL AUTOMATIC -ON CONTROLS SHALL BE PERMITTED TO CONTROL LIGHTING IN RESTROOMS AND AREAS WHERE MANUAL -ON OPERATION WOULD ENDANGER THE SAFETY OR SECURITY OF THE ROOM OR BUILDING OCCUPANTS. (WSEC C405.2.1.1) 0 1 CEILING MOUNTED OCCUPANCY MOTION SENSOR -!)'- I WALL SWITCH WITH DIMMER (+46" TO CENTER LINE) ENVISION: 2X2 LED CENTER BASKET DIRECT/INDIRECT TROFFER PRODUCT NUMBER: LED-CBT-2X2-PC-CCT-HL-90+CRI LAMPING: 35 WATTS - 4550 LUMENS - 90+ CRI COLOR TEMPERATURE: 5000K IN STERILIZATION 3500K IN ALL OTHER AREAS CONTACT: MATT CARLTON @ MRTC SALES 206.595.0716 ENVISION: 2X4 LED CENTER BASKET DIRECT/INDIRECT TROFFER PRODUCT NUMBER: LED-CBT-2X4-PC-CCT-HL-90+CRI LAMPING: 50 WATTS - 6500 LUMENS - 90 CRI COLOR TEMPERATURE: 5000K IN TX ROOMS & STERILIZATION 3500K IN ALL OTHER AREAS CONTACT: MATT CARLTON @ MRTC SALES 206.595.0716 NORA LIGHTING: 6" LED MARQUISE II RECESSED DOWNLIGHT REFLECTOR PRODUCT NUMBER: NRM2-611-L15-35-M-HZW R1 HOUSING: NHMICD2-615 (6" IC DOUBLE WALL) LAMPING: 18 WATTS - 1500 LUMENS - 3500K COLOR TEMPERATURE - 90+ CRI FINISH: HZW - HAZE REFLECTOR / WHITE FLANGE CONTACT: MATT CARLTON @ MRTC SALES 206.595.0716 NORA LIGHTING: 6" LED MARQUISE II RECESSED ADJUSTABLE REFLECTOR PRODUCT NUMBER: NRM2-614-L15-35-M-HZW R2 HOUSING: NHMICD2-615 (6" IC DOUBLE WALL) LAMPING: 18 WATTS - 1500 LUMENS - 3500K COLOR TEMPERATURE - 90+ CRI FINISH: HZW - HAZE REFLECTOR / WHITE FLANGE CONTACT: MATT CARLTON @ MRTC SALES 206.595.0716 NORA LIGHTING: 2" LED IOLITE RECESSED DOWNLIGHT REFLECTOR PRODUCT NUMBER: NIOB-2RNDC-35X-HW/10 R3 HOUSING: NHIOICD-28 LAMPING: 14 WATTS - 1000 LUMENS - 3500K COLOR TEMPERATURE - 90+ CRI HW - HAZE REFLECTOR / WHITE FLANGE CONTACT: MATT CARLTON @ MRTC SALES 206.595.0716 NORA LIGHTING: 4" LED IOLITE RECESSED DOWNLIGHT REFLECTOR PRODUCT NUMBER: NIO-4RNDC-35X--HW/10 R4 HOUSING PRODUCT NUMBER: NHIOICD-48 LAMPING: 14 WATTS - 1000 LUMENS - 3500K COLOR TEMPERATURE - 90+ CRI HW - HAZE REFLECTOR / WHITE FLANGE CONTACT: MATT CARLTON @ MRTC SALES 206.595.0716 RECESSED LINEAR LED PRODUCT NUMBER: TBD LAMPING: 50 WATT MAX - 5000 LUMENS± - 3500K COLOR TEMPERATURE FINISH: WHITE NORA LIGHTING: LEDUR TUNABLE WHITE LED EDGE -LIT UNDER CABINET LIGHT PRODUCT NUMBERS: NUDTW-88-LENGTH/WH (TUNABLE TO 270OK, 3000K, 3500K) PRODUCT NUMBER: NUDTW-88-LENGTH/345/WH (TUNABLE TO 3000K, 4000K, 5000K) COLOR TEMPERATURE: 5000K IN STERILIZATION / 3500K IN ALL OTHER AREAS FINISH: WHITE PROVIDE APPLICABLE JUMPER CABLES IF NECESSARY. I ITASK LIGHTING IS EXEMPT FROM LIGHTING CALCULATIONS IN STERILIZATION PER WSEC #C405.4.1 #2.1. LED WALL SCONCE W1 PRODUCT NUMBER: TBD LAMPING: 35W MAX - LUMENS TBD - COLOR TEMPERATURE TBD MOBERN LIGHTING: MULTI -PURPOSE BRACKET WALL MOUNT (OR SIMILAR) PRODUCT NUMBER: 155-48-LED-30-WH-40 LAMPING: 30 WATTS - 4065 LUMENS - 4000K COLOR TEMPERATURE CONTACT: MATT CARLTON @ MRTC SALES 206.595.0716 GM LIGHTING: LTR-S PROFESSIONAL SERIES RGBW LED TAPE LIGHT PRODUCT NUMBER: LTR-S-24V-6.OW-RGBW-16 - - WATTAGE: 6W/FOOT PROVIDE NECESSARY POWER SUPPLIES AND ACCESSORIES, INCLUDING CONTROLLER. CONTACT: MATT CARLTON @ MRTC SALES 206.595.0716 CEILING MOUNTED TV (BY OTHERS) INCLUDE DUPLEX & CAT-5E DATA PORT PROVIDE NECESSARY SUPPORT ABOVE CEILING GRID. VERIFY REQUIREMENTS & LOCATION W/EQUIPMENT & LOW VOLTAGE SPECIALISTS. EXITRONIX: SR900 SERIES UNIVERSAL LED EDGE -LIT EXIT SIGN MOUNTING: RECESSED - R (VERIFY ON SITE) ® PANEL COLOR: GC - GREEN LETTERS WITH CLEAR PANEL FINISH: AG - BRUSHED ALUMINUM (GREY ENDCAPS) OUTPUT POWER: 4W LED INSTALL WITH REQUIRED BACK-UP BATTERY PER CODE DUAL LITE: ARCHITECTURAL LED EGRESS LIGHT (CEILING MOUNTED) PRODUCT NUMBER: EV2 ELECTRICIAN TO LOCATE & PROVIDE QUANTITY OF FIXTURES PER CODE NUTONE: ULTRA SILENT SERIES EXHAUST FAN #QTXEN110 F 110 VENT TO EXTERIOR (LOCATION: RESTROOMS) NUTONE: ULTRA SILENT SERIES EXHAUST FAN #QTXEN150 VENT TO EXTERIOR X1 50 (LOCATION: STAFF LOUNGE, STERILIZATION) EXHAUST FAN (VERIFY CFM) ON AUTOMATIC THERMOSTAT SET TO 80' �UTL VENT TO EXTERIOR / VERIFY REQ WITH EQUIPMENT SPECIALIST (LOCATION: UTILITY ROOM) 150 CFM (VFY) EXHAUST FAN ON AUTOMATIC THERMOSTAT SET TO 70' XLAN VENT TO EXTERIOR / VERIFY REQ WITH LOW VOLTAGE SPECIALIST (LOCATION: LAN CLOSET) PROVIDE EXHAUST FAN FOR MED GAS / N20 CLOSET PER CODE XN20 VENT TO EXTERIOR / VERIFY WITH MEDICAL GAS SUPPLIER (LOCATION: MED GAS/N20 CLOSET) O