triad 12th avenue - pavilion construction 12th aveneu apts... · fire resistance treated feet...

LC

LC

SD

ABBREVIATIONSA/CABVADDLADJAFFALTAPPROXAPTARCHAWN

AIR CONDITIONINGABOVEADDITIONALADJUSTABLEABOVE FINISHED FLOORALTERNATEAPPROXIMATE(LY)APARTMENTARCHITECT(URAL)AWNING

BABDBFBLDGBLKGBMBOBSMTBTW

BATHBEDROOMBARRIER FREEBUILDINGBLOCKINGBEAMBOTTOM OFBASEMENTBETWEEN

CABCBCIPCLCLCLGCLRCMUCOLCONCCONSTRCONTCOORDCORRCPTCSMT

CABINETCATCH BASINCAST IN PLACECENTERLINECLOSETCEILINGCLEARCONCRETE MASONRY UNITCOLUMNCONCRETECONSTRUCTIONCONTINUOUSCOORDINATECORRIDORCARPETCASEMENT

DEMODIADNDRDSDTLD/WDWG

DEMOLISHDIAMETERDOWNDOORDOWNSPOUTDETAILDISHWASHERDRAWING

(E)EEAEIFS

ELELEVENCLEJEOEQEXHEXT

EXISTINGEASTEACHEXTERIOR INSULATION + FINISH SYSTEMELEVATIONELEVATOR, ELEVATIONENCLOSUREEXPANSION JOINTEDGE OFEQUALEXHAUSTEXTERIOR

FDFDNFEFFFINFLRFOFPLFRTFTFTGFURN

FLOOR DRAINFOUNDATIONFIRE EXTINGUISHERFINISHED FLOORFINISHEDFLOORFACE OFFIREPLACEFIRE RESISTANCE TREATEDFEETFOOTINGFURNITURE, FURNACE

GAGALVGCGLGSFGWB

GAUGEGALVANIZEDGENERAL CONTRACTORGLASSGROSS SQUARE FEETGYPSUM WALLBOARD

HHBHDRHDWDHGTHORHRHVAC

HIGHHOSE BIBHEADERHARDWOODHEIGHTHORIZONTALHOURHEATING, VENTILATION,AND AIR CONDITIONING

IDININCLINSINSULINT

INSIDE DIAMETERINCHINCLUDED. INCLUDINGINSULATIONINSULATIONINTERIOR

LLAMLAVLBLRG

LONG, LEFTLAMINATEDLAVATORYPOUNDLARGE

MATLMAXMECHMEDMEZZMFGMFGRMINMISC

MATERIALMAXIMUMMECHANICALMEDIUMMEZZANINEMANUFACTURERMANUFACTURERMINIMUMMISCELLANEOUS

(N)NN/ANICNONSFNTS

NEWNORTHNOT APPLICABLENOT IN CONTRACTNUMBERNET SQUARE FEETNOT TO SCALE

OCOCCODOFFOPPOVHD

ON CENTEROCCUPANCYOUTSIDE DIAMETEROFFICEOPPOSITEOVERHEAD

PERFPERIMPERMPLPLAMPLYWDPRPRELIMPKGPROJPROPPSIPT

PERFORATEDPERIMETERPERMEABLE, PERMANENTPROPERTY LINEPLASTIC LAMINATEPLYWOODPAIRPRELIMINARYPARKING, PACKAGEPROJECTPROPERTYPOUNDS/SQUARE INCHPRESSURE TREATED,POST TENSIONED

RR/ARADRCRCPRDREFREQREVRMRO

RISERRETURN AIRRADIUSRESILIENT CHANNELREFLECTED CEILING PLANROOF DRAINREFRIGERATORREQUIREDREVERSE, REVISIONROOMROUGH OPENING

SS/ASFSHTSIMSMSPSPECSPKLRSQSSSTLSTCSTORSTRUCT

SOUTHSUPPLY AIRSQUARE FEETSHEETSIMILARSMALLSTANDPIPESPECIFICATIONSPRINKLERSQUARESANITARY SEWER, STAINLESS STEELSTEELSOUND TRANSMISSION COEFFICIENTSTORAGESTRUCTURE, STRUCTURAL

TTBDTELTEMPTGT&GTHTOTOTYP

TREADTO BE DETERMINEDTELEPHONETEMPORARYTEMPERED GLAZINGTONGUE & GROOVETHICK(NESS)TOTALTOP OFTYPICAL

UNOUTIL

UNLESS NOTED OTHERWISEUTILITY

VCTVERTVIFVIN

VINYL COMPOSITION TILEVERTICALVERIFY IN FIELDVINYL

WW/W/DW/OWCWDWHWIN

WEST, WIDEWITHWASHER/DRYERWITHOUTWATER CLOSETWOODWATER HEATERWINDOW

LEVEL

LEVEL 7

LEVEL 6

LEVEL 5

LEVEL 4

LEVEL 3

LEVEL 2

LEVEL 1

ROOF

TOTAL

F.A.R.

FLOOR AREA RATIO MATRIX*THIS TABLE IS BASED ON THE SMC 23.84A.012DEFINITION OF GROSS FLOOR AREA.

32,827 SF

4,714 SF

4,622 SF

4,237 SF

398 SF

*SEE SHEET A0.2 FOR FAR CALCULATIONS

4,714 SF

4,714 SF

4,714 SF

4,714 SF

SYMBOLS

SECTION OR DETAILREFERENCE

ELEVATION REFERENCE

DETAIL REFERENCE

SPOT ELEVATION

DATUM

CUT MARK

CENTERLINE

REVISION CLOUD ANDTAG

NORTH ARROW

NORTH

RAMP ARROW WITHPERCENT SLOPE

DECK OR ROOF SLOPE

WALL/FLOORASSEMBLY TYPETAG

ROOF PITCHRISE:RUN

OR

WINDOW TAG

DOOR TAG

SMOKE ALARM

FIRE EXTINGUISHER

BARRIER FREE SYMBOL

GARAGE DRAIN

OR DECK OR ROOF DRAIN

ROOF DRAIN WITHOVERFLOW DRAIN

EXHAUST FAN

FAN TERMINATION

DOOR THRESHOLDHEIGHT

FLOORING TRANSITION

EXIT LIGHTING

EXIT SIGN

HOSE BIBH.B.

TC TRASH CHUTE

SOFFIT ABOVE, OF DUCTS ABOVE

GRID LINE

WATER HEATERW/ OVERFLOW PAN

WH

1A1.0

1A1.0

1A1.0

1A1.0

ELEV. 111'-0"T.O. PARAPET

FLOOR LEVELELEV. 111'-0"

1

2

A1

A

2

1/2"

2%

2:12

126

DRAWING TITLEDRAWING SCALE

CARPETVINYL

RAMP UP5%

2A-FE

WHOLE HOUSE FANWHF

EXIT

GRAB BAR BLOCKING SCUPPER

CLOTHES ROD + SHELF

OWNER:TRIAD CAPITAL PARTNERS2801 ALASKAN WAY, STE 107SEATTLE, WA 98121CONTACT: BRETT ALLEN(P) 206.374.0414(F) 206.374.0415(E) [email protected]

ARCHITECT/APPLICANT:NICHOLSON KOVALCHICK ARCHITECTS4302 SW ALASKA STREET, SUITE #200SEATTLE, WA 98116CONTACT: MICHAEL GODFRIED(P) 206.933.1150(F) 206.933.1154(E) [email protected]

GEOTECHNICAL ENGINEER:GEOTECH CONSULTANTS, INC.13256 NE 20TH ST, STE 16BELLEVUE, WA 98005CONTACT: JAMES STRANGE(P) 425.747.5618(E) [email protected]

SURVEYOR:PACE ENGINEERS, INC.11255 KIRKLAND WAY, STE 300SEATTLE, WA 98033CONTACT: BILL HAWKINS(P) 425.827.2014(F) 425.827.5043(E) [email protected]

LANDSCAPE ARCHITECT:KAREN KIEST LANDSCAPE ARCHITECTS111 W JOHN ST, STE 305SEATTLE, WA 98119CONTACT: KAREN KIEST(P) 206.323.6032(E) [email protected]

SHORING ENGINEER:CT ENGINEERING, INC.180 NICKERSON STREET, STE 302SEATTLE, WA 98109CONTACT: CRAIG ROBERTS(P) 206.285.4512(F) 206.285.0618(E) [email protected]

STRUCTURAL ENGINEER:DCI ENGINEERS818 STEWART ST, STE 1000SEATTLE, WA 98101CONTACT: CRAIG STAINER(P) 206.332.1900(E) [email protected]

CIVIL ENGINEER:PACE ENGINEERING11255 KIRKLAND WAY, STE 300KIRKLAND, WA 98033CONTACT: JOHN WEED(P) 425.827.2014(E) [email protected]

ELECTRICAL ENGINEER:ADVANCED ELECTRICAL SERVICES, INC.192 NICKERSON STREET, SUITE 306SEATTLE, WA 98109CONTACT: BUD REICHARD(P) 206.282.6364(E) [email protected]

ENERGY CONSULTANT:360 ANALYTICS12354 16TH AVENUE NESEATTLE, WA 98125CONTACT: DAVID REDDY(P) 206.420.7918(E) [email protected]

MECHANICAL/PLUMBING ENGINEER:HV ENGINEERING, INC.7100 LINDEN AVENUE N, SUITE #1SEATTLE, WA 98103CONTACT: BRIAN ROETCISOENDER(P) 206.706.9669(E) [email protected]

INTERIOR DESIGN CONSULTANT:VIDA DESIGN107 SE WASHINGTON ST., SUITE 248PORTLAND, OR 97214CONTACT: RACHEL SOWIEJA(P) 503.381.7877(E) [email protected]

BUILDING ENVELOPE CONSULTANT:JRS ENGINEERING CORP.9750 3RD AVENUE NE, SUITE 101SEATTLE, WA 98115CONTACT: CAELUM ROBERTS(P) 206.728.2358(E) [email protected]

NICHOLSON KOVALCHICK ARCHITECTS

310 FIRST AVENUE S, SUITE 4SSEATTLE, WASHINGTON 98104T: 206.933.1150 F: 206.933.1154

www.nkarch.com

2013 NICHOLSON KOVALCHICK ARCHITECTS PSC

FILE NAME:CHECKED BY:DRAWN BY:PROJECT #:DATE:

REVISIONS

ISSUANCE

#

A MUP SUBMITTAL 05.03.12B BP SUBMITTAL 11.08.12C PRICING SET 03.08.13D 100% CD'S 05.22.13

A0.0

115205.22.2013

AMMG1152_TRIAD 12TH

TITLE SHEET -DRAWING INDEX,PROJECT INFO.

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

ARCHITECTURAL SHEET INDEX

A0.0 TITLE SHEET - DRAWING INDEX, PROJECT INFO. 05.22.2013A0.1 GENERAL NOTES 05.22.2013A0.2 ZONING 05.22.2013A0.3 BUILDING CODE - ANALYSIS + DIAGRAMS 05.22.2013A0.4 BUILDING CODE - ANALYSIS + DIAGRAMS 05.22.2013A1.0 SITE PLAN - EXISTING 05.22.2013A1.1 SITE PLAN - NEW 05.22.2013A2.0 FLOOR PLAN - BASEMENT 05.22.2013A2.1 FLOOR PLAN - LEVEL 1 05.22.2013A2.2 FLOOR PLAN - LEVEL 2 05.22.2013A2.3 FLOOR PLAN - LEVELS 3-7 05.22.2013A2.4 FLOOR PLAN - ROOF 05.22.2013A3.0 ELEVATION - SOUTH + EAST 05.22.2013A3.1 ELEVATION - NORTH + WEST 05.22.2013A4.0 SECTION - E/W + N/S 05.22.2013A5.0 AMENITY PLAN 05.22.2013A5.1 UNIT PLANS 05.22.2013A5.2 UNIT PLANS 05.22.2013A5.3 UNIT PLANS 05.22.2013A5.4 TRANSFORMER PLANS + SECTIONS 05.22.2013A6.0 INTERIOR ELEVATIONS (BATHROOMS) 05.22.2013A6.1 INTERIOR ELEVATIONS (KITCHENS) 05.22.2013A7.0 STAIR + ELEV NOTES 05.22.2013A7.1 STAIR A 05.22.2013A7.2 STAIR B 05.22.2013A8.0 WALL SECTIONS 05.22.2013A9.0 DETAILS - CONCRETE 05.22.2013A9.1 DETAILS - EXTERIOR WALLS 05.22.2013A9.2 DETAILS - EXTERIOR WALLS 05.22.2013A9.3 DETAILS - EXTERIOR WALLS 05.22.2013A9.4 DETAILS - WINDOWS + SLIDERS 05.22.2013A9.5 DETAILS - WINDOWS + STOREFRONT 05.22.2013A9.6 DETAILS - WINDOWS + STOREFRONT 05.22.2013A9.7 DETAILS - INTERIOR WALLS 05.22.2013A9.8 DETAILS - STAIR + ELEV 05.22.2013A9.9 DETAILS - DOORS 05.22.2013A9.10 DETAILS - ROOF 05.22.2013A9.11 DETAILS - ATTACHMENTS 05.22.2013A9.12 STAIR ROOF CANOPIES 05.22.2013A9.13 FIBER CEMENT SIDING REVEAL DETAILS 05.22.2013A9.14 LEED COMPARTMENT- ALIZATION DIAGRAMS +

NOTES05.22.2013

A10.0 INTERIOR ASSEMBLIES 05.22.2013A10.1 EXTERIOR ASSEMBLIES 05.22.2013A10.2 ROOF + FLOOR ASSEMBLIES 05.22.2013A10.3 DOOR SCHEDULE 05.22.2013A10.4 WINDOW SCHEDULE 05.22.2013

LANDSCAPE SHEET INDEX

L1.1 LANDSCAPE PLAN 05.22.2013L1.2 LANDSCAPE DETAILS 05.22.2013L1.3 SEATTLE GREEN FACTOR CALCULATIONS 05.22.2013L2.1 IRRIGATION PLAN 05.22.2013L2.2 IRRIGATION DETAILS 05.22.2013

SURVEY SHEET INDEX

1 ALTA - TOPOGRAPHIC SURVEY 02.02.20122 ALTA - TOPOGRAPHIC SURVEY 02.02.2012

CIVIL SHEET INDEX

C0.0 GENERAL NOTES 05.22.2013C1.0 DEMOLITION AND TESC PLAN 05.22.2013C2.0 GRADING AND UTILITY PLAN 05.22.2013C3.0 FOUNDATION DRAINAGE PLAN 05.22.2013

VICINITY MAP

TRIAD 12TH AVENUE

PROJECT INFORMATIONADDRESS: 4123, 4119 12TH AVE NE; SEATTLE, WA 98105

LEGAL DESCRIPTION: SEE SHEET A1.00 FOR LEGAL DESCRIPTIONS

PARCEL NO: 114200-1675; 114200-1670

SITE AREA: 8,240 SF

PROJECT DESCRIPTION7-STORY STRUCTURE WITH BASEMENT - 102 RESIDENTIAL DWELLING UNITS.2 EXISTING HOMES TO BE DEMOLISHED.

ZONING CODE DATA*SEE SHEET A0.2 FOR ZONING CODE ANALYSIS AND DIAGRAMSZONING CODE: SEATTLE LAND USE & ZONING CODEZONE: MROVERLAYS: NONEURBAN VILLAGE: UNIVERSITY DISTRICT NORTHWEST URBAN CENTER VILLAGEECA: NONE

BUILDING CODE DATABUILDING CODE: 2009 INTERNATIONAL BUILDING CODE WITH SEATTLE AMENDMENTS

ICC/ANSI A117.1-2003: Accessible and Usable Buildings And Facilities

PROPOSED USE: 102 APARTMENT UNITS (RESIDENTIAL)

CONSTRUCTION TYPE: 5 STORIES TYPE VA OVER 2 STORIES TYPE 1A OVER1 BASEMENT TYPE 1A

OCCUPANCY GROUP: R-2: RESIDENTIALB: BUSINESS

BUILDING HEIGHT: 7 STORIES + 1 BASEMENT

PERMIT & REVIEW NUMBERSMASTER USE PERMIT:BUILDING PERMIT:

REVIEW #30130266306055

SUBMITTAL05.03.201211.08.2012

PERMIT--

PROJECT TEAM

PROJECT SITE

LEVEL RESIDENTIALLEVEL B1 2144 SFLEVEL 1 3396 SFLEVEL 2 4368 SFLEVEL 3 4368 SFLEVEL 4 4368 SFLEVEL 5 4368 SFLEVEL 6 4368 SFLEVEL 7 4368 SFROOF DECK 0 SF

31748 SF

UNIT MATRIX RESIDENTIAL CORE964 SF850 SF884 SF884 SF884 SF884 SF884 SF884 SF277 SF7395 SF

LEASING/LOBBY0 SF

687 SF0 SF0 SF0 SF0 SF0 SF0 SF0 SF

687 SF

TENANT STORAGE293 SF0 SF0 SF0 SF0 SF0 SF0 SF0 SF0 SF

293 SF

BIKE PARKING721 SF0 SF0 SF0 SF0 SF0 SF0 SF0 SF0 SF

721 SF

UTILITY927 SF431 SF0 SF0 SF0 SF0 SF0 SF0 SF

191 SF1548 SF

GROSS FLOOR AREA MATRIX*THIS TABLE IS FOR THE OWNER'S BENEFIT AND IS NOT RELEVANT TOZONING OR BUILDING CODE ANALYSIS.

