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PROJECT SCOPETENANT IMPROVEMENT OF FIRST FLOOR OF EXISTING MEDICAL OFFICE BUILDING.MEDICAL OFFICE INCLUDES: SIX EXAM ROOMS, ONE PROCEDURE ROOM,ANCILLARY SPACES AND STAFF FACILITIES.
LEGAL DESCRIPTION
SITE & BUILDING INFO.
OCCUPANT LOADS
ENERGY CODE REQ.
PARKING CALCS
PLUMBING FIXTURES
ALLOWABLE AREAS
PROJECT TEAM DRAWING INDEX
VICINITY MAP
Section 34 Township 20 Range 04 Quarter 23 WOODS 1ST: WOODS 1ST E 80 FT OF L 13THRU 16 B 10
PER TABLE 1004.2.1 OF THE INTERNATIONAL BUILDING CODE
FIRST FLOOR:
B (BUSINESS) OCCUPANCY 2,600 SF@ 100 SF / OCCUPANTOCCUPANT LOAD = 26
TOTAL OCCUPANT LOAD - 26
REQUIRED EXITS: 2 EXITS REQ.EXITS PROVIDED: 2 EXITS
26 OCCUPANTS AT .2" PER = 5.2"
PER TABLE 2902.1
OCCUPANCY TYPE- B OCC. 1 PER 100 SF2,600 SF/ 100 SF= 26 OCCUPANTS (13 MALE, 13 FEMALE)
NUMBER OF TOILET FIXTURES REQUIRED= 1 EA. MALE / FEMALENUMBER OF LAVATORIES REQUIRED= 1 EA. MALE / FEMALE
NUMBER OF TOILET FIXTURES PROVIDED= 3 EXISTING UNISEX
NUMBER OF LAVATORIES PROVIDED= 3 EXISTING UNISEX
EXISTING BUILDING:PER TABLE 503 OF THE INTERNATIONAL BUILDING CODE: MAXIMUM AREA OF BUILDINGSOF V-B CONSTRUCTION, WITH A TYPE B OCCUPANCY, IS 9,000 SQUARE FEET. MAXIMUMAREA MAY BE INCREASED 300% TO 27,000 SQUARE FEET WHERE AUTOMATICSPRINKLERS ARE PROVIDED, WHERE THE BUILDING IS NOT MORE THAN ONE STORYABOVE GRADE, PER IBC 506.3.
TAXPAYER - EXPANDING PUYALLUP LLC12100 NORTHUP WAYBELLEVUE, WA 98004
TAX IDENTIFICATION NUMBER - 981000039098100004009810000410
PROJECT ADDRESS - 1408 3RD ST SEPUYALLUP, WA 98372
GOVERNING BUILDING CODE - 2012 INT'L BUILDING CODE W/WA.AMENDMENTS
GOVERNING ZONING CODE - CITY OF PUYALLUP MUNICIPAL CODE
EXISTING SITE STATISTICSZONE - MED - MEDICALSITE AREA - .38 ACRESREQUIRED BUILDING SETBACKS-
FRONT - 10 FTSIDE (INTERIOR)- 10 FTSIDE (STREET) - 10 FTREAR - 10 FT
EXISTING BUILDING STATISTICSALLOWABLE HEIGHT ZONING - 70 FEET
ACTUAL HEIGHT - '-" (EXISTING)CONSTRUCTION TYPE - V-B, UNSPRINKLERED (EXISTING)OCCUPANCY TYPE - B (BUSINESS)
EXISTING BUILDING AREASEXTERIOR FOOTPRINT- 3,476 SF
FIRST FLOOR-PRIMARY OCCUPANCY (B)- 3,476 SF
SECOND FLOOR-PRIMARY OCCUPANCY (B)- 3,476 SF
_________________________________________________________________
TOTAL SQUARE FOOTAGE- 6,952 SF
COMMERCIAL BUILDING REQUIREMENTS (PER 2012 WSEC)
BUILDING ENVELOPE- EXISTINGROOF- EXISTINGOPAQUE DOORS- EXISTING
EXISTING ROOF, WALL , AND FLOOR CAVITIES NOT EXPOSED IN SCOPE OF PLANNEDCONSTRUCTION, PERC101.4.3, EX 4. ANY EXISTING CAVITY EXPOSED DURING COURSEOF CONSTRUCTION SHALL BE INSULLATED TO FULL DEPTH WITH INSULATION WITH MIN.R-VALUE OF R=3.0 PER INCH PER C101.4.3, EX. 3.
OWNER:WASHINGTON CENTER FOR PAIN MANAGEMENT12100 NORTHUP WAYBELLEVUE, WA 98004CONTACT: CONRAD RATHPHONE: 425.774.1588 x1082EMAIL: [email protected]
ARCHITECT:JACKSON | MAIN ARCHITECTURE, P.S.311 1ST AVE SOUTHSEATTLE, WA 98104CONTACT: TIM BLACKPHONE: 206.324.4800EMAIL: [email protected]
GENERAL CONTRACTOR:PACIFIC CONSTRUCTION PARTNERS, INC.12100 NORTHUP WAYBELLEVUE, WA 98005CONTACT: BRETT REYNOLDSPHONE: 425-273-2775EMAIL: [email protected]
REQUIRED PARKING PER PUYALLUP MUNICIPAL CODE CHAPTER 20.55.010, FORMEDICAL/DENTAL CLINICS:
1 SPACE/200 SQUARE FEET; 5 BIKE SPACES PER 25 OR MORE PARKING SPACES
REQUIRED: 6,952 SF/200= 35 PARKING SPACES
PROVIDED: EXISTING BUILDING PARKINGBASEMENT/GARAGE:
10 COMPACT 9 STANDARD
SURFACE LOT: 12 STANDARD 2 ADA33 EXISTING PARKING SPACES
PROJECT SITE
SEPARATE SUBMITTALSFIRE PROTECTIONFIRE ALARM
WASHINGTON CENTER FOR PAIN MANAGEMENT PUYALLUP, WA
TRUENORTH
PROJECTNORTH
PROJECT NO.:
PROJECT MGR.:
DRAWN BY:
CHECKED BY:
JACKSON | MAIN ARCHITECTURE P.S. © 2015
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAIN.COM
JACKSON | MAINA R C H I T E C T U R E
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PROJECTINFORMATION
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SHEET # SHEET NAMEGENERAL
A0.0 PROJECT INFORMATION
A0.1 GENERAL NOTES & ABBREVIATIONS AND SYMBOLS
ARCHITECTURAL
A0.2 SITE PLAN / LIFE SAFETY PLAN
A0.3 FIRE RESISTANCE ASSEMBLY DETAILS
A1.0 GARAGE PLAN & FIRST FLOOR DEMOLITION PLAN
A1.1 FIRST FLOOR - OVERALL / FRAMING PLANS
A1.3 FIRST FLOOR - RCP / POWER & COMM PLANS
A1.4 ROOF PLAN
A4.0 ENLARGED FLOOR PLANS
A5.0 ACCESSIBILITY DETAILS
A5.1 WALL TYPES AND WALL DETAILS
A5.2 CEILING DETAILS
A5.3 DOOR AND INTERIOR STOREFRONT DETAILS
A6.0 DOOR AND FENESTRATION SCHEDULES
A6.1 ROOM FINISH SCHEDULE
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GENERAL NOTES1. THE APPROVED PLANS SHALL NOT BE CHANGED OR ALTERED WITHOUT AUTHORIZATION
FROM THE BUILDING OFFICIAL. A COMPLETE CURRENT SET OF THE APPROVEDCONSTRUCTION DOCUMENTS MUST BE ON THE JOB SITE.
2. ALL WORK, MATERIAL AND DESIGN SPECIFICATIONS SHALL CONFORM TO THE MOSTRECENT LOCAL BUILDING CODES AND ORDINANCES.
3. BIDDER DESIGN WORK TO BE APPROVED BY ARCHITECT PRIOR TO CONSTRUCTION.4. ALL EQUALS TO BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION.5. GENERAL CONTRACTOR TO PROVIDE REQUEST FOR INFORMATION (RFI) IN WRITING TO
ARCHITECT DURING BIDDING AND CONSTRUCTION FOR CLARIFICATIONS OR ADDITIONALINFORMATION.
6. CONTRACTOR SHALL COORDINATE ALL REQUIRED OBSERVATIONS AND INSPECTIONS.7. CONTRACTOR SHALL PROVIDE ALL WORK IDENTIFIED IN THESE CONSTRUCTION
DOCUMENTS IN THE CONFIGURATION(S) SHOWN. CONTRACTOR SHALL NOT DEVIATE FROMTHESE CONFIGURATION(S) WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT OFRECORD.
8. THESE DOCUMENTS CONTAIN NOTES THAT MAY APPLY GENERALLY TO ALL DESIGNELEMENTS, SPECIFICALLY TO ONE SHEET, OR SPECIFICALLY TO ONE OR MORE DESIGNELEMENTS. THE NOTES ARE NOT MERE GUIDELINES, THEY ARE PART OF THE DESIGN. ANYWORK PERFORMED THAT IS NOT IN COMPLIANCE WITH THE NOTES IS NOT IN COMPLIANCEWITH THE DESIGN AND IS SUBJECT TO REJECTION. ANY ALTERATION, MODIFICATION,DELETION, OR ADDITION TO THE NOTES BY WRITING, ACT OR FAILURE TO ACT, SHALL BECARRIED OUT ONLY WITH THE PRIOR WRITTEN CONSENT AND APPROVAL OF THEARCHITECT.
9. THESE DOCUMENTS ARE MEANT TO INDICATE GENERAL DESIGN INTENT AND SHOWASSEMBLIES OF STRUCTURAL AND NON-STRUCTURAL MEMBERS, SIZES, SHAPES,CONNECTIONS, ETC. COORDINATE WITH OTHER CONTRACT DOCUMENTS FOR COMPLETESYSTEMS AND ASSEMBLY INFORMATION. ANY ITEMS NOT INDICATED ON DRAWINGS ORSPECIFIED HEREIN, BUT NECESSARY FOR A COMPLETE AND FINISHED PRODUCT ARE TOBE CONSIDERED PART OF THIS DOCUMENT AND SHALL BE INCLUDED IN THECONSTRUCTION TO MEET INDUSTRY STANDARDS AT NO ADDITIONAL COST.
10. ANY DISCREPANCY FOUND AMONG THESE NOTES, DRAWINGS, SPECIFICATIONS, AND ANYSITE CONDITIONS SHALL BE REPORTED IN A TIMELY MATTER AND IN WRITING TO THEARCHITECT WHO SHALL CLARIFY ANY DISCREPANCY IN WRITING. ANY WORK DONE BY THECONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THECONTRACTOR'S RISK.
11. ERRORS OR OMISSIONS IN ANY SCHEDULE OR DRAWING DO NOT RELIEVE THECONTRACTOR FROM THE WORK INTENDED IN THE DRAWING OR DESCRIBED IN THESPECIFICATIONS.
12. ALL DETAILS CALLED OUT ARE TYPICAL AND ASSUMED TO BE IN MULTIPLE LOCATIONS.VERIFY LOCATIONS AND QUANTITY PRIOR TO BID.
13. TYPICAL DETAILS OR BUILDING STANDARDS SHALL APPLY WHERE NO SPECIFIC DETAILSARE GIVEN. THE ARCHITECTURAL DRAWINGS REPRESENT THE DESIGN INTENT AND ARENOT INTENDED TO INDICATE THE MEANS AND METHOD OF CONSTRUCTION. THECONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES,SEQUENCING, AND SAFETY REQUIRED FOR THIS PROJECT.
14. CONTRACTOR SHALL VERIFY AND CHECK ALL CONDITIONS AND DIMENSIONS AT THEBUILDING WHILE UNDER CONSTRUCTION. REPORT ANY INCONSISTENCIES TO THEARCHITECT. CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS SHOWN ONDRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION.
15. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS,ELEVATIONS, SECTIONS AND DETAILS. IN NO CASE SHALL WORKING DIMENSIONS BESCALED FROM DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CROSSCHECK DETAILS AND DIMENSIONS SHOWN ON THE ARCHITECTURAL DRAWINGS WITHRELATED REQUIREMENTS ON THE CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL,PLUMBING AND OTHER DRAWINGS APPLICABLE. NOTIFY THE ARCHITECT OF ANYDISCREPANCIES BEFORE COMMENCING WORK.
16. ALL DIMENSIONS ARE TO FACE OF STUD OR STRUCTURAL GRID, UNLESS OTHERWISENOTED.
SYMBOLS
1
A101
SIM
1
A101
SIM
A101
1
1 Ref
1
Re
f
1 Ref
1
Re
f
A101
1 Ref
1
Re
f
1 Ref
1
Re
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0
Roomname
101
1i
M1
A1
1
101
BUILDING SECTION
WALL SECTION
REFERENCE GRID LINES
ROOM NAME & NUMBER
CASEWORK NUMBER
WALL ASSEMBLY TYPE
REVISION TAG
DOOR TAG
1
A101
SIM
1tWINDOW TAG
EXTERIOR ELEVATION
INTERIOR ELEVATION
01.00NUMBER KEYNOTE TAG
1
A1.01
1
A1.01
100'-0"
T PARAPET
VIEW
SHEET
VIEW
SHEET
ELEVATION
NAME
DATUM
12
1/2
SLOPE
1/2:12
CALL OUT
DETAIL REFERENCE
NORTH ARROW
DATUM TAG
CENTER LINE
EGRESS ARROW
SLOPE INDICATOR
SLOPE ARROW
REFER TO SHEET A3.0 SERIES
REFER TO SHEET A2.0 SERIES
REFER TO SHEET A6.0 SERIES
REFER TO SHEET A5.1
REFER TO SHEET A6.0 SERIES
AB ANCHOR BOLTABV ABOVEA/C AIR CONDITIONINGADA AMERICANS WITH DISABILITIES ACTADDL ADDITIONALADJ ADJUST(ABLE)AFF ABOVE FINISHED FLOORAGG AGGREGATEAHJ AUTHORITIES(ITY) HAVING JURISDICTIONAIA AMERICAN INSTITUTE OF ARCHITECTSALT ALTERNATE or ALTERNATIVEALUM ALUMINUMANOD ANODIZEDANSI AMERICAN NATIONAL STANDARDS INSTITUTEAOR ARCHITECT OF RECORDAP ACCESS PANELARCH ARCHITECTASSOC ASSOCIATION(S)ASPH ASPHALTASTM AMERICAN SOCIETY FOR TESTING AND
MATERIALSAXON AXONOMETRIC
BATT BATT INSULATIONBD BOARDBLDG BUILDINGBLK BLOCKBLKG BLOCKINGBM BEAM or BENCH MARKBMU BRICK MASONRY UNITBO BOTTOM OFBP BUILDING PAPERBRK BRICKBTB BACK TO BACKBTWN BETWEENBW BACK OF WALK or BOTTOM WIDTHBUR BUILT UP ROOFBYD BEYOND
CAB CABINETCB CATCH BASINCG CORNER GUARDCJ CONTROL JOINTCL CENTER LINE or CHAIN LINKCLG CEILINGCLO CLOSETCLR CLEAR(ANCE)CMU CONCRETE MASONRY UNITCO CLEAN OUTCOL COLUMNCONC CONCRETECOND CONDITION(AL)CONT CONTINUE(UOUS)CSMT CASEMENTCSWK CASEWORKCTR CENTERCW COLD WATERCU CONTROLLER UNIT
DBL DOUBLEDEMO DEMOLISH(ED) or DEMOLITIONDEPT DEPARTMENTDIA DIAMETERDIM DIMENSIONDISP DISPENSER or DISPOSALDN DOWNDR DOORDS DOWNSPOUTDTL DETAILDW DISHWASHERDWG(S) DRAWING(S)
(E) EXISTINGE EASTEA EACHEJ EXPANSION JOINTELEC ELECTRIC(AL)ELEV ELEVATOREMER EMERGENCYENCL ENCLOSUREENGR ENGINEEREOR ENGINEER OF RECORDEPDM ETHYLENE PROPYLENE DIENE MONOMEREPX EPOXY (PAINT)EQ EQUALEQP EQUIPMENTETC ET CETERAEXT EXTERIOREP ELECTRICAL PANEL
(F) FUTUREFC FIBER CEMENTFE FIRE EXTINGUISHER & BRACKETFEC FIRE EXTINGUISHER CABINETFF FINISHED FLOORFFE FINISHED FLOOR ELEVATIONFIN FINISH(ED)FLR FLOOR(ING)FND FOUND(ATION)FO FACE OFFOC FACE OF CONCRETEFOF FACE OF FINISHFOM FACE OF MASONRYFOS FACE OF STUD or FACE OF STEELFOW FACE OF WALLFRM FRAME (D)FT FOOT or FEETFURN FURNISHFURR FURRING
GA GAUGE or GYPSUM ASSOCIATIONGALV GALVANIZEDGAR GARAGEGB GRAB BARGD GRID LINEGR GRADEGYP GYPSUMGYP BD GYPSUM BOARDGYP CEM GYPSUM CEMENTGYP SH GYPSUM SHEATHING
HB HOSE BIBHDRL HANDRAILHDW HARDWAREHM HOLLOW METALHR HOURHT HEIGHTHVAC HEATING, VENTILATING, AIR CONDITIONING
IBC INTERNATIONAL BUILDING CODEICC INTERNATIONAL CODE COUNCILIFC INTERNATIONAL FIRE CODEIMC INTERNATIONAL MECHANICAL CODEIPC INTERNATIONAL PLUMBING CODEIN INCHINCL INCLUDE(D) or (ING)INSUL INSULATE(D) or INSULATIONINT INTERIOR or INTERSECTION
JAN JANITORJC JANITOR'S CLOSETJCT JUNCTIONJST JOISTJT JOINT
KD KNOCK DOWNKIT KITCHENKP KICKPLATEKO KNOCK OUT
LAM LAMINATE(D)LAV LAVATORYLOC LIMITS OF CONSTRUCTIONLIDA VEGETATIVE SWALE
MAINT MAINTENANCEMANF MANUFACTURE(R) or (D)MATL MATERIALMAX MAXIMUMMBX MAILBOXMDF MEDIUM DENSITY FIBERBOARDMECH MECHANIC(AL)MEMB MEMBRANEMEP MECHANICAL, ELECTRICAL, & PLUMBINGMIN MINIMUM or MINUTEMISC MISCELLANEOUSMR MOISTURE RESISTANTMRGB MOISTURE RESISTANT GYPSUM BOARDMTD MOUNTEDMTL METALMULL MULLION
(N) NEWN NORTHN/A NOT APPLICABLE or NOT AVAILABLENIC NOT IN CONTRACTNOM NOMINALNTP NOTICE TO PROCEEDNTS NOT TO SCALE
OC ON CENTEROD OUTSIDE DIAMETER or OUTSIDE
DIMENSIONOFCI OWNER FURNISHED, CONTRACTOR
INSTALLEDOFOI OWNER FURNISHED, OWNER INSTALLEDOPP OPPOSITEOPT OPTION(AL)ORIG ORIGINALOSCP OWNER SELECTED, CONTRACTOR
PROVIDEDOTS OPEN TO STRUCTUREOVHD OVERHEAD
P PAINT(ED)PANL PANELPC PORTLAND CEMENT or PRECAST
CONCRETEPED PEDESTRIANPEN PENETRATIONPERF PERFORATE(D)PERIM PERIMETERPKG PARKING or PACKAGEPL PROPERTY LINE or PLATEPLAM PLASTIC LAMINATEPLWD PLYWOODPOC POINT OF CONNECTIONPR PAIRPRE-FIN PRE-FINISHEDPRCST PRECASTPROP PROPERTYPT PRESSURE TREATEDPUD PLANNED URBAN DEVELOPMENT
QA QUALITY ASSURANCEQC QUALITY CONTROLQTY QUANTITY
RCP REFLECTED CEILING PLANRD ROOF DRAINRECT RECTANGULARREF REFERENCE or REFER TOREFR REFRIGERATORREINF REINFORCE(D) or (ING)RELOC RELOCATE(D) or (TION)REM REMOVAL or REMARKREPL REPLACEREQD REQUIREDRES RESIDENCE or (TIAL)RET RETENTION or RETURNRETW RETAINING WALLREV REVISE(D) or (ION)RM ROOMRND ROUNDRO ROUGH OPENINGROW RIGHT OF WAYRP REFERENCE POINTRSF RESURFACERSVR RESERVOIR
S SOUTHSAM SELF ADHERING MEMBRANESAN SANITARYSC SOLID CORESCHED SCHEDULESECT SECTIONSF SQUARE FEET (FOOT)SIM SIMILARSMACNA SHEET METAL & AIR CONDITIONING
CONTRACTOR'S NATIONAL ASSOCIATIONSP STANDPIPESPEC SPECIFICATION(S)SQ SQUARESS STAINLESS STEELSTC SOUND TRANSMISSION
CLASSIFICATIONSTD STANDARDSTOR STORAGESTRUC STRUCTURE, (AL)SUB SUBSTITUTIONSUPP SUPPLEMENT OR SUPPLY(IER)SURF SURFACESUSP SUSPENDEDSWK SIDEWALKSYM SYMBOL OR SYMMETRICAL
T TREADT&B TOP AND BOTTOMT&G TONGUE AND GROOVET&M TIME AND MATERIALSTEMP TEMPORARY or TEMPERATURETHK THICK(NESS)TM TO MATCHTO TOP OFTOC TOP OF CURBTRANS TRANSFORMERTYP TYPICAL
NOTE: NOT ALL ABBREVIATIONS MAY BE USED, ABBREVIATIONS MAY BE USED IN CONJUNCTION WITH EACH OTHER.
UFC UNIFORM FIRE CODEUL UNDERWRITERS LABORATORIESUNF UNFINISHEDUNTR UNTREATEDUON UNLESS OTHERWISE NOTEDUOS UNDERSIDE OF STRUCTUREUPS UNINTERRUPTED POWER SUPPLYUSPS UNITED STATES POSTAL SERVICEUTIL UTILITIESUV UNIT VENTILATOR or ULTRA VIOLET
V VENT or VOLTSVAR VARIESVB VAPOR BARRIERVD VOLUME DAMPERVE VALUE ENGINEERINGVECP VALUE ENGINEERING CHANGE PROPOSALVERP VERTICAL PANELVERT VERTICALVG VERTICAL GRAIN or VARIABLE GRADEVIF VERIFY IN FIELDVOL VOLUMEVW VARIABLE WIDTH
W WEST or WIDTH or WIDEW/ WITHWC WATER CLOSETWCO WALL CLEANOUTWD WOODWF WIDE FLANGEWG WIRE GLASSWH WATER HEATERW/O WITHOUTWOM WALK OFF MATWP WATERPROOF(ING)WPM WATERPROOFING MEMBRANEWRB WEATHER RESISTANT BARRIERWS WATERSTOP or WAINSCOTWT WEIGHTWWF WELDED WIRE FABRIC
YD YARD(S)
@ AT
ARCHITECTURAL ABBREVIATIONS
ALUMINUM
CONCRETE
EARTH
INSULATION, BATT
INSULATION, GRID
GLASS
GRAVEL
GYPSUM WALL BOARD
LUMBER, FINISHED
CONCRETE MASONRY (CMU)
MASONRY, BRICK / VENEER
PLYWOOD
SAND
STEEL
WOOD BLOCKING
WOOD MEMBER
TYPICAL HATCHES
ANNOTATION LINE TYPESCENTER LINE
GRIDLINE
BREAK LINE
DETAILS OR ENLARGED ITEM
PROJECT NO.:
PROJECT MGR.:
DRAWN BY:
CHECKED BY:
JACKSON | MAIN ARCHITECTURE P.S. © 2015
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAIN.COM
JACKSON | MAINA R C H I T E C T U R E
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GENERAL NOTES &ABBREVIATIONS AND
SYMBOLS
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14TH AVE SE
3R
D S
T S
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EXISTINGELECTRICAL
TRANSFORMER
ADJACENT SITE
ADJACENT SITE
MULTICARE GOODSAMARITAN HOSPITAL
VEHICLERAMP
SIDEWALK
PARKINGBELOW
BUILDING
PARKING BELOWBUILDING
PARKINGBELOWBUILDING
TRASHAREA
SITE STATISTICS
SITE AREA - .38 ACRESZONE - MED - MEDICAL
PARKING LEGEND:
S - STANDARDC - COMPACTH - HANDICAP ACCESSIBLEV - VAN ACCESIBLE
1. LIMITS OF WORK ARE DEFINED WITHIN THE PROPERTY LINES AND ADJACENTRIGHT OF WAYS.
2. SITE CONTROLS ARE EXISTING PROPERTY CORNERS AS IDENTIFIED BY PROPERTYSURVEY.
3. EXPANSION JOINTS ARE SHOWN ON SITE PLANS, ALL OTHER LINES WITHINCONCRETE PAVING AREAS ARE TO BE CONTROL JOINTS UNLESS OTHERWISENOTED, REFER TO CIVIL DRAWINGS.
4. SIDEWALKS TO MAINTAIN A SLOPE NO GREATER THAN 1:20 IN THE PRIMARYDIRECTION OF TRAVEL AND A SLOPE NO GREATER THAN 1:50 PERPENDICULAR TOTHE PRIMARY DIRECTION OF TRAVEL REFER TO CIVIL DRAWINGS.
5. CURB TO BE MEDIUM BROOM FINISH, PARALLEL TO GUTTER LINE, UNLESSOTHERWISE NOTED.
6. GRIDLINES CORRESPOND WITH BUILDING FLOOR PLAN GRIDLINES.7. REFER TO ELECTRICAL DRAWINGS FOR LIKE LIGHTING.8. ARCHITECT SITE PLAN IS SHOWN FOR REFERENCE ONLY. REFER TO CIVIL AND
LANDSCAPE DRAWINGS FOR PARAMETERS OF SITE INCLUDING ROADWORK,LANDSCAPING AND CONTEXTUAL SITE INFORMATION.
SITE PLAN NOTES:
1. CONFIGURE FIRE DETECTION INTERNAL ALARM AND CENTRAL REPORTING SYSTEMS INACCORDANCE WITH THE NATIONAL FIRE PROTECTION ASSOCIATION AND IN COMPLIANCE WITHTHE GOVERNING EDITIONS OF ADA, ANSI AND THE BUILDING CODE. THE EQUIPMENT FURNISHEDSHALL BE COMPATIBLE AND BE UL LISTED, FIRE MARSHAL APPROVED OR LISTED BY ANATIONALLY RECOGNIZED TESTING LABORATORY IN ACCORDANCE WITH THE APPLICABLENATIONAL FIRE PROTECTION ASSOCIATION STANDARDS.
2. ALL INSULATION INDICATED ON PLANS SHALL COMPLY WITH OR EXCEED THE REQUIREMENTS OFTHE MOST RESTRICTIVE PREVAILING BUILDING CODE (GOVERNING EDITION) FOR SMOKE DENSITYAND FLAME SPREAD.
3. PROVIDE EMERGENCY EXIT ILLUMINATION AND SIGNAGE AS REQUIRED BY PREVAILING LOCALJURISDICTION, BUILDING CODE, NFDA, OR NFPA (CURRENT EDITION).
4. PROVIDE EMERGENCY EGRESS LIGHTING WHERE REQUIRED TO MAINTAIN CODE SPECIFIEDILLUMINATION.
5. REFER TO SHEET A5.1 FOR SPECIFIC WALL, FLOOR AND ROOF ASSEMBLY TYPES RELATING TOFIRE RATINGS.
6. REFER TO FLOOR PLANS FOR SPECIFIC DIMENSIONS AND CLEARANCES.7. PROVIDE EGRESS ILLUMINATION ON BACKUP POWER AT ALL AREAS WHERE TWO EXITS ARE
REQUIRED. GENERAL POWER SUPPLY FOR THE MEANS OF EGRESS ILLUMINATION SHALL BEPROVIDED BY THE PREMISES' ELECTRICAL SUPPLY. THE LIGHTING LEVEL SHALL NOT BE LESSTHAN 1 FOOT CANDLE AT THE WALKING SURFACE LEVEL REQUIRED IN, BUT NOT LIMITED TO,LANDINGS AT EXTERIOR EXIT DOORS.
8. PROVIDE TACTILE EXIT SIGNAGE AT EACH EXIT DOOR TO AN EGRESS STAIRWAY, EXITPASSAGEWAY, AND EXIT DISCHARGE AS REQUIRED BY CODE.
9. COORDINATE ALL ELECTRICAL WORK, INCLUDING EXIT SIGNS AND EMERGENCY LIGHTING WITHELECTRICAL ENGINEER.
FIRE AND LIFE SAFETY NOTES:
STAIRS FROMABOVE
BUILDING EXIT EXIT 2 - 36 IN.CLEAR EGRESSCAPACITY- 180OCCUPANTS
MAX. DIAGONAL OF TENANT SPACE
77'-4"
BUILDING EXIT
EXIT 1 - 36 IN.CLEAR EGRESSCAPACITY - 180OCCUPANTS VEHICLE RAMP
DOWN
3
A0.2
PATH OFEGRESSTRAVEL108'-4"
3
A0.2
PATH OF EGRESSTRAVEL 94'-8"
PATH OF EGRESSTRAVEL 111'-3"
1 2 4
A
B
C
D
3
10 44 13.B2
28 31 23.A1
10 44 13.B2
2 LAYERS GWB @ RATED WALLS
GWB AND STUD WALL, WALLTYPE PER PLAN.