SPRINKLER (BIDDER DESIGN) (LOCATION: MED GAS/N20 CLOSET) KEY NOTES EXHAUST FAN AND VENTING. VERIFY ROUTE AND VENTING REQUIREMENTS WITH EQUIPMENT SPECIALIST. SEE DETAIL 11/A9.2. CEILING NOTES A. COORDINATE ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON DRAWINGS. B. VERIFY FIELD CONDITIONS AND LOCATIONS OF EXISTING PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ALL OTHER RELATED ITEMS PRIOR TO FRAMING FOR LIGHTS. INSTALL NEW MECHANICAL, ELECTRICAL AND PLUMBING ELEMENTS SO AS TO NOT CONFLICT WITH NEW FIXTURES. ANY DISCREPANCIES BETWEEN CEILING GRID LOCATION & ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE DESIGNER PRIOR TO FRAMING. C. ALL INFORMATION CONCERNING INSTALLATION OF VARIOUS ABOVE -CEILING ELEMENTS TO BE DESIGN BUILD WITH DOCUMENTATION BY OTHERS (UNDER SEPARATE PERMIT). D. IN THE EVENT OF DISCREPANCIES ON THE REFLECTED CEILING PLAN, IMMEDIATELY NOTIFY THE DESIGNER IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH WORK. E. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.O.N. F. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED. G. LIGHT FIXTURES, NEW SPRINKLERS AND OTHER CEILING ELEMENTS SHALL BE CENTERED IN THE 2'X2' SECTION OF INDIVIDUAL CEILING TILES U.O.N. (EXISTING SPRINKLERS TO REMAIN UNLESS CONFLICT WITH NEW ELEMENTS). H. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED GYPSUM BOARD OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. I. INSTALL NEW LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, ETC. TO AVOID FIXTURE SOILING OR DAMAGE. J. PROVIDE AND INSTALL EXIT SIGNS, HORNS, AND EMERGENCY EGRESS LIGHTING THROUGHOUT AREA OF WORK TO COMPLY WITH ALL CURRENT CODES AND REGULATIONS, INCLUDING IBC SECTION 1008 (MEANS OF EGRESS ILLUMINATION). CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THIS SYSTEM AND WILL PROVIDE FULL COMPLIANCE TO TENANT SPACE. EXIT SIGN AND EGRESS LIGHTING LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. THE PATH OF EGRESS SHALL BE ILLUMINATED AT ALL TIMES THE SPACE IS OCCUPIED WITH AN ILLUMINATION LEVEL NOT LESS THAN 1 FOOT-CANDLE (11 LUX) AT THE WALKING SURFACE. K. ALL SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC/IBC OR SUPERSEDING CODE. ALL FIRE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IME/IBC OR SUPERSEDING CODE. L. CLOTHES DRYER TO BE VENTED TO EXTERIOR PER CODE. M. ALL SWITCHES AND DIMMERS SHALL BE LOCATED 46" ABOVE FINISHED FLOOR TO CENTER OF SWITCH U.O.N. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER AND FINISHED WITH ONE COVER PLATE U.O.N. N. ALL LIGHTING, LIGHTING CONTROLS, AND DAYLIGHT ZONES TO COMPLY WITH THE CURRENT WASHINGTON STATE ENERGY CODE. 0. WHEN APPLICABLE, PROVIDE AND INSTALL OCCUPANCY SENSORS WITH WALL MOUNTED MANUAL SWITCHES CAPABLE OF AUTOMATICALLY TURNING OFF ALL THE LIGHTS IN AN AREA NO MORE THAN 20 MINUTES AFTER THE AREA HAS BEEN VACATED. SEE RCP FOR OCCUPANCY SENSOR LOCATIONS. SENSORS IN OBSTRUCTED AREAS TO UTILIZE DUAL TECHNOLOGY (PIR & ULTRASONIC/ MICROPHONICS DETECTION), SIMILAR TO SENSORSWITCH #WSD PDT. P. AUTOMATIC DAYLIGHT SENSING CONTROLS SHALL BE CAPABLE OF REDUCING THE LIGHT OUTPUT OF THE CONTROLLED LUMINAIRES WHILE MAINTAINING A UNIFORM LEVEL OF ILLUMINANCE BY CONTINUOUS DIMMING TO AT LEAST 15% LIGHT OUTPUT. Q. DAYLIGHT ZONES SHALL BE DESIGNED SUCH THAT LIGHTS IN THE DAYLIGHT ZONE ARE CONTROLLED INDEPENDENTLY OF GENERAL LIGHTING IN ACCORDANCE WITH WSEC SECTION 405.2.4.1. REFERENCE WSEC SECTION C103.2. R. AUTOMATIC DAYLIGHT SENSING CONTROLS SHALL INCORPORATE TIME -DELAY CIRCUITS TO PREVENT CYCLING OF LIGHT LEVEL CHANGES OF LESS THAN THREE MINUTES. S. DAYLIGHT RESPONSIVE CONTROLS SHALL BE CONFIGURED TO COMPLETELY SHUT OFF ALL CONTROLLED LIGHTS IN THAT ZONE. EXCEPTIONS: SPACES WHERE PATIENT CARE IS DIRECTLY PROVIDED (WSEC SECTION C405.2.4 EXCEPTION #1). T. INSTALL TIME SWITCH CONTROLS PER C405.2.2. N. SUBMIT LIGHTING SCHEDULE TO DESIGNER FOR APPROVAL. SUBMIT GRILLE, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO DESIGNER FOR REVIEW AT LEAST TWO WEEKS PRIOR TO INSTALLATION. CEILING LEGEND +X'-X" A.F.F. CEILING TYPE CEILING HEIGHT FROM FINISHED FLOOR P-X CEILING FINISH (SEE FINISH SCHEDULE - TBD) 2X2 SUSPENDED T-BAR GRID CEILING FACE PROFILE: 15/16 INCH ACOUSTICAL TILES (ACT): ARMSTRONG DUNE EDGE: ANGLED TEGULAR SEE DETAILS ON SHEET A9.2. SUSPENDED GWB