TOTAL5361 SF5364 SF5252 SF5252 SF5252 SF5252 SF5252 SF5252 SF468 SF

42705 SFTOTAL

STRUCTURAL SHEET INDEX

S1.0 STRUCTURAL GENERAL NOTES 05.22.2013S1.1 STRUCTURAL GENERAL NOTES 05.22.2013S1.2 STRUCTURAL GENERAL NOTES 05.22.2013S1.3 STRUCTURAL GENERAL NOTES, DRAWING LEGEND

AND ABBREVIATIONS05.22.2013

S2.0 B1 FOUNDATION/ FRAMING PLAN 05.22.2013S2.1 LEVEL 1 MILD REINFORCING PLAN 05.22.2013S2.1A LEVEL 1 POST-TENSIONED FRAMING PLAN 05.22.2013S2.2 LEVEL 2 MILD REINFORCING PLAN 05.22.2013S2.2A LEVEL 2 POST-TENSIONED FRAMING PLAN 05.22.2013S2.3 LEVEL 3 MILD REINFORCING PLAN 05.22.2013S2.3A LEVEL 3 POST-TENSIONED FRAMING PLAN 05.22.2013S2.3B LEVEL 2 STUD AND SHEAR WALL PLAN 05.22.2013S2.4 LEVEL 4-7 FRAMING PLAN 05.22.2013S2.4A LEVELS 4-7 STUD AND SHEAR WALL PLAN 05.22.2013S2.5A LEVEL 5 STUD AND SHEAR WALL PLAN 05.22.2013S2.6A LEVEL 6 STUD AND SHEAR WALL PLAN 05.22.2013S2.7A LEVEL 7 STUD AND SHEAR WALL PLAN 05.22.2013S2.8 ROOF FRAMING PLAN 05.22.2013S2.9 HIGH ROOF FRAMING PLAN 05.22.2013S3.0 STRUCTURAL FOUNDATION DETAILS 05.22.2013S3.1 STRUCTURAL CONCRETE DETAILS 05.22.2013S3.11 CONCRETE SHEAR WALL ELEVATIONS 05.22.2013S3.12 CONCRETE SHEAR WALL BOUNDARY

REINFORCING05.22.2013

S4.0 STRUCTURAL CONCRETE COLUMN DETAILS 05.22.2013S4.1 STRUCTURAL CONCRETE FRAMING DETAILS 05.22.2013S5.0 STRUCTURAL POST-TENSIONED DETAILS 05.22.2013S5.1 STRUCTURAL STUDRAIL DETAILS 05.22.2013S6.0 STRUCTURAL WOOD FRAMING DETAILS 05.22.2013S6.1 STRUCTURAL WOOD FRAMING DETAILS 05.22.2013S6.2 STRUCTURAL WOOD FRAMING DETAILS 05.22.2013S6.3 STRUCTURAL STAIR FRAMING DETAILS 05.22.2013

SHORING SHEET INDEX

SS1.0 SHORING NOTES AND DETAILS 05.22.2013SS2.0 SHORING PLAN 05.22.2013SS3.0 SHORING ELEVATIONS 05.22.2013

BUILDING ENVELOPE SHEET INDEX

BE0.00 NOTES AND INDEX 05.22.2013BE0.10 AIR BARRIER DIAGRAMS 05.22.2013BE1.00 BELOW GRADEAND COURTYARD DETAILS 05.22.2013BE1.10 BELOW GRADE AND COURTYARD DETAILS 05.22.2013BE2.00 CLADDING DETAILS 05.22.2013BE2.10 CLADDING DETAILS 05.22.2013BE3.00 WINDOW INSTALLATION AT TYPE 1A 05.22.2013BE3.05 WINDOW INSTALLATION AT TYPE VA 05.22.2013BE3.10 WINDOW AND DOOR DETAILS 05.22.2013BE3.20 WINDOW AND DOOR DETAILS 05.22.2013BE4.00 ARCHITECTURAL FRAME DETAILS 05.22.2013BE5.00 ROOF DETAILS 05.22.2013

LEVEL B1 7LEVEL 1 11LEVEL 2 14LEVEL 3 14LEVEL 4 14LEVEL 5 14LEVEL 6 14LEVEL 7 14TOTAL: 102

LEVEL STUDIO5049 SF

42393 SF

1 MUP CORRECTION 09.10.123 BP CORRECTION 02.28.134 BP CORRECTION 2 04.24.135 BP CORRECTION 3 05.09.13

MECHANICAL SHEET INDEX

M0.1 SYMBOLDS, LEGEND, ABBREVIATIONS & NOTES 05.22.2013M0.2 SCHEDULES 05.22.2013M2.0 BASEMENT PLAN HVAC 05.22.2013M2.1 LEVEL 1 PLAN HVAC 05.22.2013M2.2 LEVEL 2 PLAN HVAC 05.22.2013M2.3 LEVEL 3-7 PLAN HVAC 05.22.2013M2.4 ROOF PLAN HVAC 05.22.2013M3.0 DETAILS 05.22.2013

ELECTRICAL SHEET INDEX

E0.1 SYMBOL SCHEDULE 05.22.2013E1.0 SITE PLAN 05.22.2013E2.0 LEVEL B1 PLAN 05.22.2013E2.1 LEVEL 1 PLAN 05.22.2013E2.2 LEVEL 2 PLAN 05.22.2013E2.3 LEVELS 3-7 PLAN 05.22.2013E2.4 ROOF PLAN 05.22.2013E3.0 TYPICAL UNIT PLANS 05.22.2013E4.0 POWER RISER 05.22.2013E4.1 PANEL SCHEDULES 05.22.2013

PLUMBING SHEET INDEX

P0.1 SYMBOLS, LEGEND, ABBREVIATIONS, NOTES & CALCS 05.22.2013P0.2 SCHEDULES 05.22.2013P1.0 UNDER GROUND PLAN PLUMBING 05.22.2013P2.0 BASEMENT PLAN PLUMBING 05.22.2013P2.1 LEVEL 1 PLAN PLUMBING 05.22.2013P2.2 LEVEL 2 PLAN PLUMBING 05.22.2013P2.3 LEVEL 3-7 PLAN PLUMBING 05.22.2013P2.4 ROOF PLAN PLUMBING 05.22.2013P3.0 DETAILS 05.22.2013P4.0 RISER DIAGRAMS 05.22.2013P4.1 RISER DIAGRAMS & UNIT PLANS 05.22.2013

INTERIOR DESIGN SHEET INDEX

ID1.0 INTERIOR FINISH LEGEND 05.22.2013ID1.1 INTERIOR FINISH SCHEDULE 05.22.2013ID2.0 FINISH PLAN - LEVEL B1 05.22.2013ID2.1 FINISH PLAN - FIRST FLOOR 05.22.2013ID2.2 FINISH PLAN - SECOND FLOOR 05.22.2013ID2.3 FINISH PLAN - FLOORS 3-7 05.22.2013ID2.4 FINISH PLAN - ROOF 05.22.2013ID3.0 RCP LEVEL B1 05.22.2013ID3.1 RCP FIRST FLOOR 05.22.2013ID3.2 RCP SECOND FLOOR 05.22.2013ID3.3 RCP FLOORS 3-7 05.22.2013ID3.4 RCP ROOF 05.22.2013ID3.5 ENLARGED RCP FIRST FLOOR 05.22.2013ID4.1 INTERIOR ELEVATIONS 05.22.2013

1. THE DRAWINGS ARE INTENDED TO ONLY PARTIALLY DESCRIBE THE SCOPE OF WORKFOR THE PROJECT. ANY WORK NOT SHOWN HERE, BUT REQUIRED BY CODE, OR THESPECIFICATIONS, OR TO MAKE THE WORK COMPLETE, SHALL BE PROVIDED AS PART OF THEWORK.

2. REFER TO THE LIST OF ABBREVIATIONS FOR COMMON ABBREVIATIONS USED IN THEDRAWINGS. IF AN ABBREVIATION IS NOT ON THE LIST, OR NOT COMMONLY USED, REFER TOTHE ARCHITECT FOR CLARIFICATION.

3. IT IS THE INTENT OF THE DOCUMENTS THAT ALL WORK COMPLIES WITH THE SEATTLEBUILDING CODE, SEATTLE MECHANICAL CODE, SEATTLE ELECTRICAL CODE, SEATTLEENERGY CODE, SEATTLE FIRE CODE, SEATTLE LAND USE AND ZONING CODE, WASHINGTONSTATE VENTILATION AND INDOOR AIR QUALITY CODE, AND ALL APPLICABLE LOCAL, STATE,AND NATIONAL CODES AND ORDINANCES IN EFFECT AT THE DATE OF PERMIT SUBMITTAL.NOTHING IN THESE DRAWINGS SHALL BE CONSTRUED TO GRANT APPROVAL FOR ANY CODEVIOLATION. ANY ERRORS, OMISSIONS, OR NON-COMPLIANCE WITH GOVERNING CODES SHALLBE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY.

4. BEFORE STARTING EACH PORTION OF THE WORK, THE CONTRACTOR SHALL CAREFULLYSTUDY AND COMPARE THE VARIOUS DRAWINGS AND OTHER CONTRACT DOCUMENTSRELATED TO THAT PORTION OF THE WORK, AS WELL AS OWNER-PROVIDED INFORMATION,SHALL TAKE FIELD MEASUREMENTS OF ANY EXISTING CONDITIONS RELATED TO THATPORTION OF THE WORK AND SHALL OBSERVE ANY CONDITIONS AT THE SITE AFFECTING IT.ANY ERRORS, INCONSISTENCIES OR OMISSIONS SHALL BE REPORTED PROMPTLY TO THEARCHITECT.

5. DO NOT SCALE THE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ONTHE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. IF DISCREPANCIES ARE FOUND, THEARCHITECT SHALL BE NOTIFIED AT ONCE.

6. DIMENSIONS ARE SHOWN TO THE FACE OF CONCRETE, FACE OF SHEATHING ATEXTERIOR WOOD WALLS (FACE OF RIGID INSULATION AT EXTERIOR METAL WALLS), FACE OFSTUD AT INTERIOR WALLS, CENTER OF UNIT DEMISING WALLS, WINDOW CENTERLINES, ANDEDGE OF OPENINGS, UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS. REFER TOTHE ARCHITECT IF CLARIFICATION IS NEEDED.

7. REPETITIVE FEATURES NOT INDICATED IN THE DRAWINGS EVERYWHERE THEY OCCURSHALL BE PROVIDED AS IF DRAWN IN FULL.

8. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONESHALL BE AS BINDING AS IF REQUIRED BY ALL. IN CASE OF DISCREPANCY, REFER TO THEARCHITECT FOR CLARIFICATION.

9. THE CONTRACTOR SHALL VERIFY THE DIMENSIONS REQUIRED FOR ALL EQUIPMENT,APPLIANCES, FIXTURES, CABINETS, DUCTWORK, AND OPENINGS BEFORE FRAMING BEGINS.THE CONTRACTOR SHALL COORDINATE WITH THE SUBCONTRACTORS OF ALL TRADES TOVERIFY THE SIZES AND LOCATIONS OF OPENINGS THROUGH THE FLOORS, WALLS, CEILINGSAND ROOFS FOR DUCTS, PIPES, CONDUITS, AND EQUIPMENT. THE CONTRACTOR SHALLCOORDINATE THE LOCATION AND INSTALLATION OF WOOD BACKING, BLOCKING, FURRINGAND STRIPPING AS REQUIRED FOR THE INSTALLATION AND ATTACHMENT OF WORK OF ALLTRADES.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SYSTEMS, INCLUDING, BUT NOTLIMITED TO, MECHANICAL, PLUMBING, AND ELECTRICAL WORK. WORK SHOWN ON THEDRAWINGS IS INTENDED TO ILLUSTRATE THE GENERAL DESIGN INTENT, SCOPE, ANDLOCATION OF WORK. ALL WORK NOT SPECIFICALLY DRAWN, BUT REQUIRED FOR ACOMPLETE, LEGAL, AND FUNCTIONING SYSTEM, SHALL BE PROVIDED AS PART OF THE WORK.

11. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND GOVERNMENTALFEES, LICENSES AND INSPECTIONS NECESSARY FOR PROPER EXECUTION AND COMPLETIONOF THE WORK, WITH THE EXCEPTION OF THE MASTER USE PERMIT AND THE BUILDINGPERMIT.

12. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION OR SITE DEVELOPMENTACTIVITY, THE CONTRACTOR SHALL SCHEDULE PRE-CONSTRUCTION MEETINGS WITH THECITY OF SEATTLE DPD, SEATTLE CITY LIGHT, AND SEATTLE DEPARTMENT OFTRANSPORTATION.

13. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION OR SITE DEVELOPMENTACTIVITY, THE CONTRACTOR AND/OR ARCHITECT SHALL SCHEDULE A PRE-CONSTRUCTIONMEETING WITH THE PROJECT TEAM MEMBERS FOR THE PURPOSE OF ANSWERING INITIALQUESTIONS, CLARIFYING AREAS OF CONCERN, AND FORMALIZING A CONSTRUCTIONADMINISTRATION PROCESS. THE MEETING(S) SHALL INCLUDE THE ARCHITECT, GENERALCONTRACTOR, OWNER, LANDSCAPE ARCHITECT, STRUCTURAL ENGINEER, CIVIL ENGINEER,GEOTECHNICAL ENGINEER, AND WATER INTRUSION CONSULTANT.

GENERAL REQUIREMENTS

SITE NOTES1. THE CONTRACTOR SHALL VERIFY DIMENSIONS OF EXISTING SITE CONDITIONS,DISTANCES, AND TOPOGRAPHIC CONTOURS. SITE CONDITIONS SHOWN ARE FROM OWNER-PROVIDED INFORMATION, SURVEYS BY OTHERS, AND PUBLIC RECORDS. THE ARCHITECT ISNOT RESPONSIBLE FOR THE ACCURACY OF THE SURVEY OR EXISTING SITE INFORMATION.

2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES BEFORE BEGINNINGCONSTRUCTION BY RETAINING A UTILITY LOCATION SERVICE AND MARKING ALLUNDERGROUND UTILITY LOCATIONS. ANY UTILITY LOCATIONS SHOWN ON THE DRAWINGSARE BASED ON AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE ONLY. UTILITIESMAY BE PRESENT BUT NOT SHOWN ON THE DRAWINGS. CARE SHOULD BE TAKEN TO AVOIDDAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL COORDINATE CONNECTIONLOCATIONS AND ELEVATIONS WITH THE UTILITY COMPANIES. RELOCATION OF UTILITIES, IFNECESSARY, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

3. THE CONTRACTOR SHALL EXECUTE AND COMPLETE ALL WORK ON ADJACENTPROPERTIES AND PUBLIC RIGHTS-OF-WAY THAT IS REQUIRED BY CONSTRUCTIONEASEMENT AGREEMENTS WITH NEIGHBORING PROPERTY OWNERS, PRIVATE CONTRACTDOCUMENTS WITH THE SEATTLE DEPARTMENT OF TRANSPORTATION, STREET USEPERMITS, OR ANY OTHER AGREEMENT OR CONTRACT. ALL IMPROVEMENTS AND REPAIRSTO SIDEWALKS, ALLEYS, STREETS AND NEIGHBORING PROPERTIES SHALL BECOORDINATED TO MINIMIZE THE IMPACT ON THE PUBLIC AND TO MAINTAIN ACCESS TONEIGHBORING PROPERTIES. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND SECURENECESSARY PERMITS WHEN CONSTRUCTION REQUIRES STREET OR SIDEWALK CLOSURES.

4. IF ANY HAZARDOUS MATERIAL, INCLUDING BUT NOT LIMITED TO ASBESTOS ORPOLYCHLORINATED BIPHENYL (PCB), IS ENCOUNTERED ON THE SITE BY THE CONTRACTOR,THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER.

5. PRIOR TO BEGINNING ANY DEMOLITION WORK, THE OWNER OR CONTRACTOR SHALLSUBMIT A “NOTICE OF INTENT” TO THE PUGET SOUND CLEAN AIR AGENCY (PSCAA) ANDFULFILL THEIR REQUIREMENTS.

6. NEW WATER MAINS, FIRE HYDRANTS, AND TEMPORARY FIRE DEPARTMENT ACCESSSHALL BE INSTALLED, INSPECTED, AND APPROVED BY THE FIRE DEPARTMENT PRIOR TOTHE COMMENCEMENT OF COMBUSTIBLE CONSTRUCTION.

INTERIOR ENVIRONMENT NOTES1. OCCUPIABLE SPACES, HABITABLE SPACES, AND CORRIDORS SHALL HAVE A CEILINGHEIGHT OF NOT LESS THAN 7'-6". BATHROOMS, TOILET ROOMS, KITCHENS, STORAGEROOMS AND LAUNDRY ROOMS SHALL BE PERMITTED TO HAVE A CEILING HEIGHT OF NOTLESS THAN 7'-0" PER SBC 1208.2.

2. PROVIDE AN ATTIC ACCESS OPENING AT ALL ATTIC SPACES AT LEAST 30" HIGH. THEACCESS OPENING SHALL BE A MINIMUM OF 20" X 30" WITH AT LEAST 30" OF HEADROOM ATOR ABOVE THE OPENING. SBC 1209.2.

3. PROVIDE AN 18" X 24" MINIMUM ACCESS OPENING AT ALL CRAWL SPACES. SBC 1209.1.

4. PUBLIC RESTROOM FLOORS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACEEXTENDING UPWARD ONTO THE WALLS AT LEAST 4 INCHES PER SBC 1210.1. WALLS WITHIN2 FEET OF URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENTSURFACE TO A HEIGHT OF AT LEAST 4 FEET ABOVE THE FLOOR PER SBC 1210.2.

5. ACCESSORIES SUCH AS GRAB BARS, TOWEL BARS, PAPER DISPENSERS AND SOAPDISHES, PROVIDED ON OR WITHIN WALLS, SHALL BE INSTALLED AND SEALED TO PROTECTSTRUCTURAL ELEMENTS FROM MOISTURE. SBC 1210.2.

INTERIOR ENVIRONMENT NOTES (CONT)6. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLEDSHOWER HEADS SHALL BE FINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO AHEIGHT OF NOT LESS THAN 70 INCHES ABOVE THE DRAIN INLET. BUILT-IN TUBS WITHSHOWERS SHALL HAVE WATERPROOF JOINTS BETWEEN THE TUB AND ADJACENTWALL. SBC 1210.3, 1210.4.

7. AS A FORMALDEHYDE REDUCTION MEASURE, ALL STRUCTURAL COMPONENTSSUCH AS SOFT PLYWOOD, PARTICLE BOARD, WAFER BOARD AND OSB SHALL BEIDENTIFIED AS “EXPOSURE 1”, “EXTERIOR”, OR “HUD-APPROVED”.

8. INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCEWITH ASTM E 84 WITH A MINIMUM OF CLASS C THROUGHOUT. CLASS C HAS A FLAMESPREAD INDEX OF 76-200 AND SMOKE-DEVELOPED INDEX OF 0-450. SBC 803.1.

ACCESSIBILITY NOTES1. ACCESSIBLE ROUTES SHALL BE PROVIDED FROM ACCESSIBLE PARKING,PASSENGER LOADING ZONES AND PUBLIC STREETS OR SIDEWALKS TO THE ACCESSIBLEBUILDING ENTRANCE. AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO EACH ACCESSIBLEPORTION OF THE BUILDING AND SHALL CONNECT EACH ACCESSIBLE LEVEL. SBC 1104.

2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGENTRANCES WITH THE PRIMARY ENTRANCE OF EACH DWELLING UNIT AND WITH THEEXTERIOR AND INTERIOR SPACES THAT SERVE THE UNITS. SBC 1107.4.

3. CONTROLS, OPERATING MECHANISMS AND HARDWARE INTENDED FOR OPERATIONBY THE OCCUPANT, LOCATED IN ACCESSIBLE SPACES OR ALONG ACCESSIBLE ROUTESSHALL BE ACCESSIBLE. SBC 1109.12.

4. INTERIOR AND EXTERIOR SIGNS IDENTIFYING PERMANENT ROOMS AND SPACESSHALL BE TACTILE.

5. DIRECTIONAL AND INFORMATIONAL SIGNS OTHER THAN BUILDING DIRECTORIES SHALLCONTAIN VISUAL CHARACTERISTICS COMPLYING WITH ICC A117.1. SBC 1110.

6. REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONALSYMBOL OF ACCESSIBILITY PER SBC 1110.1. THESE AREAS INCLUDE, BUT ARE NOTLIMITED TO, ACCESSIBLE PARKING SPACES (IF > 4), ACCESSIBLE AREAS OF REFUGE,ACCESSIBLE ENTRANCES WHERE ALL ENTRANCES ARE NOT ACCESSIBLE, AND UNISEXTOILETS AND BATHING ROOMS.

7. INTERIOR AREAS OF REFUGE AND EXTERIOR AREAS OF ASSISTED RESCUE SHALL BEPROVIDED WITH TW0-WAY COMMUNICATION SYSTEM TO A CENTRAL CONTROL POINT. IFCONTROL POINT NOT CONSTANTLY ATTENDED, AREA OF REFUGE SHALL ALSO HAVECONTROLLED ACCESS TO A PUBLIC TELEPHONE SYSTEM.

8. TWO-WAY COMMUNICATION SYSTEM SHALL HAVE BOTH AUDIBLE AND VISUALSIGNALS AND INSTRUCTIONS POSTED ADJACENT TO THE SYSTEM CONTROLS.iNSTRUCTIONS SHALL INSTRUCT HOW TO USE TW0-WAY COMMUNICATION SYSTEM,DIRECT USERS TO OTHER MEANS OF EGRESS, INFORM USERS HOW TO SUMMONASSISTANCE, AND STATE THAT PERSONS ABLE TO USE STAIRS SHOULD DO SO ASAP,UNLESS ASSISTING OTHERS.