FIRE EXTINGUISHER
4'-6
" A
FF
MA
X
NOTE:
SEMI- RECESSED FIREEXTINGUISHER CABINET.WHITE PRE-FINISHED STEELW/ ROUNDED METAL EDGES.VERIFY QUANTITY TYPE, ANDLOCATIONS W/ FIREMARSHAL.
FIRE EXTINGUISHER CABINET
FIRE ALARM CONTROL PANEL
LIFE SAFETY LEGEND:
EXIT SIGN
KB KNOX BOX
PATH OF EGRESSPROJECT NO.:
PROJECT MGR.:
DRAWN BY:
CHECKED BY:
JACKSON | MAIN ARCHITECTURE P.S. © 2015
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAIN.COM
JACKSON | MAINA R C H I T E C T U R E
WA
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PA
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SITE PLAN / LIFESAFETY PLAN
SC
TSB
15136.00
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LIN
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TRUENORTH
PROJECTNORTH
1" = 20'-0"
EXISTING SITE PLAN
TRUENORTH
PROJECTNORTH
1/8" = 1'-0"
LIFE SAFETY PLAN
1 1/2" = 1'-0"3
RECESSED FIRE EXTINGUISHER
FOR REFERENCE ONLY
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04
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KEYNOTE LEGEND
KEY VALUE KEYNOTE TEXT
10 44 13.B2 Semi-Recessed Fire Extinguisher Cabinet Coordinate With Fire Marshal
28 31 23.A1 Fire Alarm Control Panel Coordinate Location with Fire Marshal
NOTE:1. See Garage Plan / A1.0 for complete lower level parking.
3
F RATINGS - 1,2,3 AND 4 HR (SEE ITEMS 2 AND 3)
T RATINGS - 0,1,2,3 AND 4 HR (SEE ITEM 3)
L RATING AT AMBIENT - LESS THAN 1 CFM/SQ FT
L RATING AT 400 F - LESS THAN 1 CFM/SQ FT
SYSTEM NO. W-L-1001
1. WALL ASSEMBLY - THE 1,2,3 OR 4 HR FIRE-RATED GYPSUM BOARD/STUD WALL ASSEMBLYSHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THEINDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCEDIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:
A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAX 2 HR FIRE RATEDASSEMBLIES) OR STEEL CHANNEL STUDS. WOOD TO CONSIST OF NOM 2" BY 4" LUMBERSPACED 16" OC. WITH NOM 2" BY 4" LUMBER END PLATES AND CROSS BRACES. STEEL STUDSTO BE MIN 3-5/8" WIDE BY 1-3/8" DEEP CHANNELS SPACED MAX 24" OC.
B. GYPSUM BOARD* - NOM 1/2" OR 5/8" THICK, 4 FT WIDE WITH SQUARE OR TAPERED EDGES.THE GYPSUM BOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEETORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THEUL FIRE RESISTANCE DIRECTORY. MAX DIAMETER OF OPENING IS 26".
2. THROUGH PENETRANT - ONE METALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHERCONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACEBETWEEN PIPE, CONDUIT OR TUBING AND PERIPHERY OF OPENING SHALL BE MIN 0" (POINTCONTACT) TO MAX 2". PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDESOF THE FLOOR ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITSOR TUBING MAY BE USED:
A. STEEL PIPE - NOM 24" DIAMETER (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.
B. IRON PIPE - NOM 24" DIAMETER (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CASTIRONSOIL PIPE, NOM 12" DIAMETER (OR SMALLER) OR CLASS 50 (OR HEAVIER) DUCTILE IRONPRESSURE PIPE.
C. CONDUIT - NOM 6" DIAMETER (OR SMALLER) STEEL CONDUIT OR NOM 4" DIAMETER (ORSMALLER) STEEL ELECTRICAL METALLIC TUBING.
D. COPPER TUBING - NOM 6" DIAMETER (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING.
E. COPPER PIPE - NOM 6" DIAMETER (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.
F. THROUGH PENETRATING PRODUCT* - FLEXIBLE METAL PIPING THE FOLLOWING TYPES OFSTEEL FLEXIBLE METAL GAS PIPING MAY BE USED:
1. NOM 2" DIAMETER (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERINGON PIPING MAY OR MAY NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.
OMEGA FLEX INC
2. NOM 1" DIAMETER (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERINGON PIPING MAY OR MAY NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.
GASTITE, DIV OF TITEFLEX
3. NOM 1" DIAMETER (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERINGON PIPING MAY OR MAY NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.
WARD MFG LLC
B. FILL, VOID, CAVITY MATERIAL* - CAULK OR SEALANT - MIN 5/8", 1-1/4", 1-7/8" AND 2-1/2"THICKNESS OF CAULK FOR 1,2,3 AND 4 FR RATED ASSEMBLIES, RESPECTIVELY, APPLIEDWITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. MIN 1/4" DIAMETER BEAD OF CAULKAPPLIED TO GYPSUM BOARD/PENETRANT INTERFACE AT POINT CONTACT LOCATION ON BOTHSIDES OF WALL. THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THEHOURLY FIRE RATING ON THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THEFOLLOWING TABLE. THE T RATING ON THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPEOR SIZE OF THE PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY INWHICH IT IS INSTALLED, AS TABULATED BELOW:
+ WHEN COPPER PIPE IS USED, T RATING IS 0 HR.
3M COMPANY - CP 25WB+ OR FB-3000 WT.
* INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR cUL CERTIFICATION MARK FORJURISDICTIONS EMPLOYING THE UL OR cUL CERTIFICATION (SUCH AS CANADA), RESPECTIVELY.
2
1A3
SECTION A-A
A
A
1B
3
MAX PIPE OR CONDUITDIAMETER
1"
1"
4"
6"
12"
F RATING HR
1 OR 2
3 OR 4
1 OR 2
3 OR 4
1 OR 2
T RATING HR
0+, 1 OR 2
3 OR 4
0
0
0
F RATINGS - 1 AND 2 HR (SEE ITEM 3)
T RATINGS - 1 AND 2 HR (SEE ITEM 3)
L RATING AT AMBIENT - 7CFM/SQ FT (SEE ITEM 3B)
L RATING AT 400 F - LESS THAN 1 CFM/SQ FT (SEE ITEM 3B)
SYSTEM NO. W-L-2003
1. WALL ASSEMBLY - THE 1 OR 2 HR FIRE-RATED GYPSUM BBOARD/STUD WALL ASSEMBLYSHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THEINDIVIDUAL U300, U400 OR V400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRERESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:
A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNELSTUDS. WOOD TO CONSIST OF NOM 2" BY 4" LUMBER SPACED 16" OC. WITH NOM 2" BY 4"LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO3/8" DEEP CHANNELS SPACED MAX 24" OC.
B. GYPSUM BOARD* - 5/8" THICK, 4 FT WIDE WITH SQUARE OR TAPERED EDGES. THEGYPSUM BOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEETORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300, U400 OR V400 SERIESDESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAMETER OF OPENING IS 3-1/8".
2. THROUGH PENETRANTS - ONE NONMETALLIC PIPE OR CONDUIT TO BE CENTERED IN THETHROUGH OPENING. THE ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND PERIPHERY OFOPENING SHALL BE MIN 1/4" AND MAX 3/8". PIPE OR CONDUIT TO BE SUPPORTED ON BOTH SIDES OF THE FLOOR -CEILING ASSEMBLY. THE FOLLOWING TYPESAND SIZES OF NONMETALLIC PIPES OR CONDUITS MAY BE USED:
A. POLYVINYL CHLORIDE (PVC) PIPE - NOM 2" DIAMETER (OR SMALLER) SCHEDULE 40 SOLIDCORE PVC PIPE FOR USE IN CLOSED (PROCESSOR SUPPLY) OR VENTED (DRAIN, WASTE ORVENT) PIPING SYSTEM.
B. RIGID NONMETALLIC CONDUIT++ - NOM 2" DIAMETER (OR SMALLER)(SCHEDULE 40 OR 80)PVC CONDUIT INSTALLED IN ACCRODANCE WITH THE NATIONAL ELECTRIC CODE (NFPA NO70).
C. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2" DIAMETER (OR SMALLER)SDR13.5 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEM.
D. CELLULAR CORE POLYVINYL CHLORIDE (ccPVC) PIPE - NOM 2" DIAMETER (OR SMALLER)SCHEDULE 40 CELLULAR CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) ORVENTED ( DRAIN, WASTE OR VENT) PIPING SYSTEMS.
E. ACRYLONITRILE BUTADIENE STYRENE (ABS) PIPE - NOM 2" DIAMETER (OR SMALLER)SCHEDULE 40 SOLID CORE ABS PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED(DRAIN, WASTE OR VENT) PIPING SYSTEMS.
F. CELLULAR CORE ACRYLONITRILE BUTADIENE STYRENE (ccABS) PIPE - NOM 2" DIAMTER (ORSMALLER) SCHEDULE 40 CELLULAR CORE ABS PIPSE FOR USE IN CLOSED (PROCESS ORSUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS.
3. FIRESTOP SYSTEM - INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY.THE HOURLY F AND T RATINGS FOR THE FIRESTOP SYSTEM ARE EQUAL TO THE HOURLYFIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. THE DETAILS OF THEFIRESTOP SYSTEM SHALL BE AS FOLLOWS.
A. FILL, VOID OR CAVITY MATERIALS* - WRAP STRIP - NOM 1/4" THICK INTUMESCENTELASTOMERIC MATERIAL FACED ON ONE SIDE WITH ALUMINUM FOIL, SUPPLIED IN 2" WIDESTRIPS. NOM 2" WIDE STRIP TIGHTLY WRAPPED AROUND NONMETALLIC PIPE (FOIL SIDEOUT) WITH SEAM BUTTED. WRAP STRIP LAYER SECURELY BOUND WITH STEEL WIRE ORALUMINUM FOIL TAPE AND SLID INTO ANNULAR SPACE APPROX 1-1/4" SUCH THAT APPROX3/4" OF THE WRAP STRIP PROTRUDES FROM THE WALL SURFACE.
3M COMPANY - FS-195+
B. FILL, VOID, CAVITY MATERIALS* - CAULK, SEALANT OR PUTTY - MIN 5/8" THICKNESS OFCAULK OR PUTTY APPLIED INTO ANNULAR SPACE BETWEEN WRAP STRIP AND PERIPHERY OFOPENING. A NOM 1/4" DIAMETER BEAD OF CAULK OR PUTTY TO BE APPLIED TO THE WRAPSTRIP/WALL INTERFACE AND TO THE EXPOSED EDGE OF THE WRAP STRIP LAYERS APPROX3/4" FROM THE WALL SURFACE.
3M COMPANY - CP 25WB+ CAULK OR MP+ STIX PUTTY, IC 15WB+ CAULK, FIREDAM 150+CAULK OR FB-3000 WT SEALANT. (NOTE: L RATINGS APPLY ONLY WHEN TYPE CP 25WB+CAULK OR FB-3000 WT SEALANT IS USED. CP 25WB+ AND FIREDAM 150+ NOT SUITABLE FORUSE WITH CPVC PIPES.)
C. FOIL TAPE - (NOT SHOWN) - NOM 4" WIDE, 3 MIL THICK ALUMINUM TAPE WRAPPED AROUNDPIPE PRIOR TO THE INSTALLATION OF THE WRAP STRIP (ITEM 3A). MIN OF ONE WRAP,FLUSH WITH BOTH SIDES OF THE WALL AND PRCEEDING OUTWARD. TAPE IS NOT REQUIREDFOR PIPES SHOWN IN ITEMS 2A, 2B AND 2C.
* INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR cUL CERTIFICATION MARK FORJURISDICTIONS EMPLOYING THE UL OR cUL CERTIFICATION (SUCH AS CANADA),RESPECTIVELY.
2
1A3B
3A
3A
SECTION A-A
A
A
1B
3B
F RATINGS - 1 AND 2 HR (SEE ITEM 1)
T RATINGS - 3/4, 1, 1-1/2 AND 2 HR (SEE ITEM 2)
L RATING AT AMBIENT - 15 CFM/SQ FT (SEE ITEM 3)
L RATING AT 400 F - LESS THAN 1 CFM/SQ FT (SEE ITEM 3)
SYSTEM NO. W-L-3001
1. WALL ASSEMBLY - THE 1 OR 2 HR FIRE-RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALLBE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY ANDSHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:
A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS.WOOD STUDS TO CONSIST OF NOM 2" BY 4" LUMBER SPACED 16" OC. WITH NOM 2" BY 4" LUMBEREND PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8" WIDE BY 1-3/8" DEEPCHANNELS SPACED MAX 24" OC.
B. GYPSUM BOARD* - NOM 1/2" OR 5/8" THICK, 4 FT WIDE WITH SQUARE OR TAPERED EDGES.THE GYPSUM BOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEETORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL WALL OR PARTITION DESIGN.DIAMETER OF CIRCULAR THROUGH OPENING TO BE 3/8" TO 5/8" LARGER THAN OUTSIDEDIAMETER OF CABLE OR CABLE BUNDLE.
C. FASTENERS - WHEN WOOD STUD FRAMING IS EMPLOYED GYPSUM WALLBOARD LAYERSATTACHED TO STUDS WITH CEMENT COATED NAILS AS SPECIFIED IN THE INDIVIDUAL WALL ORPARTITION DESIGN. WHEN STEEL CHANNEL STUD FRAMING IS EMPLOYED, GYPSUM WALLBOARDATTACHED TO STUDS WITH TYPE S SELF-DRILLING, SELF-TAPPING BUGLE-HEAD SCREWS ASSPECIFIED IN THE INDIVIDUAL WALL OR PARTITION DESIGN.
THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THEWALL ASSEMBLY IN WHICH IT IS INSTALLED.
2. CABLES - INDIVIDUAL CABLE OR MAX 1" DIAMETER CABLE BUNDLE INTALLED IN THROUGHOPENING WITH AN ANNULAR SPACE MIN 0" (POINT OF CONTACT) TO MAX 3/4". CABLE TO BERIGIDLY SUPPORTED ON BOTH SIDES OF THE WALL ASSEMBLY. THE FOLLOWING TYPES ANDSIZES OF CABLES MAY BE USED:
A. MAX 150 PAIR NO. 24 AWG COOPER CONDUCTOR TELEPHONE CABLE WITH POLYVINYLCHLORIDE (PVC) INSULATION AND JACKET MATERIALS. WHEN MAX 25 PAIR TELEPHONE CABLEIS USED, T RATING IS 2 HR. WHEN 50 TO 150 PAIR TELEPHONE CABLE IS USED IN 1 HR FIRERATED WALL, T RATING IS 3/4 HR. WHEN 50 TO 150 PAIR TELEPHONE CABLE IS USED IN 2 HRFIRE RATED WALL, T RATING IS 1 HR.
B. MAX NO.10 AWG MULTIPLE COPPER CONDUCTOR TYPE NM ("ROMEX") NONMETALLICSHEATHED CABLE WITH PVC INSULATION AND JACKET MATERIALS. WHEN TYPE NM CABLE ISUSED, MAX T RATING IS 1-1/2HR.
C. MULTIPLE FIBER OPTICAL COMMUNICATION CABLE JACKETED WITH PVC AND HAVING A MAXOUTSIDE DIAMETER OF 5/8". WHEN FIBER OPTIC CABLE IS USED, MAX T RATING IS 2 HR.
D. MAX 12 AWG MULTICONDUCTOR (MAX SEVEN CONDUCTORS) POWER/CONTROL CABLE WITHCROSS-LINKED POLYTHYLENE (XLPE) INSULATION AND XLPE OR PVC JACKET MATERIALS.WHEN MULTICONDUCTOR POWER/CONTROL CABLE IS USED, MAX T RATING IN 2 HR.
E. MAX FOUR CONDUCTOR WITH GROUND NO. 2 AWG (OR SMALLER) ALUMINUM SER CABLESWITH POLYVINYL CHLORIDE INULATION AMID JACKET MATERIALS.
B. FILL, VOID, CAVITY MATERIAL* - CAULK, SEALANT OR PUTTY - CAULK OR PUTTY FILLMATERIAL INSTALLED TO COMPLETELY FILL ANNULAR SPACE BETWEEN CABLE AND GYPSUMWALLBOARD ON BOTH SIDES OF WALL AND WITH MIN 1/4" DIAMTER BEAD OF CAULK OR PUTTYAPPLIED TO PERIMETER OF CABLE(S) AT ITS EGRESS FROM EACH SIDE OF THE WALL.
3M COMPANY - CP 25WB+ OR FB-3000 WT.
* INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR cUL CERTIFICATION MARK FORJURISDICTIONS EMPLOYING THE UL OR cUL CERTIFICATION (SUCH AS CANADA), RESPECTIVELY.
2
1A3
SECTION A-A
A
A
1B
3
F RATINGS - 1 AND 2 HR (SEE ITEM 1)
T RATINGS - 1/4, 3/4, 1, 1-1/2 AND 1-3/4 HR (SEE ITEMS 2 AND 3)
SYSTEM NO. W-L-8010
1. WALL ASSEMBLY - THE 1 OR 2 HR FIRE-RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BECONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300, U400 ORV400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALLINCLUDE THE FOLLOWING CONSTRUCTION FEATURES:
A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS.WOOD STUDS TO CONSIST OF NOM 2" BY 4" LUMBER SPACED 16" OC. WITH NOM 2" BY 4" LUMBER ENDPLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8" WIDE BY 1-3/8" DEEP CHANNELSSPACED MAX 24" OC.
B. GYPSUM BOARD* - NOM 5/8" THICK GYPSUM BOARD, AS SPECIFIED IN THE INDIVIDUAL WALL ANDPARTITION DESIGN. MAX AREA OF OPENING IS 65-1/4 SQ IN. WITH MAX DIMENSION OF 14-1/2".
THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OFTHE WALL ASSEMBLY.
2. THROUGH PENETRANTS - A MAX OF FOUR PIPES, CONDUITS OR TUBING TO BE INSTALLED WITHINTHE OPENING. THE SPACE BETWEEN PIPES, CONDUITS OR TUBING SHALL BE MIN 1/2" TO MAX 1-5/16".THE SPACE BETWEEN PIPES, CONDUITS OR TUBING AND THE PERIPHERY OF OPENING SHALL BE MIN1-3/16" FOR UNINSULATED COPPER TUBES AND COPPER PIPES AND UNINSULATED STEEL PIPES ANDCONDUIT. THE SPACE BETWEEN PIPES, CONDUITS OR TUBING AND PERIPHERY OF OPENING SHALLBE MAX 1-5/16". PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THEFLOOR OR WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS ORTUBING MAY BE USED:
A. STEEL PIPE - NOM 2" DIAMETER (OR SMALLER) SCHEDULE 5 (OR HEAVIER) STEEL PIPE.
B. CONDUIT - NOM 2" DIAMETER (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR STEELCONDUIT.
C. COPPER TUBING - NOM 2" DIAMETER (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING.
D. COPPER PIPE - NOM 2" DIAMETER (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.
WHEN UNINSULATED STEEL PIPE OR CONDUIT IS USED, T RATING IS 3/4HR AND 1-1/2HR FOR 1 AND2 HR RATED ASSEMBLIES, RESPECTIVELY.
WHEN UNINSULATED COPPER TUBING OR PIPE IS USED, T RATING IS 1/4 HR FOR BOTH 1 AND 2 HRRATED ASSEMBLIES.
3A. PIPE COVERING* - (OPTIONAL) - NOM 1" HOLLOW CYLINDRICAL HEAVY DENSITY (MIN 3.5 pcf OR56kg/m3) GLASS FIBER UNITS JACKETED ON THE OUTSIDE WITH AN ALL SERVICE JACKET.LONGITUDINAL JOINTS SEALED WITH METAL FASTENERS OR FACTORY-APPLIED SELF-SEALING LAPTAPE. TRANSVERSE JOINTS SECURED WITH METAL FASTENERS OR WITH BUTT TAPE SUPPLIED WITHTHE PRODUCT.
SEE PIPE AND EQUIPMENT COVERING - MATERIALS (BRGU) CATEGORY IN THE BUILDING MATERIALSDIRECTORY FOR NAMES OF MANUFACTURERS. ANY PIPE COVERING MATERIAL MEETING THE ABOVESPECIFICATIONS AND BEARING THE UL CLASSIFICATION MARKING WITH A FLAME SPREAD INDEX OF 25OR LESS AND A SMOKE DEVELOPED INDEX OF 50 OR LESS MAY BE USED.
WHEN PIPE COVERING IS USED ON THE THROUGH PENETRANTS, T RATING IS 3/4 HR AND 1-1/2 HRFOR 1 AND 2 HR FIRE RATED ASSEMBLIES, RESPECTIVELY.
3B. TUBE INSULATION - PLASTICS# - (OPTIONAL) - NOM 3/4"THICK ACRYLONITRILEBUTADIENE/POLYVINYL CHLORIDE (AB/PVC) FLEXIBLE FOAM FURNISHED IN THE FORM OF TUBING.
SEE PLASTICS (QMFZ2) CATEGORY IN THE RECOGNIZED COMPONENT DIRECTORY FOR NAMES OFMANUFACTURERS. ANY RECOGNIZED COMPONENT TUBE INSULATION MATERIAL MEETING THE ABOVESPECIFICATIONS AND HAVING A UL94 FLAMMABILITY CLASSIFICATION OF 94-5VA MAY BE USED.
WHEN TUBE INSULATION IS USED ON ALL THROUGH PENETRANTS, T RATING IS 3/4 HR AND 1-1/2HR FOR 1 AND 2 HR FIRE RATED ASSEMBLIES, RESPECTIVELY.
4. FILL, VOID, CAVITY MATERIAL* - CAULK OR SEALANT - MIN 5/8" OR 1-1/4" THICKNESS OF FILLMATERIAL, FOR 1 OR 2 HR WALL, RESPECTIVELY, APPLIED WITH THE ANNULUS, FLUSH WITH BOTHSURFACES OF WALL. AT POINT CONTACT LOCATIONS, A MIN 1/2" DIAMETER BEAD OF FILL MATERIALSHALL BE APPLIED AT THE WALL/PIPE AND WALL/PIPE INSULATION INTERFACE ON BOTH SURFACESOF WALL.
3M COMPANY - CP 25WB+, IC 15WB+ CAULK OR FB-3000 WT SEALANT
5.FILL, VOID, CAVITY MATERIALS* - WRAP STRIP - (NOT SHOWN) - MIN ONE LAYER OF 2" WIDE, NOM1/4" THICK INTUMESCENT ELASTOMERIC MATERIAL FACED ON ONE SIDE WITH ALUMINUM FOIL,REQUIRED ONLY WHEN TUBE INSULATION (ITEM 3B) IS USED IN 2HR RATED ASSEMBLIES. WRAP STRIPTIGHTLY AROUND TUBE INSULATION (FOIL SIDE EXPOSED) WITHIN THE OPENING ON BOTH SIDES OFTHE WALL, FLUSH WITH BOTH SURFACES OF THE WALL ASSEMBLY.
3M COMPANY - FS-195+
# BEARING THE UL RECOGNIZED COMPONENT MARK
* BEARING THE UL CLASSIFICATION MARKING
2
1A3
SECTION A-A
A
A
1B
3B4
F RATINGS - 1 AND 2 HR (SEE ITEM 1)
T RATINGS - 0 AND 3/4 HR (SEE ITEM 1)
SYSTEM NO. W-L-8018
1. WALL ASSEMBLY - THE 1 OR 2 HR FIRE-RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALLBE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U400 ORV400 SERIES WALL AND PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALLINCLUDE THE FOLLOWING CONSTRUCTION FEATURES:
A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS.WOOD STUDS TO CONSIST OF NOM 2" BY 4" LUMBER SPACED 16" OC. WITH NOM 2" BY 4" LUMBEREND PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 2-1/2" STEEL CHANNEL STUDS SPACEDMAX 24" OC.
B. GYPSUM BOARD* - THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS AS REQUIRED INTHE INDIVIDUAL WALL AND PARTITION DESIGN. MAX DIAMETER OF OPENING IS 4".
THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THEWALL ASSEMBLY. THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS 0 AND 3/4 HR FOR 1 AND 2HR FIRE RATED ASSEMBLIES, RESPECTIVELY.
2. THROUGH PENETRANTS - PENETRANTS TO BE INSTALLED EITHER CONCENTRICALLY ORECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PENETRANTSSHALL BE MIN 0" (POINT CONTACT) TO MAX 1-1/2". THE ANNULAR SPACE BETWEEN PENETRANTSAND PERIPHERY OF OPENING SHALL BE MIN 0" (POINT CONTACT) TO MAX 1-1/4". PENETRANTS TOBE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZESOF PENETRANTS MAY BE USED:
A. METALLIC PIPES - MAX 2 METALLIC PIPES OR TUBING. THE FOLLOWING TYPES AND SIZES OFMETALLIC PIPES OR TUBING MAY BE USED.
A1. COPPER TUBING - NOM 1" DIAMETER (OR SMALLER) TYPE M (OR HEAVIER) COPPER TUBING.
A2. COPPER PIPE - NOM 1" DIAMETER (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.
B. TUBE INSULATION* - PLASTICS+ - NOM 3/4"THICK ACRYLONITRILE BUTADIENE/POLYVINYLCHLORIDE (AB/PVC) FLEXIBLE FOAM FURNISHED IN THE FORM OF TUBING. TUBE INSULATIONREQUIRED FOR ALL COPPER TUBES AND PIPES GREATER THAN NOM 3/4" DIAMETER.
SEE PLASTICS (QMFZ2) CATEGORY IN THE RECOGNIZED COMPONENT DIRECTORY FOR NAMES OFMANUFACTURERS. ANY RECOGNIZED COMPONENT TUBE INSULATION MATERIAL MEETING THEABOVE SPECIFICATIONS AND HAVING A UL94 FLAMMABILITY CLASSIFICATION OF 94-5VA MAY BEUSED.
C. CABLES - MAX ONE 2/C NO. 18 AWG (OR SMALLER) CONTROL CABLE WITH POLYVINYL CHLORIDE(PVC) INSULATION AND JACKET. CABLE TO BE RIGIDLY SUPPORTED ON BOTH SURFACES OF WALL.
3. FILL, VOID OR CAVITY MATERIALS* - CAULK, PUTTY OR SEALANT - MIN 5/8" THICKNESS OF FILLMATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH SURFACES OF THE WALL. MIN 1/2"DIAMETER BEAD OF FILL MATERIAL APPLIED TO THE GYPSUM BOARD/PENETRANT INTERFACE ATPOINT CONTACT LOCATION ON BOTH SURFACES OF WALL.
3M COMPANY - MP+ STIX PUTTY, CP 25WB+, IC 15WB+ CAULK OR FB-3000 WT SEALANT
+ BEARING THE UL RECOGNIZED COMPONENT MARK
* BEARING THE UL CLASSIFICATION MARKING
2B
1A2A
SECTION A-A
A
A
1B
3
2C
BEARING WALL RATING - 1 HR (SEE ITEM 2)
NON BEARING RATING - 1 HR (SEE ITEM 2)
THIS DESIGN WAS EVALUATED USING A LOAD DESIGN METHOD OTHER THAN THE LIMIT STATESDESIGN METHOD (e.g., WORKING STRESS DESIGN METHOD). FOR JURISDICTIONS EMPLOYINGTHE LIMIT STATES DESIGN METHOD, SUCH AS CANADA, A LOAD RESTRICTION FACTOR SHALL
BE USED - SEE GUIDE BXUV OR BXUV7
* INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR cUL CERTIFICATION MARK FORJURISDICTIONS EMPLOYING THE UL OR cUL CERTIFICATION (SUCH AS CANADA), RESPECTIVELY.
DESIGN NO. U432
1. FLOOR AND CEILING RUNNERS - (NOT SHOWN) - CHANNEL SHAPPED, FABRICATED FROM MIN0.0329" THICK, BARE METAL THICKNESS (NO. 20 MSG) CORROSION-PROTECTED STEEL, THATPROVIDES A SOUND STRUCTURAL CONNECTION BETWEEN STEEL STUDS AND ADJACENTASSEMBLIES SUCH AS FLOORS, CEILINGS AND/OR OTHER WALLS. ATTACHED TO FLOOR ANDCEILING ASSEMBLIES WITH STEEL FASTENERS SPACED NOT GREATER THAN 24" OC.
2. STEEL STUDS - MIN 0.0329" THICK, BARE METAL THICKNESS (NO. 20 MSG) CORROSION-PROTECTED STEEL STUDS, MIN 3-1/2" WIDE, COLD FORMED, DESIGNED IN ACCORDANCE WITHTHE CURRENT EDITION OF THE SPECIFICATION FOR THE DESIGN OF COLD-FORMEDSTEELSTRUCTERAL MEMBERS BY THE AMERICAN IRON AND STEEL INSTITUTE (AISI). ALL DESIGNDETAILS ENHANCING THE STRUCTURAL INTEGRITY OF THE WALL ASSEMBLY, INCLUDING THEAXIAL DESIGN LOAD OF THE STUDS, SHALL BE AS SPECIFIED BY THE STEEL STUD DESIGNERAND/OR PRODUCER, AND SHALL MEET THE REQUIREMENTS OF ALL THE APPLICABLE LOCALCODE AGENCIES. THE MAX STUD SPACING SHALL NOT EXCEED 24" OC. STUDS ATTACHED TOFLOOR AND CEILING RUNNERS WITH 1/2" LONG TYPE S-12 STEEL SCREWS ON BOTH SIDES OF THESTUDS OR BY WELDED OR BOLTED CONNECTIONS DESIGNED IN ACCORDANCE WITH THE AISISPECIFICATIONS (BEARING WALLS). STUD TO BE CUT 1/2" TO 3/4" LESS THAN ASSEMBLY HEIGHTAND FRICTION-FITTED INTO FLOOR AND CEILING RUNNERS (NON-BEARING WALLS).