CEILING, SEE DETAIL 9/A9.2. DOOR HEADER (SEE DOOR SCHEDULE FOR HEIGHTS) GWB SOFFIT, HEIGHT PER RCP. SEE DETAIL 7/A9.2. CANTILEVERED GWB SOFFIT, HEIGHT PER RCP. SEE DETAIL 8/A9.2. U a�°o-o�iw:ccoa�a��o N N D O U1 -° ° E O N�O N C N O N rn O a N i O Q O ° �O E w C a N E (NI1 °-rt1 3 d� �N O �cN 0~ O ° Q �c T � -o C N O O U U Q° N'ti OL O°U.N > N O O fn J c O0) O O E E>u°3°o°�rca+ °O O a N 0 a° �ZL N� E o N -° OJ O U `o oa-, o° c N 0 E ENE ° E , C C C 1- p N o o 2 C o 0-LMEs CD- o°°> U U° U U U L ff/ L C a L U QQQ«Z o 5 i 3Q E 0-0-0 o 0- CD N M 00 cn o U o J N O M U m U d U a W o C pop co o 00 E~ _�5) � _ o ~ - L N U) c Q U ca M o o o �ILL o o co E U L O Q � � � oN 00 0 O Lo t � N M Q, T 00 M N 00 I- o Z v/ LU C Z LU W > C) O ry rn W Qo 00 00 > Z�' z �' Z z 2Nc/ p o T- p I I II W W coj2i Z 1 I , 0 Lu REVISIONS NO. DATE BY A A A A A A ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 04/01 /2021 CAD FILE: 21-022_A2.2 JOB NUMBER: 21-022 CHECKED: DRAWN: AJ, TP STATUS: PERMIT DOCUMENTS REFLECTED CEILING PLAN ELECTRICAL CIRCUIT RECEIVE Apr 05 2021 DEPARTMENT A202 DOOR SCHEDULE LOCATION DOORE TRIM HARDWARE GROUP REMARKS/ACCESSORIES NO TYPE 100-VESTIBULE 100A PR: 3'-0" X 7'-0" X 1-3/4" EXIST EXIST EXISTING VERIFY RE -KEYING WITH CLIENT 101-WAITING 101A 3'-0" X 7'-0" X 1-3/4" DO 01 PASSAGE SPRING HINGE, CONCEALED STOP 105-CONSULT 105A 3'-0" X 7'-0" X 1-3/4" © T1 PASSAGE FLOOR STOP, DOOR BOTTOM #1, SOUND SEAL, VERIFY FROSTED VINYL WITH CLIENT (NOT IN SCOPE) 106-RESTROOM 106A 3'-0" X 7'-0" X 1-3/4" PRIVACY STANDARD (PULL SIDE) CLOSER, CONCEALED STOP, DOOR BOTTOM #1, SOUND SEAL 108-UTILITY 108A 3'-0" X 7'-0" X 1-3/4" PASSAGE CONCEALED HOLD OPEN, SEE GENERAL DOOR NOTE #15 109-OPEN BAY 109A PR: 2'-2" X 7'-0" X 1-3/4" AO BYPASS VERIFY DOOR SLAB SIZE 110-STAFF 110A 3'-0" X 7'-0" X 1-3/4" AO 01 PASSAGE STANDARD (PULL SIDE) CLOSER, CONCEALED STOP 110-STAFF 110E 3'-0" X 7'-0" X 1-3/4" EXIST EXIST EXISTING VERIFY RE -KEYING WITH CLIENT 111-MED/GAS 111A 3'-0" X 7'-0" X 1-3/4" EXIST EXIST EXISTING VERIFY RE -KEYING WITH CLIENT, 1 HR RATED ASSEMBLY (VERIFY EXISTING MEETS REQUIREMENTS) 112-INFANT RM 112A 3'-0" X 7'-0" X 1-3/4" © 01 PASSAGE FLOOR STOP, DOOR BOTTOM #1, SOUND SEAL 113-STERILIZATION 113A PR: 3'-0" X 7'-0" X 1-3/4" EXIST EXIST EXISTING (TO BE REMOVED) DOOR HANDLES TO BE REMOVED AND DOOR TO REMAIN LOCKED AT ALL TIMES. REFER TO CODE PLAN FOR SIGNAGE. 114-PRIVATE OFFICE 114A 3'-0" X 7'-0" X 1-3/4" © 01 LOCKSET FLOOR STOP, DOOR BOTTOM #1, SOUND SEAL 115-PRIVATE RR 115A 2'-1" X 7'-0" X 1-3/4" AO c1 POCKET 116-TX HALL 116A 3'-0" X 7'-0" X 1-3/4" AO �1 PUSH PULL STANDARD (PULL SIDE) CLOSER, DOOR BOTTOM #2, SOUND SEAL, CONCEALED HOLD OPEN 116-TX HALL 116E PR: 1'-5" X 7'-0" X 1-3/4" AO �1 BI-FOLD VERIFY DOOR SLAB SIZES 117-TX ROOM #1 117A 3'-0" X 7'-0" X 1-3/4" PASSAGE DOOR BOTTOM #1, SOUND SEAL, CONCEALED STOP 118-POST OP 118A 3'-0" X 7'-0" X 1-3/4" PASSAGE PARALLEL (PUSH SIDE) CLOSER WITH STOP ARM ACCESSORY, DOOR BOTTOM #1, SOUND SEAL 119-TX ROOM #2 119A 3'-0" X 7'-0" X 1-3/4" PASSAGE DOOR BOTTOM #1, SOUND SEAL, CONCEALED STOP DOOR HARDWARE SCHEDULE HARDWARE GROUP SPECIFICATION LOCKSET SARGENT STUDIO COLLECTION: ADA COMPLIANT LEVER STYLE: ADVENTURA #MI FUNCTION: ENTRANCE LOCK, FINISH: 26D SATIN CHROME PASSAGE SARGENT STUDIO COLLECTION: ADA COMPLIANT LEVER STYLE: ADVENTURA #MI FUNCTION: PASSAGE LATCH, FINISH: 26D SATIN CHROME SARGENT STUDIO COLLECTION: ADA COMPLIANT LEVER STYLE: ADVENTURA #MI PRIVACY FUNCTION: PRIVACY LOCK WITH OCCUPIED INDICATOR #67, INSTALL WITH ADA COMPLIANT THUMB TURN FINISH: 626 SATIN CHROME POCKET COMMERCIAL POCKET DOOR HARDWARE, RECESSED FINGER PULL FINISH: 626 SATIN CHROME BYPASS COMMERCIAL GRADE BYPASS HARDWARE WITH ROUND FLUSH PULL, FINISH: 26D SATIN CHROME BIFOLD COMMERCIAL GRADE BIFOLD HARDWARE WITH ROUND KNOBS, FINISH: 26D SATIN CHROME PUSH PULL ADA COMPLIANT PUSH PLATE AND PULL PLATE (VERIFY SPEC WITH CLIENT) FINISH: 26D SATIN CHROME ACCESSORY SPECIFICATION CLOSER SARGENT: 1431 SERIES POWERGLIDE CLOSER (OR EQUAL) PROVIDE STOP ARM ACCESSORY & HOLD OPEN FEATURE AS INDICATED ON DOOR SCHEDULE CONCEALED OVERHEAD STOP GLYNN-JOHNSON: CONCEALED OVERHEAD DOOR STOP #100S (OR EQUAL) FINISH: US32D SATIN STAINLESS STEEL CONCEALED OVERHEAD HOLD OPEN GLYNN-JOHNSON: CONCEALED OVERHEAD HOLD OPEN #100H (OR EQUAL) FINISH: US32D SATIN STAINLESS STEEL DOOR BOTTOM #1 PEMKO: FULL -MORTISE AUTOMATIC DOOR BOTTOM #411ARL (OR EQUAL) DOOR BOTTOM #2 PEMKO: DOOR BOTTOM SWEEP #90062NB (OR EQUAL) SOUND SEAL PEMKO: ADHESIVE -BACKED FIRE/SMOKE GASKETING #S88 (OR EQUAL), FINISH: TBD SPRING HINGES HEAVY DUTY SPRING HINGES GENERAL DOOR HARDWARE NOTES 1. PROVIDE STANDARD WEIGHT COMMERCIAL DOOR HINGES. 