9. REQUIREMENTS FOR DWELLING UNITS:a. THE ACCESSIBLE PRIMARY ENTRANCE SHALL BE ON AN ACCESSIBLE ROUTE FROMPUBLIC AND COMMON AREAS. WITHIN THE UNIT, AT LEAST ONE ACCESSIBLE ROUTESHALL CONNECT ALL SPACES AND ELEMENTS. THE ACCESSIBLE ROUTE SHALL HAVE ACLEAR WIDTH OF AT LEAST 36 INCHES, EXCEPT THAT SEGMENTS LESS THAN 24 INCHESIN LENGTH MAY HAVE A CLEAR WIDTH OF 32 INCHES.

b. IN TYPE A UNITS, TURNING SPACES SHALL BE REQUIRED IN ALL ROOMS, WITH THEEXCEPTION OF BATHROOMS IN A UNIT THAT ALREADY HAS AT LEAST ONE BATHROOMMEETING ALL THE REQUIREMENTS OF ANSI 1003.11. TURNING SPACE SHALL BE EITHER ACIRCULAR OR T-SHAPED SPACE. CIRCULAR SPACE SHALL BE 60" IN DIAMETER. T-SHAPEDSPACE SHALL FIT WITHIN A 60" X 60" SQUARE, WITH THE WIDTH OF EACH ARM AND BASE36" MINIMUM.

c. THE CORRIDOR SIDE OF ALL PRIMARY ENTRANCE DOORS TO ALL UNITS SHALL HAVEMANEUVERING CLEARANCE COMPLYING WITH ANSI 404, ICC A117.1.

d. IN TYPE A UNITS, ALL DOORWAYS INTENDED FOR PASSAGE SHALL HAVEMANEUVERING CLEARANCES COMPLYING WITH ANSI 404, ICC A117.1. BATHROOMS IN AUNIT THAT ALREADY HAS AT LEAST ONE BATHROOM MEETING ALL THE REQUIREMENTSOF ANSI 1003.11 DO NOT HAVE TO COMPLY WITH THE MANEUVERING CLEARANCES ONTHE BATHROOM SIDE OF THE DOOR.

e. CHANGES IN LEVEL OF 1/4" OR LESS ARE PERMITTED TO BE VERTICAL. CHANGES INLEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE OF 1:2. THRESHOLDSSHALL NOT BE GREATER THAN 1/2" EXCEPT THAT THEY MAY BE 3/4" AT EXTERIOR SLIDINGDOORS.

f. IN TYPE A UNITS, LIGHTING CONTROLS, ELECTRICAL SWITCHES AND RECEPTACLEOUTLETS, ENVIRONMENTAL CONTROLS, APPLIANCE CONTROLS, OPERATING HARDWAREFOR OPERABLE WINDOWS, PLUMBING FIXTURE CONTROLS, AND USER CONTROLS FORSECURITY OR INTERCOM SYSTEMS SHALL BE PROVIDED WITH A CLEAR FLOOR SPACEAND BE PLACED WITHIN ONE OF THE REACH RANGES SPECIFIED IN SECTION 308, ICCA117.1. THEY SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST. THE MAXIMUM FORCE REQUIRED TOACTIVATE THE PARTS SHALL BE 5 POUNDS.

g. IN TYPE B UNITS, LIGHTING CONTROLS, ELECTRICAL SWITCHES AND RECEPTACLEOUTLETS, ENVIRONMENTAL CONTROLS, AND USER CONTROLS FOR SECURITY ORINTERCOM SYSTEMS SHALL BE PROVIDED WITH A CLEAR FLOOR SPACE AND BE PLACEDWITHIN ONE OF THE REACH RANGES SPECIFIED IN ANSI 308, ICC A117.1.

h. "CLEAR FLOOR SPACE" IS 30"X48" PER ANSI 305.3.

i. OPERABLE PARTS SHALL BE PLACED BETWEEN 15" AND 48" ABOVE THE FLOOR IN ANAREA WITH UNOBSTRUCTED FORWARD OR SIDE REACH. WHEN THERE IS ANOBSTRUCTION OF 24" MAX WIDTH AND 34" MAX HEIGHT, THE OPERABLE PARTS SHALL BENO HIGHER THAN 46" ABOVE THE FLOOR. WHEN THERE IS AN OBSTRUCTION OF 25” MAXWIDTH IN A SPACE ALLOWING A FORWARD APPROACH, THE OPERABLE PARTS SHALL BENO HIGHER THAN 44” ABOVE THE FLOOR.ANSI 308, ICC A117.1.

j. BATHROOMS REQUIRE CLEAR FLOOR SPACES, CLEARANCES AROUND, BETWEEN,AND ADJACENT TO FIXTURES, REINFORCING FOR GRAB BARS, AND OTHER ITEMSSHOWN IN THE DRAWINGS. THE CONTRACTOR OR OWNER SHALL NOT MAKEDIMENSIONAL CHANGES TO ANY BATHROOM WITHOUT THE APPROVAL OF THEARCHITECT.

k. BATHTUB ENCLOSURES SHALL NOT HAVE TRACKS INSTALLED ON THE RIM OF THEBATHTUB.

l. KITCHENS REQUIRE CLEAR FLOOR SPACES, CLEARANCES AROUND, BETWEEN, ANDADJACENT TO FIXTURES, APPLIANCES, CABINETS, COUNTERS AND WALLS, AND OTHERITEMS SHOWN IN THE DRAWINGS. THE CONTRACTOR OR OWNER SHALL NOT MAKEDIMENSIONAL CHANGES TO ANY KITCHEN WITHOUT THE APPROVAL OF THE ARCHITECT.

m. IN TYPE A UNITS, WASHING MACHINES AND CLOTHES DRYERS REQUIRE A CLEARFLOOR SPACE, POSITIONED FOR PARALLEL APPROACH, CENTERED ON EACHAPPLIANCE. ALL OPERABLE PARTS SHALL COMPLY WITH SECTION 309, ICC A117.1,INCLUDING THE REACH RANGES SPECIFIED IN ANSI 308, ICC A117.1. TOP LOADINGMACHINES SHALL HAVE THE DOOR TO THE LAUNDRY COMPARTMENT 36" MAX ABOVE THEFLOOR. FRONT LOADING MACHINES SHALL HAVE THE BOTTOM OF THE OPENING TO THELAUNDRY COMPARTMENT BETWEEN 15" AND 34" ABOVE THE FLOOR.

n. IN TYPE B UNITS, WASHING MACHINES AND CLOTHES DRYERS REQUIRE A CLEARFLOOR SPACE, POSITIONED FOR PARALLEL APPROACH, CENTERED ON EACHAPPLIANCE. IF NECESSARY FOR GREATER ACCESSIBILITY, THE CLOSET DOORS MAY BEREMOVED AND THE APPLIANCES MOVED FORWARD TO FLUSH OUT WITH THE ADJACENTWALLS.

o. PROVIDE BLOCKING IN ALL TYPE A & B UNITS AS INDICATED IN PLANS AND DETAILS.

EGRESS NOTES1. THE WIDTH OF STAIRWAYS SHALL NOT BE LESS THAN 44 INCHES. SBC 1009.1.

2. STAIRWAYS SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF 80 INCHESMEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE NOSINGS. SBC1009.2.

3. STAIR RISER HEIGHTS SHALL BE 7 INCHES MAXIMUM AND 4 INCHES MINIMUM. STAIRTREAD DEPTHS SHALL BE 11 INCHES MINIMUM. SBC 1009.4.2.

4. STAIR TREADS AND RISERS SHALL BE OF UNIFORM SIZE AND SHAPE. THE TOLERANCEBETWEEN THE LARGEST AND SMALLEST RISER OR BETWEEN THE LARGEST ANDSMALLEST TREAD SHALL NOT EXCEED 0.375 INCH IN ANY FLIGHT OF STAIRS. SBC 1009.4.4.

5. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. HANDRAILS SHALL BE OF AUNIFORM HEIGHT, BETWEEN 34" AND 38" ABOVE THE STAIR-TREAD NOSING PER SBC1012.2. HANDRAILS SHALL BE CONTINUOUS PER SBC 1012.4.

6. HANDRAILS ARE TO BE GRASPABLE, WITH A DIAMETER BETWEEN 1 1/4 INCHES AND 2INCHES OR SHALL PROVIDE EQUIVALENT GRASPABILITY. IF THE HANDRAIL IS NOTCIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION BETWEEN 4 INCHES AND 6 1/4INCHES WITH A MAX. CROSS-SECTION DIMENSION OF 2 1/4 INCHES AND A MIN. EDGERADIUS OF 0.01 INCH. SBC 1012.3.

7. HANDRAILS SHALL BE CONTINUOUS BETWEEN FLIGHTS, OR THEY SHALL RETURN TOA WALL OR THE WALKING SURFACE. AT THE TOP OF A STAIRWAY, HANDRAILS MUSTEXTEND HORIZONTALLY 12 INCHES BEYOND THE TOP RISER. AT THE BOTTOM OF THESTAIRWAY, HANDRAILS MUST CONTINUE TO SLOPE FOR THE DEPTH OF ONE TREADBEYOND THE BOTTOM RISER. EXTENSIONS NOT REQUIRED ON STAIRWAYS THAT ARENOT PART OF A REQUIRED MEANS OF EGRESS. SBC 1012.6.

8. GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING SURFACES THAT AREMORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW AND AS SHOWN IN THEDRAWINGS. SBC 1013.1.

9. HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED AND CONSTRUCTED TOTHE STRUCTURAL LOADING CONDITIONS SET FORTH IN SBC 1607.7.

10. GUARDS SHALL FORM A PROTECTIVE BARRIER NO LESS THAN 42" HIGH. SBC 1013.2.

11. OPEN GUARDS SHALL BE DESIGNED AND CONSTRUCTED SO THAT A 4" DIAMETERSPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34". FROM 34" TO 42",AN 8" DIAMETER SPHERE SHALL NOT PASS. SBC 1013.3.

12. INTERIOR VERTICAL EXIT ENCLOSURES CONNECTING MORE THAN 3 STORIES SHALLHAVE STAIRWAY SIGNAGE AT EACH FLOOR LANDING. THE SIGN SHALL BE LOCATED 5FEET ABOVE THE FLOOR LANDING AND BE READILY VISIBLE WHEN THE DOORS ARE INBOTH OPEN AND CLOSED POSITIONS. SBC 1022.8.

13. STAIRWAY SIGNS SHALL DESIGNATE THE FLOOR LEVEL, THE TERMINUS OF THE TOPAND BOTTOM OF THE STAIR ENCLOSURE, THE IDENTIFICATION OF THE STAIR, THE STORYAND DIRECTION TO THE EXIT DISCHARGE, WHETHER THERE IS ROOF ACCESS FOR FIREDEPARTMENT, AND WHETHER THE ROOF IS ACCESSED BY ROOF HATCH.

14. EXIT SIGNS ARE REQUIRED AT EACH EXIT, EXIT ACCESS DOOR, AND ALONG THEACCESS TO THE EXIT. NO POINT IN AN EXIT ACCESS CORRIDOR SHALL BE MORE THAN 100FEET FROM THE NEAREST VISIBLE EXIT SIGN. EXIT SIGNS SHALL BE VISIBLE FROM ANYDIRECTION OF EGRESS TRAVEL, AND SHALL BE ILLUMINATED AT ALL TIMES. SBC 1011.1

15. TACTILE EXIT SIGNS SHALL BE PROVIDED ADJACENT TO AREAS OF REFUGE, ANEXTERIOR AREA FOR ASSISTED RESCUE, AN EXIT STAIRWAY, AN EXIT RAMP, AN EXITPASSAGEWAY AND THE EXIT DISCHARGE, COMPLYING TO ICC A117.1 PER SBC 1011.3.

16. PLACARDS READING "NOT AN EXIT" SHALL BE INSTALLED AT ALL DOORWAYS,PASSAGEWAYS OR STAIRWAYS WHICH ARE NOT EXITS, EXIT ACCESSES OR EXITDISCHARGES AND WHICH MAY BE MISTAKEN FOR AN EXIT PER SBC 1011.6. REFER TOPLANS FOR EXIT SIGN LOCATIONS.

17. THE MEANS OF EGRESS SHALL BE ILLUMINATED AT ALL TIMES AND AT EVERY POINT INTHE MEANS OF EGRESS. REFER TO LIGHTING NOTES FOR SPECIFIC REQUIREMENTS.

18. PENETRATIONS INTO AND OPENINGS THROUGH AN EXIT ENCLOSURE AREPROHIBITED EXCEPT FOR REQUIRED EXIT DOORS AND MECHANICAL SYSTEMS SERVINGTHE EXIT ENCLOSURE. PENETRATIONS MUST BE PROTECTED ACCORDING TO SECTION715. SBC 1022.3 & 1022.4.

19. EQUIPMENT IS PROHIBITED IN EXIT ENCLOSURES EXCEPT FOR EQUIPMENTNECESSARY FOR INDEPENDENT PRESSURIZATION, LIGHTING OF THE EXIT ENCLOSURE,SPRINKLER PIPING, STANDPIPES, ELECTRICAL EQUIPMENT FOR FIRE DEPARTMENTCOMMUNICATION AND SPRINKLER MONITORING, AND UNIT HEATERS REQUIRED TOPROTECT FIRE PROTECTION EQUIPMENT FROM FREEZING. SBC 1022.10.

FIRE-RESISTANCE RATED CONS'T NOTES1. THROUGH PENETRATIONS IN FIRE-RESISTANCE-RATED WALLS SHALL BE PROTECTED.THEY SHALL BE INSTALLED AS TESTED IN AN APPROVED FIRE-RESISTANCE-RATED ASSEMBLYOR PROTECTED WITH AN APPROVED PENETRATION FIRESTOP SYSTEM. SBC 713.3.1.

2. LISTED ELECTRICAL BOXES MAY BE INSTALLED IN FIRE-RESISTANCE-RATED WALLSPROVIDED THEY HAVE BEEN TESTED AND ARE INSTALLED IN ACCORDANCE WITH THEINSTRUCTIONS INCLUDED IN THE LISTING. OUTLETS ON OPPOSITES SIDE OF THE WALLSHALL BE SEPARATED BY THE HORIZONTAL DISTANCE SPECIFIED IN THE LISTING, SOLIDFIREBLOCKING, LISTED PUTTY PADS, OR OTHER LISTED MATERIALS AND METHODS. SBC712.3.2.

3. PENETRATIONS OF A FLOOR, FLOOR/CEILING ASSEMBLY OR THE CEILING MEMBRANE OFA ROOF/CEILING MEMBRANE SHALL BE ENCLOSED BY SHAFTS IN ACCORDANCE WITHSECTION 707 OR PROTECTED IN ACCORDANCE WITH SBC SECTIONS 712.4 AND 713.

4. CAN LIGHTS IN FIRE-RESISTANCE-RATED HORIZONTAL ASSEMBLIES SHALL BE BOXED ONFOUR SIDES AND TOP WITH 5/8" GYPSUM WALLBOARD. HVAC FANS OR DIFFUSERS SHALL BEBOXED ON FOUR SIDES AND TOP WITH 5/8" GYPSUM WALLBOARD. DUCTS SHALL BEWRAPPED W/1 1/2" HIGH-DENSITY MINERAL FIBER OR 3 1/2" FIBERGLASS, SECURED IN PLACEFOR AT LEAST 10' FROM OPENING. SBC CA 713.4.

5. JOINTS INSTALLED IN OR BETWEEN FIRE-RESISTANCE-RATED WALLS, FLOORS ORFLOOR/CEILING ASSEMBLIES AND ROOFS OR ROOF/CEILING ASSEMBLIES SHALL BEPROTECTED BY AN APPROVED FIRE-RESISTANT JOINT SYSTEM HAVING THE SAME FIRERATING AS THE ASSEMBLY IN OR BETWEEN WHICH IT IS INSTALLED. THE SYSTEMS SHALL BETESTED IN ACCORDANCE WITH SECTION 714.3.

6. OPENINGS IN FIRE-RESISTANCE-RATED WALLS SHALL BE PROTECTED, AND SHALLCOMPLY WITH THE TESTING, INSTALLATION, AND LABELING REQUIREMENTS OF SBC 715 ANDNFPA 80.

7. PENETRATIONS BY AIR DUCTS AND AIR TRANSFER OPENINGS IN FIRE-RESISTANCE-RATEDASSEMBLIES SHALL COMPLY WITH SBC SECTION 716.

8. FIREBLOCKING SHALL BE INSTALLED IN COMBUSTIBLE CONCEALED LOCATIONS ASSPECIFIED IN SECTION 717. ACCEPTABLE FIREBLOCKING MATERIALS ARE DESCRIBED IN717.2.1. FIREBLOCKING SHALL BE INSTALLED IN STUD WALLS, INCLUDING FURRED WALLS,VERTICALLY AT THE CEILING AND FLOOR LEVELS, AND HORIZONTALLY AT 10' INTERVALS.FIREBLOCKING SHALL ALSO BE INSTALLED AT CONNECTIONS BETWEEN VERTICAL STUD WALLSPACES AND THE HORIZONTAL SPACES CREATED BY A SERIES OF JOISTS; AT CONNECTIONSBETWEEN VERTICAL AND HORIZONTAL SPACES AT SOFFITS, DROPPED CEILINGS, ETC; ATCEILING AND FLOOR OPENINGS AROUND PIPES, DUCTS, ETC; BETWEEN EXTERIOR WALLFINISHES AND ARCHITECTURAL TRIM. SBC 717.2.

9. DRAFTSTOPPING IS NOT REQUIRED, IF THE BUILDING IS SPRINKLERED PER SBC 903.3.1.1.

10. REFER TO EGRESS NOTES, INTERIOR ENVIRONMENT NOTES, DOOR NOTES, WALLTYPES, AND DETAILS FOR ADDITIONAL REQUIREMENTS RELATED TO FIRE-RESISTANCERATED CONSTRUCTION.

FIRE PROTECTION SYSTEM NOTES1. AN AUTOMATIC SPRINKLER SYSTEM MEETING THE REQUIREMENTS OFSECTION 903.3.1.1 FOR NFPA 13 SPRINKLER SYSTEMS SHALL BE INSTALLEDTHROUGHOUT. QUICK-RESPONSE SPRINKLERS SHALL BE INSTALLED IN ALLDWELLING UNITS. SPRINKLER SYSTEMS PROTECTING DWELLING UNITS SHALLBE WET PIPE SYSTEMS PER SBC 903.3.2. SPRINKLERS IN LIVE/WORK UNITSSHALL BE DESIGNED FOR OH2 OCCUPANCY HAZARD. PLASTIC SPRINKLER PIPESHALL NOT BE USED IN LIVE/WORK AREAS.

2. THE SPRINKLER SYSTEM SHALL BE MONITORED BY A CENTRAL STATIONSERVICE APPROVED BY THE SEATTLE FIRE DEPARTMENT.

3. FIRE HOSE THREADS USED IN CONJUNCTION WITH AUTOMATIC SPRINKLERSYSTEMS AND STANDPIPE SYSTEMS SHALL BE COMPATIBLE WITH FIREDEPARTMENT HOSE THREADS. SBC 903.3.6 & 905.1.

4. STANDPIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION905, NFPA 14, AND RULES PROMULGATED BY THE BUILDING AND FIRE CODEOFFICIALS.

5. CLASS I STANDPIPES SHALL BE PROVIDED THROUGHOUT. HOSECONNECTIONS SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: AT EACHINTERMEDIATE LEVEL BETWEEN FLOORS IN EVERY STAIRWAY; AT EACH SIDEOF THE WALL ADJACENT TO A HORIZONTAL EXIT OPENING; IN EVERY EXITPASSAGEWAY AT THE ENTRANCE INTO OTHER PARTS OF THE BUILDING; ONTHE ROOF ADJACENT TO STAIR OPENINGS; OTHER REMOTE LOCATIONS ASSPECIFIED IN SBC 905.4. STANDPIPE LOCATIONS SHALL BE VERIFIED WITH THEBUILDING AND FIRE CODE OFFICIALS PRIOR TO INSTALLATION.

6. STANDPIPES SHALL BE INTERCONNECTED IN ACCORDANCE WITH NFPA 14.SBC 905.4.2. STANDPIPES SHALL HAVE ISOLATION VALVES AND SHALL HAVE ATWO-WAY FIRE DEPARTMENT CONNECTION VISIBLE AND ACCESSIBLE FROMTHE STREET NEAR THE SPRINKLER SYSTEM FIRE DEPT. CONNECTION.

7. THE OWNER SHALL BE RESPONSIBLE FOR PRODUCING A FIRE EMERGENCYGUIDE. THIS GUIDE SHALL DESCRIBE THE LOCATION, FUNCTION AND USE OFFIRE PROTECTION EQUIPMENT AND APPLIANCES ACCESSIBLE TO RESIDENTS,INCLUDING FIRE ALARM SYSTEMS, SMOKE ALARMS, AND PORTABLE FIREEXTINGUISHERS. THE GUIDE SHALL ALSO INCLUDE AN EMERGENCYEVACUATION PLAN FOR EACH DWELLING UNIT. THE EMERGENCY GUIDE SHALLBE REVIEWED AND APPROVED BY THE FIRE CODE OFFICIAL. A COPY OF THEEMERGENCY GUIDE SHALL BE GIVEN TO EACH TENANT PRIOR TO INITIALOCCUPANCY. SFC 408.9.

8. FIRE EXTINGUISHERS WITH A MINIMUM 2-A RATING SHALL BE LOCATEDWHERE SHOWN ON PLANS, AND SUCH THAT NO AREA IN THE BUILDING IS MORETHAN 75 FEET TRAVEL DISTANCE FROM A FIRE EXTINGUISHER. THE FIREEXTINGUISHERS SHALL BE LOCATED IN CONSPICUOUS LOCATIONS ALONGNORMAL PATHS OF TRAVEL. THEY SHALL NOT BE OBSTRUCTED OR OBSCUREDFROM VIEW. IN RESIDENTIAL CORRIDORS, FIRE EXTINGUISHERS SHALL BEHOUSED IN UNLOCKED CABINETS. IN GARAGES, FIRE EXTINGUISHERS SHALL BEMOUNTED ON SECURE HANGERS OR BRACKETS. SFC 906. SEE FLOOR PLANSFOR LOCATIONS.