3. LATERAL SUPPORT MEMBERS - (NOT SHOWN) - WHERE REQUIRED FOR LATERAL SUPPORT OFSTUDS, SUPPORT SHALL BE PROVIDED BY MEANS OF STEEL STRAPS, CHANELS OR OTHERSIMILAR MEANS AS SPECIFIED IN THE DESIGN OF A PARTICULAR STEEL STUD WALL SYSTEM.
4. GYPSUM BOARD* - NOM 5/8" THICK, 24" TO 54" WIDE GYPSUM PANELS, ATTACHED VERTICALLYOR HORIZONTALLY WITH 1-1/4" LONG TYPE S-12 STEEL SCREWS. WHEN APPLIED VERTICALLY TOSTUDS, JOINTS CENTEREDOVERR STUDS AND STAGGERED ON STUD CAVITY ON OPPISITE SIDESOF STUDS AND ATTACHED WITH SCREWS SPACED 8" OC ALONG THE EDGES AND 12" OC IN THEFIELD. WHEN APPLIED HORIZONTALLY TO STUDS, NO DISTANCE REQUIREMENT ON JOINTS ONOPPISITE SIDES OF STUDS AND ATTACHED WITH SCREWS SPACED 8" IN OC ALONG THE EDGEAND IN THE FIELD. WHEN USED IN WIDTHS OTHER THAN 48", GYPSUM PANELS TO BE INSTALLEDHORIZONTALLY. UNITED STATES GYPSUM CO - TYPE FRX-G.
5. BATTS AND BLANKETS* - (OPTIONAL, NOT SHOWN) - PLACED IN STUD CAVITIES, ANY GLASSFIBER OR MINERAL WOOL INSULATIONBEARING THE UL CLASSIFICATION MARKING AS TOSURFACE BURNING CHARACTERISTICS AND/OR FIRE RESISTANCE. SEE BATTS AND BLANKETS(BKNV OR BZJZ) CATEGORIES FOR NAMES OF CLASSIFIED COMPANIES.
6. JOINT TAPE AND COMPOUND - VINYL OR CASEIN, DRY OR PREMIXED JOINT COMPOUNDAPPLIED IN TWO COATS TO JOINTS AND SCREW HEADS. PAPER TAPE, NOM. 2" WIDE, EMBEDDEDIN FIRST LAYER OF COMPOUND OVER ALL JOINT. PAPER TAPE AND JOINT COMPOUND MAY BEOMMITED WHEN GYPSUM BOARDS ARE SUPPLIED WITH SQUARE EDGES.
7. CAULKING AND SEALANTS* - (OPTIONAL, NOT SHOWN) - A BEAD OF ACOUSTICAL SEALANTAPPLIED ARROUND THE PARTITION PERIMETER FOR SOUND CONTROL.
UNITED STATES GYPSUM CO - TYPE AS
* INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR cUL CERTIFICATION MARK FORJURISDICTIONS EMPLOYING THE UL OR cUL CERTIFICATION (SUCH AS CANADA), RESPECTIVELY.
4
2
6
6 4
2
33
SECTION A-A
A
A
1A
3
JULY 26, 2007
F RATINGS - 1 AND 2 HR (SEE ITEM 1)
T RATINGS - 0 HR
SYSTEM NO. W-L-7045
1. WALL ASSEMBLY - THE 1 HR AND 2 HR FIRE-RATED GYPSUM BOARD/STUD WALL ASSEMBLYSHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUALU400 OR V400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY ANDSHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES.
A. STUDS - WALL FRAMING SHALL CONSIST OF MIN 3-1/2 IN. WIDE STEEL CHANNEL STUDS SPACEDMAX 24 IN. ON CENTER. WHEN DIAM OF OPENING EXCEEDS WIDTH OF STUD CAVITY, ADDITIONALLENGTHS OF STEEL STUD INSTALLED TO FRAME OUT OPENING AROUND STEEL DUCT (ITEM 2).
B. GYPSUM BOARD* - MIN. 5/8 IN. THICK, 4 FT WIDE WITH SQUARE OR TAPERED EDGES. THEGYPSUM BOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEETORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U400 OR V400 SERIES DESIGN IN THE ULFIRE RESISTANCE DIRECTORY. MAX DIAMETER OF OPENING IS 25-1/2 IN.THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THEWALL ASSEMBLY IN WHICH IT IS INSTALLED.
2. STEEL DUCT - MAX. 24 IN. DIAMETER NO. 24 GAUGE (OR HEAVIER) SPIRAL WOUND STEEL DUCTTO BE INSTALLED CONCENTRICALLY WITH A 3/4 IN. ANNULAR SPACE. DUCT TO BE RIGIDLYSUPPORTED ON BOTH SIDES OF WALL ASSEMBLY.
3. FILL, VOID OR CAVITY MATERIAL* - CAULK OR SEALANT - MIN 5/8 IN. THICKNESS OF FILLMATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL ASSEMBLY.3M COMPANY - CP 25WB+ OR FB-3000 WT
*INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR cUL CERTIFICATION MARK FORJURISDICTIONS EMPLOYING THE UL OR cUL CERTIFICATION (SUCH AS CANADA), RESPECTIVELY.
1. ALL WOOD MUST BE FIRE TREATED.2. FIRE RATED WALLS TO BE FIRE STOPPED.3. PENETRATIONS, IN WALL REQUIRING PROTECTED OPENINGS ARE TO BE FIRE
STOPPED.4. ALL INTERIOR WALL COVERING MATERIALS SHALL BE FIRE RESISTIVE OR SHALL
BE TREATED TO BE FIRE RESISTIVE, SO AS TO RESULT IN A FLAME SPREADRATING OF AT LEAST CLASS III FOR GENERAL AREAS AND CLASS II FOR EXITWAYS, DELIVER CERTIFICATE TO LOCAL FIRE DEPARTMENT AS REQUIRED.
FIRE ASSEMBLY NOTES:
PROJECT NO.:
PROJECT MGR.:
DRAWN BY:
CHECKED BY:
JACKSON | MAIN ARCHITECTURE P.S. © 2015
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAIN.COM
JACKSON | MAINA R C H I T E C T U R E
WA
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FIRE RESISTANCEASSEMBLY DETAILS
SC
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SS
SS
C
C C
CC
CC
C
S S S SC C CC
FEC
UP
FA
CP
UP
E.P.E.P.E.P.C.U.
VEHICLE RAMP
UP
C.B.
C.B.
C.B.
4" WIDEWHITEPARKINGSTRIPE, TYP.
WHEELSTOP, TYP.
5'-7" H. EXISTINGRETAINING WALL
5'-7" HIGH EXISTINGRETAINING WALL
3'-8" HIGH EXISTINGRETAINING WALL
1'-9"EXISTINGRETAINING WALL
0'-8 1/2" H.CURB
STAIRWELLABOVE
LANDING
STORAGE
130
ELEV. / MECH.
133
ELEVATOR
E03
E01
E02
ENTRY
134
COVEREDPARKINGSPOT
18' - 1 5/8"5' - 5 1/2" 14' - 0 7/8"
EDGE OFBUILDINGABOVE
EDGE OFBUILDINGABOVE
EDGE OFBUILDINGABOVE
+2"
1 2 4
A
B
C
D
18' - 10" 69' - 11" 12' - 2"
18' - 8" 17' - 2" 29' - 11" 24' - 2" 11' - 1"
71' - 3"
20
' - 3
"2
1' -
5"
26
' - 0
"2
0' -
0"
67
' - 8
"
1' -
2"
7"
3
7 PKG SPACES
EXIST. CONC.COLUMN
EXIST. CONC.COLUMN
EXIST. CONC.COLUMN
EXIST. CONC.COLUMN, TYP.OF (3)
E4E3
ST
FP
ST
ST
ST
ST ST
ST
PA
PA
STFP
FP
25
ELEVATOR
DN
72' - 3"
1' - 0" 14' - 0" 45' - 9" 10' - 6" 1' - 0"
VEHICLE RAMP
DOWN
02 41 00.C17
02 41 00.D2
02 41 00.C22
02 41 00.C14
02 41 00.C35
02 41 00.C35 02 41 00.C18
02 41 00.C17
02 41 00.C35
02 41 00.C14
02 41 00.C35
02 41 00.C22
02 41 00.D4
02 41 00.C17
02 41 00.D2
1 2 4
A
B
C
D
, F.V. , F.V.
17' - 2" 29' - 11" 24' - 2"
71' - 3"
1' - 0", F.V.
1' -
0"
11
' - 8
"5
6' -
0"
, F
.V.
7' -
5"
02 41 00.C22
02 41 00.C22
02 41 00.D7
3
, F
.V.
20
' - 3
"2
1' -
5"
26
' - 0
"
67
' - 8
"
1' -
9"
13
' - 3
"1
1' -
0"
1' -
0"
4' - 4"
02 41 00.C17
02 41 00.C221' - 6"
02 41 00.D102 41 00.C22
02 41 00.D2
02 41 00.C17
02 41 00.D2
02 41 00.D2
02 41 00.C22
02 41 00.C22 02 41 00.C17
02 41 00.C17
02 41 00.D2
02 41 00.D2
02 41 00.C14
02 41 00.C14
02 41 00.C17
(HALF TONE) EXISTING
(DASHED) DEMOLITION
EXIT SIGN
STROBE / ANNUNCIATOR
FIRE PULL
FIRE ALARM CONTROL PANEL
PANEL
PLAN LEGEND:
ST
FP
FACP
PA
1. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS.2. COMPLY WITH ALL RULES AND REGULATIONS OF THE GOVERNMENTAL AUTHORITIES
HAVING JURISDICTION OVER DEMOLITION WORK.3. INCLUDE COMPLETE REMOVAL AND DISPOSAL OF DEMOLISHED ITEMS. SALVAGE
ITEMS WHERE APPROPRIATE, COORDINATE PICKUP OR STORAGE WITH OWNER.4. COORDINATE WITH OWNER FOR SHUT-OFF, CAPPING, AND CONTINUATION OF UTILITY
SERVICE AS REQUIRED.5. PROVIDE DEMOLITION TO THE EXTENT REQUIRED TO ACCOMPLISH NEW
CONSTRUCTION. REFER TO ARCHITECTURAL (AND CONSULTANT, IF APPLICABLE)DRAWINGS.
6. REMOVE THE FOLLOWING WITHIN AREA OF MAJOR WORK, U.N.O.: EXISTINGFLOORING, SUSPENDED CEILING SYSTEM, RUBBER BASE, LIGHT FIXTURES,EQUIPMENT (SALVAGE FOR OWNER), AND WALL COVERING. SALVAGE CEILING TILESTO USE IN NEW CONSTRUCTION, SEE FINISH SCHEDULE. SALVAGE LIGHT FIXTURES TOUSE IN NEW CONSTRUCTION.
7. PROTECT STRUCTURAL ELEMENTS FROM DAMAGE DURING DEMOLITION ANDCONSTRUCTION. PROVIDE SHORING/ BRACING AS NECESSARY TO MAINTAINSTRUCTURAL STABILITY DURING WORK. PROVIDE SHORING PLANS FOR REVIEW.
8. COORDINATE WITH OWNER TO HAVE ALL FURNITURE AND EQUIPMENT REMOVEDFROM DEMOLITION AREAS PRIOR TO CONSTRUCTION START, U.N.O.
9. NOTIFY ARCHITECT IMMEDIATELY OF ANY CONFLICTS BETWEEN EXISTING CONDITIONSAND NEW CONSTRUCTION PRIOR TO PROCEEDING WITH THE WORK.
DEMOLITION NOTES:
PROJECT NO.:
PROJECT MGR.:
DRAWN BY:
CHECKED BY:
JACKSON | MAIN ARCHITECTURE P.S. © 2015
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAIN.COM
JACKSON | MAINA R C H I T E C T U R E
WA
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PA
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A1.0
GARAGE PLAN &FIRST FLOOR
DEMOLITION PLAN
SC
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15136.00
PU
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TRUENORTH
PROJECTNORTH
1/8" = 1'-0"
GARAGE
TRUENORTH
PROJECTNORTH
1/8" = 1'-0"
LEVEL 1 - DEMOLITION
DEMOLITION KEYNOTES
KEY VALUE KEYNOTE TEXT
02 41 00.C14 Casework To Be Removed
02 41 00.C17 Door And Frame To Be Removed
02 41 00.C18 Window And Frame To Be Removed
02 41 00.C22 Wall To Be Removed
02 41 00.C35 Fixtures To Be Removed
02 41 00.C45 Fixture To Be Removed And Held For Reinstallation
02 41 00.D1 Door And Frame To Remain, Protect
02 41 00.D2 Wall To Remain, Protect, Patch, and Paint
02 41 00.D4 Relocated Door
02 41 00.D7 Fill Wall And Paint At Removed Door
DA
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PARKING LEGEND:
S - STANDARDC - COMPACTH - HANDICAP ACCESSIBLEV - VAN ACCESIBLE
UP
DN
FA
CP
UP DN
FA
CP
FA
CP
UP
UP
FA
CP
E4
123
M2
C1
M2
C1
2
2
1
1
2
1
2
2
1 12
22 2 2 2
2
22
ELEVATOR
17' - 2" 29' - 11" 24' - 2"
8' - 6" 6' - 6" 9' - 7" 5' - 5" 14' - 11"
M2
C1
1' - 0" 14' - 0" 9' - 5" 9' - 3" 9' - 6" 9' - 5" 9' - 1" 9' - 8" 1' - 0"
RAMPDOWN
2
E1 E2
3
3 3
4
M1
B1
M2
C1
M2
C1
M2
C1
M2
C1
M2
C1
M2
C1
M2
C1
M2
C1
12' - 8" 4' - 10" 5' - 7"
M2
C1
119
102B
110 111 112 113 114
117
17' - 3" 10' - 5" 12' - 11" 5' - 4"
71' - 3"
72' - 3"
68
' - 8
"
2' -
4"
8' -
1"
4' -
11
"7
' - 7
"9
' - 2
" 16
' - 9
"
15' - 0" 45' - 9" 11' - 6"
1' -
0"
11
' - 8
"5
6' -
0"
1 2 4
A
B
C
D
3
, F
.V.
, F
.V.
1' -
9"
13
' - 3
"1
1' -
0"
1' -
0"
20
' - 3
"2
1' -
5"
26
' - 0
"
67
' - 8
"
, F.V., F.V.
100
119A
4' -
2"
4' -
1"
M1
B1
M2
C1
M2
C1
1
122
118
120
116
105
M2
C1
A5.3
12Typ.
10 44 13.B2
A4.0
1
A5.3
12Typ.
A5.3
12Typ.
124
A4.0
3
A4.0
2
102A
G
101
4' -
11
"3
' - 5
"4
' - 8
"
45.00°
M1
D1
A4.0
4M3
A
M2
C1
WH
13
A5.3
13
A5.3
EXAM
112
EXAM
113
PUBLIC WC
101
RAMPDOWN
LOUNGE
115
STAFF WC
116
HALLWAY
109
ELEVATOR
ENTRY
100
EXAM
114
EXAM
110
EXAM
111
STORAGE
117
IT
118
CONSULT
123
PATIENT WC
104
PROVIDER
124
WAITING
102
RECEPTION
103
PROCEDURE
119
UA
106
MA STATION
108
BACK HALLWAY
125
RECEIVING STORAGE
105
SCRUB
121
1 2 4
A
B
C
D
3
72' - 3"
1' - 0" 14' - 0" 45' - 9" 10' - 6" 1' - 0"
17' - 2" 29' - 11" 24' - 2"
71' - 3"
, F.V. , F.V.
1' - 0", F.V.
1' -
0"
11
' - 8
"5
6' -
0"
, F
.V.
, F
.V.
20
' - 3
"2
1' -
5"
26
' - 0
"
67
' - 8
"
1' -
9"
13
' - 3
"1
1' -
0"
1' -
0"
EXAM
122
JAN.
120
WH
(HALF TONE) EXISTING
NEW NON-RATED
PLAN LEGEND:
1. FIELD VERIFY CONDITIONS BEFORE COMMENCING WORK.2. FOR SPECIFIC WALL ASSEMBLY INFORMATION, SEE A5.1 SERIES.3. FILL ALL SCRATCHES, DENTS, CRACKS, HOLES, OPENINGS, IRREGULARITIES, AND/OR
DEFECTS IN BOTH EXISTING AND NEW WALL SURFACES WITH PLASTER PATCH,SPACKLING, JOINT COMPOUND, OR OTHER PRESCRIBED MATERIALS IN AN INDUSTRYAPPROVED MANNER TO PROVIDE A UNIFORM FINISHED WALL SURFACE TO MATCHEXISTING CONDITIONS. CLEAN AND SAND SMOOTH ALL SURFACES BEFORE APPLYINGFINISH MATERIAL.
4. REFER TO SHEET A5.0 FOR ACCESSIBILITY STANDARDS.5. REFER TO SHEET A6.0 FOR FENESTRATION INFORMATION.6. REFER TO DOOR AND WINDOW MANUFACTURER SPECIFICATIONS FOR ACTUAL ROUGH
OPENING SIZE.7. ALL DOORS ARE LOCATED 4" FROM WALL FINISH AT THE HINGE SIDE, UNLESS OTHERWISE
NOTED.8. LEVEL THE FLOOR SURFACE/SUBSTRATE WITH A LATEX UNDERLAYMENT SMOOTH AND
FREE FROM CRACKS, HOLES, RIDGES, COATINGS PREVENTING ADHESIVE BOND ANDOTHER DEFECTS IMPAIRING PERFORMANCE OR APPEARANCE. MAXIMUM ALLOWABLESLOPE IS 1/4" IN 10'-0". FINISH SAND SMOOTH TO PROVIDE AN ADEQUATE SUBSTRATE FORTHE INSTALLATION OF THE SCHEDULED FLOORING MATERIAL.
RENOVATION NOTES:
PROJECT NO.:
PROJECT MGR.:
DRAWN BY:
CHECKED BY:
JACKSON | MAIN ARCHITECTURE P.S. © 2015
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAIN.COM
JACKSON | MAINA R C H I T E C T U R E
WA
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PA
IN M
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1408 3
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FIRST FLOOR -OVERALL / FRAMING
PLANS
SC
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15136.00
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TRUENORTH
PROJECTNORTH
1/8" = 1'-0"
LEVEL 1 - FRAMING FLOOR PLAN
DA
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CIT
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ME
NT
S
TRUENORTH
PROJECTNORTH
1/8" = 1'-0"
LEVEL 1 - OVERALL FLOOR PLAN
KEYNOTE LEGEND
KEY VALUE KEYNOTE TEXT
10 44 13.B2 Semi-Recessed Fire Extinguisher Cabinet Coordinate With FireMarshal
3
3
UP
DN
T ectonic Cop yright 2007
FA
CP
UP DN
FA
CP
EXAM
112
EXAM
113
PUBLIC WC
101
RAMP (DOWN)
EXAM
114
LOUNGE
115
EXAM
111
EXAM
110
STAFF WC
116
IT
118
STORAGE
117
PATIENT WC
104
MA STATION
108
RECEPTION
103
CONSULT
123
PROVIDER
124
PROCEDURE
119
SCRUB
121
BACK HALLWAY
125
WAITING
102
ENTRY
100
HALLWAY
109
RECEIVING STORAGE
105
+4
2"
W
W
UA
106
+4
2"
+4
2"
+4
2"
1 2 4
A
B
C
D
3
EXAM
122
JAN.
120
RECEPTACLES @ WALL-MOUNTED COMPUTER@ 42" AFF, TYP
REFRIGERATORRECEPTACLE@ 18" AFF.
A4.0
2
GFI
GFI
GFI
42
" 42
"
42
" 42
" 42
"
GFI
A4.0
1
A4.0
4
TV
GF
I
POWER RECEPTACLE
GFI RECEPTACLE
TELEPHONE
POWER AND COMMUNICATIONS LEGEND:
DATA
GFI
W
QUAD RECEPTACLE
TVTV
GYP BD HARD CEILINGOR SOFFIT
2x2 LAY-INACOUSTICAL CEILINGSYSTEM
2x2DIRECT/INDIRECTLED FIXTURE
DADO HORIZONTAL
DADO VERTICAL
RECESSED CAN
2x2 RECESSEDR3 PERF INLAYLED FIXTURE
STRIP LIGHT
LIGHTING LEGEND:
DAYLIGHT SENSOR
DUAL LEVEL SWITCH
D
DL
OLIGHT SWITCH
DUAL LEVEL SWITCH THREEWAYDL3
OCCUPANCY SENSOR
D/ODAYLIGHT/OCCUPANCY SENSOR
R/OROOM OCCUPIED
C/DCLEAN OR DIRTY ROOM
DIM DIMMABLE LIGHT FIXTURE
2x4 RECESSED LED TROFFER W/ACRYLICLENS
2x2 PLAQUE-FACE AIR DIFFUSER
*
8' - 6" A.F.F.
4
A5.2
5
A5.2
8' - 6" A.F.F.
8' - 6" A.F.F. 9' - 0" A.F.F. 9' - 0" A.F.F. 9' - 0" A.F.F.
8' - 6" A.F.F.
9' - 0" A.F.F.
8' - 6" A.F.F.
9' - 0" A.F.F.
8' - 6" A.F.F.
SOFFIT 8' - 0" A.F.F.
9' - 0" A.F.F.
1 2 4
A
B
C
D
3
9' - 0" A.F.F. 9' - 0" A.F.F.
9' - 0" A.F.F.
8' - 6" A.F.F.
8' - 6" A.F.F.
8' - 6" A.F.F.
9' - 0" A.F.F.
D/O
D/O
D/O
D
D/O
D/O D/O D/O
D/O
O
O
O
O
O
O O
D/O
O
O
O
O
D/O
D/O
O
O
DIM
HEADER 7' - 0" A.F.F.
* *
* *
3
A5.2
6
A5.2
7
A5.2
D/O
9' - 0" A.F.F.
9' - 0" A.F.F.
D
9' - 0" A.F.F.4
A5.2
EXISTINGCEILING
CONDITIONS
1. LIGHTING IS SHOWN FOR REFERENCE ONLY / DESIGN INTENT, COORDINATE LIGHTINGLOCATIONS WITH MECHANICAL LAYOUT, REFERENCE ELECTRICAL DRAWINGS.
2. EGRESS LIGHTING BY CONTRACTOR REFER TO ELECTRICAL DRAWINGS.3. THE MEANS OF EGRESS INCLUDING THE EXIT DISCHARGE SHALL BE ILLUMINATED AT ALL
TIMES THE BUILDING IS OCCUPIED PER IBC 1006.14. THE BUILDING SHALL BE EQUIPPED WITH EMERGENCY LIGHTING AND IN THE EVENT OF A
POWER FAILURE SHALL AUTOMATICALLY ILLUMINATE THE AREA OF THE EXIT DISCHARGEIMMEDIATELY ADJACENT TO THE DISCHARGE DOORS PER IBC 1006.3
5. THE MEANS OF EGRESS INCLUDING THE EXIT DISCHARGE SHALL BE ILLUMINATED TOMINIMUM 1 FOOT-CANDLE AT ALL TIMES THE SPACE IS OCCUPIED BY PREMISESELECTRICAL SUPPLY. IN EVENT OF A POWER FAILURE THE LIGHTS SHALL OPERATE FORA MINIMUM OF 90 MINUTES.
6. PROVIDE 90 MINUTES OF EMERGENCY LIGHTING AT ALL EXTERIOR DOORS VIA SEPARATEBATTERY OR UNIT EQUIPMENT.
7. MAINTAIN 3" MIN. CLEARANCE BETWEEN CEILING FIXTURES AND INSULATION.8. CONTRACTOR IS RESPONSIBLE FOR ALL ABOVE CEILING HANGER BARS,
TRANSFORMERS, UNIT HEATERS AND OTHER NECESSARY ACCESSORIES REQUIRED FORA COMPLETE INSTALLATION IN COMPLIANCE WITH BUILDING CODE.
9. ALL LIGHT FIXTURES SHALL BE (IC-RATED) INSULATED CONTACT, UNLESS OTHERWISEREQUIRED BY BUILDING CODE, AND SHALL MAINTAIN REQUIRED FIRE RATING OFWALL/FLOOR/CEILING ASSEMBLY WHERE IT IS INSTALLED.
10. RECESSED FIXTURES TO HAVE A LENS WHERE REQUIRED BY BUILDING CODE.11. ALL WALLS EXTEND TO UNDERSIDE OF STRUCTURE, UNLESS OTHERWISE NOTED.12. PRIOR TO ORDERING OR INSTALLING, ALL EXITING SIGNAGE LOCATIONS AND QUANTITIES
TO BE APPROVED BY LOCAL FIRE MARSHALL, VERIFY WITH ARCHITECT.13. PAINT ALL GYPSUM CEILINGS THROUGHOUT.14. CENTER LIGHT FIXTURES WITHIN ROOM, CORRIDOR, &/OR SOFFIT, UNLESS OTHERWISE
NOTED. DIMENSIONS PROVIDED ARE FROM FACE OF FINISH TO CENTERLINE OFFIXTURES UNLESS OTHERWISE NOTED.
15. SOFFITS ARE DIMENSIONED FROM FACE OF FINISH TO FACE OF FINISHUNLESS OTHERWISE NOTED.
REFLECTED CEILING PLAN NOTES:
PROJECT NO.:
PROJECT MGR.:
DRAWN BY:
CHECKED BY:
JACKSON | MAIN ARCHITECTURE P.S. © 2015
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAIN.COM
JACKSON | MAINA R C H I T E C T U R E
WA
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FIRST FLOOR - RCP /POWER & COMM
PLANS
SC
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15136.00
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TRUENORTH
PROJECTNORTH
1/8" = 1'-0"
LEVEL 1 - POWER AND COMMUNICATION PLAN
TRUENORTH
PROJECTNORTH
1/8" = 1'-0"
REFLECTED CEILING PLAN
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S
1. THIS PLAN IS FOR REFERENCE ONLY - REFER TO ELECTRICAL DRAWINGS FORFURTHER INFORMATION.
2. ALL RECEPTACLES AND SWITCHES TO BE LOCATED WITHIN THE SPECIFIED REACHRANGES OF ANSI SECTION 308.
3. EACH PATIENT BED SHALL BE SUPPLIED BY AT LEAST TWO BRANCH CIRCUITS, ONEOR MORE FROM THE CRITICAL BRANCH AND ONE OR MORE FROM THE NORMALSYSTEM.
4. BRANCH CIRCUITS SERVING PATIENT BED LOCATIONS SHALL NOT BE PART OF AMULTIWIRE BRANCH CIRCUIT.
5. ALL RECEPTACLES SHALL BE LISTED AS "HOSPITAL GRADE" AND SO IDENTIFIED.6. ALL RECEPTACLES AT RECEPTION WORK SURFACE @ 18" AFF. (SEE 7/A5.0).
PROVIDE GROMMETS AT WORK SURFACE. COORDINATE LOCATION WITH OWNER
POWER AND COMMUNICATION NOTES:
3 3
3"
/ 1
2"
3" / 12"
3"
/ 1
2"
3" / 12"
RTU3
RTU1
RTU2
22 13 16.A6 22 13 16.A6
1/4" / 12"
1/8
" / 1
2"
1/8
" / 1
2"
FIE
LD
VE
RIF
Y
FIELD VERIFYFIELD VERIFY
FIE
LD
VE
RIF
Y
6" / 12"6" / 12"
08 81 00.A2
07 71 00.B4
07 31 00.A2
07 72 00.A6
23 74 00
PROJECT NO.:
PROJECT MGR.:
DRAWN BY:
CHECKED BY:
JACKSON | MAIN ARCHITECTURE P.S. © 2015
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAIN.COM
JACKSON | MAINA R C H I T E C T U R E
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ROOF PLAN
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TRUENORTH
PROJECTNORTH
1/8" = 1'-0"
ROOF
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KEYNOTE LEGEND
KEY VALUE KEYNOTE TEXT
07 31 00.A2 Existing Composition Shingles
07 71 00.B4 Existing Collector Head & Downspout
07 72 00.A6 Existing "30" Single-Leaf Roof Hatch/Smoke Vent"
08 81 00.A2 Existing Acrylic Rooftop Roofing
22 13 16.A6 Existing Roof Drain
23 74 00 Existing Packaged Outdoor HVAC Equipment
THIS PLAN IS FOR REFERENCE ONLY.
FA
CP
1
A
M2
B1
M2
B1
M2
B1
M1
E1
9' -
9"
1' -
0"
10 28 00.A15
A5.3
12Typ.
4' -
2"
6' -
7"
1' - 8"
3' - 10" 2' - 7" 7' - 5"
105
4' -
7"
5' -
2"
MA STATION
108RECEIVING STORAGE
105
UA
106
GF
I
W
REFRIGERATORRECEPTACLE@ 18" AFF.