2. ALL DOORS WITH CLOSERS TO HAVE BALL BEARING HINGES. ALL CLOSERS TO BE LOCATED ON INTERIOR OF SPECIFIED ROOM, U.O.N. 3. PROVIDE ALL NECESSARY ITEMS FOR DOORS, INLCUDING: BUTTS, LATCH & LOCKSETS, CLOSERS, DOOR STOPS AND HOLDERS, KICK PLATES, DOOR SILENCERS, THRESHOLDS, SMOKE GASKET AND WEATHER STRIPPING. SEE DOOR SCHEDULE "REMARKS/ACCESSORIES" COLUMN. 4. ALTERNATE MANUFACTURERS MAY BE SELECTED WITH DESIGNER'S APPROVAL. 5. GC TO VERIFY THAT ALL (E) HARDWARE TO REMAIN IS IN GOOD WORKING ORDER, AND MEETS TENANT SPECIFIC REQUIREMENTS. 6. ALL DOOR HARDWARE TO COMPLY WITH ADA CODE REQUIREMENTS. 7. ALL FINISHES TO BE SATIN CHROME OR SATIN STAINLESS STEEL, U.O.N. 8. REFER TO FLOOR PLAN FOR DOOR HANDLING AND SWING. GENERAL WINDOW NOTES A. LOCATIONS OF SAFETY GLAZING: OPENINGS WITH A VERTICAL EDGE WITHIN 24" OF A DOOR OPENING AND THE BOTTOM EDGE BELOW 60" A.F.F., AND; OPENINGS MEETING ALL OF THE FOLLOWING: 1. BOTTOM EDGE LESS THAN 18" FROM FLOOR. 2. TOP EDGE GREATER THAN 36" ABOVE FLOOR. 3. GLASS AREA GREATER THAN 9 SQUARE FEET. 4. WALKING SURFACE WITHIN 36" OF THE GLASS UNIT. OTHER LOCATIONS AS REQUIRED BY THE IBC, AS REQUIRED FOR STRENGTH, OR AS RECOMMENDED BY THE GLASS MFR. SEE WINDOW TYPES FOR LOCATION OF TEMPERED SAFETY GLASS (SG). DOOR TYPES SCALE: N.T.S. PER SCHEDULE PER SCHEDULE PER SCHEDULE GENERAL DOOR NOTES 1. NEW SWING DOORS TO BE LOCATED 4" OFF ADJACENT PARTITIONS TO ALLOW FOR DOOR TRIM, U.O.N. 2. EXISTING STOREFRONT AND PAINTED DOORS TO REMAIN. NEW DOOR & TRIM FINISH TBD. 3. ALL DOORS AND DOOR HARDWARE TO COMPLY WITH ICC/ANSI - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES (ICC A117.1-2009) CH 4: ACCESSIBLE ROUTES - SECTION 404 AND 2018 IBC SECTION 1010.1.9. 4. FIRE -RATED DOORS AND FRAMES SHALL COMPLY WITH 2O18 IBC SECTION 716. 5. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. ALL LOCKING DOORS TO HAVE SINGLE-ACTION LEVER RELEASE / SELF -RELEASING DEAD BOLTS. 6. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS, CABINETS, PLUMBING FIXTURES AND STORAGE FACILITIES SHALL HAVE A LEVER OR OTHER SHAPE WHICH WILL PERMIT OPERATION BY WRIST OR ARM PRESSURE AND WHICH DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING TO OPERATE. 7. DOOR THRESHOLD SHALL NOT EXCEED 1/2" IN HEIGHT. 8. MAXIMUM DOOR OPENING PRESSURES ARE LIMITED TO 8.5 LBS AT EXTERIOR DOORS AND 5.0 LBS AT INTERIOR DOORS. 9. VERIFY ALL DOOR SWINGS, HARDWARE AND KEYING REQUIREMENTS. SUBMIT KEYING SCHEDULE AND HARDWARE SPECS FOR DESIGNER APPROVAL. 10. ACCESSIBLE RESTROOM SIGNAGE WITH TACTILE CHARACTERS TO BE LOCATED ON PUSH SIDE OF DOOR WITH CLOSER (UON) AND WITHOUT HOLD -OPEN DEVICE. TACTILE CHARACTER SHALL BE INSTALLED 48" - 60" ABOVE FINISHED FLOOR PER CODE. RESTROOM SIGNAGE SHALL COMPLY WITH IBC WA STATE AMENDMENTS, SECTION 1101.1.2.9 AND ICC/ANSI SECTION 703.6.3.1. 11. MAIN EXTERIOR DOOR OR DOORS TO HAVE A READILY VISIBLE DURABLE SIGN POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". THE SIGN SHALL BE IN LETTERS 1 INCH HIGH ON A CONTRASTING BACKGROUND. 12. DOORS IN THE PATH OF EGRESS CAN NOT BE LOCKED FROM SIDE OF TRAVEL OF EMERGENCY EGRESS. 13. FOR ALL POCKET DOORS, INSTALL BUMPER (ON TRACK IN WALL) TO STOP DOOR BEFORE HANDLE HITS THE JAMB WHEN DOOR IS RETRACTED. 14. ALL POCKET AND SLIDING DOORS TO HAVE A MINIMUM OF 32" OF CLEAR WIDTH. CLEAR WIDTH IS MEASURED BETWEEN THE SIDE EDGE OF THE DOOR AND THE OPPOSITE STOP. 15. ALL GLAZING IN DOORS AND RELITES TO BE TEMPERED SAFETY GLASS PER CODE. 16. UTILITY ROOM DOOR TO RECEIVE PEMKO #303AS SPLIT ASTRAGAL SOUND SEAL, PEMKO #18062CNB BRUSH SEAL AND PEMKO #151A SADDLE THRESHOLD (OR EQUAL). INSTALL DIRECT -APPLY ACOUSTICAL WALL PANELS/TILES TO BACK OF DOOR, FINISHED WITH METAL TRIM CAP. PER SCHEDULE WINDOW TYPES SCALE: N.T.S. WALL PER PLAN NOTE: REFER TO FLOOR PLAN FOR LOCATION. IMAGING VIEWING WINDOW, LEADED OR 1/2" TEMPERED SAFETY GLASS (SG) PER CODE _FIN. FLR. O © © O SMOOTH FLUSH SMOOTH SOLID CORE WITH SMOOTH SOLID CORE WITH SMOOTH FLUSH SOLID CORE SOLID CORE VISION PANEL (SG) GLASS PANEL (SG) WITH INTEGRATED TODDLER DOOR TRIM TYPES SCALE: N.T.S. PER SCHEDULL O PAINT GRADE (POPLAR) FIN_FLR* -1/2" TRIM WITH QUARE EDGES FIN. FLR. RECEIVE Apr 05 2021 U Omo V of oY�cca>a�OwO 11 Tw U 0 E O_+• fJ1 C O O 0 E O T 0v, � 0 0 Ul no-- UO • N � O N w L •yam-_, � �' � � � O C O - `� N �' O 7 � •� a°s `OapOoECD N a�3 v>0,: >Y0. a,--oc n N o c o o c c o DU ` a3µ; O o C O ON 2'EU 0 0 N •L � - O L o E E c > 3 �-o .' v o - N O O C p O U 7 N � O..