9. A SINGLE, MANUAL AND AUTOMATIC FIRE ALARM SYSTEM SHALL BEDESIGNED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH THEREQUIREMENTS OF SFC SECTION 907 AND NFPA 72.

10. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: ONTHE CEILING OR WALL OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THEIMMEDIATE VICINITY OF BEDROOMS, IN EACH ROOM USED FOR SLEEPINGPURPOSES, AND IN EACH STORY WITHIN A DWELLING UNIT. SMOKE ALARMSWITHIN AN INDIVIDUAL DWELLING UNIT SHALL BE INTERCONNECTED SUCH THATTHE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS IN THEINDIVIDUAL UNIT. SFC 907.2.11.

11. SMOKE ALARMS SHALL BE POWERED BY THE BUILDING'S WIRING ANDALSO BE EQUIPPED WITH A BATTERY BACKUP. SFC 907.2.11.4.

12. MANUAL FIRE ALARM BOXES SHALL BE LOCATED NOT MORE THAN 5 FEETFROM THE ENTRANCE TO EACH EXIT AT EVERY FLOOR LEVEL. THE TRAVELDISTANCE TO THE NEAREST BOX SHALL NOT EXCEED 200 FEET. THE HEIGHT TOTHE ACTIVATING HANDLE OR LEVER OF THE BOX SHALL BE BETWEEN 42 AND 48INCHES ABOVE THE FLOOR. SFC 907.4.2.

13. ALL FIRE ALARM SYSTEMS IN BUILDINGS WITHOUT A FIRE COMMANDCENTER SHALL BE PROVIDED WITH AN ANNUNCIATOR PANEL OR THE MAIN FIREALARM CONTROL PANEL LOCATED INSIDE THE BUILDING AT THE MAINENTRANCE. ALARM PANELS AND ANNUNCIATORS SHALL NOT OBSTRUCTEXITING. SFC 907.6.3.1.

14. VISIBLE ALARM NOTIFICATION APPLIANCES SHALL BE PROVIDED IN ALLPUBLIC AND COMMON AREAS. ALL DWELLING UNITS SHALL BE PROVIDED WITHTHE CAPABILITY TO SUPPORT VISIBLE ALARM NOTIFICATION IN ACCORDANCEWITH ICC/ANSI 117.1. AUDIBLE ALARM NOTIFICATIONSYSTEMS SHALL HAVE ADISTINCT SOUND AND SHALL BE LOUD ENOUGH TO PROVIDE A SOUND-PRESSURE LEVEL AT LEAST 15 DECIBELS (DBA) ABOVE THE AMBIENT SOUNDOR 5 DBA ABOVE THE MAX SOUND LEVEL. SFC 907.5.2.

SOUND TRANSMISSION NOTES:1. AIR-BORNE SOUND: WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIESSEPARATING DWELLING UNITS FROM EACH OTHER OR FROM PUBLIC OR SERVICEAREAS SHALL HAVE A SOUND TRANSMISSION CLASS (STC) OF NOT LESS THAN 50(45 IF FIELD TESTED). PENETRATIONS OR OPENINGS IN ONSTRUCTIONASSEMBLIES FOR PIPING, ELECTRICAL DEVICES, RECESSED CABINETS,BATHTUBS, SOFFITS, OR HEATING, VENTILATING OR EXHAUST DUCTS SHALL BESEALED, LINED, INSULATED OR OTHERWISE TREATED TO MAINTAIN THEREQUIRED STC. UNIT ENTRY DOORS SHALL BE TIGHT FITTING TO THE FRAME ANDSILL. UNIT ENTRY DOOR ASSEMBLIES SHALL HAVE A STC OF NOT LESS THAN 28.SBC 1207.2.

2. STRUCTURE-BORNE SOUND: FLOOR/CEILING ASSEMBLIES SEPARATINGDWELLING UNITS FROM EACH OTHER OR FROM PUBLIC OR SERVICE AREASSHALL HAVE AN IMPACT INSULATION CLASS (ICC) RATING OF NOT LESS THAN50 (45 IF FIELD TESTED) PER

3. JOINTS IN THE PERIMETER OF WALLS OR FLOOR/CEILING ASSEMBLIESSEPARATING DWELLING UNITS FROM EACH OTHER OR FROM PUBLIC OR SERVICEAREAS SHALL BE ACOUSTICALLY SEALED WITH A PERMANENT RESILIENTMATERIAL APPROVED FOR SUCH PURPOSE. CONDUITS, DUCTS, PIPES ANDVENTS WITHIN SUCH WALL OR FLOOR/CEILING ASSEMBLIES CAUSING VIBRATIONSHALL BE REASONABLY ISOLATED FROM THE BUILDING CONSTRUCTION ATPOINTS OF SUPPORT. ALL OPENINGS THROUGH WHICH SUCH ITEMS PASS SHALLHAVE THE EXCESS OPENING FULLY SEALED. SBC 1207.3.

4. ELECTRICAL OUTLET BOXES SHALL NOT BE PLACED BACK-TO-BACK ANDSHALL BE OFFSET BY NOT LESS THAN 12 INCHES FROM OUTLETS IN THEOPPOSITE WALL SURFACE. THE BACK AND SIDES OF BOXES SHALL BE SEALEDWITH 1/8" RESILIENT SEALANT AND BACKED BY AT LEAST 2" THICK MATERIALFIBER INSULATION. SBC 1207.3.

5. SPACES OR SHAFTS CONTAINING AIR CONDITIONING, REFRIGERATION ORVENTILATING EQUIPMENT, ELEVATOR MACHINERY, OR OTHER MECHANICALEQUIPMENT SHALL BE SEPARATED BOTH VERTICALLY AND HORIZONTALLY FROMADJOINING DWELLING UNITS BY CONSTRUCTION DESIGNED TO PROVIDE AMINIMUM STC RATING OF 50. SBC 1207.6.

6. DESIGN AND MATERIALS FOR SOUND TRANSMISSION CONTROL SHALL NOTIMPAIR THE FIRE-RESISTANT INTEGRITY OF SEPARATING WALLS OR LOOR/CEILINGASSEMBLIES.



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GENERAL NOTES

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PLANTING AND SEATING AREA @ ENTRY1,038 SF

MR

ZONING CODE MATRIX

ZONE

UNIVERSITY DISTRICT NORTHWEST URBAN CENTER VILLAGE

NONE KNOWN

8,240 SF

BASE: 3.2 BASE4.25 * MAXIMUM*MAXIMUM F.A.R. PER SUSTAINABLE DESIGN AND AFFORDABLE HOUSING

REQUIREMENTS

INCENTIVES: (SMC 23.45.516; SMC 23.45.526; SMC 23.58A.014B*)*BASEMENT LEVEL NOT INCLUDED PER SMC 23.45.510.E.4.*GSF BASED ON GROSS FLOOR AREA DEFINITION PER SMC 23.84A.014.

PROPOSED: LEVEL 1: 4,237 GSFLEVEL 2: 4,622 GSFLEVELS 3-7 4,714 GSF X 5 = 23,570 GSFROOF: 398 GSF(32,827 GSF / 8,240 SF) = 3.98 F.A.R.

*Additional area is permitted per SMC 23.58A.014B because 17.5% of the net residential bonus area (960 sf)is provided as affordable housing:

INCENTIVE ZONING BASE F.A.R.: 3.2 = 26,368 GSFINCENTIVE ZONING MAX F.A.R: 4.25 = 35,020 GSFTOTAL PROPOSED FLOOR AREA: 32,827 GSF = 3.98 F.A.R.BONUS PROPOSED FLOOR AREA: 6,459 GSF = 0.78 F.A.R.NET TO GROSS FACTOR: 6,459 X .80 = 5,167 NSFREQUIRED AFFORDABLE HOUSING: 5,167 X .175 = 904 GSFPROVIDED AFFORDABLE HOUSING: 4 UNITS: UNIT B08 @ 246 NSF + UNIT 117 @ 255 NSF +

UNIT 217 @ 256 NSF + UNIT 317 @ 272 NSF = 1,029 NSF*GSF PER SMC 23.84A.014*See Sheets A2.0, A2.1, A2.2, A2.3 for designation of affordable housing units.

OVERLAY

ECA

LOT AREA

FLOOR AREA RATIOSMC 23.45.510

ALLOWED MAXIMUM STRUCTURE HEIGHT:BASE HEIGHT: 60'-0"MAXIMUM HEIGHT: 75'-0" * (RESIDENTIAL)+4' ALLOWED FOR PARAPETS: 79'-0"+15' ALLOWED FOR STAIR PENTHOUSE 90'-0"+16' ALLOWED FOR ELEVATOR PENTHOUSE 91'-0"* MAXIMUM HEIGHT PER SUSTAINABLE DESIGN AND AFFORDABILITY

INCENTIVES:(SMC 23.45.514; SMC 23.45.516; SMC 23.45.526)

STRUCTURE HEIGHT MEASUREMENT:AVERAGE GRADE LEVEL: +116'-1.25"

*SEE DIAGRAM FOR CALCULATION OF AVERAGE GRADE LEVEL (THIS SHEET).

PROPOSED MAXIMUM STRUCTURE HEIGHT (ABOVE AVERAGE GRADE LEVEL):TO TOP OF ROOF: 69'-1 3/4"TO TOP OF PARAPET: 73'-1 3/4"TO TOP OF ELEVATOR PENTHOUSE: 84'-7 3/4"

STRUCTURE HEIGHTSMC 23.45.514 &STRUCTURE HEIGHTMEASUREMENTSMC 23.45.006

FRONT SETBACK: • 7'-0" AVERAGE; 5'-0" MINIMUM • NO SETBACK REQUIRED IF A COURTYARD ABUTS STREET, AND THE COURTYARD ISMINIMUM 30% WIDTH OF ABUTTING STREET FRONTAGE OR 20', WHICHEVER IS GREATER,AND MINIMUM 20' DEEP MEASURED FROM STREET.

REAR SETBACK: • 10'-0" IF ABUTTING AN ALLEY

DEPARTURE REQUESTED FOR 0'-0" REAR SETBACK* SEE DEPARTURE MATRIX AND DIAGRAM (THIS SHEET).

SIDE SETBACK FROM INTERIOR LOT LINE: • FOR PORTIONS 42'-0" HIGH OR LESS: 7'-0" AVE. SETBACK; 5'-0" MIN. SETBACK • FOR PORTIONS HIGHER THAN 42'-0": 10'-0" AVE. SETBACK; 7'-0" MIN. SETBACK

DEPARTURE REQUESTED FOR:9'-5" AVERAGE SETBACK AT SOUTH PROPERTY LINE ABOVE 42'-0"9'-6" AVERAGE SETBACK AT SOUTH PROPERTY LINE ABOVE 42'-0"* SEE DEPARTURE MATRIX AND DIAGRAM (THIS SHEET).

FENCE HEIGHTS ARE LIMITED TO 6' IN SIDE YARD AND REAR YARDS AND 4' IN FRONT YARDS.

DEPARTURE REQUESTED TO ALLOW FOR A 7' FENCE AT BOTH SIDE YARDS AND A 7' SOLIDWALL AT THE REAR YARD FOR THE TRASH ENCLOSURE.

* SEE DEPARTURE MATRIX AND DIAGRAM (THIS SHEET).

SETBACKREQUIREMENTSSMC 23.45.518B

FENCE HEIGHT ATSIDE PROPERTYLINESMC 23.45.518.J.7

REQUIRED: 5% OF TOTAL GROSS FLOOR AREA OF A STRUCTURE IN RESIDENTIAL USE:

BASEMENT: 5,049 GSFLEVEL 1: 5,364 GSFLEVEL 2: 5,252 GSFLEVEL 3: 5,252 GSFLEVEL 4: 5,252 GSFLEVEL 5: 5,252 GSFLEVEL 6: 5,252 GSFLEVEL 7: 5,252 GSFROOF: 468 GSF42,393 GSF X .05 = 2,120 GSF REQUIRED

GENERAL REQUIREMENTS: • ALL UNITS SHALL HAVE ACCESS TO PRIVATE OR COMMON AMENITY AREA • NO MORE THAN 50% OF THE AMENITY AREA MAY BE ENCLOSED AND THIS ENCLOSED AREASHALL BE PROVIDED AS COMMON AMMENITY AREA • NO MINIMUM HORIZONTAL DIMENSION FOR PRIVATE AMENITY AREAS, EXCEPT 10' AT NON-STREET SIDE LOT LINES.

REQUIREMENTS FOR APARTMENTS, ROWHOUSES, AND TOWNHOUSES: • NO COMMON AMENITY AREA SHALL BE LESS THAN 250 SF IN AREA, AND COMMON

AMENITY AREAS SHALL HAVE A MINIMUM HORIZONTAL DIMENSION OF 10'. • MIN. 50% OF COMMON AMENITY AREA AT GROUND LEVEL SHALL BE LANDSCAPED. • SEATING, LIGHTING, OUTDOOR PROTECTION, ART, SHALL BE PROVIDED. • COMMON AMENITY AREA REQ'D AT GROUND LEVEL WILL BE ACCESSIBLE TO ALL UNITS.

PROVIDED:UNENCLOSED:GROUND LEVEL LANDSCAPE 1,038 GSFROOF TERRACE 1,554 GSFTOTAL 2,592 GSF

2,592 GSF / 42,393 GSF = 6.1% OF GROSS FLOOR AREA

AMENITY AREASMC 23.45.522

GREEN FACTOR SCORE MINIMUM 0.5 REQUIRED.

(SEE SHEET LANDSCAPE DRAWING SHEETS FOR CALCULATION)

LANDSCAPINGREQUIREMENTSSMC 23.45.524

NO PARKING REQUIRED FOR USES IN MULTI-FAMILY ZONES LOCATED IN URBAN CENTERS.BICYCLE LONG-TERM PARKING:

1 PER 4 UNITS102 UNITS/4 = 26 BIKE STALLS REQUIRED

> 30 BIKE STALLS PROVIDED

REQUIRED PARKINGSMC 23.49.019

MORE THAN 100 UNITS • 575 SF PLUS 4 SF FOR EACH ADDITIONAL UNIT ABOVE 100 • MIN. STORAGE AREA MAY BE REDUCED 15% IF MIN. HORIZONTAL DIM. IS 20'-0"

REQUIRED FOR 102 UNITS: 575 SF + (2 x 4 SF) = 583 SF x .85% = 496 SFPROVIDED: 450 SF

*SEE LETTER FROM SPU - DATED JUNE 1, 2012 (THIS SHEET)

SOLID WASTE &RECYCLABLEMATERIALS STORAGE& ACCESSSMC 23.45.040

MR ZONING CODE REQUIREMENT PROPOSED DEPARTURE AMOUNT REASON FOR DEPARTURE DESIGN REVIEW GUIDELINES

#1REAR SETBACKSMC 23.45.518B

#2SIDE SETBACKSSMC 23.45.518B

#3FENCE HEIGHTAT SIDEPROPERTY LINESMC 23.45.518.J.7

10'-0" min. from rear alley property line

7'-0" avg / 5'-0" min. below 42'-0"10'-0" avg / 7'-0" min. above 42'-0"

Fence heights are limited to 6' inside yard and rear yards and 4' infront yards.

0'-0"

• 9'-6" setback average at northproperty line above 42'-0"

• 9'-5" setback average at southproperty line above 42'-0"

Allow a 7' fence at both side yards,constructed from painted tube steelframe and open mesh inset panels,to provide an added sense ofsecurity. At the rear of the propertywhere the trash enclosure islocated, allow a 7' high solid wall,topped by a fabric canopy extending2' above the top of the wall toprovide complete screening of thetrash area.

1'-0" of additional fence height.

• 6" less avg side setback fornorth side above 42'-0"

• 7" less avg side setback forsouth side above 42'-0"

10'-0" To protect two significant trees at the front of the property, the building hasbeen located 15 feet off the front property line when the code requirement is a7 feet average minimum. As a result, the volume of the project has beenshifted to align with the edge of the alley as is consistent with the dormitorybuildings on the adjacent parcels to the south. The building volume is massedto provide the best site layout configuration and unit plans. This isaccomplished by utilizing the entire rear setback of the building while notmaximizing either the side or front setbacks. This site layout also allows thebuilding to concentrate open space at the front of the site where it is mostattractive and usable.

The code compliant side setbacks result in narrow side yards and an awkwardstep in the volume above the 42 feet height limit that is in contrast to the flat,unstepped facade of the adjacent dormitory building. The alternative schemerequiring departures provides more generous side setbacks than the codecompliant alternative. This serves to provide greater separation between adjacentbuildings and reduces the bulk of the project on the site. As with the rear setback,the project objective is to make the best use of the site and the buildingconfiguration by shaping the building in such a way that responds to siteconditions and adjacent properties.

The intent of the design is to create a visually open fence - a painted tube steel framesupporting an inset open mesh with small enough spacing to prevent getting a toe-hold.Raising the height of the fence to 7' from 6' would make climbing the fence more difficult,while the open mesh would maintain a visual connection. Planting along both side propertylines would add to the sense of screening and privacy while not completely removing thevisual connection from on-site to off-site.

At the rear of the building along the alley, a 7' high CMU wall would be constructed alongthe side and rear property lines at the trash enclosure. The adjacent apartment building tothe north currently has their dumpsters located adjacent to the proposed location of thissolid wall. The wall would be topped by a draped fabric canopy, extending 2' above the topof the wall, to obscure the view of the enclosure from above. 23.45.518j.7.b allows for anadditional 2' for "architectural features such as arbors or trellises on the top of a fence ispermitted, if the architectural features are predominantly open".

A-2 StreetscapeA-7 Open SpaceB-1 Hght, Bulk, ScaleD-1 Pedestrian SpaceE-2 LandscapingE-3 Special Site Conditions

A-2 StreetscapeA-7 Open SpaceB-1 Hght, Bulk, Scale

A-3 EntrancesC-4 Finish MaterialsD-6 Screening of DumpstersE-2 Landscaping

BONUS FLOORAREA FORAFFORDABLEHOUSINGSMC 23.58A.014

ROOF TERRACE1,554 SF

AMENITY AREAREQUIRED: 5% OF GROSS FLOOR AREA

OF RESIDENTIAL USE = 42,393 42,393 X .05 = 2,120 GSF REQUIRED

PROVIDED:

UNENCLOSED:GROUND LEVEL: PLANTINGS / SEATING 1,038 SFROOF LEVEL: TERRACE 1,554 SFTOTAL UNENCLOSED 2,592 SF

TOTAL AMENITY AREA PROVIDED:

2,592 SF / 42,393 SF = 6.1% GROSS FLOOR AREA

66' -

0" c

87' - 0" d

66' -

0" c

87' - 0" b

MIDPOINT: EXISTING GRADE (B)+118.25'

LINE OFENCLOSINGRECTANGLE

MIDPOINTELEVATION:A = 116'B = 118.25'C = 115'D = 114.88'

RECTANGLELENGTH:a = 66'b = 87'c = 66'd = 66'

(116' x 66') + (118.25' x 87') + (115 x 66') + (114.88 x 87)66 + 87 + 66 + 87

35528.31 / 306 = 116.10'

AVERAGE GRADE LEVEL = 116.10' OR 116'-1.25"

MIDPOINT: EXISTING GRADE (A)+116'

MIDPOINT: EXISTING GRADE (C)+115'

MIDPOINT: EXISTING GRADE (D)+114.88'

841 SF / 87' = 9'-6" AVERAGE86' - 7"

PROPERTY LINE

AWNING

841 SF

SIDE SETBACK:PROPOSED MIN BELOW 42'-0": 7'-0"PROPOSED MIN ABOVE 42'-0": 7'-0"PROPOSED AVG AT NORTH PROPERTY LINE: 9'-6"

REAR SETBACK:10'-0" MIN REQUIREDDEPARTURE REQUEST:0'-0" PROVIDED

SIDE SETBACK:PROPOSED MIN BELOW 42'-0": 7'-0"PROPOSED MIN ABOVE 42'-0": 7'-0"PROPOSED AVG AT SOUTH PROPERTY LINE: 9'-5"

829 SF

OUTLINE OFPROPOSED BUILDING

FRONT SETBACK:15'-0" PROVIDED



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SCALE: 1" = 30'-0"AMENITY AREA1

LEVEL 1 ROOF

SCALE: 1/16" = 1'-0"DIAGRAM: AVERAGE GRADE LEVEL4 SCALE: 1/16" = 1'-0"

DIAGRAM: SETBACKS5

1 MUP CORRECTION 09.10.123 BP CORRECTION 02.28.134 BP CORRECTION 2 04.24.13

SEE SHEET A0.0 FOR A LIST OF APPLICABLE CODES

BUILDING CODE ANALYSIS

BUILDING CODE:

APARTMENT UNITS (RESIDENTIAL)

5 STORIES TYPE VA OVER2 STORIES TYPE 1A OVER1 BASEMENT TYPE 1A

R-2: APARTMENTSS-2: BIKE STORAGE AND UTILITYA: ASSEMBLY (ROOF DECK)

PROPOSED USE:

CONSTRUCTION:

THIS BUILDING WILL COMPLY WITH SBC 509.2 SUCH THAT THE FIRST STORY ABOVE GRADE WILL BE CONSIDERED A SEPARATEBUILDING FROM THE UPPER LEVELS, PROVIDED THAT ALL CONDITIONS ARE MET, INCLUDING THE REQUIREMENT THAT THEBUILDINGS ARE SEARATED WITH A HORIZONTAL ASSEMBLY HAVING A MINIMUM 3-HOUR FIRE-RESISTANCE RATING AND THEFIRST LEVEL IS OF TYPE 1 CONSTRUCTION.