W
PRINTER RECEPTACLE& COMMUNICATION
W
1
10 28 00.A19
10 28 00.A6
10 28 00.A20
10 28 00.A1
10 28 00.C3
10 28 00.C2
10 28 00.A2
22 40 00.A7
1' -
6"
1' -
6"
2
B
M1
B1
M1
D1
M1
B1
M1
B1
M2
C1
1
M1
D1
CLEAR
6' - 0" 9' - 7"
3' -
10
"
45.00° 2' -
5"
CLE
AR
5' -
0"
1' -
9"
RECEPTION
103
102A
W
W
PRINTER LOCATION
1' - 7" 6' - 10"
45.0
0°
CLEAR
3' - 6"
WW
M2
C1
POWER, DATA &COMMUNICATIONRECEPTACLES, TYP.
C
W W W
POWER, DATA &COMMUNICATIONRECEPTACLES, TYP.
PROVIDER
124
PRINTER LOCATION
PROJECT NO.:
PROJECT MGR.:
DRAWN BY:
CHECKED BY:
JACKSON | MAIN ARCHITECTURE P.S. © 2015
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAIN.COM
JACKSON | MAINA R C H I T E C T U R E
WA
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ENLARGED FLOORPLANS
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15136.00
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KEYNOTE LEGEND
KEY VALUE KEYNOTE TEXT
10 28 00.A1 Paper Towel Dispenser
10 28 00.A2 Toilet Tissue Dispenser
10 28 00.A6 Soap Dispenser
10 28 00.A15 Specimen Pass Box
10 28 00.A19 Toilet Seat Cover Dispenser
10 28 00.A20 2'-0" X 3'-0" Mirror
10 28 00.C2 36" Grab Bar
10 28 00.C3 42" Grab Bar
22 40 00.A7 Wall Mount Sink
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1/2" = 1'-0"1
ENLARGED STORAGE / UA / MA STATION FLOOR PLAN 1/2" = 1'-0"
3ENLARGED PUBLIC WC FLOOR PLAN
1/2" = 1'-0"2
ENLARGED RECEPTION FLOOR PLAN
NOTES:
1. SEE SHEET A5.0 FOR MOUNTING HEIGHTS AND CLEARANCES.2. SEE SHEET A6.1 FOR FINISH INFORMATION.
1/2" = 1'-0"4
ENLARGED PROVIDER FLOOR PLAN
1. INSTALL BLKG. IN WALL AT ALL RECESSED AND SURFACEMOUNTED TOILET ACCESSORIES
2. FLOOR FINISH TO BE PER SCHEDULE AND SPECIFICATIONS3. WATER SUPLLY AND DRAINPIPES SHALL BE INSULATED OR
CONFIGURED TO PROTECT AGAINST CONTACT. NO SHARP ORABRASIVE SURFACES UNDER LAVS. AND SINKS.
4. TOILET FLUSH CONTROL HANDLES SHALL BE MOUNTED FOR USEFROM THE SIDE OF THE STALL AND NOT MORE THAN 44" A.F.F. PERICC A117.1, SECTION 604.6
5. SEAL ALL ACCESSORY FIXTURES WATER TIGHT PER IBC SECTION1210.2, TYP. ALL SHOWERS SHALL COMPLY WITH ICC/ANSI A117.1SECTION 608. ALL SHOWER FINISHES SHALL COMPLY WITH 2012IBC 1210.3
ADA AMERICANS WITH DISABILITIES ACT TPD TOILET PAPER DISPENSERCH COAT HOOK VGB VERTICAL GRAB BARDF DRINKING FOUNTAIN WC WATER CLOSETGB GRAB BAR (GB1=36" LONG, GB2=42" LONG) WR WASTE RECEPTACLEMIR MIRRORPTD PAPER TOWEL DISPENSERSCD TOILET SEAT COVER DISPENSERSIGN SIGNAGE
TPD LAV SCD/ADA GB MIR WC/ADA
1' -
5" 2
' - 1
0"
3' -
4"
2' -
10
"
3' -
4"
3' -
3"
VGB
1' -
6"
3' -
0"
DF
SIGN
3' -
4"
SIGNAGE
4' -
0"
CH
NOTES:TOILET ACCESSORY ABBREVIATIONS:
12" MIN
42
" M
IN 2
.
HINGE SIDE APPROACHPUSH SIDE
IF CLOSER &LATCH PROVIDEDUSE2. MIN. 48"
22" MIN
60
" M
IN
HINGE SIDE APPROACHPULL SIDE
48
" M
IN
FRONT APPROACHPUSH SIDE
36" MIN
12" MIN
48
" M
IN
LATCH SIDE APPROACHPULL SIDE
60
" M
IN
FRONT APPROACHPULL SIDE
24" MIN
18 in
24" MIN
42
" M
IN 1
.
LATCH SIDE APPROACHPUSH SIDE
1. 48" MIN. IFCLOSER IS PROVIDED
DO
OR
WID
TH
48
" M
IN
60" MIN
SAME DIRECTION
60" MIN
OPPOSITE DIRECTIONSWINGING INWARD
48
" M
IND
OO
R W
IDT
HD
OO
R W
IDT
H
60" MIN
OPPOSITE DIRECTIONSWINGING OUTWARD
60
" M
IN
48
" M
IN
FRONT APPROACHDOORWAY, NO DOOR
42
" M
IN
SIDE APPROACHDOORWAY, NO DOOR
LOCATION OF SIGNS AT DOORS
CENTERED ONRAISED CHARACTERS
18
" M
IN
18" MIN
HEIGHT OF RAISEDCHARACTERS ABOVE FLOOR
HEIGHT OF BRAILLECHARACTERS ABOVE FLOOR
EXAMROOM
EXAMROOM
48
" M
IN
BA
SE
LIN
E O
FT
HE
LO
WE
ST
TA
CT
ILE
CH
AR
AC
TE
R
60
" M
AX
BA
SE
LIN
E O
FT
HE
HIG
HE
ST
TA
CT
ILE
CH
AR
AC
TE
R
EXAMROOM
EXAMROOM
BA
SE
LIN
E O
FT
HE
LO
WE
ST
BR
AIL
LE
CH
AR
AC
TE
R
BA
SE
LIN
E O
FT
HE
HIG
HE
ST
BR
AIL
LE
CH
AR
AC
TE
R
48
" M
IN
60
" M
AX
.
34
" M
AX
27
" M
IN
9"
MIN
SECTION
48
" M
IN
6"
MA
X
PLAN
NOTE: WHERE LAVATORIESARE
15" MIN
24" MIN.
12
" M
AX
3' -
6"
1' - 0"
GB
GB
60" MIN.
1' - 6"
56
" M
IN.
30" MIN.
1' - 3"
48
" M
IN.
6"
MA
X
ALTERNATEDOORLOCATION
1' -
6"
3' -
6"
4"
T.O. BACKSPLASH
T.O. COUNTER
B.O. APRON
FIN. FLOOR
42" H. RECEPTACLE @COUNTERTOPS, HORIZ.OBSTRUCTIONS U.N.O.
18" H.RECEPTACLE
ANSI 117.1 SECTION 308-ALLOWABLE REACH RANGE
MIN
.
15
in
MA
X.
@ 2
5 in D
EE
P O
BS
TR
UC
TIO
N
44
in
@ TOPRECEPTACLE
@ TOPRECEPTACLE
42" H. SWITCHPLATE @COUNTERTOPS, HORIZ.OBSTRUCTIONS U.N.O.
6"
MA
X
30" MIN
48
" M
IN
34
" M
AX
27
" M
IN
DOORS W/ ATTACHEDTOE KICKS, GLIDINGHINGES, TYP.
NOTE: 7" MAXSINK BASIN DEPTHOMIT DOORS WHEREBASE < 36" IF GLIDINGHINGES NOT USED.
PLAN
ELEVATION
PROJECT NO.:
PROJECT MGR.:
DRAWN BY:
CHECKED BY:
JACKSON | MAIN ARCHITECTURE P.S. © 2015
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAIN.COM
JACKSON | MAINA R C H I T E C T U R E
WA
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PA
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ACCESSIBILITYDETAILS
SC
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1/2" = 1'-0"1
STANDARD MOUNTING HEIGHTS
1/4" = 1'-0"2
TYPICAL DOOR APPROACHES
1/4" = 1'-0"3
TYPICAL DOOR CLEARANCES
1/4" = 1'-0"4
TYPICAL SIGN LOCATION
1/4" = 1'-0"5
TYPICAL VANITY CLEARANCES
1/4" = 1'-0"6
TYPICAL TOILET ROOM CLEARANCES
DA
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1 1/2" = 1'-0"7
RECEPTACLE HEIGHTS
1/2" = 1'-0"8
TYPICAL SINK BASE CLEARANCES
STUD SIZE ASINDICATED ONWALL TAG
2.1.
STUD SIZES:1. 3 5/8"2. 6"3. 8"4. 2 1/2"
FACE MATERIAL NOTES:
FIRE RATING - N/ASTC RATING - N/ASTUD SPACING - 24" O.C.
1. 5/8" TYPE "X" GWB
2. 5/8" TYPE "X" GWB
M1
1. MOISTURE RESISTANT AT WET WALLS
1
1
STUD SIZE ASINDICATED ONWALL TAG
2.1.
FACE MATERIAL NOTES:
FIRE RATING - 1 HR.STC RATING - 45STUD SPACING - 24" O.C.
1. 5/8" TYPE "X" GWB
2. 5/8" TYPE "X" GWB
M31
1
ACOUSTICALINSULATION
FIRE RATING - N/ASTC RATING - 45STUD SPACING - 24" O.C.
1. 5/8" TYPE "X" GWB
2. 5/8" TYPE "X" GWBM2
1. MOISTURE RESISTANT AT WET WALLS
1
1
STUD SIZES:1. 3 5/8"2. 6"3. 8"4. 2 1/2"
STUD SIZE ASINDICATED ONWALL TAG
2.1.
FACE MATERIAL NOTES:
FIRE RATING - N/ASTC RATING - N/ASTUD SPACING - 24" O.C.
1. 5/8" TYPE "X" GWB
2. N/A
M4
1. MOISTURE RESISTANT AT WET WALLS
1
STUD SIZES:1. 3 5/8"2. 6"3. 8"4. 2 1/2"
A: FRAMING AND GWB TIGHT TO DECK.
B: GWB TO 12" ABOVE CEILING; FRAMING BRACED TO UNDERSIDE OFSTRUCTURE ABOVE.
C: GWB TO 12" ABOVE CEILING; FRAMING BRACED TO STRUCTUREABOVE 3" ACOUSTIC INSULATION AT WALL HEAD AS NOTED ON RCP.
D: PARTIAL HEIGHT WALL; HEIGHT NOTED ON PLAN. PREPARE TOP OFWALL FOR CAP.
E: GWB AND FRAMING TO CEILING.
NOTE: ACOUSTICAL SEALANT CONT. TOP AND BOTTOM AT STC WALLS
A
HEAD CONDITION DETAILSN.T.S.
B C D EFLOOR
STRUCTURE
CEILING
2' - 0"
1' -
0"
1' -
0"
BOTTOM OF TRACK
FINISH FLOOR
20 GA 3" DEEP CONT.SLOTTED HEAD TRACKATTACHED W/ (3) #8 SCREWS@ 24" O.C. HOLD TOP OFSTUDS 1-1/2" FROM TOP OFTRACK FOR DEFLECTION
1/2" FROM SCREWSTO TOP OF STUD
EXTEND GWB TO TOP OFDEFLECTION TRACK; DO NOTSECURE TO DEFLECTION TRACK
20 GA. MTL. STUDS @ 24"O.C. W/ (1) LAYER OF 5/8"GWB EACH SIDE. PAINTSMOOTH FINISH
#8 " SCREW
1/2
" 1"
PROVIDE CONT. SEALANTAT DECK, BOTH SIDES
1. ASSEMBLY COMPONENTS SHOWN HERE REFLECT THE MAJOR CONSTRUCTIONMATERIALS; ADDITIONAL AND ALTERNATE MATERIALS AND/OR CONSTRUCTIONMETHODS MAY BE INDICATED IN REFERENCED ASSEMBLIES.
2. CONFORM TO DETAILED REQUIREMENTS OF DESIGNATED TESTING AUTHORITYNUMBERS AT RATED ASSEMBLIES. WALLS DESIGNATED AS "BASED ON" VARY(ASNOTED IN PARENTHESIS) WHERE DEVIATION OCCURS.
3. WALL ASSEMBLIES: PROVIDE TYPE "X" GYPSUM BOARD THROUGHOUT, UNLESSNOTED OTHERWISE. PROVIDE WATER RESISTANT TYPE "X" GYPSUM BOARD ATALL ROOMS WHERE PLUMBING FIXTURES OCCUR.
4. PROVIDE NECESSARY STRUCTURAL BLOCKING, BACKING, FRAMING WITHIN THEAPPROPRIATE WALLS FOR WALL-MOUNTED FIXTURES, ACCESSORIES,FURNISHINGS AND EQUIPMENT. VERIFY CONDITIONS AT EXISTING WALLS TORECEIVE FIXTURES. ADVISE ARCHITECT OF RECORD OF ANY CONDITIONSDETRIMENTAL TO INSTALLATION.
5. STRUCTURAL, FIRE RESISTIVE AND SOUND RESISTIVE INTEGRITY IS TO BEMAINTAINED AT PENETRATIONS FOR ELECTRICAL, MECHANICAL, PLUMBING ANDCONDUITS, PIPES AND SIMILAR SYSTEMS AND IS TO BE IN ACCORDANCE WITH THEREQUIREMENTS OF GOVERNING CODES, AUTHORITIES OR OWNERREQUIREMENTS, WHICHEVER IS MORE RESTRICTIVE.
6. PROVIDE SOUND ATTENUATING BATT INSULATION FULL HEIGHT OF WALL AT ALLEXAM AND TOILET ROOM WALLS.
7. ALL SEPARATING WALLS AND FLOOR-CEILING ASSEMBLIES, INCLUDINGPENETRATIONS OR OPENINGS, SHALL PROVIDE AN AIRBORNE AND IMPACT SOUNDINSULATION EQUAL TO SOUND TRANSMISSION CLASS (STC) AND IMPACTINSULATION CLASS (IIC) REQUIRED BY GOVERNING AUTHORITIES; CONTRACTORSHALL PROVIDE CONSTRUCTION METHOD, ACCESSORIES, DEVICES ANDAPPURTENANCES AS REQUIRED FOR SAME. PROVIDE SEALANT AT ALL OPENINGSMADE IN WALL AND FLOOR SURFACES AND FRAMING FOR SUPPLY AND DRAINLINES; PROVIDE SEALANT, AIR TIGHT, AROUND ELECTRICAL OUTLETS ANDJUNCTION BOXES.
ASSEMBLY NOTES:
5/8" GWB OVER MTL STUDS PAINTPER BLDG STD.
XDNI POWER DRIVEN HILTIFASTENER 24" O.C. EMBED 1-1/2"
6" RUBBER BASE PER BLDG. STDCOLOR AS SELECTED BY OWNER
FINISH PER SCHEDULE
20 GA. MTL. STUDS @ 24"O.C. W/ (1) LAYER OF 5/8"GWB EACH SIDE. PAINTSMOOTH FINISH
PROJECT NO.:
PROJECT MGR.:
DRAWN BY:
CHECKED BY:
JACKSON | MAIN ARCHITECTURE P.S. © 2015
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAIN.COM
JACKSON | MAINA R C H I T E C T U R E
WA
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WALL TYPES ANDWALL DETAILS
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1 1/2" = 1'-0"3
1.5 DEFLECTION TRACK
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3" = 1'-0"4
WALL BASE WITH STUD SPACING DETAIL
3
3
LAY-IN CEILINGPANEL
4 #12 GA. WIRE SEISMICBRACE PER STM C 635AND ASTM C 636
STRUCTURAL FRAMING
LAY-IN CEILING PANEL
NOTE:ENTIRE LAY-IN PANEL CEILING SYSTEMSHALL BE INSTALLED PER I.B.C.SECTIONS 808.1 AND 1613.1
SEISMIC SEPARATION JOINTS NOT REQUIREDFOR CEILINGS UNDER 2500 SQ/FT IN AREA
VERTICAL SEISMICSTRUT TO MEET ASTMC 635 ASTM C 636
MAIN RUNNERJOIST
THREAD CLG.SUSP. WIREATTACHMENT
CLG. WIRE
PLAN
SECTION
45.0
0°
2" 2"
4' - 0"
NOTE:1. ALL CROSS MEMBERS AND MAIN RUNNERS TO BE IDEPENDENTLY SUPPORTED
A MAX OF 8" FROM ENDS.2. TIE TOGETHER ENDS OF THE MAIN RUNNERS AND CROSS MEMBERS TO
PREVENT SPREADING.3. ENDS OF MAIN RUNNERS AND CROSS MEMBERS MAY BE SECURED TO WALL
CHANNELS ON TWO WLALS ONLY. THE OPPOSITE ENDS MUST REMAIN FREEWITH CLEARANCE AND SUPPORTED AT ENDS FROM STRUCTURE ABOVE.
4. ENTIRE LAY-IN PANEL CEILING SYSTEM SHALL BE INSTALLED PER I.B.C.SECTIONS 808.1 & 1613.1
SEISMIC BRACE PER ASTMC 635 AND ASTM C 636
LAY-IN CEILINGPANELS
SEISMIC STRUT.
WALL
12
' - 0
" M
AX
6' - 0" MAX 12' - 0" MAX
DADO LIGHTINGSIMPLELINE LED
METAL FRAMING PERWALL TYPE ORCEILING CONDITIONS
5/8" GWB WITH FINISHPER FINISH SCHEDULE
CEILING HEIGHT PER PLAN
MTL STUD SOFFIT W/GWB PAINTED SMOOTHFINISH PER PLAN
GWB CLG TAPED AND SANDEDW/ PTD FIN. TO MATCH WALLSON 4" MTL CEILING JOISTS @ 24"O.C. SEE PLAN FOR CLG HEIGHT
MTL STUD HEADERW/ GWB PAINTEDSMOOTH FINISH
DRYWALL CORNERBEAD, EACH SIDE.
1' -
0"
1' -
0"
3"
2' - 6"
1' - 3" 1' - 3"
SUSP. ACT W/ LAY INPANELS, SEE PLAN FORLAYOUT AND HEIGHT
2" EDGE MOLDINGTYP TO MATCH SUSPCLG SYSTEM
CEILING HEIGHT PER PLAN
BRACE TOUNDERSIDE OFSTRUCTUREABOVE
ADJ. FIN.CEILING
3 5/8" METALSTUD
5/8" TYPE "X"GWB
ADJ. FINISH CEILING
BRACE ASREQ'D TOPROVIDESTABILITY
1' -
0"
NOTE: PROVIDE CONTROL JOINTS AT LEAST EVERY 30 FT.COORDINATE LOCATIONS WITH DESIGNER PRIORTO DRYWALL INSTALLATION.
18 TT (1" MIN) GAUGE DEEP TRACKTO 12'-0" A.F.F. PROVIDE BRACING ATTOP OF WALL AS REQ. OR SECUREWALL TO STRUCTURE ABOVE
SUSP. ACT W/ LAY-IN PANELS,SEE PLAN FOR HEIGHT
CEILING HEIGHTPER PLAN
2" EDGE MOLDING TYP TOMATCH SUSP. CLG. SYSTEM
MTL STUD WALL PER SCHED W/GWB PAINTED SMOOTH FINISH W/SOUND BATTS OR INSUL. AS REQ.PER PLAN
GWB CLG TAPED AND SANDEDW/ PTD FIN. TO MATCH WALLSON 6" MTL CEILING JOISTS @24" O.C. SEE PLAN FOR CLGHEIGHT
NOTE:ENTIRE A.C.T. CEILING SYSTEM SHALL BEINSTALLED PER I.B.C. SECTIONS 808.1 &1613.1
EXTEND FRAMING TO 6" ABOVE CLG,BRACE TO ADJACENT WALLS WHENWALL LENGTH IS 12'-0" OR GREATER
SUSP. ACT W/ LAY IN PANELS, SEEPLAN FOR LAYOUT AND HEIGHT
2" EDGE MOLDING TYP TO MATCHSUSP CLG SYSTEM
MTL STUD WALL PER SCHED W/ GWBPAINTED SMOOTH FINISH W/ SOUNDBATTS OR INSUL. AS REQ. PER PLAN
CEILING HEIGHTPER PLAN
3/4" MIN
NOTE:ENTIRE A.C.T. CEILING SYSTEM SHALLBE INSTALLED PER I.B.C. SECTIONS808.1 AND 1613.1
PROJECT NO.:
PROJECT MGR.:
DRAWN BY:
CHECKED BY:
JACKSON | MAIN ARCHITECTURE P.S. © 2015
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAIN.COM
JACKSON | MAINA R C H I T E C T U R E
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CEILING DETAILS
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1/2" = 1'-0"1
ACT CEILING DETAIL
1/4" = 1'-0"2
ACT CEILING DETAIL
3" = 1'-0"4
DADO LIGHT DETAIL
1 1/2" = 1'-0"5
RECEPTION LIGHT SOFFIT
1" = 1'-0"3
TYPICAL HEADWALL DETAIL
3" = 1'-0"6
ACT & GWB CEILING AT WALL
3" = 1'-0"7
ACT CEILING AT WALL
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FLOOR FINISH
LINE OF DOOR JAMB - BEYOND
DOOR CONVEYOR W/ AUTOMATIC SEAL
1/2" ADJUSTABLE SILL GUIDE
2x WOOD BLOCKING
METAL STUD, HORIZ.
ALUM. FRAME, FINISH"LIGHT SEQUIN"
AURORA RAIL AND TRIM ASSEMBLY(GOLDFINCH BROTHERS : 425.258.4662).FINISH "LIGHT SEQUIN"
DOOR PANEL - SEE DOOR SCHEDULEFOR MORE INFORMATION
PROVIDE SOUND BLANKETS ASNOTED ON PLANS
16 GA. MIN. MTL. FRAMING@ EA. SIDE OF OPENING
5/8" TYPE "X" GWB OVERSTUD FRAMING - SEE PLANFOR WALL INFORMATION
DOOR JAMB, LATCH SIDE.FINISH "LIGHT SEQUIN"
DOOR PANEL AND HANDLEIN FULLY CLOSED POSITION
END OF CARRIAGE - ABOVE
END OF VALANCE - ABOVE
DOOR PANEL AND HANDLEIN FULLY OPEN POSITION
LINE OF CARRIAGE ANDVALANCE ABOVE
END OF DOORPANEL IN FULLYOPEN POSITION
DOOR JAMB, BYPASS SIDE.FINISH "LIGHT SEQUIN"
CLEAR OPENING WIDTH
SEE DOOR SCHEDULE FOR
SHIM AS REQ. W/SEALANT EA. SIDE
MUD BEAD AROUNDGWB (TYP)
1/4" PLATE GLASS INANOD. ALUM.STOREFRONT FRAME
GWB EA. SIDE OF FRAMEDMETAL STUD WALL.PROVIDE METAL EDGINGAT ALL EXPOSED EDGESAND CORNERS, (TYP.)
SHIM AS REQ. W/SEALANT EA. SIDE
1/4" PLATE GLASS INANOD. ALUM.STOREFRONT FRAME
ANOD. ALUM.STOREFRONTINTERMEDIATE RAIL
EXISTING FLOORSHIM AS REQ. W/SEALANT EA. SIDE
MUD SET BEADAROUND GWB (TYP)
1/4" PLATE GLASS IN ANOD.ALUM. STOREFRONT FRAME
GWB EA. SIDE OFFRAMED METAL STUDWALL. (TYP.)
5/8" GWB BOTH SIDESOVER 3-1/2" MTL STUDS@ 2'-0" mm O.C. WITHBATT INSULATIONWHERE INDICATED ONPLAN
METAL FRAME, PAINTED,SEE SPEC.
DOOR SILENCERS, SEEDOOR SCHEDULE
DOOR PER DOOR SCHEDULE PE
RS
CH
ED
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4"
4"
STOREFRONT FRAME
STOREFRONT GLAZING
3M CRYSTAL FROSTWINDOW FILM
NOTE:FILM TO BE PLACEDBETWEEN THE 2'-6"MULLION AND THE 7'-0"MULLIONSTOREFRONT ELEVATION
FRAME BEYOND
DOOR PER SCHEDULE
THERM. BROKEN ANOD. ALUM.THRESHOLD, MAX HEIGHT: 1/2"
FIN. FLR. ELEVATION
1/2
"
3/4
"7
/8"
EXISTING WINDOW UNIT
WRAP 5/8" TYPE "X" GWBINTO OPENING @ WINDOW JAMBAND HEAD - BEYOND
CORNER BEAD @ OUTSIDEPERIMETER OF OPENING
CONT. PAINTABLE LATEX SEALANT@ JOINT BETWEEN GWB/SILL ANDWINDOW UNIT
SOLID SURFACE SILL - 1/2"SOLID SURFACE MATERIALOVER 1/2" MDF
SOLID SURFACE APRON - 1/2"SOLID SURFACE MATERIALADHERED TO GWB, TIGHT TO SILLABOVE
EXISTING EXTERIOR WALL ASSEMBLY
FRAME BEYOND
DOOR PER SCHEDULE
VINYL FLOORING PERFINISH SCHEDULE
ALUMINUM RENO-USCHLUTER TRANSITION
TILE PER FINISHSCHEDULE
THINSETMORTAR BASE
WINDOW PER PLANOR SCHEDULE
WINDOW SILL BELOW
GWB EA. SIDE OFFRAMED METAL STUDWALL. (TYP.)
PROVIDE 2" X 4 1/2"ALUM SECTION TOMATCH MULLIONS ATWALL INTERSECTIONTO GLASS. PROVIDE1/4" BLACK NEOPRENEGASKETS ON EITHERSIDE OF THE BLOCK.
EXISTING WINDOW
EXISTING WALL
1-5/8" MTL STUD FURRING
5/8" GWB
EXISTINGHEIGHT
PROJECT NO.:
PROJECT MGR.:
DRAWN BY:
CHECKED BY:
JACKSON | MAIN ARCHITECTURE P.S. © 2015
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAIN.COM
JACKSON | MAINA R C H I T E C T U R E
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DOOR AND INTERIORSTOREFRONT
DETAILS
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3" = 1'-0"5
AURORA DOOR THRESHOLD
3" = 1'-0"6
AURORA SLIDING DOOR HEAD
3" = 1'-0"11
AURORA SLIDING DOOR JAMB
3" = 1'-0"9
STOREFRONT WINDOW 3" = 1'-0"
17STOREFRONT JAMB
3" = 1'-0"3
TYP. DR. HEAD DETAIL (JAMB SIM.)
3" = 1'-0"18
CRYSTAL FROST FILM DETAIL
3" = 1'-0"1
TYP. THRESHOLD DETAIL
1 1/2" = 1'-0"19
TYPICAL WINDOW SILL
3" = 1'-0"2
TYPICAL INTERIOR THRESHOLD DETAIL DA
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PARTITION AT GLASS 3" = 1'-0"
13WINDOW FURRING
TYPE ASINGLE FLUSH
DOOR
TYPE BSINGLE FLUSH VISION
DOOR
TYPE D1AURORA DOOR SLIDER
FULL LITE
DOOR TYPE:
1. VINYL LETTERING: "DOOR TO REMAIN OPEN DURING OPERATING HOURS".2. ROOM NAME / NUMBER.3. EMPLOYEES ONLY.
SIGNAGE TYPES:
6" 4 1/2"
4 1
/2"
2' -
6"
TYPE D2AURORA DOOR SLIDER
VISION
6 3/4"
6 1
/8"
6 3/4"
T
2' -
6"
6" 4"
3 3
/8"
TYPE EDOUBLE UNEVEN DOOR
EXISTINGTYPE G
FLUSH FULL LITE DOOR
TYPE FSINGLE STORE FRONT
DOOR
EXISTINGTYPE AFIXED
EXISTINGTYPE BFIXED
EXISTINGTYPE D
STOREFRONT
EXISTINGTYPE E1
STOREFRONT
WINDOW TYPE:
EXISTINGTYPE CFIXED
3' -
0"
4' -
0"
5' - 0"
1' -
2"
5' -
10
"
7' - 10"
3' -
2"
3' -
10
"
4' - 10"
EXISTINGTYPE E2
STOREFRONT
TYPE FINTERIOR
STOREFRONT
TYPE GSLIDER WITH TRIM
3' -
6"
2' -
0"
3' - 4"
6' -
0"
8' - 0"
1' -
0"
8' -
0"
8' -
2 1
/2"
1. CONTRACTOR TO COORDINATE REQUIRED UNDERCUT OF EACHSCHEDULED DOOR WITH THE SILL OR THRESHOLD PER DETAIL, FIRERATING, AND MAKE-UP AIR REQUIREMENTS OF ROOM.
2. CONTRACTOR IS RESPONSIBLE FOR THE PROPER INSTALLATION ANDOPERATION OF SCHEDULED DOORS AND HARDWARE COMPLIANTWITH REQUIREMENTS OF THE CURRENT ADA, ANSI, AND BUILDINGCODE(S).
3. TACTILE SIGNS STATING "EXIT" AND COMPLYING WITH ALL ICC/ANSIA117.1 REQ. SHALL BE PROVIDED AT EACH EXIT DOOR PER 703.3.11 ANDCHAPTER 7 IN GENERAL.
4. PROVIDE SANITARY FACILITIES IDENTIFICATION SIGNAGE AT EA.PUBLIC RESTROOM DOOR PER I.B.C.
5. PROVIDE MANEUVERING CLEARANCES AT DOORS AS REQUIRED FORACCESSIBILITY COMPLIANCE PER FEDERAL AND STATEREQUIREMENTS - SEE SHEET A5.0.