+N 0�-E.-.+>O ��O 0 DUB T 3-0 a) �QE 0 E ° o a" ._ c\j O -o N o a.E 0 c °'Z�� w c O N O > > E o aU 3" _-c N N y00 x+ J SON _,.+ OO Oa OO"' CNO +� �" N U O E N E 0 �0, �E� r N N Oi ".' 2 C C p N 0 0 L 0 N o Oa O °L r _' �L a Lt O O TU U N•- U N U L N � C-0 t U aa`a` z o 3Q E aa° o 2-1 00 0 O U d ��� ) W � C 00 00 <••) .�� = N(5)o U) U) U N co a x-- M co c - U o X a � z LML.ao I d � o o co o E:a > � Q ) � Lo � o 0 00 c- 00 O oo �ILo N c) c 00 o U L.L Z V! W L� I C Z W " C 0 0. rn VJ n W L r C:) j N 00 00 > Z Q Q < z O � Z ,1 o I W ��5 oU)o REVISIONS N0. DATE BY Al 0 0 0 0 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"06" SCALE: AS NOTED PLOT DATE: 04/01 /2021 CAD FILE: 21-022_A7.1 JOB NUMBER: 21-022 CHECKED: DRAWN: AJ, TP STATUS: PERMIT DOCUMENTS SCHEDULES A701 _OPMENT SERVICES DEPARTMENT I 4" NOTE: SEE SHEET AO.2 FOR ICC/ANSI A117.1 FOR ADDITIONAL CODE INFORMATION. FIXTURE & ACCESSORY ELEVATIONS SCALE: N.T.S. 1/2" MAX. (TYP.) 4"x1-1/4"x16 GA.� PRE -DRILL 16 GA. "XC" TRACK CHANNEL CONT. 6 11 A 4" GA. STUDS STIFFENERS WELDED PLATE MIN. TO CONT. PLATE 3 STUD BAYS I14 AS SHOWN PLAN -SECTION PER ATTACHMENT 2 #12 SCREWS TOP AND BOTTOM CONT. 6"x14 GA. PLATE XI -ICY xIV ten. IRACK CHANNEL STIFFENERS WELDED TO CONTINUOUS PLATE AS SHOWN 2#12 F.H.S.M.S. TOP AND BOTTOM OF 14GA. PLATE PRE -DRILL SON NOTES: 1. PROVIDE BACKING PLATE FOR ALL GRAB BARS. 2. USE #12 SELF -TAPPING SHT. MTL. SCREWS WHEN ATTACHING ITEMS TO BACKING PLATE. 3. WALL STUD FLANGES ARE CONTINUOUS. 4. VERIFY LENGTH, HT., LOCATION OF BACKING PLATE AND NUMBER REQUIRED. BACKING PLATE SHALL BE SECURED TO MIN. 3 STUDS. GRAB BAR BACKING DETAIL SCALE: N.T.S. METAL SLI EXISTING FINISH 1 3/8" INSIDE RADIUS 1 1/4"-1 1/2" O.D. STAINLESS STEEL TUBING W/ 1/8" THK. X 3" 0 FLANGES FASTEN TO BACKING PLATE AS KNIP PLATE, SEE DETAIL 5/A9.1 P1AN. SECTI.QN. NOTES: 1. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 1 1/4" TO 1 1/2" OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. 2. IF THE GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE 1 1/2". 3. A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. 4. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8" 5. THE STRUCTURAL STRENGTH OF GRAB BARS, 6. FASTENERS, AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS: A. BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT FORM THE APPLICATION OF A 300-LB. POINT LOAD SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. B. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF A 300-LB. POINT LOAD SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT, AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESS SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. C. SHEAR FORCE INDUCED IN FASTENER OR MOUNTING DEVICES FROM THE APPLICATION OF A 300-LB. POINT LOAD SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER HAS THE SMALLER ALLOWABLE LOAD. D. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF A 250-LB. POINT LOAD, PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF A 300-LB. POINT LOAD, SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND SUPPORTING STRUCTURE. E. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. GRAB BAR DETAIL SCALE: N.T.S. --B.O. CEILING FIRE ALARM STROBE DOOR AS SPECIFIED ALL LAVATORIES MUST HAVE A SWITCHES RECEPTACLE THERMOSTAT TOWEL COMBINATION FAUCET CAPABLE OF DISPENSER & SUPPLYING WARM WATER FOR A MIN. WASTE OF 15 SEC. LIGHT SWITCH: DOTTED LINE INDICATES RECEPTACLE LOCATION OF LARGER PLATE IF NEEDED 6" 6" FOR MORE SWITCHES c� 6" uj o o WALLcl- SOAP MAXI WALL-MTD CL Q THERMOSTAT DISP -I f-ISOAP DISP HANDLE 2-3/4' a o ---- HARDWARE SET AS uj cn w M N SCHEDULED 00 _ W o ¢ ¢ Q o = C) � N 6" NOTE: LOCATE ELECTRICAL & z Q N x - o TELEPHONE WALL OUTLETS & SWITCH X W xcn z 00 0 Q w Q Q w PLATES NEAREST STUD FROM p C'_W z z w o o o SCALED