BUILDINGOCCUPANCY:(SBC CH. 3)

TYPE IA HEIGHT & STORIES HEIGHT STORIESGROUP S-2 OC: ALLOWED UNLIMITED UNLIMITED

PROPOSED 9'-2" BASEMENT

GROUP R-2 OCC: ALLOWED UNLIMITED UNLIMITED PROPOSED 28'-4" BASEMENT + 2 STORIES

TYPE VA HEIGHT & STORIES HEIGHT STORIESGROUP R-2 OCC: ALLOWED 50' HEIGHT 4 STORIES

70' HEIGHT 5 STORIES SBC 504.2 SPRINKLER INCREASEPROPOSED 47'-11" 5 STORIES

BUILDING HEIGHT: PROPOSED 69'-1 3/4" MAX HEIGHT (PER SBC 502.1)

PER INTERPRETATION I 503A, THE UNENCLOSED AND UNCOVERED ROOF DECK SHALL NOT BECONSIDERED A STORY FOR THE PURPOSE OF DETERMINING THE NUMBER OF STORIES IN A BUILDING.

AREA CALCULATIONTYPE 1A AREA: GROUP S-2 GROUP R-2TABLE 503 LIMIT UNLIMITED UNLIMITEDPROPOSED MAX FLOORAREA/STORY 2,181 SF 3,178 SF @ BASEMENT + 5,369 SF @ L1 + 5,248 SF @ L2

AREA CALCULATIONTYPE VA AREA: GROUP R-2TABLE 503 LIMIT 12,000 SFSPRINKLER INCREASE PER 506.3 24,000 SFALLOWABLE AREA PER FLOOR 36,000 SFSTORY MULTIPLIER PER 506.4 X3MAX BUILDING AREA 108,000 SFPROPOSED MAX FLOORAREA/STORY 5,248 SF @ L3-L7 + 671 SF @ ROOFPROPOSED MULTI-STORY BUILDING AREA 42,887 SF

GENERAL BUILDINGHEIGHTS & AREAS:(SBC CH.5)TABLE 503

OCCUPANCY R S-2S-2 (SPRINKLERED) 1 HOUR NO REQUIREMENTR (SPRINKLERED) NO REQUIREMENT 1 HOUR

1 HOUR 1 HOUR

* REQUIRED SEPARATIONS SHALL BE FIRE BARRIERS CONSTRUCTED IN ACCORDANCE WITH SBC707 OR HORIZONTAL ASSEMBLIES CONSTRUCTED IN ACCORDANCE WITH SBC 712.1, OR BOTH SOAS TO COMPLETELY SEPARATE ADJACENT OCCUPANCIES.

REQUIREDSEPARATION OFOCCUPANCIES:TABLE 508.4

THIS BUILDING WILL COMPLY WITH EXCEPTION 1016.1.3 SUCH THAT A MAXIMUM 0F 50% OF THE EXITSIS PERMITTED TO BE MEASURED FROM THE MOST REMOTE POINT WITHIN A BUILDING TO AN EXITUSING UNENCLOSED EXIT ACCESS STAIRWAYS WHEN CONNECTING A MAXIMUM OF TWO STORIESPROVIDED THAT THE TWO CONNECTED STORIES SHALL BE PROVIDED WITH AT LEAST TWO MEANSOF EGRESS AND SHALL NOT BE OPEN TO OTHER STORIES.

THE AREA OF REFUGE IS NOT REQUIRED AT EXIT STAIRWAYS IN BUILDINGS EQUIPPED THROUGHOUTWITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR903.3.1.2 OR IN GROUP R-2 OCCUPANCIES.

DEAD END CORRIDOR = 50' PER SMC 1018.4.2

MEANS OFEGRESS:(SBC CH.10)

WHERE THE PORTION OF THE BUILDING BELOW THE 3 HOUR HORIZONTAL ASSEMBLY HAS 2'STORIES ABOVE GRADE PLANE,' 'EXIT ENCLOSURES' SHALL BE PRESSURIZED.

* ONLY 1 'STORY ABOVE GRADE PLANE' BELOW THE 3-HOUR HORIZONTAL ASSEMBLY - NO 'EXIT ENCLOSURE' PRESSURIZATION REQUIRED.

HORIZONTAL BLDGSEPARATIONALLOWANCE:TABLE 509.2

FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS

BUILDING ELEMENT TYPE 1A TYPE VAPRIMARY STRUCTURAL FRAME 3 HOUR 1 HOURINTERIOR/EXTERIOR BEARING WALLS 3 HOUR 1 HOUREXTERIOR NON-BEARING WALLS SEE TABLE 602 1 HOURINTERIOR NON-BEARING WALLS 0 HOUR 0 HOURFLOOR CONSTRUCTION 2 HOUR 1 HOURROOF CONSTRUCTION 1.5 HOUR 1 HOUR

CONSTRUCTIONTYPES:(SBC CH.6)TABLE 601

FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATIONDISTANCE

FIRE SEPARATION TYPE 1A TYPE VADISTANCE R OCCUPANCY R OCCUPANCY< 5' 1 HOUR 1 HOUR> 5' & < 10' 1 HOUR 1 HOUR> 10' & < 30' 1 HOUR 1 HOUR>30' 0 HOUR 0 HOUR

* THE REQUIRED FIRE RESISTANCE RATING OF EXTERIOR WALLS WITH A FIRE SEPARATION OFGREATER THAN TEN FEET SHALL BE RATED FOR EXPOSURE TO FIRE FROM THE INSIDE ONLY PER SBC705.5. FIRE SEPARATION DISTANCE IS THE DISTANCE FROM THE BUILDING FACE TO ONE OF THEFOLLOWING: THE CLOSEST INTERIOR LOT LINE, THE OPPOSITE SIDE OF A STREET, OR AN IMAGINARYLINE BETWEEN TWO BUILDINGS ON A PEOPERTY.

TABLE 602

ALL ASSEMBLIES SHALL MEET THE SBC REQUIREMENTS OR UL APPROVED TEST EQUIVALENT OF THEREQUIRED FIRE-RESISTIVE-RATING. SEE ASSEMBLY SCHEDULES FOR TESTING INFORMATION (SHEETSA10.00, A10.01 & A10.02)

RATED CONSTRUCTION REQUIREMETNS BY OCCUPANCYSBC 420.2 WALLS SEPARATING DWELLING UNITS 1 HOUR FIRE PARTITIONSBC 420.3 FLOOR ASSEMBLIES SEPARATING DWELLING UNITS 1 HOUR HORIZONTAL ASSEMBLYSBC 425.6 TRANSFORMER VAULT WALLS, FLOORS & CEILINGS 3 HOUR

RATED CONSTRUCTION REQUIREMENTS BY LOCATIONSBC 509.2 HORIZONTAL ASSEMBLY SEPARATING TYPE 1A 3 HOUR HORIZONTAL ASSEMBLY

AND TYPE VA CONSTRUCTIONSBC 509.2 SHAFT/STAIRWAY ENCLOSURES PENETRATING THRU 2 HOUR FIRE-RESISTANCE RATING

3 HOUR HORIZONTAL ASSEMBLYSBC 708.4 SHAFT ENCLOSURES CONNECTING MORE 2 HOUR FIRE BARRIER

THAN 4 STORIESSBC 708.4 SHAFT ENCLOSURES CONNECTING 4 1 HOUR FIRE BARRIER

STORIES AND FEWER

RATED CONSTRUCTION REQUIREMENTS FOR EXIT COMPONENTSSBC 1018.1 CORRIDORS - R OCCUPANCY (MOST RESTRICTIVE) 1 HOUR FIRE PARTITIONSBC 1022.1 EXIT ENCLOSURE CONNECTING MORE THAN 4 STORIES2 HOUR FIRE BARRIERSBC 1022.1 EXIT ENCLOSURE CONNECTING 4 OR LESS STORIES 1 HOUR FIRE BARRIERSBC 1023.3 EXIT PASSAGEWAYS (MATCH CONNECTING EXIT ENCL.)1 HOUR FIRE BARRIER MIN

FIRE-RESISTANCERATEDCONSTRUCTION:(SBC CH. 7)

STAIR A LEVEL FUNCTION LOAD FACTORPER OCCUPANT

OCCUPANTLOAD

55

55

55

55

55

RF

L6

L5

L4

L3

15 SF/OCC

200 SF/OCC

200 SF/OCC

200 SF/OCC

200 SF/OCC

200 SF/OCC

ASSEMBLY/UNCONCENTRATED

R-2

TOTAL THIS LEVEL

RESIDENTIAL

RESIDENTIAL

RESIDENTIAL

RESIDENTIAL

28

28

28

28

107

3

110

STAIR B

55

55

55

55

55

55

68

13

L2

L1

B1

200 SF/OCC

200 SF/OCC

200 SF/OCC

200 SF/OCC

200 SF/OCC

RESIDENTIAL

RESIDENTIAL

TOTAL THIS LEVEL

RESIDENTIAL

STORAGE/XFRMR

BIKE PARKING

TOTAL THIS LEVEL

55

67

12

3-HR SEPARATION

55

14

14

14

14

55

14

14

14

14

14

15

13

28

29

29

14

14

12

15

7

3

25

LEVELOF DISCHARGE

LEVELOF DISCHARGE

BUILDING CODE ANALYSIS KEY

3-HR ASSEMBLY

2-HR ASSEMBLY

1-HR ASSEMBLY

NOTE: SEE DIAGRAMS FOR ASSEMBLY TYPE,SUCH AS EXTERIOR WALL, FIREWALL, ETC.



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SCALE: 1" = 1'-0"DIAGRAM: OCCUPANCY CALCULATIONS1

3 BP CORRECTION 02.28.13

UP

1-HR EXTERIORWALL RATED FOR

EXPOSURE TOFIRE FROM THE

INSIDE ONLY

1-HR EXTERIORWALL RATED FOREXPOSURE TO FIREFROM BOTH SIDES

3-HR EXTERIORFIRE WALL

@ STAIR TOWER

2-HR FIRE WALL@ ELEVATOR

(SHAFT ENCLOSURE)

1-HR FIRE PARTITIONSEPARATION

BTWN R-2 AND B

1-HR FIRE PARTITIONBTWN UNITS, TYP.

LEVEL 1

1-HR EXTERIORWALL RATED FOREXPOSURE TOFIRE FROM BOTHSIDES

1-HR EXTERIORWALL RATEDFOR EXPOSURETO FIRE FROMTHE INSIDE ONLY

1-HR FIREPARTITION @CORRIDORWALLS, TYP.

SEPARATIONDISTANCEBTWN EXITS= 75'-0"

2-HR EXTERIORFIRE WALL@ STAIR TOWER

REFUSE/RECYCLE

R-2

305 SF2 OCC.

(ACCESSORY)

R-2285 SF2 OCC.

R-2292 SF2 OCC.

R-2296 SF2 OCC.

R-2292 SF2 OCC.

R-2292 SF2 OCC.

R-2290 SF2 OCC.

R-2292 SF2 OCC.

R-2351 SF2 OCC.

R-2321 SF2 OCC.

R-2312 SF2 OCC.

R-2323 SF2 OCC.

LOBBYR-2

650 SF4 OCC.

LONGEST COMMONPATH OF EGRESSTRAVEL DISTANCE = 55'-5" (MAX 125' ALLWED INR-2 OCCUPANCY)

48' - 3 3/4"

EXITDISCHARGE

STAIRA

STAIR B

ELEV.

1/3" = 36'-0" M

IN. REQ'D SEPARATION

106' - 3"

3-HR RATEDTRANSFORMEREXHAUST SHAFT

EXITDISCHARGE



INSIDE ONLY



@ STAIR TOWER


(SHAFT ENCLOSURE)


1-HR EXTERIORWALL RATEDFOR EXPOSURETO FIRE FROMBOTH SIDES



1-HR EXTERIORWALL RATEDFOR EXPOSURETO FIRE FROMTHE INSIDEONLY



R-2292 SF2 OCC.

R-2292 SF2 OCC.

R-2296 SF2 OCC.

R-2293 SF2 OCC.

R-2293 SF2 OCC.

R-2290 SF2 OCC.

R-2293 SF2 OCC.

R-2351 SF2 OCC.

R-2321 SF2 OCC.

R-2312 SF2 OCC.

R-2313 SF2 OCC.


R-2350 SF2 OCC. R-2

313 SF2 OCC.

R-2322 SF2 OCC.

LEVEL 3-7

48' - 10 1/4"

STAIRA

STAIR B

ELEV.

1/3" = 36'-0" M


106' - 3"




INSIDE ONLY



(SHAFT ENCLOSURE)


1-HR EXTERIORWALL RATEDFOR EXPOSURETO FIRE FROMBOTH SIDES





R-2292 SF2 OCC.

R-2292 SF2 OCC.

R-2296 SF2 OCC.

R-2321 SF2 OCC.

R-2312 SF2 OCC.

R-2313 SF2 OCC.


R-2350 SF2 OCC.

R-2313 SF2 OCC.

R-2322 SF2 OCC.

LEVEL 2

48' - 5 1/2"

R-2293 SF2 OCC.

R-2293 SF2 OCC.

R-2290 SF2 OCC.

R-2293 SF2 OCC.

R-2351 SF2 OCC.


@ STAIR TOWER


STAIRA

STAIR B

ELEV.


1/3" = 36'-0" M


106' - 3"



INSIDE ONLY


3-HR FIRE WALL@ STAIR TOWER


(SHAFT ENCLOSURE)

1-HR FIRE PARTITIONSEPARATION BTWN

S-2 & R-2


1-HR EXTERIORWALL RATED FOREXPOSURE TOFIRE FROM BOTHSIDES






1-HR FIREPARTITION OCC.

SEPARATIONBTWN S-2 & R-2

3-HR FIRE WALL(TRANSFORMER

ROOM)

R-2293 SF2 OCC.

R-2293 SF2 OCC.

R-2286 SF2 OCC.

R-2293 SF2 OCC.

R-2351 SF2 OCC. R-2

321 SF2 OCC.

R-2313 SF2 OCC.

BIKE STORAGES-2

639 SF3 OCC.

TENANTSTORAGE

S-2384 SF2 OCC.

TRANSFORMERACCESS WELL

S-2203 SF

1 OCC.

TRANSFORMERROOM

S-2355 SF2 OCC.

LEVEL B1

MTR RM R-2131SF1

OCC.

TELECOMR-2

54 SF1 OCC.

SPRINKLERRISER ROOM

R-2114 SF1 OCC.

2-HR FIRE WALL@ STAIR TOWER

1-HR FIRE PARTITIONSEPARATION BTWN

S-2 & R-2

STAIRA

STAIR B

ELEV.

1/3 = 35'-6" MIN. R

EQ'D. SEPARATION

106' - 4 1/4"

49' - 3"1/3 = 27'-0" MIN. REQ'D SEPARATION

80' - 6"

BOILERR-2

123 SF1 OCC.

(ACCESSORY)

MECHR-2

50 SF1 OCC.

(ACCESSORY)

A-31604 SF

107 OCC.

R-2192 SF1 OCC.

ROOF

ELEV. 2-HR FIREBARRIER @ELEVATORTOWER(SHAFTENCLOSURE)

SEPARATIONDISTANCE BTWNEXITS = 109'-0"

RATED WALL KEY

1-HR WALL

2-HR WALL

3-HR WALL

PATH OF EGRESS



www.nkarch.com



REVISIONS

ISSUANCE

#


A0.4

115205.22.2013

AMMG1152_TRIAD 12TH

BUILDING CODE -ANALYSIS +DIAGRAMS

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 1/16" = 1'-0"DIAGRAM: OCCUPANCIES, AREAS, EXITING & FIRE SEPARATIONS1

3 BP CORRECTION 02.28.134 BP CORRECTION 2 04.24.13

UP

UP

UP

A3.01

A3.0

A3.1

A3.1

1

2

2

1A4.0

1A4.0

2A4.0

2A4.0

B16TRANSFORMER VAULT

B13STUDIO

UNIT C.1 ON A5.3

B12STUDIO

UNIT B.1 ON A5.2

B11STUDIO

UNIT B.1 ON A5.2

B10STUDIO

UNIT B.1 ON A5.2 B09STUDIO

UNIT B.4 ON A5.2

B08STUDIO

UNIT A.3 ON A5.1

B07STUDIO

UNIT A.2 ON A5.1

B06

BICYCLEPARKING

B17

TENANTSTORAGE

B00STAIR A

B02ELEV

B01STAIR B

10' -

0"

10' -

0"

2' -

11"

B03CORR.

T.O. SLABELEV:

PATIO PATIO PATIO PATIO PATIO

012

010

004

001

009

D

D

005

C1

C1C1

C2C2C2

C1C1

C1

C1

C1 B6

B6

C2

C2

A7.12

5

5

AA

BB

C C

D D

E

E

F F

6

62

2

A7.23

1

1

3

3

4

4

86' - 2"

2A-FE

CANOPY ABOVE

74' -

10"

57' - 2" 5' - 3" 8' - 3" 15' - 6" 5' - 0"

5' -

11"

12' -

11"

13' -

1"

36' -

3"

3' -

0"

3A8.0

1A8.0

2A8.0

A7.01

EXIT

EXIT

EXIT

EXIT

U5 LL U5U5 LLU5

2' - 5"

2' -

2"

2' -

2"

B04

SPRINKLERROOM

WINDOWWELL

5'-0

" CLR

.

5'-0" CLR.

B18METER

24' - 6" 24' - 1" 13' - 10" 14' - 9" 9' - 0"

18' - 1" 6' - 9" 14' - 1" 9' - 8" 8' - 9" 5' - 1"

3' -

11"

19' -

1"

7' -

2"12

' - 1

0"6'

- 0"

17' -

2"

8' -

8"

1' - 5 3/4"

13' - 8" 10' - 10" 10' - 10" 10' - 10" 11' - 0"

1' -

0"

2' -

11"

B05TELECOM

106' - 1"

16' -

11"

15' -

1"

23' -

4"

6' -

10"

3' -

6"

T.O. SLABELEV:

109' - 1"

109' - 1"T.O. SLABELEV:

109' - 1"T.O. PATIOELEV:

002

006

R

A5.41

C2C2

C3

C1

C1

C2

C3

C2

C1

C2

B4

B4 B4 B4

C2

B4

B1B1

B6

C2

C2C2

B4

C2

B3

008

B3003

011

15' -

7"

23' - 6"

A9.79

1' - 6"

B6

SHAFTABOVE

C1

L U5

115' - 6"T.O. WALLELEV.

C2C2

B6

12' -

0"

A9.715

A9.113

B14

TRANSFORMERVESTIBULE


4A5.4

5A5.4

4A8.0

B6

DN

A 3.1

1

A 3.0

A 3.0

A 3.1 2

AFFORDABLEHOUSING UNIT

A9.21

4' - 10"

12" MIN

007

7' -

5"

B15


SLOPE SLAB 1/8" PER FT. MIN.

SLOPE SLAB1/8" PER FT. MIN.