6. CONTRACTOR TO COORDINATE INSTALLATION OF HARDWARE WITHTHE DOOR HAND. REFER TO DRAWINGS FOR DOOR SWING ANDRELATIONSHIP TO FRAME.
7. ALL OPERABLE WINDOWS SHALL BE PROVIDED WITHMANUFACTURER'S STANDARD LOCKING SYSTEM.
8. DOORS WHERE HANDLES, PULLS, LATCHES, LOCKS AND OTHEROPERABLE PARTS ARE PROVIDED SHALL HAVE A SHAPE THAT IS EASYTO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE.OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES MINIMUMAND 48 INCHES MAXIMUM ABOVE THE FLOOR. WHERE LOCKS AREBEING PROVIDED ONLY FOR SECURITY PURPOSES AND NOT USEDFOR NORMAL OPERATION, THEY WILL BE PERMITTED AT ANYLOCATION.
9. ALL EXIT DOORS TO BE OPERABLE FROM INSIDE THE BUILDINGWITHOUT KEYS OR SPECIAL KNOWLEDGE.
10. ALL EXTERIOR DOORS SHALL BE PROVIDED WITH SELF-RELEASINGHARDWARE & SHALL OPEN WITH A SINGLE MOTION FROM THE INSIDE.
11. PROVIDE LOCKING DEVICE READILY DISTINGUISHED AS LOCKED WITHSIGN ON DOOR.
12. ALL DOORS AND WINDOWS TO BE INSTALLED SHALL FOLLOWMANUFACTURER SPECIFICATIONS AND CONFORM TOMANUFACTURER'S GUIDELINES AND TOLERANCES.
13. REFER TO 'FENESTRATION SCHEDULE' AND 'FENESTRATION TYPES'DRAWING FOR INFORMATION CONCERNING GLAZING NOT SHOWN ON'DOOR TYPES AND FRAMES' DRAWING.
14. REFER TO DOOR TYPES DRAWING FOR STOREFRONT FRAMESHAVING SWINGING ENTRANCE DOORS, SIDELIGHTS AND TRANSOMSWHEN INDICATED TO BE PROVIDED FOR PROJECT.
15. REFER TO FENESTRATION TYPES DRAWING FOR FENESTRATIONOPERATIONS, SYMBOLS AND CONFIGURATIONS. ALL GLAZING SHALLBE CLEAR, UNLESS OTHERWISE NOTED.
16. WINDOW DIMENSIONS ARE NOMINAL OUT-TO-OUT FRAME (WIDTH xHEIGHT).
17. ALL GLAZING LOCATED IN SWINGING DOORS, PANELS OF SLIDINGDOOR ASSEMBLIES AND GLAZING LOCATED WITHIN A 24-INCH ARC OFTHE NEAREST VERTICAL EDGE OF A DOOR (IN THE CLOSED POSITION).OR LESS THAN 18 INCHES ABOVE THE WALKING SURFACE OR WHEREONE OR MORE WALKING SURFACE ARE WITHIN 36 INCHES OF THEWALKING PLANE TO BE TEMPERED. AND UP TO 60 INCHES ABOVEFINISH FLOOR AND AREAS SUBJECT TO HUMAN IMPACT OR OTHERHAZARDOUS LOCATIONS SHALL BE TEMPERED OR AN APPROVEDSAFETY GLAZING MATERIAL AS DEFINED BY THE AUTHORITIES HAVINGJURISDICTION.
18. INSTALL TRANSOM AND RELITE GLAZING ON ROOM SIDE OF FRAME,TYPICAL UNLESS NOTED OTHERWISE.
19. SINGLE SOURCE ALL DOORS AND FRAMES WITH MATCHING LABELS.ALL FIRE DOOR AND FRAME ASSEMBLIES SHALL BE PERMANENTLYLABELED.
20. SINGLE SOURCE ALL WINDOW ASSEMBLIES. LABEL FIRE PROTECTIONRATED GLAZING ASSEMBLIES IN ACCORDANCE WITH THE BUILDINGCODE(S).
21. TOPS AND BOTTOMS OF ALL DOORS EXPOSED TO WEATHER SHALL BEPAINTED.
22. PROVIDE COMPLETE WEATHER STRIPPING AT ALL EXTERIOR DOORS.23. 1/4 INCH IN 2 INCHES DOOR BEVEL, U.N.O. BY HARDWARE TEMPLATE
REQUIREMENTS.24. ALL OPERABLE WINDOWS SHALL BE FULLY WEATHER STRIPPED.25. ALL EXPOSED WINDOW HARDWARE AND FRAME FINISHES SHALL BE
SELECTED FROM MANUFACTURER'S FULL RANGE OF COLORS ANDFINISHES BY ARCHITECT.
26. ALL OPERABLE WINDOWS SHALL HAVE ALUMINUM FRAMED FIBERMESH INSECT SCREENS, COLOR SHALL BE SELECTED FROMMANUFACTURER'S FULL RANGE OF COLORS BY ARCHITECT.
27. HOLLOW METAL DOORS AND FRAMES SHALL BE SHOP PRIMED ANDFIELD PAINTED, TYPICAL UNLESS NOTED OTHERWISE.
28. WHERE EGRESS DOORS ARE USED IN PAIRS, APPROVED AUTOMATICFLUSH BOLTS SHALL BE PERMITTED TO BE USED, PROVIDED THAT THEDOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS HAS NODOORKNOB OR SURFACE-MOUNTED HARDWARE.
29. MANUALLY OPERATED FLUSH BOLTS ARE NOT PERMITTED AND NOMORE THAN ONE OPERATION FOR THE UNLATCHING IS ALLOWED.
30. FIRE DOOR ASSEMBLIES ARE PERMITTED TO HAVE LOCKS ANDLATCHES PROVIDED THAT THE MINIMUM ELEVATED TEMPERATUREHAS DISABLED THE UNLATCHING MECHANISM IS IN ACCORDANCEWITH LISTED FIRE DOOR TEST PROCEDURES.
31. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLEBY THE AUTHORITIES HAVING JURISDICTION. THE FORCE FORPUSHING OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALLBE AS FOLLOWS (THESE FORCES DO NOT APPLY TO THE FORCEREQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHERDEVICES THAT HOLD THE DOOR IN A CLOSED POSITION.
a. INTERIOR HINGED DOORS: 5.0 POUNDS MAXIMUM.b. SLIDING OR FOLDING DOOR: 5.0 POUNDS MAXIMUM.
32. SIDELIGHT FRAMES AT HOLLOW METAL FRAMES: PROVIDE CLOSEDTUBULAR MEMBERS WITH NO VISIBLE FACE SEAMS OR JOINTS,FABRICATED FROM SAME MATERIAL AS DOOR FRAME. FASTENMEMBERS AT CROSSINGS AND TO JAMBS BY BUTT WELDING.
33. PROVIDE COUNTERSUNK, FLAT- OR OVAL-HEAD EXPOSED SCREWSAND BOLTS FOR EXPOSED FASTENERS, TYPICAL UNLESS OTHERWISENOTED.
34. GROUT GUARDS AT HOLLOW METAL FRAMES: WELD GUARDS TOFRAME AT BACK OF HARDWARE MORTISES IN FRAMES SHALL BEGROUTED.
35. FLOOR ANCHORS AT HOLLOW METAL FRAMES: WELD ANCHORS TOBOTTOMS OF JAMBS WITH AT LEAST FOUR SPOT WELDS PER ANCHOR;HOWEVER, FOR SLIP-ON GYPSUM FRAMES, PROVIDE ANCHOR CLIPSOR COUNTERSUNK HOLES AT BOTTOMS OF JAMBS.
36. JAMB ANCHORS AT HOLLOW METAL FRAMES: PROVIDE NUMBER ANDSPACING OF ANCHORS AS FOLLOWS:
a. STUD-WALL TYPE: LOCATE ANCHORS NOT MORE THAN 18-INCHES FROM TOP AND BOTTOM OF FRAME. SPACEANCHORS NOT MORE THAN 32-INCHES O.C. AND AS FOLLOWS:· THREE ANCHORS PER JAMB UP TO 60-INCHES HIGH.· FOUR ANCHORS PER JAMB FROM 60 TO 90-INCHES HIGH.· FIVE ANCHORS PER JAMB FROM 90 TO 96-INCHES HIGH.· FIVE ANCHORS PER JAMB PLUS ONE ADDITIONAL ANCHOR PER JAMB FOR EACH 24-INCHES OR FRACTION THERE OF ABOVE 96-INCHES HIGHb. POST INSTALLED EXPANSION TYPE: LOCATE ANCHORS NOT MORE THAN 6 INCHES FROM TOP AND BOTTOM OF FRAME. SPACE ANCHORS NOT MORE THAN 26 INCHES ON CENTER.
37. HEAD ANCHORS AT HOLLOW METAL FRAMES: PROVIDE TWO ANCHORSPER HEAD FOR FRAMES MORE THAN 42-INCHES WIDE.
38. PROVIDE RUBBER DOOR SILENCERS (3 PER JAMB) WHERE LIGHT /SOUND GASKETS OR WEATHER-STRIPPING IS NOT OTHERWISEREQUIRED.
39. DOOR SILENCERS: EXCEPT ON WEATHER-STRIPPED FRAMES, DRILLSTOPS TO RECEIVE DOOR SILENCERS AS FOLLOWS. KEEP HOLESCLEAR DURING CONSTRUCTION.
a. SINGLE-DOOR FRAMES: DRILL STOP IN STRIKE JAMB TO RECEIVE THREE DOOR SILENCERS. b. DOUBLE-DOOR FRAMES: DRILL STOP IN HEAD JAMB TO RECEIVE TWO DOOR SILENCERS.
40. WHERE DOOR CLOSERS ARE PROVIDED, THEY SHALL BE ADJUSTED SOTHAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIREDTO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE5 SECONDS MINIMUM. DOOR SPRING HINGES SHALL BE ADJUSTED SOTHAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR SHALLMOVE TO THE CLOSED POSITION IN 1.5 SECONDS.
41. CONTRACTOR TO COORDINATE TRIM PACKAGE AND COLORS WITHINTERIOR DESIGN DRAWINGS AND FINISH SCHEDULE.
42. ALL EXTERIOR GLAZING SHALL BE THERMAL INSULATING TWO LITEWITH SPACE BETWEEN GLASS LITES FILLED WITH ARGON.
43. THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24INCHES. THE MINIMUM NET CLEAR OPENING WIDTH DIMENSION SHALLBE 20 INCHES. THE NET CLEAR OPENING DIMENSIONS SHALL BE THERESULT OF NORMAL OPERATION OF THE OPENING, CONTRACTOR TOVERIFY.
GENERAL DOOR & FENESTRATION NOTES:
PROJECT NO.:
PROJECT MGR.:
DRAWN BY:
CHECKED BY:
JACKSON | MAIN ARCHITECTURE P.S. © 2015
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAIN.COM
JACKSON | MAINA R C H I T E C T U R E
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DOOR ANDFENESTRATION
SCHEDULES
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DOOR SCHEDULE
DoorNumber Room Name
DOOR DETAIL FRAME HARDWARE
CommentsType Width Height Thickness Jamb Detail Head Detail Material Finish Lock Type
HardwareGroup
Number3 In. ButtHinges Silencers
Soft ClosingMechanism
MopPlate
KickPlate
CrashPlate Closer
Set DoorSeals
SetPivots
TopRollers
LadderPulls
Sliding DoorCarriage
FloorGuide Valance
AutomaticDoor Bottom
PowerAccuator Signage
100 ENTRY G 3' - 0" 7' - 0" 0' - 1 3/4" 17/A5.3 ALUM - - 3 3 1 - - - - - - * YES NO - - - - NO NO NO NO NO
101 PUBLIC WC A 3' - 0" 7' - 0" 0' - 1 3/4" 3 / A5.3 SIM 3 / A5.3 HM PRIVACY LOCK w/ OCC. INDICATOR RELOCATED DOOR
102A WAITING E 4' - 6" 7' - 0" 0' - 1 3/4" 3 / A5.3 SIM 3 / A5.3 HM
102B WAITING B 3' - 0" 7' - 0" 0' - 1 3/4" 3 / A5.3 SIM 3 / A5.3 HM PASSAGE SET
105 RECEIVING STORAGE A 2' - 6" 7' - 0" 0' - 1 3/4" 3 / A5.3 SIM 3 / A5.3 HM STOREROOM LOCK SET
110 EXAM D2 3' - 10 1/2" 6' - 11 1/2" 0' - 1 3/4" 11 / A5.3 6 / A5.3 - - - - - - - - - - - - - YES NO YES 2 YES NO YES YES NO - - AURORA SLIDING DOOR, CLEAR OPENING OF 3'-4 3/4"
111 EXAM D2 3' - 10 1/2" 6' - 11 1/2" 0' - 1 3/4" 11 / A5.3 6 / A5.3 - - - - - - - - - - - - - YES NO YES 2 YES NO YES YES NO - - AURORA SLIDING DOOR, CLEAR OPENING OF 3'-4 3/4"
112 EXAM D2 3' - 10 1/2" 6' - 11 1/2" 0' - 1 3/4" 11 / A5.3 6 / A5.3 - - - - - - - - - - - - - YES NO YES 2 YES NO YES YES NO - - AURORA SLIDING DOOR, CLEAR OPENING OF 3'-4 3/4"
113 EXAM D2 3' - 10 1/2" 6' - 11 1/2" 0' - 1 3/4" 11 / A5.3 6 / A5.3 - - - - - - - - - - - - - YES NO YES 2 YES NO YES YES NO - - AURORA SLIDING DOOR, CLEAR OPENING OF 3'-4 3/4"
114 EXAM D2 3' - 10 1/2" 6' - 11 1/2" 0' - 1 3/4" 11 / A5.3 6 / A5.3 - - - - - - - - - - - - - YES NO YES 2 YES NO YES YES NO - - AURORA SLIDING DOOR, CLEAR OPENING OF 3'-4 3/4"
116 STAFF WC A 3' - 0" 7' - 0" 0' - 1 3/4" 3 / A5.3 SIM 3 / A5.3 HM PRIVACY LOCK w/ OCC. INDICATOR
117 STORAGE A 3' - 0" 7' - 0" 0' - 1 3/4" 3 / A5.3 SIM 3 / A5.3 HM STOREROOM LOCK SET
118 IT A 3' - 0" 7' - 0" 0' - 1 3/4" 3 / A5.3 SIM 3 / A5.3 HM STOREROOM LOCK SET
119 PROCEDURE D1 3' - 10 1/2" 7' - 0" 0' - 1 3/4" 11 / A5.3 6 / A5.3 - THUMB TURN w/ OCC INDICATOR - - - - 1 AURORA SLIDING DOOR, CLEAR OPENING OF 3'-4 3/4"
119A PROCEDURE A 2' - 6" 7' - 0" 0' - 1 3/4" 3 / A5.3 SIM 3 / A5.3 HM STOREROOM LOCK SET
120 JAN. A 3' - 0" 7' - 0" 0' - 1 3/4" 3 / A5.3 SIM 3 / A5.3 HM - -
122 EXAM D2 3' - 10 1/2" 6' - 11 1/2" 0' - 1 3/4" 11 / A5.3 6 / A5.3 - - - - - - - 1 2 - - - - - - YES NO YES 2 YES YES YES NO NO - - AURORA SLIDING DOOR, CLEAR OPENING OF 3'-4 3/4"
123 CONSULT D2 3' - 10 1/2" 6' - 11 1/2" 0' - 1 3/4" 11 / A5.3 6 / A5.3 - - - - - - - 1 2 - - - - - - YES NO YES 2 YES YES YES NO NO - - AURORA SLIDING DOOR, CLEAR OPENING OF 3'-4 3/4"
124 PROVIDER B 3' - 0" 7' - 0" 0' - 1 3/4" 3 / A5.3 SIM 3 / A5.3 HM OFFICE LOCK SET
126 PATIENT WC A 3' - 0" 7' - 0" 0' - 1 3/4" 3 / A5.3 SIM 3 / A5.3 HM PRIVACY LOCK w/ OCC. INDICATOR
E1 ENTRY G 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING EXISTING ALUM EXISTING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING
E01 ENTRY A 3' - 0" 6' - 0" 0' - 1 3/4" EXISTING EXISTING HM EXISTING
E2 ENTRY G 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING EXISTING ALUM EXISTING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING
E02 ELEV. / MECH. A 3' - 0" 6' - 8" 0' - 1 3/4" EXISTING EXISTING HM EXISTING
E03 STORAGE A 3' - 0" 6' - 0" 0' - 1 3/4" EXISTING EXISTING HM EXISTING
E4 BACK HALLWAY A 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING EXISTING HM EXISTING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 EXISTING
FENESTRATION SCHEDULE
Number Room Number Room Name Width Height Sill HeightFrameType Type Mark Finish Comments
1 102 WAITING 5' - 0" 4' - 0" 3' - 0" EXISTING A BLIND
1 102 WAITING 5' - 0" 4' - 0" 3' - 0" EXISTING A BLIND
2 104 PATIENT WC 5' - 0" 4' - 0" 3' - 0" EXISTING A CRYSTAL FROST FILM @ INTERIOR
2 105 RECEIVING STORAGE 7' - 10" 5' - 10" 1' - 0" EXISTING B CRYSTAL FROST FILM @ INTERIOR
2 108 MA STATION 7' - 10" 5' - 10" 1' - 0" EXISTING B BLIND
2 110 EXAM 5' - 0" 4' - 0" 3' - 0" EXISTING A CRYSTAL FROST FILM @ INTERIOR W/ BLIND
2 111 EXAM 5' - 0" 4' - 0" 3' - 0" EXISTING A CRYSTAL FROST FILM @ INTERIOR W/ BLIND
2 112 EXAM 4' - 10" 3' - 10" 3' - 0" EXISTING C CRYSTAL FROST FILM @ INTERIOR W/ BLIND
2 113 EXAM 4' - 10" 3' - 10" 3' - 0" EXISTING C CRYSTAL FROST FILM @ INTERIOR W/ BLIND
2 114 EXAM 4' - 10" 3' - 10" 3' - 0" EXISTING C CRYSTAL FROST FILM @ INTERIOR W/ BLIND
1 115 LOUNGE 7' - 10" 5' - 10" 1' - 0" EXISTING B BLIND
2 115 LOUNGE 7' - 10" 5' - 10" 1' - 0" EXISTING B CRYSTAL FROST FILM @ INTERIOR
2 116 STAFF WC 4' - 10" 3' - 10" 3' - 0" EXISTING C CRYSTAL FROST FILM @ INTERIOR
2 117 STORAGE 4' - 10" 3' - 10" 3' - 0" EXISTING C CRYSTAL FROST FILM @ INTERIOR
2 117 STORAGE 4' - 10" 3' - 10" 3' - 0" EXISTING C CRYSTAL FROST FILM @ INTERIOR
G 119 PROCEDURE 3' - 0" 2' - 0" 3' - 6" - G SLIDER PASS THRU
2 120 JAN. 4' - 10" 3' - 10" 3' - 0" EXISTING C CRYSTAL FROST FILM @ INTERIOR
2 121 SCRUB 5' - 0" 4' - 0" 3' - 0" EXISTING A CRYSTAL FROST FILM @ INTERIOR W/ BLIND
2 122 EXAM 5' - 0" 4' - 0" 3' - 0" EXISTING A CRYSTAL FROST FILM @ INTERIOR W/ BLIND
1 124 PROVIDER 5' - 0" 4' - 0" 3' - 0" EXISTING A BLIND
1 124 PROVIDER 5' - 0" 4' - 0" 3' - 0" EXISTING A BLIND
DA
TE
N0.
DIS
CR
IPT
ION
04
/19
/16
1P
ER
MIT
SU
BM
ITT
AL
05
/13
/16
3P
ER
MIT
SU
BM
ITT
AL-
CIT
Y C
OM
ME
NT
S
D 100 ENTRY 8' - 0" 6' - 0" 1' - 0" ALUMINUM D
E1 100 ENTRY 8' - 0" 9' - 0" 0' - 0" ALUMINUM E1
E2 100 ENTRY 8' - 0" 9' - 0" 0' - 0" ALUMINUM E2
F 100 ENTRY 6' - 6 15/16" 8' - 2 1/2" 0' - 0" ALUMINUM M33
RB.01 RUBBER BASE
SV.01 SHEET VINYL FLOORING - MANNINGTON REALITIES MAPLE GROVE
SV.02 SHEET VINYL FLOORING - MANNINGTON BIOSPEC MD
FT.01 PORCELAIN FLOOR TILE - PENTAL TRACKS
FB.01 FLASH COVE BASE
FINISH LEGEND:
WM.01 WALK OFF CARPET TILE - MOHAWK STEP UP II
PT PAINT
FRP FIBER REINFORCED PANEL
WF ACROVYN WALL PANEL
WT WALL TILE - CERAMIC
ACT ACOUSTICAL CEILING TILE
GCB GYPSUM CEILING BOARD
CR.01 ACROVYN BG-10N CHAMELEON 410 "BRUSHED SILVER"
CR.02 ACROVYN HRB-4CN CHAMELEON 375 "AUTUMN MAPLE"
CR.03 ACROVYN BG-10N CHAMELEON 375 "AUTUMN MAPLE"
PROJECT NO.:
PROJECT MGR.:
DRAWN BY:
CHECKED BY:
JACKSON | MAIN ARCHITECTURE P.S. © 2015
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAIN.COM
JACKSON | MAINA R C H I T E C T U R E
WA
. C
EN
TE
R F
OR
PA
IN M
GM
T.
1408 3
RD
ST
RE
ET
SE
PU
YA
LLU
P, W
AS
HIN
GT
ON
5/1
3/2
01
6 1
:02
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PM
C:\U
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resa
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rnett\D
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\15
136
-WC
PM
-PU
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UP
_th
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sa
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tt.r
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A6.1
ROOM FINISHSCHEDULE
SC
TSB
15136.00
PU
YA
LLU
P C
LIN
IC
TSB
DA
TE
N0.
DIS
CR
IPT
ION
04
/19
/16
1P
ER
MIT
SU
BM
ITT
AL
ARCHITECTURAL FINISH SCHEDULE
Number Name Floor Finish Base Finish
Walls
Ceiling Finish CommentsN Wall Finish E Wall Finish S Wall Finish W Wall Finish
100 ENTRY LVT.01 / WM.01 RB.01 PT PT PT PT EXISTING
101 PUBLIC WC FT.01 WT.01 PT / WT PT / WT PT / WT PT / WT GCB SEE RESTROOM ELEVATIONS (SHEET ID4.6) FOR TILE PATTERNS / SEE WALL FINISH PLAN (SHEET ID4.1) FOR WT.01 / WT.02 SPEC.
102 WAITING SV.01 RB.01 PT PT PT PT ACT CR.03
103 RECEPTION SV.01 RB.01 PT PT PT PT ACT / GCB SEE REFLECTED CEILING PLAN (SHEET A1.3); SEE WALL FINISH PLAN (SHEET ID4.1)
104 PATIENT WC FT.01 WT.01 PT / WT PT / WT PT / WT PT / WT GCB
105 RECEIVING STORAGE SV.01 RB.01 PT PT PT PT ACT
106 UA SV.01 RB.01 PT - PT PT ACT
108 MA STATION SV.01 RB.01 PT PT PT PT ACT
109 HALLWAY SV.01 RB.01 (PT) CENTER (PT) CENTER (PT) CENTER (PT) CENTER ACT CR.02 AT 3'-0" A.F.F.
110 EXAM SV.01 RB.01 PT PT / WF PT / WF PT ACT
111 EXAM SV.01 RB.01 PT PT PT / WF PT / WF ACT
112 EXAM SV.01 RB.01 PT PT PT / WF PT / WF ACT WF.01 PER ELEVATIONS - SEE WALL FINISH PLAN (SHEET ID4.1) FOR SPECIFICATIONS
113 EXAM SV.01 RB.01 PT PT / WF PT / WF PT ACT WF.01 PER ELEVATIONS - SEE WALL FINISH PLAN (SHEET ID4.1) FOR SPECIFICATIONS
114 EXAM SV.01 RB.01 PT PT / WF PT / WF PT ACT
115 LOUNGE SV.01 RB.01 PT PT/WF PT/WF PT/WF ACT WF.02 3'-0" A.F.F. AND CR.01 ( SEE INTERIOR ELEVATIONS)
116 STAFF WC SV-02 FB.01 PT / FRP PT / FRP PT / FRP PT / FRP GCB
117 STORAGE SV-02 FB.01 PT PT PT PT ACT
118 IT SV.01 RB.01 PT PT PT PT ACT
119 PROCEDURE SV-02 FB.01 PT PT / FRP PT / FRP PT / FRP ACT
120 JAN. SV-02 FB.01 PT PT PT PT ACT
121 SCRUB SV-02 / WM.01 FB.01 PT PT / FRP PT / FRP PT ACT
122 EXAM SV.01 RB.01 PT / WF PT PT PT / WF ACT
123 CONSULT SV.01 RB.01 PT PT PT PT ACT
124 PROVIDER SV.01 RB.01 PT PT PT PT ACT
125 BACK HALLWAY SV.02 FB.01 PT / FRP PT / FRP - PT / FRP ACT SEE WALL FINISH PLAN (SHEET ID4.1)
130 STORAGE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING NO WORK
133 ELEV. / MECH. EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING NO WORK
134 ENTRY EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING NO WORK
UP
DN
T ectonic Cop yright 2007
FA
CP
UP DN
FA
CP
RB.01
SV.01
SV.02
FT.01
FB.01
SCB.01
SCB.02
FINISH FLOOR LEGEND:
WM.01
GT.01
LVT.01 LUXURY VINYL TILE FLOORINGMANUFACTURER: MOHAWKCOLLECTION: SERENOCOLOR: 663 LAGOONREP CONTACT: JULIA GUTT 206.409.3491
CPT.01 CARPET TILEMANUFACTURER: SHAWCOLLECTION: 59587 THE ECCENTRIC TILECOLOR: 67314 STELLADIMENSIONS: 24" X 24" TILEREP CONTACT: SUSAN MAXWELL 206.271.5250
RUBBER BASEMANUFACTURER: JOHNSONITECOLOR: 195 ASHPRODUCT: 6" TOPSET COVE BASEREP CONTACT: T&A SUPPLY - NORA VIVARELLI
SHEET VINYL FLOORINGMANUFACTURER: MANNINGTONPRODUCT: REALITIES - MAPLE GROVECOLOR: 5623 TEAKREP CONTACT: ROBERTA DILLON 206.714.4443
SHEET VINYL FLOORINGMANUFACTURER: MANNINGTONPRODUCT: BIOSPEC MDCOLOR: 15201 OYSTER WHITEREP CONTACT: ROBERTA DILLON 206.714.4443
PORCELAIN FLOOR TILEMANUFACTURER: PENTALCOLLECTION: TRACKSCOLOR: SMOKEDIMENSIONS: 12" X 24"REP CONTACT: KAROL HAUCH 206.255.7181NOTE: 1/3 RUNNING BOND PATTERN
FLASH COVE BASEMANUFACTURER: TBDCOLOR: ALUMINUM FINISHPRODUCT: FLASH COVE
ACCESSORY WALL BASEMANUFACTURER: SCHLUTERCOLOR: ANODIZED ALUMINUMPRODUCT: DILEX-AHK COVE BASE - TILE TO TILE
ACCESSORY WALL BASEMANUFACTURER: SCHLUTERCOLOR: ANODIZED ALUMINUMPRODUCT: DILEX-AHKA COVE BASE -
PAINT/ COVERING TO TILE
(USE WITH SHEETVINYL U.N.O.)
SCB .03 ACCESSORY WALL BASEMANUFACTURER: SCHLUTERCOLOR: ANODIZED ALUMINUMPRODUCT: RENO-U
TRANSITION - TILE TO VINYL
SCB.04 ACCESSORY WALL BASEMANUFACTURER: SCHLUTERCOLOR: ANODIZED ALUMINUMPRODUCT: RENO-U
TRANSITION - CARPET TO VINYLNOTE: CONTACT ROBERTA DILLON 206.714.4443 FOR TRANSITION OPTIONS
WALK-OFF CARPET TILEMANUFACTURER: MOHAWKCOLLECTION: STEP UP IICOLOR: 989 OBSIDIANDIMENSIONS: 24" X 24" TILEREP CONTACT: JULIA GUTT 206.409.3491
SCB.05 WELDED FLOOR TRANSITIONTRANSITION - VINYL TO VINYL
GROUTMANUFACTURER: LATICRETEPRODUCT: SPECTRALOCK EPOXY GROUTCOLOR: 34 SANDSTONEJOINT SIZE: 1/16"NOTE: USE AT LOCATIONS OF FT.01
RR.01 RESILIENT RUBBER FLOORING - STAIRCASEMANUFACTURER: ROPPECOLLECTION: HAMMEREDCOLOR: 193 BLACK BROWNDIMENSIONS: PER PLAN / STAIR RISER & TREADREP CONTACT: T&A SUPPLY CO. 206.282.3770NOTE: USE ON LOBBY STAIR TREADS; ALL TREADS;USE ROPPE TREAD RUBBER INSERT MG-DARK GRAY@ NOSING
EXAM
112
EXAM
113
PUBLIC WC
101
RAMP (DOWN)
LOUNGE
115
STAFF WC
116
HALLWAY
109
4' - 0"
4' -
0"
STORAGE
117
IT
118
EXAM
114
EXAM
111
EXAM
110
PROCEDURE
119
RECEPTION
103
CONSULT
123
PROVIDER
124
SCRUB
121
WAITING
102
MA STATION
108RECEIVING STORAGE
105
PATIENT WC
104
ENTRY
100
ENTRY
100
EXAM
122
JAN.