LOCATION ON PLAN UNLESS w> OTHERWISE SPECIFICALLY NOTED. M CV Li- 00 O C4 m p M M ih 42" MAX. COMPOSITE DESIGN FOR NON-STRUCTURAL STEEL PARTITIONS 30 MILS STUDS @ 5 PSF (25 GA NOMINAL) 33 MILS STUDS @ 5 PSF (20 GA NOMINAL) STUD SIZE STUD SPACING LIMITING WALL HEIGHT STUD SIZE SPACING STUD HEIGHT LIMITING WALL 162S125 (1-5/8") 12" 9'-11" 162S125 (1-5/8") 12" 10'-4" 16" 9'-2" 16" 9'-8" 24" 8'-3" 24" 8'-9" 250S125 (2-1/2") 12" 13'-2" 250S125 (2-1/2") 12" 13'-11" 16" 12'-1" 16" 12'-10" 24" 10'-9" 24" 11'-7" 350S125 (3-5/8") 12" 17'-1" 362S125 (3-5/8") 12" 17'-10" 16" 15'-8" 16" 16'-5" 24" 14'-0'$ 24" 14'-9" 40OS125 (4) 12" 191-01, 40OS125 (4) 12" 19', 11" 16 17 -6 16 18 -4 24" 15'-7" 24" 16'-5" 60OS125 (6") 12" 25-6" 60OS125 (6") 12" 26'-9" 16" 23'-2" 16" 24'-6" 24" 20'-3" 24" 21'-7" NOTES: • ASSUMED ALLOWABLE DEFLECTION = L/240 • PROVIDE STUD BRIDGING AS REQUIRED BY GOVERNING CODES AND REGULATIONS BASED ON SSMA ICBO ER-4943P AND INDUSTRY TECHNICAL NOTE 4, NOV.. 2001 LIGHT GAUGE METAL SCHEDULE SCALE: N.T.S. GA FILE NO. WP 1072 3 5/8" METAL STUDS PER LGMF MANUAL AND SCHEDULE GA FILE NO. WP 1072 ONE LAYER 5/8" TYPE X GWB APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 3 5/8" METAL STUDS AT 24" ON CENTER WITH 1" TYPE S DRYWALL SCREWS 8" ON CENTER AT VERTICAL JOINTS AND 12" ON CENTER AT FLOOR AND CEILING RUNNERS AND INTERMEDIATE STUDS. JOINTS STAGGERED 24" ON EACH SIDE AND ON OPPOSITE SIDES. SOUND TESTED WITH 3-1/2" GLASS FIBER FRICTION FIT IN STUD SPACE. SEE 9/A9.2 FOR 1 HOUR RATED CEILING ASSEMBLY 1-HOUR RATED WALL (TYPE 3) SCALE: N.T.S. DIAGONAL BRACI ALTERNATE DIRECTION 48" ON CEN' SCHEDULED CEILING. RCP (TYPIC, SCHEDULED FLOOR FINI (TYPIC) METAL STUD TRA",. (TYPICAL) STING BUILDING STRUCTURE )VE TAIL STUD TRACK & VNER 3" TYPE "X" GWB EACH SIDE ON i/8" METAL STUDS PER LGMF VUAL AND SCHEDULE iEDULED BASE \LANT (TYPICAL) rASTEN BOTTOM OF STUDS TO FRAMING W/ 0.145" 0 HILTI X-DNI POWDER ACTUATED FASTENERS @ 16" O.C. W/ 1" MIN. EMBEDMENT (TYPICAL) NON -RATED WALL (TYPE 1) SCALE: N.T.S. CONIC SLAB ON GRADE SCHEDULED FLOOR FINI' (TYPICA METAL STUD TRA(iN (TYPICAL) APERED SAFETY GLASS WITH FINISHED METAL FRAME 3" TYPE "X" GWB EACH SIDE ON /2" METAL STUDS PER LGMF VUAL AND SCHEDULE iEDULED BASE \LANT (TYPICAL) rASTEN BOTTOM OF STUDS TO FRAMING W/ 0.145" 0 HILTI X-DNI POWDER ACTUATED FASTENERS ® 16" O.C. W/ 1" MIN. EMBEDMENT (TYPICAL) PARTIAL HEIGHT WALL (TYPE 4) SCALE: N.T.S. CONIC SLAB ON GRADE DUPLEX OUTLET WALL TELEPHONE OUTLET FINISH FLOOR MOUNTING HEIGHTS DIAGRAM SCALE: N.T.S. CONT ACOUS SEALANT 2'-0" ROCK WOOL / SOUND ATTENUATION BLANKET ON EACH SIDE SCHEDULED CEILING. SEE RCP (TYP) 5/8" TYPE "X" GWB SCHEDULED FLOOR FINISH (TYPICAL) METAL STUD TRACK (TYPICAL) FASTEN BOTTOM OF STUDS TO FRAMING W/ TWO #10 GA. SCREWS AT 48" ON CENTER (TYPICAL) EXISTING BUILDING STRUCTURE ABOVE DEFLECTION TRACK 5/8" QUIETROCK ES GWB 3 5/8" METAL STUDS PER LGMF MANUAL AND SCHEDULE & ROCK WOOL / SOUND ATTENUATION BLANKET SCHEDULED BASE SEALANT (TYP) FASTEN BOTTOM OF STUDS TO FRAMING W/ 0.145" 0 HILTI X-DNI POWDER ACTUATED FASTENERS 0 16" O.C. W/ 1" MIN. EMBEDMENT (TYPICAL) SOUND /DEMISING WALL (TYPE 2) SCALE: N.T.S. CONIC SLAB ON GRADE IE 3/16 X 3 X6 W/2 - #12 X 1-1/2" SCREWS WD. NAILER TOP TRACK 1 1 /2' m � � w m m 3-1/2 X 3-1/2 X 1/4 X 11 -1 /2 W/2-5/8" DIA. HILTI KBII ELEVATION 12 PARTIAL HEIGH SCALE: N.T.S. T WALL SUPPOR IVE WAA0505 2021 CITY OF EDMONDS U mmo -ovioY�cca�a�mwa� J N C C ' S O N -° E O m° mg m O m p V)- m 8- a o n e 5 o T. QNN ..+ N N C O_-L "6QOo; Ec-- °QO> O m E -° m N m °'0i��ca oaC° 9DNa7 -i+cCOm �p0a o o 0Q NCc _ _ 0 ° C m m 0 O U 2° O'L C ,r,, rU° Co-0N ° m 3 ° � . °0E NEoc >,3_°0_0 0 C C C C �OU c\jO m m ac c 4)"— N o o O > m E° x '3 ,� 3 vCO _° mJ O 0v;L U N N J N O mom „00 C, - °No m 0 O E m E ° • 0 m c° a a u o a L O O T C C C m L C m to 2 OLv-+ L m U L m C� C� QQQ Z o m i 3Q E aaoo O a CD C14 co E [� CV O coU "T � U -2 Lo U W Cc 00 (n O OO -�'p N N-^ � o 2 co -- � Q U N ocu >< `o � C z � � �I ��ooE:2 o ' ���o a�� �o c- co 0 oo Cal� CV co� E, 00 co 00 0- O U z �W ~W C Z W> 00 rn VJ W } O (14 00 00 z> cn z rn Q O 0 C) O IT-- 0 W Z 0�0 �cnw REVISIONS N0. DATE BY ZL A A A A 6 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 04/01 /2021 CAD FILE: 21-022_A9.x JOB NUMBER: 21-022 CHECKED: DRAWN: TP STATUS: PERMIT DOCUMENTS