A9.112

PROVIDE CONCRETEWALLS W/ LID TO HOUSEMECH. INTAKE + LOUVERPER SHEET M2.1

WALL TYPE + SOFFIT KEY

2-HR FIRE-RATED WALL

CONCRETE WALL

CMU WALL

STEEL OR WOOD STUD WALL

SOFFIT/LOWERED CEILING

SOFFIT/LOWERED CEILING @CONCRETE CEILING ONLY

INSULATE PERIMITER CONCRETECOLUMNS PER DETAIL

GENERAL FLOOR PLAN NOTES:

• NICHOLSON KOVALCHICK ARCHITECTS


www.nkarch.com



REVISIONS

ISSUANCE

#


A2.0

115205.22.2013

SL, AMMG1152_TRIAD 12TH

FLOOR PLAN -BASEMENT

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 1/8" = 1'-0"LEVEL B11

NORTH

UNIT AREAS - LEVEL B1UNIT NET SF GROSS SF

B07 271 SF 313B08 246 SF 310B09 252 SF 300B10 258 SF 295B11 258 SF 295B12 258 SF 295B13 269 SF 339 1 MUP CORRECTION 09.10.12


5

5

AA

BB

C C

D D

EE

F F

6

62

21

1

3

3

4

4

2' -

11"

T.O. SLABELEV:

86' - 2"

74' -

10"

57' - 2" 5' - 3" 8' - 3" 15' - 6" 5' - 0"

5' -

11"

3' -

0"

2' - 5"

3' -

5"

2' -

2"

2' -

2"

WIN

DO

W W

ELL

24' - 6" 24' - 1" 13' - 10" 14' - 9" 9' - 0"

18' - 1" 8' - 9"

3' -

11"

19' -

1"

7' -

2"12

' - 1

0"6'

- 0"

17' -

2"

8' -

8"

7' -

6"8'

- 5"

1' -

3"

1' -

0"2'

- 11

"106' - 1"

23' -

4"

6' -

10"

T.O. SLABELEV:

109' - 1"


109' - 1"T.O. PATIOELEV:

T.O. STAIRELEV. 114' - 9"

115' - 6"T.O. WALLELEV:


1' - 6"

1' - 7"

TRANSFORMERACCESS HATCH

ABOVE

1' - 3" 3' - 0" 2' - 10"

T.O. SILLELEV:

3' - 0"2' - 10"

3' - 8" 4' - 3"2' - 10"

3' - 0"1' - 8"

3' - 0"

T.O. SILLELEV:

T.O. SILLELEV:

1' - 4"2' - 10"3' - 0"

3' -

10"

9' - 5"7"

3' -

8"

4' -

0"

20' -

0"

3' -

4"

-

-

111' - 3"111' - 3" 111' - 3"111' - 3"111' - 3"

16' -

1"

8' - 9"



www.nkarch.com



REVISIONS

ISSUANCE

#


A2.0S

115205.22.2013

AuthorChecker1152_TRIAD 12TH

SLAB PLAN -BASEMENT

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 1/8" = 1'-0"LEVEL B1 - SLAB1

UP

UP

A3.01

A3.0

A3.1

A3.1

1

2

2

1A4.0

1A4.0

2A4.0

2A4.0

113STUDIO

UNIT C.1 ON A5.3

112STUDIO

UNIT B.1 ON A5.2

111STUDIO

UNIT B.1 ON A5.2

110STUDIO

UNIT B.1 ON A5.2 109STUDIO

UNIT B.4 ON A5.2

108STUDIO

UNIT A.3 ON A5.1

107LOBBY

UNIT A.2 ON A5.1

115STUDIO

UNIT B.3 ON A5.2

100STAIR A

102ELEV

106STUDIO

UNIT A.2 ON A5.1

116STUDIO


UNIT B.5 ON A5.369

' - 6

"

118LOBBY

114

REFUSE/RECYCLING

AREA

24' - 6" 24' - 1" 13' - 10" 14' - 9" 9' - 0"

101STAIR B

103CORR.

BLD

G.

EXIT

FIN. GRADEELEV: 116'-8 1/2"

118' - 3"T.O. SLABELEV.


6' -

10"

23' -

4"

16' -

1"

10' -

4"

19' -

9"

PATIO PATIO PATIO PATIO PATIO

10' -

0"

10' -

0"

WIN

DO

W W

ELL

BEL

OW

12TH

AVE

NU

E N

E

ALLE

Y


DECORATIVEPROJECTINGBUILDING FINSABOVE

DECORATIVEPROJECTING

BUILDING FINSABOVE

106

107

FF F

A

H

H

H

120BATH

119

CONCIERGEOFFICE

104

B6

26' -

2"

12' -

10"

13' -

4"

12' -

11"

A7.13

86' - 2"

5

5

AA

BB

C C

D D

E

E

F F

6

62

2

A7.24

100

1

1

3

3

4

4

2A-FE

BLDG.ENTRY

CANOPYBELOW

METALGATE

DECORATIVE METALSECURITY GATE

DECORATIVEMETAL GATE

7' SCREEN FENCE @PROPERTY LINE


7' SCREENFENCE @PROPERTYLINE

A5.01

3A8.0

1A8.0

2A8.0

C4

C1C1

EXIT

EXIT

EXIT

EXIT

EXIT

L L L

E.1

U5 U5 U5 MAILBOXES

1' - 7"

7' -

6"

7' -

3"3'

- 5"

10' -

2"

17' -

2"

6' -

0"12

' - 1

0"7'

- 2"

19' -

1"

5'-0

" CLR

.

5'-0" CLR.

57' - 2" 5' - 3" 23' - 9"

13' - 8" 10' - 10" 10' - 10" 10' - 10" 11' - 0"

18' - 1" 7' - 11" 10' - 10" 11' - 9" 8' - 1" 5' - 9" 15' - 9" 8' - 0"

118' - 3"T.O. F.F.ELEV:

VESTIBULE

103

105

5'-0" CLR.

Q

P

L

M

OC2C2

C1

B4 B4 B4 B4

C2C2C2

E4

B4

B4

B4

B3

B6

C2C2

C1C1

C2 C2

C2

B4 B4 C2 C2C2

E4

E4

AWNINGABOVE(SBO)

A9.79

UP

UP

EXITDISCHARGE

8 CUBIC YARDDUMPSTER




116' - 9"T.O. SLAB @ LANDINGELEV:

B6

A9.715

39' -

9"

25' -

6"


5' - 0" 5' - 0" 5' - 0" 5' - 0"

4A5.4

5A5.4

F

7' SCREEN FENCE@ PROPERTY LINE

C1

4A8.0

BENCH PERLANDSCAPE DRAWINGS

BENCH

A 3.1

1

A 3.0

A 3.1 2


A9.21

42" GUARDRAIL

42" GUARDRAIL

EXIT N

101102

5

A9.0

A9.22

A9.411

4

A9.0

A9.112

A9.113

A6.01

MECH.WELL

MECH.WINDOWWELL

2' - 8"

2' -

8" 12"

11' - 1" 2' - 8" 10' - 2"

2' -

8"

PROVIDE CONCRETEWALLS W/ LID TO HOUSEMECH. INTAKE + LOUVER

PER SHEET M2.1

1 HR. RATEDCEILING BELOW

PLUMBING PIPES

U

MAILBOXES

AFFORDABLE HOUSING REQ'D: 1,080 GSFAFFORDABLE HOUSING TABLE

LEVEL B1 UNIT B08 246 NSF 310 GSF

LEVEL 1 UNIT 117 255 NSF 314 GSF



AFFORDABLE HOUSING PROVIDED: 1,029 NSF; 1,262 GSF



CONCRETE WALL

CMU WALL






•



www.nkarch.com



REVISIONS

ISSUANCE

#


A2.1

115205.22.2013


FLOOR PLAN -LEVEL 1

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

NORTH

SCALE: 1/8" = 1'-0"LEVEL 1 (TYPE 1A)1

UNIT AREAS - LEVEL 1UNIT NET SF GROSS SF

106 277 SF 325108 259 SF 317109 249 SF 300110 255 SF 294111 255 SF 294112 255 SF 294113 266 SF 339115 247 SF 305116 257 SF 294117 253 SF 314

1 MUP CORRECTION 09.10.122 MUP CORRECTION 2 01.21.133 BP CORRECTION 02.28.134 BP CORRECTION 2 04.24.13

5

5

AA

BB

C C

D D

E

E

F F

6

62

21

1

3

3

4

4

69' -

6"

24' - 6" 24' - 1" 13' - 10" 14' - 9" 9' - 0"

116' - 9"FIN. GRADEELEV:

118' - 3"T.O. SLABELEV.


2' -

11"

23' -

4"

36' -

0"

WIN

DO

W W

ELL

BEL

OW

12TH

AVE

NU

E N

E


26' -

2"

12' -

10"

86' - 2"

1' - 7"

3' -

1"4'

- 0"

2' -

11"

2' -

2"3'

- 0"

10' -

2"

17' -

2"

6' -

0"12

' - 1

0"7'

- 2"

19' -

1"

57' - 2" 5' - 3" 23' - 9"

18' - 1" 23' - 9"

118' - 3"T.O. F.F.ELEV:

T.O. WALLELEV:

9' -

0"

8' - 5"

ELEVATOR SHAFT

TRANSFORMEREXHAUST SHAFT

TRANSFORMERINTAKE SHAFT

119' - 1"119' - 1"T.O. SILLELEV:

119' - 1"119' - 1"T.O. SILLELEV:

1' - 6"

7' -

3"

120' - 2"

118' - 8"

T.O. CURBELEV:

T.O. CURBELEV:

2' - 5"

4' -

0"

118' - 10"

12"

24' -

6"

8"12

"

2' -

5"16

' - 1

0 1/

4"

3' - 7"

2' - 9"


ABOVE2' - 10" 3' - 0"

1' - 6"3' - 0" 2' - 10" 2' - 10" 3' - 0" 1' - 9"

125' - 3"


T.O. WALLELEV: 125' - 3"



www.nkarch.com



REVISIONS

ISSUANCE

#


A2.1S

115205.22.2013


SLAB PLAN - LEVEL 1

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 1/8" = 1'-0"LEVEL 1 (TYPE 1A)1

A3.01

A3.0

A3.1

A3.1

1

2

2

1A4.0

1A4.0

2A4.0

2A4.0

212STUDIO

UNIT B.1 ON A5.2

211STUDIO

UNIT B.1 ON A5.2

210STUDIO


UNIT B.4 ON A5.3

208STUDIO

UNIT A.5 ON A5.1

207STUDIO

UNIT A.2 ON A5.1

215STUDIO

UNIT B.2 ON A5.2

201STAIR B

200STAIR A

202ELEV

204STUDIO

UNIT A.5 ON A5.1

205STUDIO

UNIT A.1 ON A5.1

206STUDIO

UNIT A.2 ON A5.1

216STUDIO

UNIT B.2 ON A5.2217

STUDIOUNIT B.5 ON A5.3214

STUDIOUNIT D.1 ON A5.3

203CORR.

59' -

4"

23' -

4"

15' -

3"

20' -

9"

13' - 8" 10' - 10" 10' - 10" 10' - 10" 11' - 0"

AWNINGBELOW(SBO)

201

200

A

J

J

J

H

H

FA

A

B

A

E.5

E.1

5

5

AA

BB

C C

D D

E

E

F F

6

62

2

A7.25

K K K K

K K K K K

1

1

3

3

4

4

2A-FE

213STUDIO

UNIT C.2 ON A5.3

A7.14

3A8.0

1A8.0

2A8.0

EXIT

EXIT

EXIT

EXIT

24' - 6" 24' - 1" 13' - 10" 14' - 9" 9' - 0"

1' - 6"

17' -

2"

6' -

0"12

' - 1

0"7'

- 2"

19' -

1"

5'-0" CLR.

5'-0

" CLR

.

5'-0" CLR.

57' - 2" 5' - 3" 23' - 9"

65' -

2"

86' - 2"

13' -

1"

12' -

11"

13' -

0"

13' -

1"

13' -

1"

48' - 7" 23' - 9"

15' - 2" 10' - 10" 10' - 10" 11' - 9" 8' - 1" 5' - 9"

2' -

11"

128' - 3"T.O. F.F.ELEV:

B4 B4B4

E4

E4

E4

B4B4

B4 B4

C2E4

E4

E4

E4

C2

C1

B6

B6

B3

B6B6

E4

E4E4E4

E4

E4

B4

B4

B4

B4

E3

C1

A9.79

5'-0" CLR.

UP

UP

CHASE TERMINATESUNDER LEVEL 3COUNTER. SEE UNITD.2 ON A5.3 FORLEVELS 4-7.

B7

A9.43

A9.715

5A5.4

4A8.0

A 3.1

1

A 3.0

A 3.0

A 3.1 2

A9.21


A9.49

SIM

A9.410

A9.24

A9.113

A9.61

A9.22

1' -

3"

A9.113



CONCRETE WALL

CMU WALL






• NICHOLSON KOVALCHICK ARCHITECTS


www.nkarch.com



REVISIONS

ISSUANCE

#


A2.2

115205.22.2013


FLOOR PLAN -LEVEL 2

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 1/8" = 1'-0"LEVELS 2 (TYPE 1A)1

NORTH

UNIT AREAS - LEVEL 2UNIT NET SF GROSS SF

204 260 SF 319205 274 SF 316206 274 SF 316207 274 SF 316208 257 SF 317209 256 SF 304210 259 SF 296211 259 SF 296212 259 SF 296213 280 SF 346214 257 SF 330215 258 SF 298216 259 SF 296217 254 SF 318


5

5

AA

BB

C C

D D

EE

F F

6

62

21

1

3

3

4

4

24' - 6" 24' - 1" 13' - 10" 14' - 9" 9' - 0"

17' -

2"

6' -

0"12

' - 1

0"7'

- 2"

19' -

1"

86' - 2"

128' - 3"T.O. F.F.ELEV:

C2

57' - 2" 5' - 3" 23' - 9"

65' -

2"

2' -

11"

59' -

4"

2' -

11"

23' -

4"

28' -

11"

3' -

1"4'

- 0"

48' - 5" 4' - 6" 3' - 9" 5' - 9" 23' - 9"

9' -

0"

8' - 5"

ELEVATORSHAFT


4' -

10"

7' -

9"

7' -

8"5'

- 0"

2' -

0"11' -

9"

4' -

4"

4' - 6" 3' - 9"

16' -

0"

2' - 9"



www.nkarch.com



REVISIONS

ISSUANCE

#


A2.2S

115205.22.2013


SLAB PLAN - LEVEL 2

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 1/8" = 1'-0"LEVELS 2 (TYPE 1A)1

A3.01

A3.0

A3.1

A3.1

1

2

2

1A4.0

1A4.0

2A4.0

2A4.0

312STUDIO

UNIT B.1 ON A5.2

311STUDIO

UNIT B.1 ON A5.2

310STUDIO

UNIT B.1 ON A5.2309


308STUDIO

UNIT A.4 ON A5.1

307STUDIO

UNIT A.2 ON A5.1

301STAIR B

300STAIR A

302ELEV

303CORR.

305STUDIO

UNIT A.1 ON A5.1

304STUDIO

UNIT A.4 ON A5.1

306STUDIO

UNIT A.2 ON A5.1

316STUDIO

UNIT B.2 ON A5.2

317STUDIO

UNIT B.6 ON A5.3

314STUDIO

UNIT D.1 ON A5.3

59' -

4"

23' -

4"

15' -

3"

20' -

9"

13' - 8" 10' - 10" 10' - 10" 10' - 10" 11' - 0"

57' - 2" 5' - 3" 23' - 9"

13' -

1"

13' -

1"

13' -

1"

13' -

1"

12' -

11"

7' -

5"

301

300

B

A

E.2

A

J

J

J

J

A

A

E.1

A7.15

5

5

AA

BB

C C

D D

E

E

F F

6

62

2

A7.26

K K K K

K K K K K

1

1

3

3

4

4

2A-FE

313STUDIO

UNIT C.3 ON A5.3

3A8.0

1A8.0

2A8.0

EXIT

EXIT

EXIT

EXIT

5'-0" CLR.

5'-0

" CLR

.

5'-0" CLR.

4' - 10 1/2"

15' - 2" 10' - 10" 10' - 10" 11' - 9" 8' - 1" 5' - 9"

24' - 6" 24' - 1" 13' - 10" 14' - 9" 9' - 0"

86' - 2"

48' - 7" 23' - 9"

19' -

1"

7' -

2"12

' - 1

0"6'

- 0"

17' -

2"

I

E2E2

E1

E1

E2

E2

E2

E1

E2E2

E1

E1

E3

E3E3

A4

A4

A4

A6

A3

A6A6

A5 B8

E3

A5

E3

E3

A6

A6

A3A4 A4 A4 A4

E2E1E2

A4

A4

A4

A4315


UP

UP

A9.44A9.4

10A9.6

1

A9.715

5A5.4

SEE UNIT A.6ON SHEET A5.1FOR UNITS 406+ 706 ONLEVELS 4 + 7

12" M

IN.

12" M

IN.

7' -

2"

4A8.0

A 3.1

1

A 3.0

A 3.0

A 3.1 2

7' -

2"

1' - 2 3/4"

1' - 2 3/4"


317

A9.21

A9.22

A9.23

CHASE TERMINATESUNDER LEVEL 3COUNTER. SEE UNITD.2 ON A5.3 FORLEVELS 4-7.



CONCRETE WALL

CMU WALL






•



www.nkarch.com



REVISIONS

ISSUANCE

#


A2.3

115205.22.2013


FLOOR PLAN -LEVELS 3-7

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

NORTH

SCALE: 1/8" = 1'-0"LEVELS 3-7 (TYPE V)1

UNIT AREAS - LEVELS 3-7UNIT NET SF GROSS SF

LEVEL 3304 274 SF 319305 280 SF 316306 279 SF 316307 279 SF 316308 271 SF 317309 260 SF 304310 261 SF 296311 262 SF 296312 262 SF 296313 294 SF 349314 262 SF 330315 261 SF 298316 261 SF 296317 272 SF 320LEVEL 4404 274 SF 319405 280 SF 316406 264 SF 300407 280 SF 316408 271 SF 316409 261 SF 317410 263 SF 304411 263 SF 296412 263 SF 296413 297 SF 349414 279 SF 330415 261 SF 298416 262 SF 296417 273 SF 320LEVEL 5504 274 SF 319505 281 SF 316506 281 SF 316507 281 SF 316508 271 SF 317509 261 SF 304510 263 SF 296511 263 SF 296512 263 SF 296513 297 SF 349514 279 SF 330515 261 SF 298516 262 SF 296517 273 SF 320LEVEL 6604 274 SF 319605 281 SF 316606 281 SF 316607 281 SF 316608 271 SF 317609 261 SF 304610 263 SF 296611 263 SF 296612 262 SF 296613 297 SF 349614 278 SF 330615 260 SF 298616 263 SF 296617 273 SF 320LEVEL 7704 274 SF 319705 281 SF 316706 279 SF 316707 281 SF 316708 271 SF 317709 261 SF 304710 263 SF 296711 263 SF 296712 262 SF 296713 297 SF 349714 279 SF 330715 260 SF 298716 262 SF 296717 274 SF 320

274 SF

264 SF


5

5

AA

BB

C C

D D

EE

F F

6

62

21

1

3

3

4

4

24' - 6" 24' - 1" 13' - 10" 14' - 9" 9' - 0"

86' - 2"

19' -

1"

7' -

2"12

' - 1

0"6'

- 0"

17' -

2"

2" 48' - 3" 4' - 6" 3' - 9" 5' - 11" 23' - 5" 2"

7' -

6"5'

- 0"

1' -

11"

62' -

3"

0' -

2"35

' - 1

0"23

' - 2

"3'

- 1"

0' - 2"56' - 10" 5' - 7" 23' - 5" 0' - 2"

9' -

0"

8' - 5"8' - 3"

64' -

10"

0' -

2"

2' -

9"

4' -

10"

7' -

9"

11' -

6"


ELEVATOR SHAFT

BASE OFTRANSFORMEREXHAUST OPENINGAT 6" A.F.F.



www.nkarch.com



REVISIONS

ISSUANCE

#


A2.3S

115205.22.2013


SLAB PLAN - LEVEL 3

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 1/8" = 1'-0"LEVELS 3-7 (TYPE V)1

A3.01

A3.0

A3.1

A3.1

1

2

2

1A4.0

1A4.0

2A4.0

2A4.0

R03CONTROL RM.

R04ELEV LOBBY

R00STAIR A

R01STAIR B

7' -

7"12

' - 2

"16

' - 8

"28

' - 1

0"

6' -

8 1/

2"9'

- 11

1/2

"

R05

MECH.ROOM

R02ELEV

86' - 2"

24' - 6" 24' - 2" 13' - 9" 23' - 9"

57' - 5" 5' - 3" 23' - 11"

65' -

3"

14' -

9"

23' -

9"

59' -

8"

189' - 4"T.O. PARAPETELEV.