120
UA
106
BACK HALLWAY
125
5
ID5.3
Sim
4
ID5.3
Sim
4
ID5.3
Sim
2
A5.3
2
A5.3
PROJECT NO.:
PROJECT MGR.:
DRAWN BY:
CHECKED BY:
JACKSON | MAIN ARCHITECTURE P.S. © 2015
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAIN.COM
JACKSON | MAINA R C H I T E C T U R E
WA
. C
EN
TE
R F
OR
PA
IN M
GM
T.
1408 3
RD
ST
RE
ET
SE
PU
YA
LLU
P, W
AS
HIN
GT
ON
5/1
3/2
01
6 1
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:21
PM
C:\U
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rnett\D
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136
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PM
-PU
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UP
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ID4.0
FLOOR FINISH PLAN
TAB
TSB
15136.00
PU
YA
LLU
P C
LIN
IC
TSB
TRUENORTH
PROJECTNORTH
1/4" = 1'-0"
FLOOR FINISH PLAN
DA
TE
N0.
DIS
CR
IPT
ION
04
/19
/16
1P
ER
MIT
SU
BM
ITT
AL
UP
DN
UP
EXAM
112
EXAM
113
PUBLIC WC
101
RAMP (DOWN)
STAIRSFROMABOVETO REMAIN
P.01
P.02
P.0
1
P.01 P.01
P.0
1
P.0
1
P.0
1
P.0
1
P.01 P.01
P.0
1
P.01
P.0
1
P.01
P.0
2
P.0
2
P.02
P.04
P.02
P.01
P.02
P.02
P.02
P.01
P.0
2
P.0
2
P.05
P.0
2
WF
.01
WF
.01
WF.01WF.01 WF.01
WF
.01
WF
.01
P.02
P.0
4
P.04
P.03
P.0
5
P.02P
.01
WF.01 P.0
1
P.0
1
P.01
P.0
1
P.0
2
ID4.4 6
5
P.02
ID4.7 2
1
5
3
P.0
2
P.0
3
P.0
2
P.02
P.0
3
P.03
EXISTING CASEWORK TO REMAIN
P.03
P.02
P.02
CONSULT
123
PROCEDURE
119
SCRUB
121
BACK HALLWAY
125
P.02
P.03
P.0
1
P.01
P.04
EXAM
114LOUNGE
115
STAFF WC
116
IT
118
P.04P
.02
P.03
P.0
2
P.0
3
WF.01
WF
.01
WF
.01
FRP.02
FR
P.0
2
STORAGE
117
EXAM
111
EXAM
110
MA STATION
108
HALLWAY
109
RECEPTION
103
ENTRY
100
WAITING
102
PATIENT WC
104
RECEIVING STORAGE
105
WF.01
WF
.01
P.0
4
P.01/WT.01/WT.02
ID4.6
FRP.02
FR
P.0
2
ID4.6
9
ID4.5
3
1
7
7
ID4.6
ID4.3
2
ID4.3
3
ID4.3
1
15
2
ID4.5
10
ID4.3
4
5
P.01
P.0
1
EXAM
122
PROVIDER
124
P.05
P.0
5
P.05
P.0
2
P.02
FR
P.0
2
ID4.4 2
3
P.0
2
P.01/WT.01/WT.02
P.0
2
P.02
P.0
2
P.04
P.01
P.01/FRP.01
P.0
2
P.02
P.0
2
P.0
2
P.05
P.02
P.0
2
P.0
2
P.02
P.04/FRP.01
JAN.
120
13
P.03
P.02P.0
3
P.02
WF.02/CR.01
WF
.02
/CR
.01W
F.0
2/
CR
.01
WF
.02
/C
R.0
1
FRP.02
FRP.0
2
FR
P.0
2
FRP.02
CR.02 CR.02
CR
.02
6
9
6
ID5.3
P.02
P.0
2
P.01
FRP.01
P.0
7
P.0
3
ID4.4
4
P.03
P.02
WALL FINISH LEGEND:
CG CORNER GUARDMANUFACTURER: CONSTRUCTION SPECIALTIESPRODUCT: ACROVYN 4000COLOR: 934 PEARLREP CONTACT: DEVON ZELLER 206.718.7166 - RTB COMPANY
P.01 INTERIOR PAINTMANUFACTURER: SHERWIN WILLIAMSCOLOR: 7012 CREAMYPRODUCT: PROMAR 200 ZERO VOCTYPE: INTERIOR LATEXSHEEN: EGGSHELLPRIMER: PROMAR 200
ZERO VOC INTERIOR LATEX
INTERIOR PAINTMANUFACTURER: SHERWIN WILLIAMSCOLOR: 7029 AGREEABLE GRAYPRODUCT: PROMAR 200 ZERO VOCTYPE: INTERIOR LATEXSHEEN: EGGSHELLPRIMER: PROMAR 200
ZERO VOC INTERIOR LATEX
INTERIOR PAINTMANUFACTURER: SHERWIN WILLIAMSCOLOR: 6212 QUIETUDEPRODUCT: PROMAR 200 ZERO VOCTYPE: INTERIOR LATEXSHEEN: EGGSHELLPRIMER: PROMAR 200
ZERO VOC INTERIOR LATEX
INTERIOR PAINTMANUFACTURER: SHERWIN WILLIAMSCOLOR: 7006 EXTRA WHITEPRODUCT: PROMAR 200 ZERO VOCTYPE: INTERIOR LATEXSHEEN: EGGSHELLPRIMER: PROMAR 200
ZERO VOC INTERIOR LATEX
INTERIOR PAINTMANUFACTURER: SHERWIN WILLIAMSCOLOR: 6136 HARMONIC TANPRODUCT: PROMAR 200 ZERO VOCTYPE: INTERIOR LATEXSHEEN: EGGSHELLPRIMER: PROMAR 200
ZERO VOC INTERIOR LATEX
INTERIOR PAINTMANUFACTURER: SHERWIN WILLIAMSCOLOR: 7034 STATUS BRONZEPRODUCT: PROMAR 200 ZERO VOCTYPE: INTERIOR LATEXSHEEN: EGGSHELLPRIMER: PROMAR 200
ZERO VOC INTERIOR LATEX
FRP.01 FIBER REINFORCED PANELMANUFACTURER: MARLITECOLOR: P151REP CONTACT: GRAND+BENEDICTS
FRP.02 FIBER REINFORCED PANELMANUFACTURER: MARLITECOLOR: S100S/2/S WHITEREP CONTACT: GRAND+BENEDICTSNOTE: CAULK ALL JOINTS; NO SPLINE JOINTS
WF.01 WALL FINISH - ACROVYN WALL PANELMANUFACTURER: CONSTRUCTION SPECIALTIESPRODUCT: ACROVYN 4000COLOR: 848 ASPENREP CONTACT: DEVON ZELLER 206.718.7166 - RTB COMPANY
(AS INDICATED)
(AS INDICATED)
P.01
P.02P.02
P.03P.03
P.04P.04
P.05P.05
P.06P.06
WT.01 WALL TILE- CERAMICMANUFACTURER: DALTILEPRODUCT: MODERN DIMENSIONSCOLOR: 0709 ARCHITECTURAL GRAY- MATTEREP CONTACT: SIDNEY CRUCE 206.920.1554NOTE: CUT TILE 6" FOR BASE SHOWN ON ID4.8
WT.02 WALL TILE- ACCENTMANUFACTURER: PENTALPRODUCT: GLASS TILECOLOR: BAMBOO SNOWREP CONTACT: KAROL HAUCH 206.255.7181
GT.02 GROUTMANUFACTURER: LATICRETEPRODUCT: SPECTRALOCK EPOXY GROUTCOLOR: 9O LIGHT PEWTERJOINT SIZE: 1/16"NOTE: USE AT LOCATIONS OF WT.01 AND WT.02
WF.02 WALL FINISH - ACROVYN WALL PANELMANUFACTURER: CONSTRUCTION SPECIALTIESPRODUCT: ACROVYN CHAMELEONCOLOR: 372 CLASSIC MAPLEREP CONTACT: DEVON ZELLER 206.718.7166 - RTB COMPANYNOTE: ALUMINUM SPLINE JOINT
CR.01 CHAIR RAIL-LOUNGEMANUFACTURER: CONSTRUCTION SPECIALTIESPRODUCT: BG-10NCOLOR: 410 BRUSHED SILVERREP CONTACT: DEVON ZELLER 206.718.7166 - RTB COMPANY
CR.02 CRASH RAIL- HALLWAYSMANUFACTURER: CONSTRUCTION SPECIALTIESPRODUCT: HRB-35N ROUND HAND/CHAIR RAILCOLOR: 375 AUTUMN MAPLEREP CONTACT: DEVON ZELLER 206.718.7166 - RTB COMPANY
INTERIOR PAINTMANUFACTURER: SHERWIN WILLIAMSCOLOR: SW7068 GRIZZLE GRAYPRODUCT:TYPE:SHEEN:PRIMER:
P.07P.07
PROJECT NO.:
PROJECT MGR.:
DRAWN BY:
CHECKED BY:
JACKSON | MAIN ARCHITECTURE P.S. © 2015
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAIN.COM
JACKSON | MAINA R C H I T E C T U R E
WA
. C
EN
TE
R F
OR
PA
IN M
GM
T.
1408 3
RD
ST
RE
ET
SE
PU
YA
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P, W
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ON
5/1
3/2
01
6 1
:02
:21
PM
C:\U
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resa
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\15
136
-WC
PM
-PU
YA
LL
UP
_th
ere
sa
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tt.r
vt
ID4.1
WALL FINISH PLAN
TAB
TSB
15136.00
PU
YA
LLU
P C
LIN
IC
TSB
TRUENORTH
PROJECTNORTH
1/4" = 1'-0"
WALL FINISH PLAN
DA
TE
N0.
DIS
CR
IPT
ION
04
/19
/16
1P
ER
MIT
SU
BM
ITT
AL
UP
DN
FA
CP
UP
FA
CP
EXAM
112
EXAM
113
PUBLIC WC
101
4' - 5"
RAMP (DOWN)
LOUNGE
115
HALLWAY
109
CL.01
TO.01
CL.02
CL.02
CL.01
TO.01
CL.01
CT.01
CT.01
CS.01
CS.01
CL.03
CT.01 CT.01
CL.03
MA.01
CS.01
MA.01
CL.03
CS.01
MA.01
CS.01
MA.01
CL.03
MA STATION
108
PATIENT WC
104
RECEPTION
103
WAITING
102
ENTRY
100
SCRUB
121
BACK HALLWAY
125
PROVIDER
124
PROCEDURE
119
HALLWAY
109
STORAGE
117
IT
118
EXAM
114
EXAM
111
EXAM
110
RECEIVING STORAGE
105
CT.01
CT.01
CL.03
CS.01
MA.01
TO.02
CL.03
MA.01
CS.01
EXAM
122
CONSULT
123
JAN.
120
STAFF WC
116
CS.01
PROJECT NO.:
PROJECT MGR.:
DRAWN BY:
CHECKED BY:
JACKSON | MAIN ARCHITECTURE P.S. © 2015
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAIN.COM
JACKSON | MAINA R C H I T E C T U R E
WA
. C
EN
TE
R F
OR
PA
IN M
GM
T.
1408 3
RD
ST
RE
ET
SE
PU
YA
LLU
P, W
AS
HIN
GT
ON
5/1
3/2
01
6 1
:02
:22
PM
C:\U
se
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resa
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\15
136
-WC
PM
-PU
YA
LL
UP
_th
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sa
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vt
ID4.2
FURNITURE PLAN
TAB
TSB
15136.00
PU
YA
LLU
P C
LIN
IC
TSB
TRUENORTH
PROJECTNORTH
1/4" = 1'-0"
FURNITURE PLAN
DA
TE
N0.
DIS
CR
IPT
ION
04
/19
/16
1P
ER
MIT
SU
BM
ITT
AL
ID4.4 6
5
7
ID4.6
11
ID4.6 10 2' -
1"
P.01
P.0
1
P.0
1
P.01
WF
.01
WF.01
EXAM
113
4' - 0"
P.0
1
P.01
P.01
P.0
1
ID4.67 5
MA STATION
108
UA
106
1' - 0"
2' - 1"
1' - 6"
10 28 00.A15
6
P.01
P.01 P.0
1
P.01
ID4.7
11
14
13
P.01
P.01
P.0
1
P.0
1
WT.01/WT.02
P.0
1
P.04
RECEIVING STORAGE
105
PATIENT WC
104
P.0
1
2' -
1"
5' -
2"
5' - 7"
P.01
P.01
15
P.01
WT.01/WT.02
WT.01/WT.02
WT
.01
/WT
.02
WT
.01
/WT
.02
ID4.4
1
ID4.63
1
2' -
1"
5" 2' - 6"
1' - 2"
7' - 1"
2' - 1"
5"
3"
SS.01 PERCASEWORK
ELEVATIONS
ID4.6 2
45.00°
QS.01 PER CASEWORKELEVATONS
5' - 3"
2' -
4"
RECEPTION
103
ID4.7 7
6
10
9
ID4.4
P.0
2
P.05
P.0
2
P.02
P.0
2
P.0
2
P.04/FRP.01
P.0
2
P.0
2
P.02
P.02
P.02
P.02
P.0
2
P.0
2
P.02
P.02
P.02
JAN.
120
STAFF WC
116
LOUNGE
115
11
10
9ID4.6
14
P.01/FRP.01
PROJECT NO.:
PROJECT MGR.:
DRAWN BY:
CHECKED BY:
JACKSON | MAIN ARCHITECTURE P.S. © 2015
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAIN.COM
JACKSON | MAINA R C H I T E C T U R E
WA
. C
EN
TE
R F
OR
PA
IN M
GM
T.
1408 3
RD
ST
RE
ET
SE
PU
YA
LLU
P, W
AS
HIN
GT
ON
5/1
3/2
01
6 1
:02
:23
PM
C:\U
se
rs\the
resa
.ba
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ocum
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\15
136
-WC
PM
-PU
YA
LL
UP
_th
ere
sa
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rne
tt.r
vt
ID4.3
ENLARGED FLOORPLANS
TAB
TSB
15136.00
PU
YA
LLU
P C
LIN
IC
TSB
DA
TE
N0.
DIS
CR
IPT
ION
04
/19
/16
1P
ER
MIT
SU
BM
ITT
AL
1/2" = 1'-0"2
ENLARGED EXAM ROOM (TYP.) 1/2" = 1'-0"
3
ENLARGED PATIENT WC / RECEIVING STORAGE / UA /MA STATION PLAN
1/2" = 1'-0"1
ENLARGED RECEPTION PLAN
KEYNOTE LEGEND
KEY VALUE KEYNOTE TEXT
10 28 00.A15 Specimen Pass Box
1/2" = 1'-0"4
ENLARGED STAFF WC/ LOUNGE FLOOR PLAN
8' -
0"
6"
2
6"
10 26 23.13.A1
09 91 23.A1
09 65 13.13.A8
6"
8' -
0"
6"
09 91 23.A1
09 65 13.13.A8
10 26 23.13.A1
113
09 91 23.A1
09 65 13.13.A8
8' -
6"
6"
8' -
6"
6"
09 65 13.13.A8
09 91 23.A1
8' -
0"
102B
09 29 00.C3
12 36 61.16.A1
09 29 00.B7
09 91 23.A109 91 23.A1
3' -
0"
3' -
0"
6"
CHAIR RAIL PERWALL FINISH PLAN
10 26 23.13.A1
09 65 13.13.A8
WALL FINISH 3'-0" A.F.F.PER FINISH SCHEDULE
4"
09 91 23.A1
6' -
0"
3' -
0"
6"
4"
09 65 13.13.A8
09 91 23.A1
10 26 23.13.A1
WALL FINISH 3'-0" A.F.F.PER FINISH SCHEDULE
CHAIR RAIL PERFINISH SCHEDULE6
' - 0
"
3' -
0"
6"
4"
CHAIR RAIL PERFINISH SCHEDULE
WALL FINISH 3'-0" A.F.F. PERFINISH SCHEDULE
6' -
0"
6"
8' -
0"
1' -
0"
09 91 23.A1
10 26 23.16.A1
09 65 13.13.A8
100
09 91 23.A1
09 65 13.13.A8
7' -
1"
1' -
1"
2' -
10
"
PROJECT NO.:
PROJECT MGR.:
DRAWN BY:
CHECKED BY:
JACKSON | MAIN ARCHITECTURE P.S. © 2015
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAIN.COM
JACKSON | MAINA R C H I T E C T U R E
WA
. C
EN
TE
R F
OR
PA
IN M
GM
T.
1408 3
RD
ST
RE
ET
SE
PU
YA
LLU
P, W
AS
HIN
GT
ON
5/1
3/2
01
6 1
:02
:24
PM
C:\U
se
rs\the
resa
.ba
rnett\D
ocum
ents
\15
136
-WC
PM
-PU
YA
LL
UP
_th
ere
sa
.ba
rne
tt.r
vt
ID4.4
INTERIORELEVATIONS
TAB
TSB
15136.00
PU
YA
LLU
P C
LIN
IC
TSB
DA
TE
N0.
DIS
CR
IPT
ION
04
/19
/16
1P
ER
MIT
SU
BM
ITT
AL
05
/13
/16
3P
ER
MIT
SU
BM
ITT
AL-
CIT
Y C
OM
ME
NT
S
1/4" = 1'-0"5
EXAM TYP. SOUTH
1/4" = 1'-0"6
EXAM TYP. EAST
1/4" = 1'-0"7
EXAM TYP. NORTH
KEYNOTE LEGEND
KEY VALUE KEYNOTE TEXT
08 43 00 Storefronts
09 29 00.B7 6" Museum Base Per Finish Schedule
09 29 00.C3 1/2" GWB Soffit Per Reflected Ceiling Plan
09 65 13.13.A8 6" Rolled Base
09 91 23.A1 Paint Per Finish Schedule
10 26 23.13.A1 Acrovyn Wall Covering Per Finish Schedule
10 26 23.16.A1 FRP Per Finish Schedule
12 36 61.16.A1 Solid Surfacing Per Finish Schedule
1/4" = 1'-0"3
102 WAITING NORTH
1/4" = 1'-0"2
102 WAITING EAST 1/4" = 1'-0"
11115 LOUNGE EAST
1/4" = 1'-0"10
115 LOUNGE SOUTH
1/4" = 1'-0"9
115 LOUNGE WEST 1/4" = 1'-0"
1UA NORTH
1/4" = 1'-0"4
LOBBY SOUTH
3
119
09 91 23.A1
8' -
6"
6"
09 65 13.13.A9
SUPPLYCABINET
A
G
6"
FIN
ISH
SC
HE
DU
LE
8' -
0"
FR
P P
ER
6"
09 91 23.A1
10 26 23.16.A1
09 65 13.13.A9
119A
09 91 23.A1
6"
8' -
0"
6"
10 26 23.16.A1
09 65 13.13.A9
10 26 23.16.A1
09 91 23.A16"
PE
R S
CH
ED
UL
E
8' -
0"
FR
P P
ER
6"
09 65 13.13.A9
7
ID5.3
E4
FIN
ISH
SC
HE
DU
LE
8'-0
" F
RP
PE
R6
"6
"
09 65 13.13.A9
10 26 23.16.A1
09 91 23.A1
7
ID5.3
2
FIN
ISH
SC
HE
DU
LE
8' -
0"
FR
P P
ER
6"
10 26 23.16.A1
09 65 13.13.A9
6"
09 91 23.A1
09 91 23.A1
10 26 23.16.A1
09 65 13.13.A9119
6"
FIN
ISH
SC
HE
DU
LE
8'-0
" F
RP
PE
R
STERILIZER,N.I.C.
6"
FIN
ISH
SC
HE
DU
LE
8'-0
" F
RP
PE
R6
"
09 65 13.13.A9
10 26 23.16.A1
09 91 23.A1
PROJECT NO.:
PROJECT MGR.:
DRAWN BY:
CHECKED BY:
JACKSON | MAIN ARCHITECTURE P.S. © 2015
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAIN.COM
JACKSON | MAINA R C H I T E C T U R E
WA
. C
EN
TE
R F
OR
PA
IN M
GM
T.
1408 3
RD
ST
RE
ET
SE
PU
YA
LLU
P, W
AS
HIN
GT
ON
5/1
3/2
01
6 1
:02
:25
PM
C:\U
se
rs\the
resa
.ba
rnett\D
ocum
ents
\15
136
-WC
PM
-PU
YA
LL
UP
_th
ere
sa
.ba
rne
tt.r
vt
ID4.5
INTERIORELEVATIONS
TAB
TSB
15136.00
PU
YA
LLU
P C
LIN
IC
TSB
DA
TE
N0.
DE
SC
RIP
TIO
N
KEYNOTE LEGEND
KEY VALUE KEYNOTE TEXT
09 65 13.13.A9 Flash Cove Base
09 91 23.A1 Paint Per Finish Schedule
10 26 23.16.A1 FRP Per Finish Schedule
1/4" = 1'-0"3
119 PROCEDURE NORTH
1/4" = 1'-0"2
119 PROCEDURE EAST
1/4" = 1'-0"1
119 PROCEDURE SOUTH
1/4" = 1'-0"7
119 PROCEDURE WEST
1/4" = 1'-0"6
121 SCRUB NORTH
1/4" = 1'-0"5
121 SCRUB EAST
1/4" = 1'-0"10
121 SCRUB SOUTH
1/4" = 1'-0"9
121 SCRUB WEST
OPEN FOR TRASH
PL.01
RB.01
PL.02 WITH 4"INTEGRAL BACKSPLASH
TRASH GROMMET HOLE
PL.01
7
ID5.1
6
ID5.1
2' - 6"
2' -
10
"2
' - 6
"1
' - 6
"
KEYHOLE 'A'
KEYHOLE 'B'
KEYHOLE 'A'
9
ID5.1
1' - 6"
ADJUSTABLE SHELVING, TYP.
INTERNAL DIVIDER
PL.01, TYP.
PL.02 WITH 4"INTEGRAL BACKSPLASH
GLOVE SLOTS
PL.01
8
ID5.1
2' -
10
"2
' - 6
"1
' - 6
"
2' -
10
"
1" FILLER 2' - 0" 2' - 0"
REF.
2' - 0" 2' - 1"
PL.01
ADJUSTABLE SHELVES, TYP.
PL.01, TYP.
SS.02 COUNTERTOPWITH 24" INTEGRALBACKSPLASH
3
ID5.1
4
ID5.1
09 65 13.13.A8
2' -
0"
2' -
0"
OPEN
PL.02
PL.01
ADJUSTABLE SHELVES, TYP.
1
ID5.1
2' -
10
"
3/4" FILLER 3' - 0" 3' - 0"
09 65 13.13.A8
2' -
0"
2' -
0"
1' -
6"
6"
2' -
0"
DOCUMENT ORGANIZER
1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0"
1' - 3"
2' - 6" 2' - 6"
PL.01
SS.01
2' -
6"
11
ID5.1
PL.01
3' -
6"
QS.01
09 65 13.13.A8
2' - 6"
ADJUSTABLESHELVING,TYP.
3
ID5.2
2' -
6"
2' -
0"
SS.01
10
ID5.0
PL.01
1' -
0"
2' -
6"
QS.01
09 65 13.13.A8
ADJUSTABLESHELVES, TYP.
2' -
6"
2' -
0"
OPEN
SS.01
PL.01
PL.03 TRIM TOEXTEND ALONGVERTICAL EDGE
1 1
/2"
1"
1' -
9 1
/2"
6"
2' -
6" 3' -
6"
1' -
0"2' -
0"
1' - 0"
PL.01
QS.01
2' -
6"
3/4"
3/4"
PL.03 GALLERY BASE
2' -
10
"
3' - 6" 3' - 6"
3' - 0"
7' -
0"
5
ID5.1
10
ID5.1
3' - 0"
3' - 0" 3' - 0" 1' - 0"
PL.04
OPEN FORTRASH
PL.04
SS.02 WITH 24"INTEGRALBACKSPLASH
PASS-THRUWINDOW
FB.01SUPPLY CABINET A
2' -
2"
2' -
0"
ADJUSTABLE SHELVING, TYP.
3' - 0"2" FILLER
2' - 0"
6
ID5.0
3
ID5.1
PL.01
PL.01
SS.02 WITH 24"INTEGRAL BACKSPLASH
09 65 13.13.A9
2' -
10
"2
' - 0
"
3' - 7 1/4"
4
ID5.0
2' -
0"
6' -
10
"
ADJUSTABLE SHELVING, TYP.
STERILIZER, N.I.C.
PL.01 PLASTIC LAMINATELOCATION: ALL VERTICAL CASEWORK THROUGHOUT U.N.O.MANUFACTURER: FORMICAFINISH: MATTECOLOR: 9257-58 GLOW MAPLEREP CONTACT: ANGELA WINGERT 206.387.2411
CASEWORK FINISH LEGEND:
PL.02
PL.03
PL.04
SS.01
SS.02PLASTIC LAMINATELOCATION: COUNTERTOPS AT ALL DRY AREASMANUFACTURER: FORMICAFINISH: MATTECOLOR: 6920-58 MINERAL SPAREP CONTACT: ANGELA WINGERT 206.387.2411
PLASTIC LAMINATELOCATION: ACCENTS AT RECEPTION DESKSMANUFACTURER: FORMICAFINISH: DECO METALCOLOR: 2125 NATURAL MATTE ALUMINUMREP CONTACT: ANGELA WINGERT 206.387.2411
PLASTIC LAMINATELOCATION: LOCKER ROOMS; ALL VERTICAL SURFACESIN PROCEDURE ROOMSMANUFACTURER: FORMICAFINISH: MATTECOLOR: 5349-58 FOSSILREP CONTACT: ANGELA WINGERT 206.387.2411
QUARTZ SOLID SURFACELOCATION: THROUGHOUTMANUFACTURER: BASIXFINISH: QUARTZ- BUILDER SERIESCOLOR: TWILIGHTREP CONTACT: ROBBIE NOVAK W/CRONIN COMPANY 503.334.6867
SOLID SURFACELOCATION: THROUGHOUTMANUFACTURER: WILSONARTFINISH: SATINCOLOR: 1573SL FROSTY WHITEREP CONTACT: KIRSTEN SOLLY 425.652.1300
QS.01 NATURAL STONE SURFACELOCATION: TRANSACTION PLATE AT RECEPTIONMANUFACTURER: OREGON TILE & MARBLEFINISH: VEIN-CUT 3 CMCOLOR: ST. PIERRE LIMESTONEREP CONTACT: KELLI PATCH 206.812.4011
2
2' -
10
"
5' - 4 1/2"PL.02
OPEN
09 65 13.13.A8
2
ID5.1
3' - 4" 1' - 3" 3' - 3" 5" 4' - 4"
4"
2' -
10
"
4"
2' -
6"
1 1
PL.02 WITH 4"INTEGRALBACKSPLASH
OPENOPEN OPEN
PL.01
PL.01
11
ID5.1
12
ID5.0
11
ID5.0
09 65 13.13.A8
13
ID5.0
2' -
6"
1' -
8"
ADJUSTABLE SHELVING, TYP.
REF.N.I.C.
HANDWASH SINK
PL.01
PL.01
SS.01 WITH 4" INTEGRALBACKSPLASH
5
ID5.0
2' -
10
"
3' - 0" 2' - 0"
ADJUSTABLE SHELVES,TYP.
6
ID5.0
2' -
6"
1' -
6"
2' - 0"1' - 0"2' - 0"
PROJECT NO.:
PROJECT MGR.:
DRAWN BY:
CHECKED BY:
JACKSON | MAIN ARCHITECTURE P.S. © 2015
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAIN.COM
JACKSON | MAINA R C H I T E C T U R E
WA
. C
EN
TE
R F
OR
PA
IN M
GM
T.
1408 3
RD
ST
RE
ET
SE
PU
YA
LLU
P, W
AS
HIN
GT
ON
5/1
3/2
01
6 1
:02
:25
PM
C:\U
se
rs\the
resa
.ba
rnett\D
ocum
ents
\15
136
-WC
PM
-PU
YA
LL
UP
_th
ere
sa
.ba
rne
tt.r
vt
ID4.6
CASEWORKELEVATIONS
TAB
TSB
15136.00
PU
YA
LLU
P C
LIN
IC
TSB
DA
TE
N0.