INTERIOR DETAILS A901 DEPARTMENT TYPICAL 12 GA. VERT HANGER WIRE SE BUILDING STRUCTURE AB COMPRESSION STRUT ' SPRING CLIF COMPRESSION ST TWO 12 GA. CEILING SF HANGER AT 45° PARALLEL CROSS LG LOCKING CROSS TEE 4'-0" ON CENTER TYPI VLILIIVV IVII1111 I\VIVIVLI\ III 4'-0" ON CENTER CONNECTION DEVICE (100# CAPACITY MINIMUM) - PINNED TO CEILING STRUCTURE AND BOLTED TO VERTICAL COMPRESSION BRACE CEILING COMPRESSTION STRUT SEE SEISMIC BRACING DETAIL FOR SPACING REQUIREMENTS (NO SPLICING) TWO 12 GA. CEILING SPLAY HANGER AT 45° PARALLEL TO MAIN TEES TYPICAL CEILING HANGER AT 4'-0" ON CENTER COMPRESSION STRUT DETAIL SCALE: NTS CONNECTION DEVICE (100# CAPACITY MINIMUN PINNED TO CEILING STRUCTURE & BOLTED T VERTICAL COMPRESSION BRAC TYPICAL 12 GA. VERTICAL CEILING HANGE 12 GA. BRACE WIRES AT 45° IN FOU DIRECTIONS - WIRES TIED TO GRI ii ii SELF TAPPING DRIVE SCREW 8" X 1 /2" LL SPRING CLIP .035 SPRING STEEL CEILING MAIN RUNNER CROSS-SECTION CEILING MAIN RUNNE CEILING GRI RUCTURE ABOVE RTICAL COMPRESSION BRACE DE FROM .055 STEEL TUBING ING CROSS TEE \iLIF ON END OF VERTICAL BRACE FOR SNAPPING & LOCKING ON MAIN RUNNER COMPRESSION STRUT DETAIL SCALE: NTS 1-1/2" CHANNEL AT 12'-0" O.C. EACH DIRECTION FOR LATERAL BRACING BOTTOM OF STRUCTURE ABOVE �M 5/8" TYPE "X" GWB ATTACHED TO FURRING CHANNELS WITH DRYWALL SCREWS. 16 GA. METAL TRACK ATTACHED AT CONCRETE STRUCTURES USING STUB NAILS, POWER- DRIVEN FASTENERS. AT WOOD FRAMING USE 1-1/4" TYPE S OVAL HEAD SCREWS OR 8D NAILS. TO ALL SUBSTRATES, SECURE RUNNERS WITH FASTENERS LOCATED 2" FROM EACH END AND SPACED A MAXIMUM OF 24" O.C. - 8 GA. HANGER WIRE AT 4'-0" O.C. 4 WAY 45° 12 GA. WIRE BRACING AT EACH LATERAL BRACING CHANNEL FURRING CHANNELS SPACED 24" O.C. ATTACHED TO CARRYING CHANNELS WITH CLIPS OR TIE WIRES. 1-1/2" CARRYING CHANNEL AT 4'-0" O.C. NOTES: 1. ALL WORK TO CONFORM WITH 2O18 IBC SECTION 2210 COLD -FORMED STEEL LIGHT -FRAMED CONSTRUCTION AND 2018 IBC SECTION 2508 GYPSUM CONSTRUCTION. 2. INSTALL 1-1/2" CHANNELS 4'-0" O.C. WITH NO. 8 GA. HANGER WIRE SPACED A MAXIMUM OF 4'-0" O.C. ALONG CARRYING CHANNELS. ATTACH FURRING CHANNELS SPACED NOT MORE THAN 24" O.C. PERPENDICULAR TO 1-1/2" C.R. CHANNELS WITH DOUBLE STRAND OF SADDLE TIED NO. 16 GA. GALVANIZED TIE WIRE, OR 1-1/2" FURRING CHANNEL CLIPS. 3. APPLY GWB WITH ITS LONG DIMENSION AT RIGHT ANGLES TO THE FURRING CHANNELS. LOCATE GWB BUTT JOINTS OVER THE CENTER OF FURRING CHANNELS. ATTACH GWB WITH 1" SELF -DRILLING DRYWALL SCREWS 7" O.C. AT ALL SUPPORTS, INCLUDING PERIMETER BLOCKING, AND NOT MORE THAN 3/8" FROM THE EDGES AND ENDS OF GWB. TYPICAL GYPSUM BOARD CEILING SCALE: NTS B STRUCTU NOTES: 1. AREA OF CEILING SUPPORTED NOT TO EXCEED 144 SQ. FT. 2. MAXIMUM BRACE SPACING NOT TO EXCEED 12'-0". 3. FIRST BRACING POINT WITHIN 4'-0" OF EACH WALL. 4. BRACE POINT ON MAIN RUNNER NOT TO EXCEED 2" DISTANCE FROM CROSS RUNNER. SEISMIC BRACING DETAIL SCALE: NTS LAY -IN LIGHT FIXTURE HEAVY DUTY MAIN RUNNER HEAVY DUTY CROSS TEES WIRES IAGONAL AT 45° ERTICAL CEILING SPLAY HANGAR TYPICAL 12 GA. CEILING HANGERS RUNNER ATTACH FIXTURE HOUSING TO CEILING SYSTEM WITH SELF TAPPING METAL SCREWS ONE AT EACH CORNER NOTES: 1. LATERAL BRACING FOR SUSPENDED CEILING MUST BE PROVIDED PER IBC REQUIREMENTS WHERE LOADS ARE LESS THAN 5# PER FOOT & NOT SUPPORTING INTERIOR PARTITIONS. 2. CEILING BRACING SHALL BE PROVIDED BY FOUR No 12 GAUGE WIRES SECURED TO THE MAIN RUNNER INTERSECTION AND SPLAYED 90° FROM THE PLANE OF THE CEILING AND ONE No 12 GAUGE WIRE VERTICAL CEILING HANGER. THESE HORIZONTAL RESTRAINT POINTS SHALL BE IN BOTH DIRECTIONS, WITH THE FIRST POINT WITHIN 6'-0" FROM WALL. 3. ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. INSTALL TWO ADDITIONAL WIRES AT OPPOSITE CORNERS (MAY BE SLACK) OF LIGHT FIXTURE HOUSING AND ATTACHMENT OF CEILING REGISTERS WITH SAME. START OF WIRE TO BE NO LESS THAN 8 INCHES FROM PERIMETER WALLS. LIGHT FIXTURE INSTALLATION SCALE: NTS NOTE: ALL CONCRETE FLOOR OPENINGS MUST BE SAW CUT. NO JACK HAMMERED OPENINGS ALLOWED. OPTIONAL: INSTALL JOINT SEALING TAPE AT ALL SEAMS PRIOR TO POURING NEW CONCRETE. VERIFY W/ BUILDING OWNER. INFILL TRENCH W/ 3000 PSI CONCRETE, MATCH THICKNESS WITH EXISTING, FLUSH W/ADJACENT SURFACES #4 REBAR ® 12"O.C., COORDINATE LENGTH TO ALLOW 8" OVERLAP AT CENTER OF TRENCH SAW CUT EDGE EMBED REBAR MIN. 6" IN EPDXY -- - ---==------==== = EXISTING CONCRETE SLAB PROVIDE VISQUEEN TO MATCH EXISTING, EDGE TO OVERLAP EXISTING VISQUEEN AT CUT EDGE, TAPE EDGES TOGETHER W/ VISQUEEN MANUFACTURER'S TAPE BACKFILL W/ COMPACTED GRANULAR MATERIAL @ 95% COMPACTION - NEW CONDUIT/ PIPING F �i _III III III 1' CONCRETE SAWCUT SCALE: N.T.S. 0 I CN 1 � 1 REFER TO CEILING / END CD WALL DETAIL CEILING MAIN RUNNER 3/8" MINIMUM CLEAR CROSS OR MAIN RUNNER TYPICAL CEILING MAIN HANGAR —CEILING _ COMPRESSION r ; STRUT 1 1 1 SCHEDULED CEILING SYSTEM NOTES: 1. TIE ADJACENT WALLS TO CEILING MAIN AND CROSS RUNNER. 