189' - 4"T.O. PARAPETELEV.

26' - 9"

802801

800

A7.16

5

5

AA

BB

D D

F F

6

62

2

A7.27

1

1

3

3

4

4

2A-F

E

3A8.0

E2E2 E1E1

185' - 4"T.O.F.F.ELEV:

A5A5B8

GREEN ROOF

GREEN ROOF

RIDGE

VALLEY

VALL

EY

EXIT

TENANT ROOF DECK1626 SF

T.O. ROOF @ DRAINELEV: 184' - 4.5"

T.O. ROOF @HIGHEST POINTELEV: 185' - 0.5"



T.O. ROOF @ DRAINELEV: 184' - 4.5"

T.O. ROOF @HIGHEST POINT

ELEV: 184' - 10.25" T.O. PARAPETELEV:

T.O. ROOF @HIGHEST POINT

ELEV: 184' - 6"

1/4"

: 12

"1/

4" :

12" 1/4" : 12"

1/4" : 12"

1/4" : 12"

1/4"

: 12

"

E2

RID

GE

T

SA9.715

26' -

3"

18' -

10"

17' -

2"

7' - 2 3/4" 9' - 3" 10' - 3 1/4"

42" GUARD RAIL

42" GUARD RAIL

42" GUARD RAIL

189' - 4"

A3.03

A3.0

4

A3.1 3

A3.1

4

185' - 4"T.O. ROOF DECKELEV:

4A8.0

EXIT

A 3.1

1

A 3.0

A 3.0

A 3.1 2A5

A5

A

B

D

3

195' - 9"

T.O. ELEVATORELEV:

T.O. VESTIBULEELEV:

T.O. PARAPETELEV:

1/4 : 12"

1/4

: 12"

26' - 9"

7' - 2" 9' - 0" 10' - 7"

16' -

8"

6' -

8 1/

2"9'

- 11

1/2

"

A3.03

A3.0

4

A3.1 3

A3.1

4

1' - 0" 10' - 5"

11' - 5"

18' -

11

1/2"



CONCRETE WALL

CMU WALL






www.nkarch.com



REVISIONS

ISSUANCE

#


A2.4

115205.22.2013


FLOOR PLAN - ROOF

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 1/8" = 1'-0"ROOF PLAN1

NORTH

SCALE: 1/8" = 1'-0"UPPER ROOF2


ELEV.LEVEL 1

118' - 3"

ELEV.LEVEL 2

128' - 3"

ELEV.LEVEL B1

109' - 1"

ELEV.LEVEL 3

137' - 5"

ELEV.LEVEL 4

146' - 7"

ELEV.LEVEL 5

155' - 9"

ELEV.LEVEL 6

164' - 11"

ELEV.LEVEL 7

174' - 1"

ELEV.ROOF DECK

185' - 4"

ELEV.AVG. GRADE

116' - 1 1/4"

11' -

3"

9' -

2"9'

- 2"

9' -

2"9'

- 2"

9' -

2"10

' - 0

"9'

- 2"

TYPE

VA

CO

NST

RU

CTI

ON

TYPE

1A

CO

NST

RU

CTI

ON

PLPL

203' - 5"

195' - 9"

T.O. PARAPETELEV:

T.O. PARAPETELEV:

T.O. PENTHOUSE ROOFELEV:

T.O. VESTIBULE ROOFELEV:

13 1

311 11

7

8

7

202' - 11"

75' -

0"

8

2A

195' - 3"

9' -

2"

LOUVER FORMECHANICALVENTILATION

METAL GRATE COVER

ELEV.LEVEL 1

118' - 3"

ELEV.LEVEL 2

128' - 3"

ELEV.LEVEL B1

109' - 1"

ELEV.LEVEL 3

137' - 5"

ELEV.LEVEL 4

146' - 7"

ELEV.LEVEL 5

155' - 9"

ELEV.LEVEL 6

164' - 11"

ELEV.LEVEL 7

174' - 1"

ELEV.ROOF DECK

185' - 4"

ELEV.AVG. GRADE

116' - 1 1/4"

11' -

3"

9' -

2"9'

- 2"

9' -

2"9'

- 2"

9' -

2"10

' - 0

"9'

- 2"

TYPE

VA

CO

NST

RU

CTI

ON

TYPE

1A

CO

NST

RU

CTI

ON

PL PLT.O. PARAPETELEV:

T.O. PARAPETELEV:


T.O. VESTIBULE ROOFELEV: 195' - 3"

195' - 9"

202' - 11"

203' - 5"

189' - 4"T.O. PARAPETELEV:1

6

7

7

7

7

6

8310

3

2A13

14

18

70' -

0" S

BC H

EIG

HT

LIM

IT

75' -

0" S

MC

HEI

GH

T LI

MIT

AWNING

11

2A

12

FIBER CEMENT PANEL

VERTICAL METAL PANELCOLOR: COOL METALLIC SILVER

NOT USED

CONCRETE

CONCRETE MASONRY UNIT - CMU

CAST-IN-PLACE CONCRETE PLANTER

VINYL DOOR SYSTEM - WHITE

VINYL WINDOW SYSTEM - WHITE

STOREFRONT SYSTEM - ALUMINUM

DECORATIVE METAL PANEL GUARDRAILPER DETAIL 2/A9.11

PATIO PRIVACY SCREEN

METAL FENCE OR SECURITY GATEPER PLAN

BOLT-ON JULIET BALCONY

EXHAUST LOUVER(PAINT TO MATCH ADJACENT SIDING)

AIR INTAKE VENT

ELEVATOR HOISTWAY VENT

TRANSFORMER ROOM EXHAUST VENT

FIRE DEPARTMENT CONNECTION

OVERFLOW SCUPPER

MATERIALS LIST:

1

2A

2B

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

SOUTH ELEVATION

10' TO LESS THAN 15'

LEVELS 7

LEVELS 1

LEVELS B1

FIRE SEPARATIONDISTANCE

GROSS WALLAREA (SF)

WINDOWAREA (SF)

PERCENTAGEOF WALL %

45% MAX. ALLOWABLE AREA PER LEVEL

LEVELS 2-6

658

524

488

499 178

210

235

235 42%

45%

43%

36%

WALL OPENING AREA CALCULATIONS (SBD 705.8)

REQUIREMENTS BASED ON UNPROTECTED OPENINGS, SPRINKLERED

SOUTH ELEVATION

5' TO LESS THAN 10'

LEVELS 7

LEVELS 1

LEVELS B1


GROSS WALLAREA (SF)

WINDOWAREA (SF)

PERCENTAGEOF WALL %


LEVELS 2-6

308

235

256

131 0

8

8

8 3%

3%

3%

0%

SOUTH ELEVATION


LEVELS 7

LEVELS 1

LEVELS B1


GROSS WALLAREA (SF)

WINDOWAREA (SF)

PERCENTAGEOF WALL %


LEVELS 2-6

60

45

50

45 33

33

33

33 55%

73%

66%

73%



EAST ELEVATION


LEVELS 7

LEVELS 1

LEVELS B1


GROSS WALLAREA (SF)

WINDOWAREA (SF)

PERCENTAGEOF WALL %


LEVELS 2-6

808

617

661

227 70

405

313

313 39%

51%

61%

31%

ELEV.ROOF DECK

185' - 4"

203' - 5"

202' - 11"

195' - 9"

195' - 3"

T.O. PARAPETELEV:

T.O. PARAPETELEV:



2A

ELEV.ROOF DECK

185' - 4"

202' - 11"

203' - 5"

195' - 3"

195' - 9"

T.O. PARAPETELEV:

T.O. PARAPETELEV:



2A

OUTDOOR AIR INTAKE TO BE PROVIDED VIA WINDOWTRICKLE VENTS WITH A MINIMUM OF 4 SQUARE INCHESOF NET FREE AREA FOR EACH UNIT. IF A TRICKLEVENT IS NOT POSSIBLE IN THE UNIT WINDOW, THE GCSHALL COORDINATE WITH ARCHITECT FOR THROUGH-WALL VENT LOCATION. VENTILATION SHALL COMPLYWITH SMC 403.8.6.1.

ALL ENVIRONMENTAL AIR EXHAUSTS SHALL BE AMINIMUM OF 3'-0" FROM OPERABLE OPENINGS,INCLUDING TRICKLE VENTS, PER SMC 501.2.

VENTILATION + EXHAUST NOTES

1.

2.



www.nkarch.com



REVISIONS

ISSUANCE

#


A3.0

115205.22.2013

AMMG1152_TRIAD 12TH

ELEVATION - SOUTH+ EAST

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 1/8" = 1'-0"EAST1

SCALE: 1/8" = 1'-0"SOUTH2

SCALE: 1/8" = 1'-0"ELEVATOR PENTHOUSE EAST3SCALE: 1/8" = 1'-0"

ELEVATOR PENTHOUSE SOUTH4 3 BP CORRECTION 02.28.134 BP CORRECTION 2 04.24.135 BP CORRECTION 3 05.09.13

ELEV.LEVEL 1

118' - 3"

ELEV.LEVEL 2

128' - 3"

ELEV.LEVEL B1

109' - 1"

ELEV.LEVEL 3

137' - 5"

ELEV.LEVEL 4

146' - 7"

ELEV.LEVEL 5

155' - 9"

ELEV.LEVEL 6

164' - 11"

ELEV.LEVEL 7

174' - 1"

ELEV.ROOF DECK

185' - 4"

ELEV.AVG. GRADE

116' - 1 1/4"

9' -

2"10

' - 0

"9'

- 2"

9' -

2"9'

- 2"

9' -

2"9'

- 2"

11' -

3"

TYPE

1A

CO

NST

RU

CTI

ON

TYPE

VA

CO

NST

RU

CTI

ON

PLPL195' - 3"

195' - 9"

202' - 11"

T.O. PARAPETELEV:

T.O. PARAPETELEV:



T.O. PARAPETELEV:

1

77

76

7

6 3

393

8

1

914

1213 132A 18

11

70' -

0" S

BC H

EIG

HT

LIM

IT

75' -

0" S

MC

HEI

GH

T LI

MIT

12

2A

TRANSFORMERAIR INTAKE VENT

9

203' - 5"

LOUVER FORMECHANICALVENTILATION

METAL GRATE COVER

9

A9.112

ELEV.LEVEL 1

118' - 3"

ELEV.LEVEL 2

128' - 3"

ELEV.LEVEL B1

109' - 1"

ELEV.LEVEL 3

137' - 5"

ELEV.LEVEL 4

146' - 7"

ELEV.LEVEL 5

155' - 9"

ELEV.LEVEL 6

164' - 11"

ELEV.LEVEL 7

174' - 1"

ELEV.ROOF DECK

185' - 4"

ELEV.AVG. GRADE

116' - 1 1/4"

11' -

3"

9' -

2"9'

- 2"

9' -

2"9'

- 2"

9' -

2"10

' - 0

"9'

- 2"

TYPE

VA

CO

NST

RU

CTI

ON

TYPE

1A

CO

NST

RU

CTI

ON

PLPL

202' - 11"

203' - 5"

195' - 9"

189' - 4"

T.O. PARAPETELEV:

T.O. PARAPETELEV:



T.O. PARAPETELEV:

11

77

113

1818

75' -

0" L

OW

EST

FIR

E D

EPAR

TMEN

T A

CC

ESS

3

9

2A

TRANSFORMEREXHAUST VENT:CONCRETE SHAFTTERMINATES ATKITCHEN COUNTERON LEVEL 3 PERSHEETS A5.3 + A5.4

13

5A5.4

2A

3

2A

A9.112



WEST ELEVATION

0' TO LESS THAN 3'

LEVELS 7

LEVELS 1

LEVELS B1


GROSS WALLAREA (SF)

WINDOWAREA (SF)

PERCENTAGEOF WALL %


LEVELS 2-6

562

460

334

0 0

0

50

50 8%

11%

0%

0%

NORTH ELEVATION


LEVELS 7

LEVELS 1

LEVELS B1


GROSS WALLAREA (SF)

WINDOWAREA (SF)

PERCENTAGEOF WALL %


LEVELS 2-6

585

447

487

277 107

121

189

189 32%

42%

25%

39%



NORTH ELEVATION

5' TO LESS THAN 10'

LEVELS 7

LEVELS 1

LEVELS B1


GROSS WALLAREA (SF)

WINDOWAREA (SF)

PERCENTAGEOF WALL %


LEVELS 2-6

308

235

256

0 0

51

59

59 19%

25%

20%

0%

NORTH ELEVATION


LEVELS 7

LEVELS 1

LEVELS B1


GROSS WALLAREA (SF)

WINDOWAREA (SF)

PERCENTAGEOF WALL %


LEVELS 2-6

51

42

50

0 0

24

31

31 61%

74%

48%

0%

FIBER CEMENT PANEL


NOT USED

CONCRETE











AIR INTAKE VENT




OVERFLOW SCUPPER

MATERIALS LIST:

1

2A

2B

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

ELEV.ROOF DECK

185' - 4"

202' - 11"

T.O. PARAPETELEV:

T.O. PARAPETELEV:


T.O. VESTIBULE ROOFELEV: 195' - 3"

195' - 9"

203' - 5"

2A

ELEV.ROOF DECK

185' - 4"

T.O. PARAPETELEV:

T.O. PARAPETELEV:



202' - 11"

203' - 5"

195' - 3"

195' - 9"

2A

OUTDOOR AIR INTAKE TO BE PROVIDED VIA WINDOWTRICKLE VENTS WITH A MINIMUM OF 4 SQUARE INCHESOF NET FREE AREA FOR EACH UNIT. IF A TRICKLEVENT IS NOT POSSIBLE IN THE UNIT WINDOW, THE GCSHALL COORDINATE WITH ARCHITECT FOR THROUGH-WALL VENT LOCATION. VENTILATION SHALL COMPLYWITH SMC 403.8.6.1.

ALL ENVIRONMENTAL AIR EXHAUSTS SHALL BE AMINIMUM OF 3'-0" FROM OPERABLE OPENINGS,INCLUDING TRICKLE VENTS, PER SMC 501.2.

VENTILATION + EXHAUST NOTES

1.

2.



www.nkarch.com



REVISIONS

ISSUANCE

#


A3.1

115205.22.2013

AMMG1152_TRIAD 12TH

ELEVATION - NORTH+ WEST

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 1/8" = 1'-0"NORTH1 SCALE: 1/8" = 1'-0"

WEST2

SCALE: 1/8" = 1'-0"ELEVATOR PENTHOUSE NORTH4 SCALE: 1/8" = 1'-0"

ELEVATOR PENTHOUSE WEST3 3 BP CORRECTION 02.28.134 BP CORRECTION 2 04.24.135 BP CORRECTION 3 05.09.13

ELEV.LEVEL 1

118' - 3"

ELEV.LEVEL 2

128' - 3"

ELEV.LEVEL B1

109' - 1"

9' -

2"9'

- 2"

9' -

2"9'

- 2"

9' -

2"10

' - 0

"9'

- 2"

ELEV.LEVEL 3

137' - 5"

ELEV.LEVEL 4

146' - 7"

ELEV.LEVEL 5

155' - 9"

ELEV.LEVEL 6

164' - 11"

ELEV.LEVEL 7

174' - 1"

ELEV.ROOF DECK

185' - 4"

2A4.0

ELEV.AVG. GRADE

116' - 1 1/4"

STUDIO STUDIO

STUDIO

STUDIO STUDIO CORR. STUDIO

STUDIO

STUDIO

STUDIO

STUDIO

STUDIO

LOBBY

STUDIO

CORR.

STUDIOSTUDIOSTUDIOSTUDIO

STUDIOSTUDIO

STUDIO STUDIO

CORR.

STUDIO STUDIO STUDIO STUDIOCORR.

CORR.STUDIOSTUDIOSTUDIOSTUDIOSTUDIO

STUDIO STUDIO STUDIO STUDIO STUDIO CORR.

CORR.STUDIOSTUDIOSTUDIOSTUDIOSTUDIO

STUDIOSTUDIO

STUDIO

STUDIO CORR.

189' - 4"T.O. PARAPETELEV:

T.O. PARAPETELEV:

195' - 3"



202' - 11"



PL PL

CO

NST

RU

CTI

ON

TYPE

V(

A)C

ON

STR

UC

TIO

NTY

PE 1

A

ALLE

Y

12TH

AVE

NU

E


WINDOWWELL

75' -

0" S

MC

HEI

GH

T LI

MIT

70' -

0" S

BC H

EIG

HT

LIM

IT

STUDIO

STUDIO

STUDIO

STUDIO

F1

F1

F1

F1

F33 HR.

F3

F3

F6

E4

C2C1

A9.72

A9.71

A9.73

3' -

8"

3 HR. SEPARATIONPER SBC 509.2

R1 R2

A9.03

A9.01

A9.17

ELEV.ELEVATOR PIT

103' - 7"

A9.12

A9.11

A9.110

A9.111

A9.16

A9.15

F43 HR.

F4

F4

F33 HR.

F3

F3

195' - 9"

ELEV.LEVEL 1

118' - 3"

ELEV.LEVEL 2

128' - 3"

1A4.0

ELEV.LEVEL B1

109' - 1"

ELEV.LEVEL 3

137' - 5"

ELEV.LEVEL 4

146' - 7"

ELEV.LEVEL 5

155' - 9"

ELEV.LEVEL 6

164' - 11"

ELEV.LEVEL 7

174' - 1"

ELEV.ROOF DECK

185' - 4"

ELEV.AVG. GRADE

116' - 1 1/4"

STUDIO CORR. STUDIO

STUDIO

STUDIO

STUDIO

STUDIO

STUDIO

STUDIO

STUDIO

STUDIO

STUDIO

STUDIO

STUDIO

STUDIO

STUDIO

CORR.

CORR.

CORR.

CORR.

CORR.

CORR.

CORR.

189' - 4" 189' - 4"

195' - 9"

T.O. PARAPETELEV.

T.O. PARAPETELEV.

T.O. PARAPETELEV.

T.O. VESTIBULE ROOFELEV.

CO

NST

RU

CTI

ON

TYPE

1A

9' -

2"9'

- 2"

9' -

2"9'

- 2"

9' -

2"19

' - 2

"

PLPL

PATIO


7' SCREEN FENCE@ PROPERTY LINE

C1

F6 F6

F3

F3

F33 HR.

F1

F1

F1

F1

6' -

5"

LADDER PERSBC 1004.8

MECH.ROOM

3 HR. SEPARATIONPER SBC 509.2


195' - 3"

TENANT STORAGE

R2R1R1

A9.03

70' -

0" S

BC H

EIG

HT

LIM

IT

11' -

3"

75' -

0" S

MC

HEI

GH

T LI

MIT

F5

F3

A9.15

A9.16

A9.17

F33 HR.

F43 HR.

F4

F4



CONCRETE WALL

CMU WALL






www.nkarch.com



REVISIONS

ISSUANCE

#


A4.0

115205.22.2013

AMMG1152_TRIAD 12TH

SECTION - E/W + N/S

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 1/8" = 1'-0"EAST/WEST SECTION (LOOKING NORTH)1 SCALE: 1/8" = 1'-0"

NORTH/SOUTH (LOOKING WEST)2


C

64

1A8.0

2A8.0

118LOBBY

120BATH

100

B1B4

C2

C2C2

5' - 9" 15' - 9" 8' - 0"

A5.04

101

3

103

104

105

102

A6.0

1A

119

CONCIERGEOFFICE

6' - 8"



CONCRETE WALL

CMU WALL




USPS STD-4C NOTES:-EVERY UNIT NEEDS ITS OWN SEPARATE MAILBOX-ONE (1) PARCEL BOX IS REQUIRED PER TEN (10) MAILBOXES

55" O

VER

ALL

HEI

GH

T

54 1

/4" R

OU

GH

OPE

NIN

G

OPENING30 3/8" ROUGH

31 1/8" OVERALL WIDTH

BOX IS17" DEEP

CL

OF

USP

S LO

CK

36"-

48"

(PLAN) 17"

15"

MIN

B.O

.PA

RC

EL

4' -

7"1'

- 3"

5' -

10"

1' -

3"4'

- 7"

5' -

10"



www.nkarch.com



REVISIONS

ISSUANCE

#


A5.0

115205.22.2013

SLMG1152_TRIAD 12TH

AMENITY PLAN

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 1/4" = 1'-0"AMENITY1SCALE: 1/2" = 1'-0"

900 - Typical USPS STD-4C Mailbox2

SCALE: 1/4" = 1'-0"LOBBY MAILBOXES - WEST4 SCALE: 1/4" = 1'-0"

LOBBY MAILBOXES - SOUTH3


UP

UNIT WALL ASSEMBLIES TO BE TYPE A1 ONLEVELS 3-7 / OR B1 ON LEVELS 1-2 U.O.N.