DIS
CR
IPT
ION
04
/19
/16
1P
ER
MIT
SU
BM
ITT
AL
1/2" = 1'-0"11
EXAM TYP. CASEWORK NORTH
1/2" = 1'-0"10
EXAM TYP. CASEWORK EAST
1/2" = 1'-0"7
UA CASEWORK WEST
1/2" = 1'-0"5
MA STATION CASEWORK EAST 1/2" = 1'-0"
1RECEPTION CASEWORK NORTH
1/2" = 1'-0"3
RECEPTION CASEWORK WEST
1/2" = 1'-0"2
RECEPTION CASEWORK EAST
1/2" = 1'-0"15
PROCEDURE CASEWORK NORTH
1/2" = 1'-0"9
SCRUB CASEWORK SOUTH
KEYNOTE LEGEND
KEY VALUE KEYNOTE TEXT
09 65 13.13.A8 6" Rolled Base
09 65 13.13.A9 Flash Cove Base
09 91 23.A1 Paint Per Finish Schedule
1/2" = 1'-0"6
MA STATION CASEWORK SOUTH
1/2" = 1'-0"13
124 PROVIDER CASEWORK NORTH
1/2" = 1'-0"14
115 LOUNGE CASEWORK NORTH
NOTE:
ALL CASEWORK LOCKS IN PUBLIC AREAS ARE KEYHOLE 'A' UNLESS NOTEDOTHERWISE. COORDINATE WITH OWNER FOR FURTHER CLARIFICATION.
09 91 23.A1
1' -
6"
10 28 00.C3
10 28 00.A2
8' -
6"
2' -
10
"
3' -
4"
2"
5' -
0"
10 28 00.C4
09 30 13.A209 30 13.A2
3' -
4"
2"
5' -
0"
101
09 30 13.A209 30 13.A2
8' -
6"
09 91 23.A1
09 91 23.A1
09 30 13.A2
3' -
4"
10 28 00.A1
5' -
0"
2"
3' -
4"
09 30 13.A2
8' -
6"
3' -
4"
1' -
6"2
' - 1
0"
8' -
6"
3' -
4"
3' -
4"
10 28 00.A20
10 28 00.A6
3' -
4"
2"
5' -
0"
10 28 00.A19
09 30 13.A209 30 13.A2
09 91 23.A1
26 51 00.E16
ID5.3
8' -
0"
6"
FR
P P
ER
FIN
ISH
SC
HE
DU
LE
09 65 13.13.A9
10 26 23.16.A1
8' -
0"
6"
FR
P P
ER
FIN
ISH
SC
HE
DU
LE
09 65 13.13.A9
10 26 23.16.A1
2
1' -
6"2
' - 1
0"
3' -
4"
10 28 00.A20
22 40 00.A7
10 28 00.A6
6"
8' -
0"
FR
P P
ER
FIN
ISH
SC
HE
DU
LE
10 26 23.16.A1
09 65 13.13.A9
1' -
6"
1' -
8"
8' -
0"
6"
116
FR
P P
ER
FIN
ISH
SC
HE
DU
LE
09 65 13.13.A9
10 26 23.16.A1
10 28 00.A2
26 51 00.E1
1' -
6"2
' - 1
0"
2' -
10
"
3' -
4"
22 40 00.A7
10 28 00.A20
10 28 00.A6
09 65 13.13.A9
10 28 00.C2
10 28 00.A19
3' -
4"
2"
5' -
0"
09 30 13.A209 30 13.A2
09 91 23.A1
26 51 00.E1
6
ID5.3
3' -
4"
8' -
6"
10 28 00.A1
09 91 23.A1
126
5' -
0"
2"
3' -
4"
09 30 13.A209 30 13.A2
10 28 00.A15
09 91 23.A1
8' -
6"
5' -
0"
2"
3' -
4"
09 30 13.A209 30 13.A2
3' -
4"
1' -
6"
1' -
8" 2' -
10
"
10 28 00.C2
10 28 00.A2
2
09 91 23.A1
09 30 13.A209 30 13.A2
3' -
4"
2"
5' -
0"
FRP.01 FIBER REINFORCED PANELMANUFACTURER: MARLITECOLOR: S-490N LIGHT GREYREP CONTACT: GRAND+BENEDICTSNOTE: CAULK ALL JOINTS; NO SPLINE JOINTS
(AS INDICATED)
WT.01 WALL TILE- CERAMICMANUFACTURER: DALTILEPRODUCT: MODERN DIMENSIONSCOLOR: 0709 ARCHITECTURAL GRAY- MATTEREP CONTACT: SIDNEY CRUCE 206.920.1554NOTE: CUT TILE 6" FOR BASE SHOWN ON ID4.8
WT.02 WALL TILE- ACCENTMANUFACTURER: PENTALPRODUCT: GLASS TILECOLOR: BAMBOO SNOWREP CONTACT: KAROL HAUCH 206.255.7181
GT.02 GROUTMANUFACTURER: LATICRETEPRODUCT: SPECTRALOCK EPOXY GROUTCOLOR: 9O LIGHT PEWTERJOINT SIZE: 1/16"NOTE: USE AT LOCATIONS OF WT.01 AND WT.02
RESTROOM FINISH LEGEND:
PROJECT NO.:
PROJECT MGR.:
DRAWN BY:
CHECKED BY:
JACKSON | MAIN ARCHITECTURE P.S. © 2015
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAIN.COM
JACKSON | MAINA R C H I T E C T U R E
WA
. C
EN
TE
R F
OR
PA
IN M
GM
T.
1408 3
RD
ST
RE
ET
SE
PU
YA
LLU
P, W
AS
HIN
GT
ON
5/1
3/2
01
6 1
:02
:27
PM
C:\U
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ocum
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\15
136
-WC
PM
-PU
YA
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UP
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ID4.7
RESTROOM FINISHELEVATIONS
TAB
TSB
15136.00
PU
YA
LLU
P C
LIN
IC
TSB
1/2" = 1'-0"1
101 PUBLIC WC NORTH
1/2" = 1'-0"2
101 PUBLIC WC EAST
1/2" = 1'-0"3
101 PUBLIC WC SOUTH
1/2" = 1'-0"5
101 PUBLIC WC WEST
DA
TE
N0.
DIS
CR
IPT
ION
04
/19
/16
1P
ER
MIT
SU
BM
ITT
AL
1/2" = 1'-0"6
116 STAFF WC NORTH
1/2" = 1'-0"7
116 STAFF WC EAST
1/2" = 1'-0"9
116 STAFF WC SOUTH
1/2" = 1'-0"10
116 STAFF WC WEST
KEYNOTE LEGEND
KEY VALUE KEYNOTE TEXT
09 29 00.D13 5/8" M.R. Gypsum Board
09 30 13.A2 Wall Tile Per Finish Schedule
09 65 13.13.A9 Flash Cove Base
09 91 23.A1 Paint Per Finish Schedule
10 26 23.16.A1 FRP Per Finish Schedule
10 28 00.A1 Paper Towel Dispenser
10 28 00.A2 Toilet Tissue Dispenser
10 28 00.A6 Soap Dispenser
10 28 00.A15 Specimen Pass Box
10 28 00.A19 Toilet Seat Cover Dispenser
10 28 00.A20 2'-0" X 3'-0" Mirror
10 28 00.C2 36" Grab Bar
10 28 00.C3 42" Grab Bar
10 28 00.C4 18" Vertical Grab Bar
22 40 00.A7 Wall Mount Sink
26 51 00.E1 Dado LED in Drywall
1/2" = 1'-0"11
104 PATIENT WC NORTH
1/2" = 1'-0"13
104 PATIENT WC EAST
1/2" = 1'-0"14
104 PATIENT WC SOUTH
1/2" = 1'-0"15
104 PATIENT WC WEST
1. ALL CABINETRY SHALL CONFORM TO AWI STANDARDS FOR CUSTOM GRADE.
2. CABINETS SHALL BE FULL OVERLAY STYLE. UNDERSIDE OF CABINETS SHALL MATCHCABINET FRONTS.
3. PROVIDE REQUIRED BLOCKING. INSTALL IN ACCORDANCE WITH AWI CUSTOM GRADESTANDARDS.
4. PROVIDE 20 GA. STEEL STRAP @ STUDS 24" O.C. HORIZONTALLY BEHIND CASEWORK.
5. ALL CASEWORK SHALL BE 3/4" FURNITURE GRADE PLYWOOD CONSTRUCTION, UNO.
6. ALL SUB-COUNTERS SHALL BE 3/4" MARINE GRADE PLYWOOD. ALL PLASTIC LAMINATECOUNTER SUBSTRATE SHALL BE 3/4" MDF.
7. PROVIDE P.T. 2x WOOD BLOCKING AT FLOOR, AT ALL BASE CABINETS.
8. PROVIDE ALL FILLER PANELS. MATCH TO ADJACENT CASEWORK FINISH.
9. FINISH ALL EXPOSED INTERIOR CASEWORK SURFACES WITH WHITE MELAMINE, INCLUDINGINTERIOR FACES OF DOORS AND DRAWERS, TOP AND BOTTOM FACES OF SHELVES, ANDALL SURFACES OF DRAWER BOXES AND ADJUSTABLE SHELVES. FINISH ALL EXPOSEDINTERIOR EDGES WITH WHITE MELAMINE EDGE BANDING.
10. PROVIDE PLASTIC LAMINATE TOE-KICK TO MATCH CASEWORK, TYP.
11. ALL FASTENERS EXPOSED TO VIEW SHALL BE BRIGHT STAINLESS FINISH (US32).
12. PROVIDE MEDIUM DUTY, FLUSH MOUNTED SHELF PILASTERS AND CLIPS, BRIGHT METAL(US2G) FINISH.
13. HINGES SHALL BE CONCEALED, FULL OVERLAY WITH 7/16" CUP DEPTH AND SOFT CLOSEFEATURE (BLUM 38C OR APPROVED EQUAL)
14. PROVIDE HEAVY DUTY, FULL-EXTENSION RUNNERS, BRIGHT METAL FINISH AT ALL FILEDRAWERS. PROVIDE MEDIUM DUTY CONCEALED RUNNERS WITH SOFT CLOSE FEATURE ATALL OTHER DRAWERS.
15. ALL DOOR AND DRAWER PULLS SHALL BE 4" WIRE PULLS, 1 1/4" PROJECTION. U32D FINISH
16. PROVIDE SURFACE-MOUNTED CABINET LOCKS AT ALL CASEWORK EXCEPT BREAK ROOM,CLEAN AND DIRTY STORAGE. PROVIDE LOCKS FOR BOTH DOORS AND DRAWERS.
17. PROVIDE GROMMETS AND CAPS AT ALL UNDER-COUNTER POWER/DATA OUTLETS ATRECEPTION, NURSE, MA STATION AND PRACTITIONER WORK SURFACES.
18. MOUNT OVER-COUNTER OUTLETS 45" TO CENTER ABOVE FLOOR.
19. SEAL SEAM BETWEEN COUNTERTOP AND WALL WITH CONTINUOUS BEAD OF LATEXSEALANT, MATCH COLOR TO ADJACENT COUNTER.
20. SEE ARCHITECTURAL DRAWINGS AND FINISH PLAN FOR MORE INFORMATION.
21. ALL EXPOSED CORNERS OF COUNTERTOPS TO HAVE TYP. R= 1 1/2",R= 2 1/2" EDGES UNLESS OTHERWISE NOTED. REFER TO SHEETID5.0 SERIES FOR CASEWORK INFORMATION.
22. FOR ALL CLEAN WORK AREAS, CASEWORK NEEDS TO HAVE A LOCKER TOP OR VALANCE TOPTO THE CEILING. REFER TO LOCKER TOP AND VALANCE TOP CASEWORK DETAIL.
CASEWORK NOTES:
2"
CONNECT PLATE TO METAL STUDWALL W/ 3/4" DIA. BOLTS ANDFULL LENGTH NON-COMBBACKING
3"x24"x 3/16" PLATE W/ (4) HOLES
FULL PENETRATIONWELD BEAD BOTHTOP AND BOTTOM
2" X1 1/2"X 3/16" STL ANGLE W/(3) SCREW HOLES TO BOTTOMOF COUNTER TOP.
NOTE: USE BRACE IN ALLCONDITIONSWHERE COUNTERTOPS CANTILEVERMORE THAN 1'-6" OR ATUNSUPPORTEDSPANS OF 4'-0". ALL WELDS ARE TOBEFULL LENGTH.
C.L.
3"
24
"
3"
1-1
/2"
COORDIN
ATE W
/
DEPTH
OF C
OUNTER
, TYP.
VERIFY WELD FORCROSS BRACEEXTENSION
1-1
/2"
PENCIL EDGE @ SOLID SURFACE,QUARTZ COUNTERS.VINYL BULLNOSE @ PLAM.
NOTE:RADIUS ALL EXPOSED OUTSIDECOUNTERTOP CORNERS. R=1 1/2", TYP.(2 1/2" @ CORRIDOR, MA STATIONS)
CASEWORK
1 1
/2"
SOLID SURFACE COUNTER ON3/4" MDF SUB COUNTER W/ 4"INTEGRAL BACKSPLASH. - PERCASEWORK ELEVATIONS
DRAWER PULLS, TYP.
DRAWERS, TYP. - WHITEMELAMINE FINISH ON 3/4"MDF
2' - 1"
2' -
10
"
4"3"
P.LAM ON 3/4" MDF SUB SURFACEPER CASEWORK ELEVATIONS
HO
LD
3/4
"
HO
LD
1/4
"1
/4"
DOOR PULLS, TYP.
SOLID SURFACE COUNTER ON3/4" MARINE GRADE MDF SUBCOUNTER W/ 4" INTEGRALBACKSPLASH.
3"
2' - 1"
P.LAM ON 3/4" MDF SUB SURFACEPER CASEWORK ELEVATIONS2
' - 1
0"
HO
LD
3/4
"
HO
LD
1/4
"
1/2" RECESSED SHELFSTANDARDS, TYP.
ADJUSTABLE SHELVES, TYP.- WHITE MELAMINE FINISHON 3/4" MDF
DOOR PULLS, TYP.
P.LAM ON 3/4" MDFPER CASEWORK ELEVATIONS
1' -
6"
2' -
6"
DOOR PULLS, TYP.
SOLID SURFACE COUNTER ON3/4" MDF SUB COUNTER W/ 4"INTEGRAL BACKSPLASH.
1/2" RECESSED SHELFSTANDARDS, TYP.
ADJUSTABLE SHELVES, TYP. -WHITE MELAMINE FINISH ON3/4" MDF
1/2" RECESSED SHELFSTANDARDS, TYP.
ADJUSTABLE SHELVES, TYP.- WHITE MELAMINE FINISHON 3/4" MDF
DOOR PULLS, TYP.
2' -
10
"1
' - 6
"2
' - 6
"
4"
3"
2' - 1"
P.LAM ON 3/4" MDF SUB SURFACEPER CASEWORK ELEVATIONS
P.LAM ON 3/4" MDF SUB SURFACEPER CASEWORK ELEVATIONS
HO
LD
1/4
"
HO
LD
3/4
"
DRAWER PULLS, TYP.
SURFACE ON 3/4" MDF PERCASEWORK ELEVATIONS
P.LAM ON 3/4" MDF, TYP. - PERCASEWORK ELEVATIONS
2' - 9"
6"
3/4
"
6" P.LAM GALLERY BASE-PER CASEWORK ELEVATIONS
P.LAM PER CASEWORK ELEVATIONS
3/4" TRIM; PER CASEWORK ELEVATIONS
FILE
FILE
3" 4"
2' -
6"
HO
LD
3/4
"
HO
LD
1/4
"
SURFACE ON 3/4" MDF SUBCOUNTER PER CASEWORKELEVATIONS
2' - 9"
6"
3/4
"
GWB, PAINTED
3/4" TRIM; PER CASEWORK ELEVATIONS
6" P.LAM GALLERY BASE-PER CASEWORK ELEVATIONS
P.LAM PER CASEWORK ELEVATIONS
ADD IN-WALL BRACKET AS NEEDEDFOR SUPPORT
BASE PER FINISH SCHEDULE
CABLE ACCESS DOOR-GWB W/ PIANOHINGE AND MAGNETIC CATCH
ELECTRICAL GROMMET
2' -
6"
DOOR PULLS, TYP.
SOLID SURFACE COUNTER ON3/4" MDF SUBCOUNTER
WHITE MELAMINE FINISH ON3/4" MDF RECESSED SHELFSTANDARDS, TYP.
ADJUSTABLE SHELVES, TYP. -WHITE MELAMINE FINISH ON3/4" MDF
2' -
6"
3"
2' - 1"
4"
HO
LD
3/4
"
HO
LD
1/4
"
GWB, PAINTED
1/2" RECESSED SHELFSTANDARDS, TYP.
ADJUSTABLE SHELVES, TYP.- WHITE MELAMINE FINISH
DOOR PULLS, TYP.
P.LAM ON 3/4" MDF SUBSURFACE PER CASEWORKELEVATIONS
P.LAM ON 3/4" MDF SUBCOUNTER PERCASEWORK ELEVATIONS
2' - 7"
SURFACE-APPLIEDCORBEL BRACKETS ONLYAT PROVIDER
HO
LD
2' -
0"
2' -
6"
2' -
6"
P.LAM ON 3/4" MDF SUBCOUNTER PER CASEWORKELEVATIONS
GWB, PAINTED
2' - 7"
2' -
6"
SURFACE-APPLIEDCORBEL BRACKETS ONLYAT PROVIDER
4"
P.LAM ON 3/4" MDF SUBCOUNTER PER CASEWORKELEVATIONS
GWB, PAINTED
2' - 7"
2' -
10
"
FRONT APRON - PLASTICLAMINATE ON 3/4" MDF. MATCHTO VERTICAL FACE OFCASEWORK
CONCEALED COUNTER TOPSUPPORT
SURFACE-APPLIEDCORBEL BRACKETS ONLYAT PROVIDER
4"
SOLID SURFACE OVER3/4" MDF SUBCOUNTER.
5 1/2" 5 1/2"
1' - 4"P.LAM PER FINISH
SCHEDULE
P.LAM OVER 3/4" MDFSUBSURFACE PER
CASEWWORKELEVATIONS
6" P.LAMGALLERY BASE
-PER CASEWORKELEVATIONS
BASE PER FINISHSCHEDULE
ADD IN-WALL BRACKETAS NEEDED FOR SUPPORT
SOLID STONETRANSACTIONCOUNTERTOP, PERCASEWORK ELEVATIONS
PROJECT NO.:
PROJECT MGR.:
DRAWN BY:
CHECKED BY:
JACKSON | MAIN ARCHITECTURE P.S. © 2015
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAIN.COM
JACKSON | MAINA R C H I T E C T U R E
WA
. C
EN
TE
R F
OR
PA
IN M
GM
T.
1408 3
RD
ST
RE
ET
SE
PU
YA
LLU
P, W
AS
HIN
GT
ON
5/1
3/2
01
6 1
:02
:27
PM
C:\U
se
rs\the
resa
.ba
rnett\D
ocum
ents
\15
136
-WC
PM
-PU
YA
LL
UP
_th
ere
sa
.ba
rne
tt.r
vt
ID5.0
CASEWORK DETAILS
TAB
TSB
15136.00
PU
YA
LLU
P C
LIN
IC
TSB
1 1/2" = 1'-0"1
TYPICAL CASEWORK BACKING
3" = 1'-0"2
COUNTERTOP EDGE
1" = 1'-0"6
TYPICAL DRAWER CASEWORK
1" = 1'-0"5
TYPICAL SINK CASEWORK
1" = 1'-0"4
TYPICAL CASEWORK 1" = 1'-0"
7RECEPTION DESK AT FILE CABINET
1" = 1'-0"8
RECEPTION DESK AT OPENING
DA
TE
N0.
DIS
CR
IPT
ION
04
/19
/16
1P
ER
MIT
SU
BM
ITT
AL
1" = 1'-0"9
RECEPTION AT CABINET
1" = 1'-0"11
TYPICAL UPPER CABINET AT DESK OPENING
1" = 1'-0"12
PROVIDER AT WORK SURFACE OPENING
1" = 1'-0"13
PROVIDER AT STANDING HEIGHT 1" = 1'-0"
10TYPICAL TRANSACTION COUNTERTOP
1. ALL CABINETRY SHALL CONFORM TO AWI STANDARDS FOR CUSTOM GRADE.
2. CABINETS SHALL BE FULL OVERLAY STYLE. UNDERSIDE OF CABINETS SHALL MATCHCABINET FRONTS.
3. PROVIDE REQUIRED BLOCKING. INSTALL IN ACCORDANCE WITH AWI CUSTOM GRADESTANDARDS.
4. PROVIDE 20 GA. STEEL STRAP @ STUDS 24" O.C. HORIZONTALLY BEHIND CASEWORK.
5. ALL CASEWORK SHALL BE 3/4" FURNITURE GRADE PLYWOOD CONSTRUCTION, UNO.
6. ALL SUB-COUNTERS SHALL BE 3/4" MARINE GRADE PLYWOOD. ALL PLASTIC LAMINATECOUNTER SUBSTRATE SHALL BE 3/4" MDF.
7. PROVIDE P.T. 2x WOOD BLOCKING AT FLOOR, AT ALL BASE CABINETS.
8. PROVIDE ALL FILLER PANELS. MATCH TO ADJACENT CASEWORK FINISH.
9. FINISH ALL EXPOSED INTERIOR CASEWORK SURFACES WITH WHITE MELAMINE, INCLUDINGINTERIOR FACES OF DOORS AND DRAWERS, TOP AND BOTTOM FACES OF SHELVES, ANDALL SURFACES OF DRAWER BOXES AND ADJUSTABLE SHELVES. FINISH ALL EXPOSEDINTERIOR EDGES WITH WHITE MELAMINE EDGE BANDING.
10. PROVIDE PLASTIC LAMINATE TOE-KICK TO MATCH CASEWORK, TYP.
11. ALL FASTENERS EXPOSED TO VIEW SHALL BE BRIGHT STAINLESS FINISH (US32).
12. PROVIDE MEDIUM DUTY, FLUSH MOUNTED SHELF PILASTERS AND CLIPS, BRIGHT METAL(US2G) FINISH.
13. HINGES SHALL BE CONCEALED, FULL OVERLAY WITH 7/16" CUP DEPTH AND SOFT CLOSEFEATURE (BLUM 38C OR APPROVED EQUAL)
14. PROVIDE HEAVY DUTY, FULL-EXTENSION RUNNERS, BRIGHT METAL FINISH AT ALL FILEDRAWERS. PROVIDE MEDIUM DUTY CONCEALED RUNNERS WITH SOFT CLOSE FEATURE ATALL OTHER DRAWERS.
15. ALL DOOR AND DRAWER PULLS SHALL BE 4" WIRE PULLS, 1 1/4" PROJECTION. U32D FINISH
16. PROVIDE SURFACE-MOUNTED CABINET LOCKS AT ALL CASEWORK EXCEPT BREAK ROOM,CLEAN AND DIRTY STORAGE. PROVIDE LOCKS FOR BOTH DOORS AND DRAWERS.
17. PROVIDE GROMMETS AND CAPS AT ALL UNDER-COUNTER POWER/DATA OUTLETS ATRECEPTION, NURSE, MA STATION AND PRACTITIONER WORK SURFACES.
18. MOUNT OVER-COUNTER OUTLETS 45" TO CENTER ABOVE FLOOR.
19. SEAL SEAM BETWEEN COUNTERTOP AND WALL WITH CONTINUOUS BEAD OF LATEXSEALANT, MATCH COLOR TO ADJACENT COUNTER.
20. SEE ARCHITECTURAL DRAWINGS AND FINISH PLAN FOR MORE INFORMATION.
21. ALL EXPOSED CORNERS OF COUNTERTOPS TO HAVE TYP. R= 1 1/2",R= 2 1/2" EDGES UNLESS OTHERWISE NOTED. REFER TO SHEETID5.0 SERIES FOR CASEWORK INFORMATION.
22. FOR ALL CLEAN WORK AREAS, CASEWORK NEEDS TO HAVE A LOCKER TOP OR VALANCE TOPTO THE CEILING. REFER TO LOCKER TOP AND VALANCE TOP CASEWORK DETAIL.
CASEWORK NOTES:
DRAWER PULLS, TYP.
PLASTIC LAMINATE ON 3/4"MDF SUB COUNTER PERCASEWORK ELEVATIONS
P.LAM ON 3/4" MDF SUBSURFACE, TYP. PER CASEWORKELEVATIONS
2' - 0"
FILE
FILE
HO
LD
3/4
"
HO
LD
1/4
"
2' -
6"
PLASTIC LAMINATE ON 3/4" MDFSUBCOUNTER - PERCASEWORK ELEVATIONS
1' - 6"FRONT APRON - PLASTICLAMINATE ON 3/4" MDF SUBSURFACE. MATCH TO VERTICALFACE OF CASEWORK
CONCEALED COUNTER TOPSUPPORT
2"
2' -
10
"
1"
1/2" RECESSED SHELFSTANDARDS, TYP.
ADJUSTABLE SHELF,TYP. - WHITE MELAMINEFINISH ON 3/4" MDF
DOOR PULL, TYP.
P.LAM ON 3/4" MDF
2' -
0"
HO
LD
2' -
0"
DIVIDER
6"
SOLID SURFACECOUNTER ON 3/4" MARINEGRADE MDF W/ 24"INTEGRAL BACKSPLASH. -PER CASEWORKELEVATIONS
SPECIMEN REFRIGERATOR
BASE PER FLOORFINISH PLAN
2' - 1"
HO
LD
2' -
0"
2' -
10
"
1/2" RECESSED SHELFSTANDARDS, TYP.
ADJUSTABLE SHELF,TYP. - WHITEMELAMINE FINISH ON3/4" MDF
1"
2"
1"DOOR PULL, TYP.
P.LAM ON 3/4" MDFSUB SURFACE
2' -
0"
SOLID SURFACE COUNTERON 3/4" MARINE GRADEMDF W/ 24" INTEGRALBACKSPLASH. - PERCASEWORK ELEVATIONS
1/2" RECESSED SHELFSTANDARDS, TYP.
ADJUSTABLE SHELF,TYP. - WHITEMELAMINE FINISH ON3/4" MDF
1" 2"
1"DOOR PULL, TYP.
DOOR PULLS, TYP.
2' -
10
"
HO
LD
2' -
0"
2' -
0"
3"
2' - 1"
4"
P.LAM ON 3/4" MDF SUBSURFACE
P.LAM ON 3/4" MDF SUBSURFACE
HO
LD
3/4
"6
"
HO
LD
1/4
"
1/2" RECESSED SHELFSTANDARDS, TYP.
ADJUSTABLE SHELF, TYP. -WHITE MELAMINE FINISH
DOOR PULL, TYP.
DOOR PULLS, TYP.
SOLID SURFACE COUNTER ON3/4" MDF W/ 4" INTEGRALBACKSPLASH.
1/2" RECESSED SHELFSTANDARDS, TYP.
ADJUSTABLE SHELVES, TYP. -WHITE MELAMINE FINISH ON3/4" MDF
3"
2' - 1"
P.LAM ON 3/4" MDFPER CASEWORK ELEVATIONS
1' -
6"
2' -
6"
2' -
10
"
HO
LD
3/4
"
HO
LD
1/4
"
ID5.1
12Sim
TRASH RECEPTACLE-HIDDEN; N.I.C.
ATTACHED TOE KICK
PLASTIC LAMINATECOUNTER ON 3/4" MDFSUB COUNTER
TRASH GROMMET
LIGHT APRON
5/8" RECESSEDSHELF PILASTER
3" 3"
ADJUSTABLE SHELF-WHITE MELAMINE FINISHON 3/4" MDF
LED UNDER-CABINETTASK LIGHT
4"
TRASH OPENING
DOOR PULLS, TYPICAL
4"3"
2' - 1"
P.LAM ON 3/4" MDFSUB SURFACE
P.LAM ON 3/4" MDF
2' -
10
"2
' - 6
"1
' - 6
"
HO
LD
3/4
"
WORK SURFACE ON3/4" MDF
LIGHT APRON
FIXED SHELF; WHITE MELAMINEFINISH ON 3/4" MDF
LED UNDER-CABINETTASK LIGHT
GLOVE BOXCOMPARTMENT
2' -
6"
1' -
6"
1"
1' -
3 3
/4"
1' -
2 1
/4"
4"
4"
4"
2" OPENING, TYP.
1/8" HARDBOARDDIVIDER
OVERFLOW GLOVESTORAGE
PLASTICE LAMINATE OVER 3/4" MDFSUB SURFACE
5/8" RECESSEDSHELF PILASTER
1/2" T. DOOR- P.LAMOVER 1/2" MDF SUBSURFACE
FIXED SHELF
ADJUSTABLE SHELF, TYP.
ADJUSTABLE SHELF
DOOR PULLS
4"
3' -
0"
GWB CHASE SOFFIT7'-0" A.F.F.
3"
7' -
0"
DOOR PULLS, TYP.
SOLID SURFACE COUNTER ON3/4" MDF W/ 24" INTEGRALBACKSPLASH.
1/2" RECESSED SHELFSTANDARDS, TYP.
ADJUSTABLE SHELVES, TYP. -WHITE MELAMINE FINISH ON3/4" MDF
ADJUSTABLE SHELVES, TYP.- WHITE MELAMINE FINISHON 3/4" MDF
DOOR PULLS, TYP.