2. INSTALL CEILING GRID USING NO. 12 GA. SPLAY WIRE HANGERS AT 45° WITH RUNNER, 90° TO EACH OTHER (4 WIRES) BEGINNING 4'-0" FROM STARTING POINT OF GRID AND TILE LAYOUT AND IN BOTH DIRECTIONS AT 12'-0" THEREAFTER. SEISMIC BRACING DETAIL III SCALE: NTS 2-1/2" 20 GA. METAL KICKER BRACE 2-1/2" 20 GA. METAL STUDS ® 24" O.C. ATTACHED AT CONCRETE STRUCTURES USING STUB NAILS, POWER- DRIVEN FASTENERS. AT WOOD FRAMING USE 1-1/4" TYPE S OVAL HEAD SCREWS OR 8D NAILS. TO ALL SUBSTRATES, SECURE RUNNERS WITH FASTENERS LOCATED 2" FROM ENDS AND SPACED 24" O.C. MAX. z m _SEE RCP + — ACOUSTICAL CEILING TILES APPLIED TO EXISTING GWB CEILING CORNER BEAD (4— _SEE RCP 75/8" TYPE "X" GWB ATTACHED WITH DRYWALL SCREWS TO 2-1/2" METAL STUDS @ 24" O.C. (TYP) NOTES: 1. CONTRACTOR TO VERIFY EXISTING SITE CONDITIONS. 2. ALL WORK TO CONFORM WITH 2O18 IBC SECTION 2210 COLD -FORMED STEEL LIGHT -FRAMED CONSTRUCTION AND 2018 IBC SECTION 2508 GYPSUM CONSTRUCTION. TYPICAL SOFFIT DETAIL SCALE: N.T.S. 1-HR RATED SHAFT (GA FILE WP7024) 4" METAL DUCTS TYPICAL CEILING CONSTRUCTION: (1-HR FIRE RATING PER UL L524) 5/8" T&G PLYWOOD OVER 7" MIN "C" STUD JOISTS, (2) LAYERS 1/2" GWB PER ASSEMBLY *MEET REQUIREMENTS OF UL L524 ASSEMBLY FIRE SPRINKLER HEAD WITH AN RP DEVICE ON THE LINE IF REQUIRED BY THE WATER DISTRICT OR THE PLUMBING INSPECTOR. 1-HR RATED DOOR IN A STEEL JAMB WITH A CLOSER AND LOCKSET 1-HR RATED WALLS (GA FILE WP1072) SEE DETAIL 10/A9.1 EXISTING SLAB 12 --- I OL -- VENT TO ---- EXTERIOR WALL /-77 MECHANICAL VENTILATION EXHAUST PER NFPA 99 FOR MEDICAL GAS CLOSETS. EXHAUST FAN (WIRED DIRECTLY TO THE BREAKER - NO SWITCH) INSTALL PER MFR'S SPECS, W GC TO PROVIDE ADEQUATE FRAMING N TO SUPPORT EXHAUST FAN. VERIFY LOCATION PER NFPA 99. VERIFY QUANTITIES OF FRESH AIR INLET DUCTS PER NFPA 99 N a NOTE: TEST DESIGN CRITERIA SHOULD BE KEPT ON -SITE DURING CONSTRUCTION FOR ALL RATED ASSEMBLIES 1-HR MED GAS ROOM ASSEMBLY SCALE: N.T.S. PROVIDE 3/4" SPACE AT OPPOSING WALL HORIZONTAL STRUT (TYP) CONTINUOUS 12 GA. VERTICAL 8" MAX WIRE 8" MA vo ALL WIRE TIES TO BE (3) TIGHT TURNS 2n 01 2'1 ACOUSTICAL STABILIZER WALL PANEL CEILING BAR ANGLE, HEAVY-DUTY SEE NOTE SUSPENSION ATTACHED WALL SYSTEM UNATTACHED WALL NOTE: MITRE 2" PERIMETER WALL ANGLE AT INSIDE AND OUTSIDE CORNERS. SEISMIC BRACING DETAIL SCALE: NTS 2-1/2" 20 GA. METAL KICKER BRACE + + + + 5/8" TYPE "X" GWB 2-1/2" 20 GA. METAL STUDS ® 24" O.C. ATTACHED AT STRUCTURE ABOVE USING STUB NAILS, POWER -DRIVEN FASTENERS. AT WOOD FRAMING USE 1-1/4" TYPE S OVAL HEAD SCREWS OR 8D NAILS. TO ALL SUBSTRATES, SECURE RUNNERS WITH FASTENERS LOCATED 2" FROM ENDS AND SPACED 24" O.C. MAX. ACOUSTICAL CEILING TILES I' IN SUSPENDED "T" BAR Z GRID SYSTEM CEILING EDGE TRIM - SEE RCP FRAMING STUD SEE RCP CASING BEAD ]----LED LIGHT Q0 TRACK SEE RCP OgL CORNER BEAD NOTES: 1. CONTRACTOR TO VERIFY EXISTING SITE CONDITIONS. 2. ALL WORK TO CONFORM WITH 2O18 IBC SECTION 2210 COLD -FORMED STEEL LIGHT -FRAMED CONSTRUCTION AND 2018 IBC SECTION 2508 GYPSUM CONSTRUCTION. CANTILEVERED SOFFIT DETAIL SCALE: N.T.S. 5/8" PROPRIETARY TYPE "X" GYPSUM WALL BOARD (1) LAYER "J" RUNNERS, TYP. 1" X 24" PROPRIETARY TYPE "X" GYPSUM PANELS INSERTED BETWEEN 2 Y2" FLOOR AND CEILING J-RUNNERS. 2-1/2" C-H STEEL STUDS BETWEEN PANELS, TYP. NOTE: SHAFT ASSEMBLY PER GA-600-2018 FIRE RESISTANCE AND SOUND CONTROL DESIGN MANUAL - GA FILE NO. WP 7024 GENERAL CONTRACTOR IS RESPONSIBLE TO MEET ALL REQUIREMENTS OF PROPRIETARY ASSEMBLY; REFER TO MANUAL FOR COMPLETE REQUIREMENTS. TYPICAL 1-HR SHAFT ENCLOSUR 12 IVED SCALE: N.T.S. 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DOCS: 24"06" SCALE: AS NOTED PLOT DATE: 04/01 /2021 CAD FILE: 21-022 A9.x JOB NUMBER: 21-022 CHECKED: DRAWN: TIP STATUS: PERMIT DOCUMENTS INTERIOR DETAILS A902