3"
2' - 1"
P.LAM ON 3/4" MDFPER CASEWORK ELEVATIONS
P.LAM ON 3/4" MDFPER CASEWORK ELEVATIONS
HO
LD
2' -
0"
2' -
2"
2' -
10
"
4"
HO
LD
3/4
"1
/4"
WORK SURFACE ON3/4" MDF
LIGHT APRON
FIXED SHELF WITH WHITE MELAMINE FINISH ON 3/4" MDF
LED UNDER-CABINETTASK LIGHT
GLOVE BOXCOMPARTMENT
2' -
6"
1' -
6"
1"
1' -
3 3
/4"
1' -
2 1
/4"
4 1
/2"
4 1
/2"
5 1
/4"
1"
2"
2"
0' - 1" R TYPICAL OPENING
1/8" HARDBOARDDIVIDER
3/4" T. DOOR- P.LAM ON 3/4"MDF SUB SURFACE
OVERFLOW GLOVESTORAGE
2' - 1"
PLASTIC LAMINATE OVER 3/4"MDF SUBCOUNTER - PERCASEWORK ELEVATIONS
2' - 0"
FRONT APRON - PLASTICLAMINATE ON 3/4" MDF. MATCHTO VERTICAL FACE OFCASEWORK
CONCEALED COUNTER TOPSUPPORT
2' -
10
"
DOOR PANEL; P.LAM ON 3/4" MDFSUB SURFACE
FILLER PANEL- ATTACHEDTO DOOR PANEL. ALIGNTO BOTTOM RAIL, ADJ.CABINET.
3" 'Z' CHANNEL
TOE KICK, HOLD 1/8" OFFFINISH FLOOR SURFACE
FINISH FLOOR
4"
3"
3"
PROJECT NO.:
PROJECT MGR.:
DRAWN BY:
CHECKED BY:
JACKSON | MAIN ARCHITECTURE P.S. © 2015
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAIN.COM
JACKSON | MAINA R C H I T E C T U R E
WA
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EN
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OR
PA
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ID5.1
CASEWORK DETAILS
TAB
TSB
15136.00
PU
YA
LLU
P C
LIN
IC
TSB
1" = 1'-0"11
PROVIDER AT FILE CABINET
DA
TE
N0.
DIS
CR
IPT
ION
04
/19
/16
1P
ER
MIT
SU
BM
ITT
AL
1" = 1'-0"1
MA WORK SURFACE 1" = 1'-0"
4UA CASEWORK AT REF.
1" = 1'-0"3
UA CASEWORK DETAIL AT SINK 1" = 1'-0"
7EXAM CASEWORK, TYP.
1" = 1'-0"6
EXAM ROOM CASEWORK AT TRASH 1" = 1'-0"
8GLOVE BOX CABINET
1" = 1'-0"5
SUPPLY CABINET A 1" = 1'-0"
10PROCEDURE CASEWORK, TYP.
1" = 1'-0"9
GLOVE BOX CABINET, TYP.
1" = 1'-0"2
MA STATION STANDING HEIGHT 3" = 1'-0"
12ATTACHED TOE KICK
1/2" RECESSED SHELFSTANDARDS, TYP.
ADJUSTABLE SHELF,TYP. - WHITE MELAMINEFINISH ON 3/4" MDF
1" 2"
1"DOOR PULL, TYP.
2' -
6"
SLOPED-LOCKER TOP CASEWORKCAP- FINISH TO MATCH ADJ.CABINET
P.LAM ON 3/4" MDF SUBSURFACE
8"
LIGHT APRON
5/8" RECESSEDSHELF PILASTER
3" 3"
ADJUSTABLE SHELF; WHITEMELAMINE FINISH ON 3/4" MDF
VALANCE-TOP, CABINETTOP TO CEILING MUST BELESS THAN 2'-0" -CASEWORK CAP- FINISHTO MATCH ADJ. CABINET
LED UNDER-CABINETTASK LIGHT
P.LAM ON 3/4" MDF SUB SURFACE
1' -
10
"2
' - 6
"
1. ALL CABINETRY SHALL CONFORM TO AWI STANDARDS FOR CUSTOM GRADE.
2. CABINETS SHALL BE FULL OVERLAY STYLE. UNDERSIDE OF CABINETS SHALL MATCHCABINET FRONTS.
3. PROVIDE REQUIRED BLOCKING. INSTALL IN ACCORDANCE WITH AWI CUSTOM GRADESTANDARDS.
4. PROVIDE 20 GA. STEEL STRAP @ STUDS 24" O.C. HORIZONTALLY BEHIND CASEWORK.
5. ALL CASEWORK SHALL BE 3/4" FURNITURE GRADE PLYWOOD CONSTRUCTION, UNO.
6. ALL SUB-COUNTERS SHALL BE 3/4" MARINE GRADE PLYWOOD. ALL PLASTIC LAMINATECOUNTER SUBSTRATE SHALL BE 3/4" MDF.
7. PROVIDE P.T. 2x WOOD BLOCKING AT FLOOR, AT ALL BASE CABINETS.
8. PROVIDE ALL FILLER PANELS. MATCH TO ADJACENT CASEWORK FINISH.
9. FINISH ALL EXPOSED INTERIOR CASEWORK SURFACES WITH WHITE MELAMINE, INCLUDINGINTERIOR FACES OF DOORS AND DRAWERS, TOP AND BOTTOM FACES OF SHELVES, ANDALL SURFACES OF DRAWER BOXES AND ADJUSTABLE SHELVES. FINISH ALL EXPOSEDINTERIOR EDGES WITH WHITE MELAMINE EDGE BANDING.
10. PROVIDE PLASTIC LAMINATE TOE-KICK TO MATCH CASEWORK, TYP.
11. ALL FASTENERS EXPOSED TO VIEW SHALL BE BRIGHT STAINLESS FINISH (US32).
12. PROVIDE MEDIUM DUTY, FLUSH MOUNTED SHELF PILASTERS AND CLIPS, BRIGHT METAL(US2G) FINISH.
13. HINGES SHALL BE CONCEALED, FULL OVERLAY WITH 7/16" CUP DEPTH AND SOFT CLOSEFEATURE (BLUM 38C OR APPROVED EQUAL)
14. PROVIDE HEAVY DUTY, FULL-EXTENSION RUNNERS, BRIGHT METAL FINISH AT ALL FILEDRAWERS. PROVIDE MEDIUM DUTY CONCEALED RUNNERS WITH SOFT CLOSE FEATURE ATALL OTHER DRAWERS.
15. ALL DOOR AND DRAWER PULLS SHALL BE 4" WIRE PULLS, 1 1/4" PROJECTION. U32D FINISH
16. PROVIDE SURFACE-MOUNTED CABINET LOCKS AT ALL CASEWORK EXCEPT BREAK ROOM,CLEAN AND DIRTY STORAGE. PROVIDE LOCKS FOR BOTH DOORS AND DRAWERS.
17. PROVIDE GROMMETS AND CAPS AT ALL UNDER-COUNTER POWER/DATA OUTLETS ATRECEPTION, NURSE, MA STATION AND PRACTITIONER WORK SURFACES.
18. MOUNT OVER-COUNTER OUTLETS 45" TO CENTER ABOVE FLOOR.
19. SEAL SEAM BETWEEN COUNTERTOP AND WALL WITH CONTINUOUS BEAD OF LATEXSEALANT, MATCH COLOR TO ADJACENT COUNTER.
20. SEE ARCHITECTURAL DRAWINGS AND FINISH PLAN FOR MORE INFORMATION.
21. ALL EXPOSED CORNERS OF COUNTERTOPS TO HAVE TYP. R= 1 1/2",R= 2 1/2" EDGES UNLESS OTHERWISE NOTED. REFER TO SHEETID5.0 SERIES FOR CASEWORK INFORMATION.
22. FOR ALL CLEAN WORK AREAS, CASEWORK NEEDS TO HAVE A LOCKER TOP OR VALANCE TOPTO THE CEILING. REFER TO LOCKER TOP AND VALANCE TOP CASEWORK DETAIL.
CASEWORK NOTES:
DOOR PULLS, TYP.
SOLID SURFACE COUNTER ON3/4" MDF W/ 4" INTEGRALBACKSPLASH.
1/2" RECESSED SHELFSTANDARDS, TYP.
ADJUSTABLE SHELVES, TYP. -WHITE MELAMINE FINISH ON3/4" MDF
1/2" RECESSED SHELFSTANDARDS, TYP.
ADJUSTABLE SHELVES, TYP.- WHITE MELAMINE FINISHON 3/4" MDF
DOOR PULLS, TYP.
2' -
10
"
HO
LD
2' -
0"
2' -
6"
4"
3"
2' - 1"
P.LAM ON 3/4" MDF SUB SURFACEPER CASEWORK ELEVATIONS
P.LAM ON 3/4" MDF SUB SURFACEPER CASEWORK ELEVATIONS
PROJECT NO.:
PROJECT MGR.:
DRAWN BY:
CHECKED BY:
JACKSON | MAIN ARCHITECTURE P.S. © 2015
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAIN.COM
JACKSON | MAINA R C H I T E C T U R E
WA
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EN
TE
R F
OR
PA
IN M
GM
T.
1408 3
RD
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ET
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P, W
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5/1
3/2
01
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ID5.2
CASEWORK DETAILS
TAB
TSB
15136.00
PU
YA
LLU
P C
LIN
IC
TSB
DA
TE
N0.
DE
SC
RIP
TIO
N
1" = 1'-0"1
LOCKER TOP DETAIL
1" = 1'-0"2
VALANCE TOP DETAIL
1" = 1'-0"3
TYPICAL CASEWORK WITH 2'-0" SPACING
5/8" GWB OVER MTL STUDS PAINTPER BLDG STD.
XDNI POWER DRIVEN HILTIFASTENER 24" O.C. EMBED 1-1/2"
6" RUBBER BASE PER BLDG. STDCOLOR AS SELECTED BY OWNER
FINISH PER SCHEDULE
PREFABRICATED BASE, FABRICATEDWITH RESILIENT SEAMLESS FLOORINGBASE BY FLASHCOVE PREFABRICATED
BASES INC. 1-800-334-5147. REFER TOFINISH SCHEDULE FOR LOCATIONS.
CONTINUOUS PUNCTURE-RESISTANTALUMINUM REINFORCING BONDED TO
THE BACK OF THE BASE.
SEAM WELD ALL JOINTS AS PERMANUFACTURER'S RECOMMENDATIONS.
RESILIENT SEAMLESS FLOORING
CONTINUOUS STAINLESS STEEL"CHIKLET" COVE CAP BY FLASHCOVE
PREFABRICATED BASES INC.
WALL FINISH AS SPECIFIED
OR AS SPECIFIED
3"
OR
AS
SP
EC
IFIE
D
4"
VINYL
ALUMINUM RENO-USCHLUTER TRANSITION
WALK OFF CARPET TILE
SHEET VINYL
LAYER (3) STRIPS OF SHEETVINYL UNDER TRANSITION AREA
WALK OFF CARPET TILE
SUBSTRATE
NOTE: CONTACT ROBERTA DILLON 206.714.4443 FOR TRANSITION OPTIONS
SUBSTRATE
UNCOUPLING MEMBRANE
TILE OR STONE
THIN SET MORTAR
1' -
2"
WALL PER FINISHSCHEDULE
1/2" J-TRIM
MIRROR
WALL TILE PERFINISH SCHEDULE
1/8" FRP PANEL
ADHESIVE
GWB
SUBWALL
1/8" CAULK JOINT, ALIGNJOINTS TO STUDS
PROJECT NO.:
PROJECT MGR.:
DRAWN BY:
CHECKED BY:
JACKSON | MAIN ARCHITECTURE P.S. © 2015
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAIN.COM
JACKSON | MAINA R C H I T E C T U R E
WA
. C
EN
TE
R F
OR
PA
IN M
GM
T.
1408 3
RD
ST
RE
ET
SE
PU
YA
LLU
P, W
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ON
5/1
3/2
01
6 1
:02
:29
PM
C:\U
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-PU
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ID5.3
INTERIOR DETAILS
TAB
TSB
15136.00
PU
YA
LLU
P C
LIN
IC
TSB
DA
TE
N0.
DE
SC
RIP
TIO
N
04
/19
/16
1P
ER
MIT
SU
BM
ITT
AL
3" = 1'-0"1
WALL BASE DETAIL
3" = 1'-0"2
FLASH COVE BASE DETAIL
3" = 1'-0"3
CARPET TILE TO VINYL TRANSITION, ALT.
3" = 1'-0"4
CARPET TILE TO VINYL TRANSITION
6" = 1'-0"5
UNCOUPLING MEMBRANE FOR TILE FLOOR
3" = 1'-0"6
WC FRAMELESS MIRROR WALL ATTACHMENT
3" = 1'-0"7
FRP CAULK JOINT DETAIL
RB.01
SV.01
SV.02
FT.01
FB.01
SCB.01
SCB.02
WM.01
GT.01
LVT.01 LUXURY VINYL TILE FLOORINGMANUFACTURER: BOLYUCOLLECTION: SCRATCHED CONCRETE BLVCSCOLOR: 002 SCRATCHED CONCRETEREP CONTACT: BRIAN SPITZER 206-930-9673
CPT.01 CARPET TILEMANUFACTURER: SHAWCOLLECTION: 59587 THE ECCENTRIC TILECOLOR: 67314 STELLADIMENSIONS: 24" X 24" TILEREP CONTACT: SUSAN MAXWELL 206.271.5250
RUBBER BASEMANUFACTURER: JOHNSONITECOLOR: 195 ASHPRODUCT: 6" TOPSET COVE BASEREP CONTACT: T&A SUPPLY - NORA VIVARELLI
SHEET VINYL FLOORINGMANUFACTURER: MANNINGTONPRODUCT: REALITIES - MAPLE GROVECOLOR: 5623 TEAKREP CONTACT: ROBERTA DILLON 206.714.4443
SHEET VINYL FLOORINGMANUFACTURER: MANNINGTONPRODUCT: BIOSPEC MDCOLOR: 15201 OYSTER WHITEREP CONTACT: ROBERTA DILLON 206.714.4443
PORCELAIN FLOOR TILEMANUFACTURER: PENTALCOLLECTION: TRACKSCOLOR: SMOKEDIMENSIONS: 12" X 24"REP CONTACT: KAROL HAUCH 206.255.7181NOTE: 1/3 RUNNING BOND PATTERN
FLASH COVE BASEMANUFACTURER: TBDCOLOR: ALUMINUM FINISHPRODUCT: FLASH COVE
ACCESSORY WALL BASEMANUFACTURER: SCHLUTERCOLOR: ANODIZED ALUMINUMPRODUCT: DILEX-AHK COVE BASE - TILE TO TILE
ACCESSORY WALL BASEMANUFACTURER: SCHLUTERCOLOR: ANODIZED ALUMINUMPRODUCT: DILEX-AHKA COVE BASE -
PAINT/ COVERING TO TILE
SCB .03 ACCESSORY WALL BASEMANUFACTURER: SCHLUTERCOLOR: ANODIZED ALUMINUMPRODUCT: RENO-U
TRANSITION - TILE TO VINYL
SCB.04 ACCESSORY WALL BASEMANUFACTURER: SCHLUTERCOLOR: ANODIZED ALUMINUMPRODUCT: RENO-U
TRANSITION - CARPET TO VINYLNOTE: CONTACT ROBERTA DILLON 206.714.4443 FOR TRANSITION OPTIONS
WALK-OFF CARPET TILEMANUFACTURER: MOHAWKCOLLECTION: STEP UP IICOLOR: 989 OBSIDIANDIMENSIONS: 24" X 24" TILEREP CONTACT: JULIA GUTT 206.409.3491
SCB.05 WELDED FLOOR TRANSITIONTRANSITION - VINYL TO VINYL
GROUTMANUFACTURER: LATICRETEPRODUCT: SPECTRALOCK EPOXY GROUTCOLOR: 34 SANDSTONEJOINT SIZE: 1/16"NOTE: USE AT LOCATIONS OF FT.01
RR.01 RESILIENT RUBBER FLOORING - STAIRCASEMANUFACTURER: NORACOLLECTION: HAMMEREDCOLOR: 0749 STONE GRAYDIMENSIONS: PER PLAN / STAIR RISER & TREADREP CONTACT: JIM MCGINNISNOTE: USE ON LOBBY STAIR TREADS; ALL FLOORS;USE NORA TREAD ACCESSORY T5044 A/C IN DUSTGREY 0884 @ NOSING & POST TRIM
CG CORNER GUARDMANUFACTURER: CONSTRUCTION SPECIALTIESPRODUCT: ACROVYN 4000COLOR: 934 PEARLREP CONTACT: DEVON ZELLER 206.718.7166 - RTB COMPANY
P.01 INTERIOR PAINTMANUFACTURER: SHERWIN WILLIAMSCOLOR: 7012 CREAMYPRODUCT: PROMAR 200 ZERO VOCTYPE: INTERIOR LATEXSHEEN: EGGSHELLPRIMER: PROMAR 200
ZERO VOC INTERIOR LATEX
INTERIOR PAINTMANUFACTURER: SHERWIN WILLIAMSCOLOR: 7029 AGREEABLE GRAYPRODUCT: PROMAR 200 ZERO VOCTYPE: INTERIOR LATEXSHEEN: EGGSHELLPRIMER: PROMAR 200
ZERO VOC INTERIOR LATEX
INTERIOR PAINTMANUFACTURER: SHERWIN WILLIAMSCOLOR: 6212 QUIETUDEPRODUCT: PROMAR 200 ZERO VOCTYPE: INTERIOR LATEXSHEEN: EGGSHELLPRIMER: PROMAR 200
ZERO VOC INTERIOR LATEX
INTERIOR PAINTMANUFACTURER: SHERWIN WILLIAMSCOLOR: 7006 EXTRA WHITEPRODUCT: PROMAR 200 ZERO VOCTYPE: INTERIOR LATEXSHEEN: EGGSHELLPRIMER: PROMAR 200
ZERO VOC INTERIOR LATEX
INTERIOR PAINTMANUFACTURER: SHERWIN WILLIAMSCOLOR: 6136 HARMONIC TANPRODUCT: PROMAR 200 ZERO VOCTYPE: INTERIOR LATEXSHEEN: EGGSHELLPRIMER: PROMAR 200
ZERO VOC INTERIOR LATEX
INTERIOR PAINTMANUFACTURER: SHERWIN WILLIAMSCOLOR: 7034 STATUS BRONZEPRODUCT: PROMAR 200 ZERO VOCTYPE: INTERIOR LATEXSHEEN: EGGSHELLPRIMER: PROMAR 200
ZERO VOC INTERIOR LATEX
FRP.01 FIBER REINFORCED PANELMANUFACTURER: MARLITEFINISH: PEBBLE TEXTURECOLOR: P151REP CONTACT: GRAND+BENEDICTS
FRP.02 FIBER REINFORCED PANELMANUFACTURER: MARLITEFINISH: SMOOTH TEXTURECOLOR:S100S/2/S WHITEREP CONTACT: GRAND+BENEDICTSNOTE: CAULK ALL JOINTS; NO SPLINE JOINTS
WF.01 WALL FINISH - ACROVYN WALL PANELMANUFACTURER: CONSTRUCTION SPECIALTIESPRODUCT: ACROVYN 4000COLOR: 848 ASPENREP CONTACT: DEVON ZELLER 206.718.7166 - RTB COMPANY
P.02
P.03
P.04
P.05
P.06
WT.01 WALL TILE- CERAMICMANUFACTURER: DALTILEPRODUCT: MODERN DIMENSIONSCOLOR: 0709 ARCHITECTURAL GRAY- MATTEREP CONTACT: SIDNEY CRUCE 206.920.1554NOTE: CUT TILE 6" FOR BASE SHOWN ON ID4.8
WT.02 WALL TILE- ACCENTMANUFACTURER: PENTALPRODUCT: GLASS TILECOLOR: BAMBOO SNOWREP CONTACT: KAROL HAUCH 206.255.7181
GT.02 GROUTMANUFACTURER: LATICRETEPRODUCT: SPECTRALOCK EPOXY GROUTCOLOR: 9O LIGHT PEWTERJOINT SIZE: 1/16"NOTE: USE AT LOCATIONS OF WT.01 AND WT.02
PL.01 PLASTIC LAMINATELOCATION: ALL VERTICAL CASEWORK THROUGHOUT U.N.O.MANUFACTURER: FORMICAFINISH: MATTECOLOR: 9257-58 GLOW MAPLEREP CONTACT: ANGELA WINGERT 206.387.2411
PL.02
PL.03
PL.04
SS.01
SS.02
PLASTIC LAMINATELOCATION: COUNTERTOPS AT ALL DRY AREASMANUFACTURER: FORMICAFINISH: MATTECOLOR: 6920-58 MINERAL SPAREP CONTACT: ANGELA WINGERT 206.387.2411
PLASTIC LAMINATELOCATION: ACCENTS AT RECEPTION DESKSMANUFACTURER: FORMICAFINISH: DECO METALCOLOR: 2125 NATURAL MATTE ALUMINUMREP CONTACT: ANGELA WINGERT 206.387.2411
PLASTIC LAMINATELOCATION: LOCKER ROOMS; ALL VERTICAL SURFACESIN PROCEDURE ROOMSMANUFACTURER: FORMICAFINISH: MATTECOLOR: 5349-58 FOSSILREP CONTACT: ANGELA WINGERT 206.387.2411
QUARTZ SOLID SURFACELOCATION: THROUGHOUTMANUFACTURER: BASIXFINISH: QUARTZ- BUILDER SERIESCOLOR: TWILIGHTREP CONTACT: ROBBIE NOVAK W/CRONIN COMPANY 503.334.6867
SOLID SURFACELOCATION: THROUGHOUTMANUFACTURER: WILSONARTFINISH: SATINCOLOR: 1573SL FROSTY WHITEREP CONTACT: KIRSTEN SOLLY 425.652.1300
QS.01 NATURAL STONE SURFACELOCATION: TRANSACTION PLATE AT RECEPTIONMANUFACTURER: OREGON TILE & MARBLEFINISH: VEIN-CUT 3 CMCOLOR: ST. PIERRE LIMESTONEREP CONTACT: KELLI PATCH 206.812.4011
FINISH LEGEND:
CR.01 CHAIR RAIL-LOUNGEMANUFACTURER: CONSTRUCTION SPECIALTIESPRODUCT: BG-10NCOLOR: 410 BRUSHED SILVERREP CONTACT: DEVON ZELLER 206.718.7166 - RTB COMPANY
CR.02 CRASH RAIL- HALLWAYSMANUFACTURER: CONSTRUCTION SPECIALTIESPRODUCT: HRB-35N ROUND HAND/CHAIR RAILCOLOR: 375 AUTUMN MAPLEREP CONTACT: DEVON ZELLER 206.718.7166 - RTB COMPANY
WF.02 WALL FINISH - ACROVYN WALL PANELMANUFACTURER: CONSTRUCTION SPECIALTIESPRODUCT: ACROVYN CHAMELEONCOLOR: 372 CLASSIC MAPLEREP CONTACT: DEVON ZELLER 206.718.7166 - RTB COMPANYNOTE: ALUMINUM SPLINE JOINT
ACT.01 ACOUSTICAL CEILING TILELOCATION: NON CLEAN WORK AREASMANUFACTURER: ARMSTRONGFINISH: 2x2 LAY-IN ACOUSTICAL CEILING SYSTEMCOLOR: P.04 WHITEREP CONTACT: DEAN ENGLE 717.396.5980
ACT.02 ACOUSTICAL CEILING TILELOCATION: CLEAN WORK AREASMANUFACTURER: ARMSTRONGFINISH: 2x2 LAY-IN VINYL ROCK CEILING PANELSCOLOR: P.04 WHITEREP CONTACT: DEAN ENGLE 717.396.5980
PROJECT NO.:
PROJECT MGR.:
DRAWN BY:
CHECKED BY:
JACKSON | MAIN ARCHITECTURE P.S. © 2015
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAIN.COM
JACKSON | MAINA R C H I T E C T U R E
WA
. C
EN
TE
R F
OR
PA
IN M
GM
T.
1408 3
RD
ST
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ET
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PU
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P, W
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ON
5/1
3/2
01
6 1
:02
:29
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ID6.0
ROOM FINISHSCHEDULE
TAB
TSB
15136.00
PU
YA
LLU
P C
LIN
IC
TSB
ROOM FINISH SCHEDULE
NO. ROOM NAME
FLOOR BASE WALL(S) CEILING
CommentsFlo
or
Fin
ish
1
Flo
or
Fin
ish
2
Ba
se
Fin
ish
1
Ba
se
Fin
ish
2
NORTH EAST SOUTH WEST
Ce
ilin
g -
Fin
ish
1
Ce
ilin
g -
Fin
ish
2
Ce
ilin
g H
eig
ht A
.F.F
.
Fin
ish
1
Fin
ish
2
Fin
ish
1
Fin
ish
2
Fin
ish
1
Fin
ish
2
Fin
ish
1
Fin
ish
2
100 ENTRY LVT.01 WM.01 RB.01 - P.01 - P.01 - P.01 - P.01 - EXIST - EXIST
101 PUBLIC WC FT.01 - WT.01 - WT.01 / WT.02 P.01 WT.01/WT.02 P.01 WT.01 / WT.02 P.01 WT.01 / WT.02 P.01 GCB - EXIST SEE RESTROOM ELEVATIONS (SHEET ID4.6) FOR TILE PATTERNS / SEE WALL FINISH PLAN (SHEET ID4.1) FOR WT.01 / WT.02 SPEC.
102 WAITING SV.01 - RB.01 - P.03 - P.03 - P.03 P.02 P.02 - 2x2 ACT.01 - EXIST CR.03
103 RECEPTION SV.01 - RB.01 - P.03 - P.02 - P.02 - P.02 - 2x2 ACT.01 GCB EXIST SEE REFLECTED CEILING PLAN (SHEET A1.3); SEE WALL FINISH PLAN (SHEET ID4.1)
104 PATIENT WC FT.01 - WT.01 - WT.01 / WT.02 P.01 WT.01/WT.02 P.01 WT.01 / WT.02 P.01 WT.01 / WT.02 P.01 GCB - EXIST
105 RECEIVING STORAGE SV.01 - RB.01 - P.04 - P.04 - P.04 - P.04 - 2x2 ACT.01 - EXIST
106 UA SV.01 - RB.01 - FRP.01 P.01 - - P.01 - P.01 - 2x2 ACT.01 - EXIST
108 MA STATION SV.01 - RB.01 - P.01 - P.01 - P.01 - P.01 - 2x2 ACT.01 - EXIST
109 HALLWAY SV.01 - RB.01 - CR.02 P.02 P.02 - P.02 - P.02 - 2x2 ACT.01 - EXIST CR.02 AT 3'-0" A.F.F.
110 EXAM SV.01 - RB.01 - P.01 - WF.01 P.01 WF.01 P.01 P.01 - 2x2 ACT.01 - EXIST
111 EXAM SV.01 - RB.01 - P.01 - P.01 - WF.01 P.01 WF.01 P.01 2x2 ACT.01 - EXIST
112 EXAM SV.01 - RB.01 - P.01 - P.01 - WF.01 P.01 WF.01 P.01 2x2 ACT.01 - EXIST WF.01 PER ELEVATIONS - SEE WALL FINISH PLAN (SHEET ID4.1) FOR SPECIFICATIONS
113 EXAM SV.01 - RB.01 - P.01 - WF.01 P.01 WF.01 P.01 P.01 - 2x2 ACT.01 - EXIST WF.01 PER ELEVATIONS - SEE WALL FINISH PLAN (SHEET ID4.1) FOR SPECIFICATIONS
114 EXAM SV.01 - RB.01 - P.01 - WF.01 P.01 WF.01 P.01 P.01 - 2x2 ACT.01 - EXIST
115 LOUNGE SV.01 - RB.01 - P.02 - WF.02/ CR.01 P.02 WF.02/ CR.01 P.05 WF.02/ CR.01 P.02 2x2 ACT.01 - EXIST WF.02 3'-0" A.F.F. AND CR.01 ( SEE INTERIOR ELEVATIONS)
116 STAFF WC SV.02 - FB.01 - FRP.01 P.01 FRP.01 P.01 FRP.01 P.01 FRP.01 P.01 GCB - EXIST
117 STORAGE SV.02 - FB.01 - P.04 - P.04 - P.04 - P.04 - 2x2 ACT.01 - EXIST
118 IT SV.01 - RB.01 - P.04 - P.04 - P.04 - P.04 - 2x2 ACT.01 - EXIST
119 PROCEDURE SV.02 - FB.01 - P.04 - FRP.02 P.04 FRP.02 P.04 FRP.02 P.04 2x2 ACT.02 - EXIST
120 JAN. SV.02 - FB.01 - FRP.01 P.04 FRP.01 P.04 FRP.01 P.04 P.04 - 2x2 ACT.02 - EXIST
121 SCRUB SV.02 WM.01 FB.01 - P.02 - FRP.02 P.02 FRP.02 P.02 P.02 - 2x2 ACT.02 - EXIST
122 EXAM SV.01 - RB.01 - WF.01 P.01 P.01 - P.01 - WF.01 P.01 2x2 ACT.01 - EXIST
123 CONSULT SV.01 - RB.01 - P.05 - P.05 - P.05 - P.05 - 2x2 ACT.01 - EXIST
124 PROVIDER SV.01 - RB.01 - P.03 - P.05 - P.05 - P.05 - 2x2 ACT.01 - EXIST
125 BACK HALLWAY SV.02 WM.01 FB.01 - FRP.02 P.02 FRP.02 P.01 - - FRP.02 P.02 2x2 ACT.01 - EXIST SEE WALL FINISH PLAN (SHEET ID4.1)
130 STORAGE EXIST. - EXIST. - EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST - EXIST NO WORK
133 ELEV. / MECH. EXIST. - EXIST. - EXIST. - EXIST. - EXIST. - EXIST. - EXIST - EXIST NO WORK
134 ENTRY NO WORK
DA
TE
N0.
DIS
CR
IPT
ION
04
/19
/16
1P
ER
MIT
SU
BM
ITT
AL