SEE 'A2.X' SHEETS FOR ALL PARTY WALL,CORRIDOR, AND EXTERIOR WALL TYPES

WALL ASSEMBLIES TO BE METAL STUD ONLEVELS 1-2 U.O.N.

ROUTE EXHAUST VENTS IN JOIST CAVITY (TYP)OR IN SOFFIT WHERE INDICTATED.

SEE 'A2.X' SHEETS FOR WINDOW TAGS ANDDIMENSIONS NOT SHOWN

SEE 'A2.X' SHEETS FOR CORRIDOR DIMENSIONSAND UNIT ENTRY DOOR TAGS NOT SHOWN

ALL DUCTS TO BE ROUTED THROUGH ROOFTRUSSES AT LEVEL 7 CEILING. NO SOFFITREQUIRED.

GENERAL ENLARGED PLAN NOTES:

•

•

•

•

•

•

•

F

6

A

H

U1

U2

LIVING ROOM/BEDROOM

UNITENTRY

W/D

BATH

SD

WH

F

U4

CLOSET

KITC

HEN

A2/B2

6' - 0"

23' - 10"

12' -

11"

7' -

4"5'

- 7"

5' -

3"7'

- 8"

A6.14

*WIN

DO

W C

ON

DIT

ION

AT

LEVE

L 1*

A6.03

CPV

SV

PV

A9.115

2' -

9"

F

64

A

J

U1

U2UNIT

ENTRY

BATH

W/D

LIVING ROOM/BEDROOM

SD

WH

F

U4

CLOSET

B2

10' - 9"

2' -

9"

12' -

11"

5' -

6"7'

- 5"

18' - 4"

23' - 10"

5' -

3"7'

- 8"

*WINDOW CONDITION AT SOUTHEAST CORNER UNIT*

3' - 5"

*WIN

DO

W C

ON

DIT

ION

AT

SOU

THEA

ST C

OR

NER

UN

IT*

A6.03

A6.14

CPV

SV

PV

A9.114

D

5' -

8"7'

- 3"

*WIN

DO

W C

ON

DIT

ION

AT

LEVE

L B1

*

FA

*WINDOW CONDITION AT NORTHEAST CORNER UNIT*

4' - 1" 15' - 10" 3' - 10"

H

*WIN

DO

W C

ON

DIT

ION

AT

NO

RTH

EAST

CO

RN

ER U

NIT

*

8' -

3"4'

- 10

"

C

6

H

U1

U2 3' C

LR

SD

WH

F

1' -

8"

LIVING ROOM/BEDROOM

UNITENTRY

BATH

W/D

KITCHEN

CLOSET

U3

7' - 1" 4' - 5"

23' - 10"

13' -

1"

5' -

11"

7' -

2" A2/B2

11' - 6"

8' -

5"4'

- 8"

2' -

8"

A6.11

COLUMN LOCATIONSAT LEVEL 2

SOFFIT THIS AREA ATCONCRETE CEILING ONLY

A6.07

CPV

SV

PV

F

6

SD

WH

F

UNITENTRY

U1

W/DLIVING ROOM/

BEDROOM

BATH

CLOSET

KITC

HEN

U4U2

A2

23' - 10"

5' - 1" 5' - 0"

5' -

9"7'

- 2"

12' -

11"

7' -

8"5'

- 3"

2' -

8"

A6.14

A6.02

CPV

SV

PV

10' - 0"



CONCRETE WALL

CMU WALL




6

J

COLUMN LOCATIONSAT LEVEL 2

A6.14

A6.02

CLOSETUNITENTRY

LIVING ROOM/BEDROOM

SD

BATH

KITC

HEN

U1

8' -

5"4'

- 8"

WH

F

23' - 10"

13' -

1"

CPV

SV

PV

W/D

1' -

8"

A2/B2U2

U4

5' - 1" 5' - 0"

6' -

1"7'

- 0"

10' - 1"

D

7' -

5"5'

- 8"

*WIN

DO

W C

ON

DIT

ION

AT

LEVE

L B1

*

C

6

U1

418

TELECOMCLOSET

23' - 10"

CLOSET

LIVING ROOM/BEDROOM

UNITENTRY

KITCHEN

W/D

BATH

WH

F

402

U2

U3

4' - 7" 9' - 5 1/2"

6' -

4 1/

2"2'

- 9"

13' -

1"

CPV

SV

PV

4' -

10"

8' -

3"

A2/B2

A2A6.0

2

A6.14

4' - 10" 6' - 6"

EXHAUST SOURCE SPECIFIC SYSTEM FORKITCHEN/LAUNDRY AREA VIA TENANTOPERATED 30-MINUTE TIMER

COMBINATION EXHAUST SYSTEM:

INTERMITTENT WHOLE HOUSE VENTILATIONVIA 24-HOUR TIMER, WITH SONE RATING OF 1.0OR LESS.

SOURCE SPECIFIC EXHAUST SYSTEM FORBATHROOM VIA TENANT OPERATED 30-MINUTETIMER

VENTILATION + EXHAUST LEGEND

NOTE: OUTDOOR AIR INTAKE SHALL BE PROVIDED VIAWINDOW TRICKLE VENTS WITH A MINIMUM OF 4 SQUAREINCHES OF NET FREE AREA PER EACH UNIT. IF ATRICKLE VENT IS NOT POSSIBLE IN THE UNIT WINDOW,THE GC SHALL COORDINATE WITH ARCHITECT FORTHROUGH WALL VENT LOCATION.

1.

2.

WHF

VENTILATION SYSTEMS SHALL COMPLY WITH SMC 403.8.1THROUGH 403.8.11.



www.nkarch.com



REVISIONS

ISSUANCE

#


A5.1

115205.22.2013

SLMG1152_TRIAD 12TH

UNIT PLANS

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 1/4" = 1'-0"UNIT A.3 - STUDIO3


KEY PLAN - LEVEL B1



KEY PLAN - LEVELS 2-7 KEY PLAN - LEVEL 1 KEY PLAN - LEVELS 2-7

KEY PLAN - LEVEL B1 KEY PLAN - LEVEL 1

KEY PLAN - LEVELS 3-7KEY PLAN - LEVEL 2

KEY PLAN - LEVELS 1-3, 5-6

LEVELS 2-7UNIT #: 205, 305, 405, 505, 605,705

ACCESSIBILITY: TYPE A

316 GSF

LEVELS B1-7UNIT #: B07, 106, 107, 206-207, 306-307, 407, 506-507, 606-607, 707

ACCESSIBILITY: TYPE B

313 GSF @ B07316 GSF @ 107, 206-207, 306-307,407, 506-507, 606-607, 707324 GSF @ 106

LEVELS B1-1UNIT #: B08 + 108


317 GSF

LEVELS 3-7UNIT #: 304, 308, 404, 408, 504, 508,604, 608, 704, 708


317 GSF @ 308, 408, 508, 608, 708320 GSF @ 304, 404, 504, 604, 704

LEVELS 2UNIT #: 204 + 208


317 GSF @ 208320 GSF @ 204


KEY PLAN - LEVELS 4 + 7

LEVELS 4 + 7UNIT #: 406 + 706


290 GSF










•

•

•

•

•

•

•

U1

SD

U2

K

CLO

SET

LIVING ROOM/BEDROOM

W/D

BATH

UNITENTRY

WHF

KITCHEN

U4

E2

A2/B2

10' - 10"

4' - 0 1/4" 6' - 9 3/4"

6' -

O"

7' - 3" 3' - 7"

A6.14

SOFFIT THISAREA ATCONCRETECEILING ONLY

A6.02

27' -

1"

9' -

8"

C

PV

SVPV

POSSIBLECOLUMNLOCATIONS.SEE SHEETSA2.0-A2.2S.

A

LU5

U1

CLO

SET

LIVING ROOM/BEDROOM

W/D

UNITENTRY

BATH

SD

WHF

KITCHEN

B6

11' - 6"

1' - 11" 5' - 10"

A6.14

U2

A2/B2

12' -

7 1

/2"

7' -

3 1/

2"

4' - 8" 6' - 10"A6.0

2

10"

10' -

2"

27' -

0"

4A5.4

C

PV

SVPV

U1

U2

K

BATH

CLO

SET

LIVING ROOM/BEDROOM

UNITENTRY

W/D

SD

WHF

KITCHEN

U4

A2/B2

6' -

O"

2' - 8"

6' - 9"

A6.14

SOFFIT THIS AREAAT CONCRETECEILING ONLY

A6.02

27' -

1"

3' - 10 1/2" 7' - 0 1/2"

10' - 11"

10' -

2"

C

PV

SVPV

F

C27' - 6" 3' - 4"

L

U5

C2

0' - 8" 5' - 10" 4' - 4"

B4

B6

20' -

7"



CONCRETE WALL

CMU WALL




A

U1

K

WHF

COLUMN LOCATIONAT LEVELS 1-2

A6.14

A2/B2

W/D

KITCHEN

BATH

6' - 9 3/4" 4' - 0 1/4"

10' - 10"

5' -

8"

LIVING ROOM/BEDROOM

CLO

SET

UNITENTRY

U2

3' - 8" 7' - 2"

SD

A6.02

27' -

0"

C

PV

SVPV

6' - 7"

A

3

LU5

U1

U4

U2

CLO

SET

LIVING ROOM/BEDROOM

BATH

UNITENTRY

W/D

SD

WHF

KITCHEN

B2

5' -

8"

2' - 7"

4' - 2" 5' - 10" 1' - 9"

6' - 10" 4' - 11"

11' - 9"

A6.14

A6.02

27' -

0"

C

PV

SVPV

FURR W/ 2" RIGIDINSULATION AND 1LAYER OF 5/8" GWBTO IMPROVE UNITACOUSTICS NEARELEVATOR

A

3

U1

K

U4LIVING ROOM/

BEDROOM

BATH

CLO

SET

UNITENTRY

W/D

U2

SD

WHF

KITCHEN

B2

7' - 4" 4' - 5"

2' - 7"

5' -

8 1/

2"

6' - 10" 4' - 11"

11' - 9"

A6.14

A6.02

27' -

0"

C

PV

SVPV







1.

2.

WHF




www.nkarch.com



REVISIONS

ISSUANCE

#


A5.2

115205.22.2013

SLMG1152_TRIAD 12TH

UNIT PLANS

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 1/4" = 1'-0"UNIT B.1 - STUDIO1 SCALE: 1/4" = 1'-0"

UNIT B.3 - STUDIO2

SCALE: 1/4" = 1'-0"UNIT B.4 - STUDIO3

KEY PLAN - LEVEL B1

KEY PLAN - LEVEL 1

KEY PLAN - LEVELS 2-7

KEY PLAN - LEVEL 1

KEY PLAN - LEVEL B1

KEY PLAN - LEVEL 1


LEVELS B1-7UNIT #: B10-B12, 110-112, 210-212, 310-312, 410-412, 510-512,610-612, 710-712


297 GSF

LEVEL 1UNIT #: 115


298 GSF

LEVELS B1-7UNIT #: B09, 109, 209, 309,409, 509, 609, 709


304 GSF

SCALE: 1/4" = 1'-0"UNIT B.2 - STUDIO7


KEY PLAN - LEVEL 1

LEVELS 1-7UNIT #: 116, 215-216, 315-316, 415-416, 515-516,615-616, 715-716


296 GSF (@ 116, 216, 316,416, 516, 616, 716)298 GSF (@ 115, 215, 315,415, 515, 615, 715)

KEY PLAN - LEVEL 1

KEY PLAN - LEVEL 2


LEVELS 1-2UNIT #: 117, 217


320 GSF

LEVELS 3-7UNIT #: 317, 417, 517, 617,717


320 GSF

SCALE: 1/4" = 1'-0"UNIT B.5 - STUDIO9 SCALE: 1/4" = 1'-0"

UNIT B.6 - STUDIO10

TILE SHOWERAT UNIT 115 ONLY.SEE PLUMBINGDRAWINGS FORSHOWER DRAINREQUIREMENTS.

U1

A

A

1

SD

K

LIVING ROOM/BEDROOM

BATH

UNITENTRY

W/D

WHF

KITC

HEN

CLOSET

4' - 3" 10' - 11"

15' - 2"

13' -

5"

11' - 0 1/2" 4' - 1 1/2"

15' - 2"

A6.12

A6.04

5A5.4

C

PV

SV

PV

3 HR. LIDOVERFRAMING ASNEEDED TO PROVIDEFOR CORRECTCOUNTERTOP HEIGHT

U1

D

1

SD

U2

K

UNITENTRY

BATH

LIVING ROOM/BEDROOM

CLO

SET

W/D

B

KITCHEN

U4

A2

13' - 8"

7' - 2 3/4"

13' - 8"

9' -

11 1

/4"

13' -

5"

5' -

2"8'

- 11

1/4

"

2' - 3 1/2"

4' - 3" 9' - 5"

WHF

A6.05

A6.14

27' -

1"

23' -

4"

4' -

11"

2' -

10"

C

PV

SVPV

D

1

B

SD

U1

U2

K

UNITENTRY

BATH

LIVING ROOM/BEDROOM

CLO

SET

W/D

WHF

U4

KITCHEN

B2

8' - 5" 5' - 3"

13' - 8"

7' - 4 3/4"

10' -

4 1

/2"

12' -

11

3/4"

5' -

6 1/

2"8'

- 9"

2' - 8 1/4"

4' - 3" 9' - 5"

A6.14

A6.05

23' -

4"

27' -

1"

4' -

11"

2' -

10"

C

PV

SVPV

D

1

SD

U2

U1

UNITENTRY

BATH

CLO

SET

LIVING ROOM/BEDROOM

W/D

WHF

U4

KITCHEN

B2

B6

13' - 8"

23' -

4"

10' -

5"

13' - 8"

7' - 10" 5' - 10"

5' -

1 1/

2"9'

- 0

1/2"

A6.14

A6.05

27' -

0 1

/2"

C

PV

SVPV

C2 U5LU5

1' - 3" 5' - 10" 6' - 7"

13' - 8"









•

•

•

•

•

•

•



CONCRETE WALL

CMU WALL




A

1

LIVING ROOM/BEDROOM

BATH

UNITENTRY

W/D

WHF

KITC

HEN

U1

U5

CLOSET

4' - 3" 10' - 11"

15' - 2"

4' -

1 1/

2"

5' - 1 1/2"

11' - 0 1/2"

15' - 2"

C

PV

SV

PV

A

B

1

5A5.4

A

K

*WIN

DO

W A

ND

EXH

AUST

SH

AFT

CO

ND

ITIO

N A

T LE

VEL

2*

--

6' -

10 1

/4"

6' -

8 1/

2"3'

- 1"

4' -

0"







1.

2.

WHF




www.nkarch.com



REVISIONS

ISSUANCE

#


A5.3

115205.22.2013

SLMG1152_TRIAD 12TH

UNIT PLANS

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 1/4" = 1'-0"UNIT D.1 - STUDIO2

SCALE: 1/4" = 1'-0"UNIT C.3 - STUDIO3SCALE: 1/4" = 1'-0"

UNIT C.2 - STUDIO4

SCALE: 1/4" = 1'-0"UNIT C.1 - STUDIO5

KEY PLAN - LEVEL B1

KEY PLAN - LEVEL 1

KEY PLAN - LEVEL 2 KEY PLAN - LEVELS 3-7


LEVELS B1-1UNIT #: B13, 113


347 GSF

LEVEL 2UNIT #: 213


347 GSF

LEVEL 3-7UNIT #: 313, 413, 513, 613,713


347 GSF

LEVELS 2-3UNIT #: 214, 314


323 GSF

SCALE: 1/4" = 1'-0"UNIT D.2 - STUDIO1

LEVELS 4-7UNIT #: 414, 514, 614, 714


327 GSF

KEY PLAN - LEVELS 4 - 72 + 3

A

21

B15

TRANSFORMER ACCESSWELL

012

009

C1C1

C1

24' - 6"

2A5.4


3A5.4

17' - 5" 7' - 1"

12' -

0"

4' -

6"15

' - 7

"

28' -

3"

LOWERED CEILINGUNDER STAIR EXIT(ABOVE)

HATCH(ABOVE) FORTRANSFORMERINSTALLATION6'

- 0"

10' - 0"

5' - 0"

11' -

0"

19' -

7"

9' -

4"

6 R @ 6" EA4' - 7"

5 T @ 11" EA

SHAFT OPENINGABOVE

DN

011

2'x2'x2' SUMP WITHFLUSH MOUNTEDSTEEL GRATE COVER

6" REMOVABLECURB

FD

EXHAUST VENT INCEILING PERSBC 425.8.3.4

4A5.4

5A5.4

3' -

10"

R 3' - 8

"


6A5.4

INTAKE VENT INWALL W/ 3 HOUR

FIRE DAMPERPER SBC 425.8.3.3

R 3

' - 1

0"

AIR INTAKE SUPPLY FAN

3' -

10"

2' -

0"9'

- 9"

ELEV.LEVEL 1

118' - 3"

ELEV.LEVEL 2

128' - 3"

ELEV.LEVEL B1

109' - 1"

ELEV.AVG. GRADE

116' - 1 1/4"

B15


11' -

7"

3A5.4

12' - 8"

34' - 0 1/4"

11' - 0" 5' - 3"

10' -

1"

8' -

7"6R

@ 6

" EA

3' -

0"

HATCH W/ LID FORTRANSFORMERINSTALLATION


LOWERED CEILINGUNDER STAIR EXIT(BEHIND)

1' - 6"

TRANSFORMER ROOMELEV. 106' - 1"

R-30 RIGIDINSULATION

F5 F3

6A5.4

ELEV.LEVEL 1

118' - 3"

ELEV.LEVEL B1

109' - 1"

ELEV.AVG. GRADE

116' - 1 1/4"

21

2A5.4

10' -

1"

11' -

7"

6' - 1"17' - 7"

23' - 8"

LOWEREDCEILINGUNDERSTAIR EXIT

4A5.4



CONCRETE WALL

CMU WALL




ELEV.LEVEL 1

118' - 3"

ELEV.LEVEL 2

128' - 3"

ELEV.LEVEL B1

109' - 1"

A

ELEV.LEVEL 1

118' - 3"

ELEV.LEVEL 2

128' - 3"

ELEV.LEVEL B1

109' - 1"

ELEV.LEVEL 3

137' - 5"

ELEV.LEVEL 4

146' - 7"

1

3' -

0"

3 HR. LIDOVERFRAMING AS NEEDEDTO PROVIDE FOR CORRECTCOUNTERTOP HEIGHT

17"

SHAFT INTERIORDIMENSIONS: 17" x 21"

ELEV.LEVEL B1

109' - 1"

2

5T @ 11" EA4' - 0"4' - 4 1/2"

6R @

6" E

A3'

- 0"

A

B

1

4A5.4

5A5.4

114

REFUSE/RECYCLING

AREA

106

METALGATE

C4

C1C1

10' -

2"

17' -

2"

18' - 1"




C1

17"

21"

SLO

PE:

1/8"

PER

FT.



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REVISIONS

ISSUANCE

#


A5.4

115205.22.2013

SLAM,MG1152_TRIAD 12TH

TRANSFORMERPLANS + SECTIONS

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 1/4" = 1'-0"TRANSFORMER ROOM PLAN1

SCALE: 1/4" = 1'-0"TRANSFORMER SECTION 22

SCALE: 1/4" = 1'-0"TRANSFORMER SECTION 13SCALE: 1/4" = 1'-0"

TRANSFORMER SECTION 34

SCALE: 1/4" = 1'-0"TRANSFORMER SECTION 45

SCALE: 1/4" = 1'-0"TRANSFORMER STAIR SECTION6

SCALE: 1/4" = 1'-0"RECYCLING/TRASH ROOM PLAN7


IN TYPE-A UNITS, GRAB BARS ARE NOT REQUIRED TOBE INSTALLED WHERE REINFORCEMENT IS PROVIDEDFOR THE FUTURE INSTALLATION OF GRAB BARS &SHOWER SEATS AT WATER CLOSETS, BATHTUBS &SHOWERS; PER ICC/ANSI A117.7-2003, 1003.11.4.

IN TYPE-A UNITS, REAR GRAB BARS MAY BE 24" MIN. INLENGTH CENTERED ON THE TOILET WHEN THERE ISNO ROOM FOR A 36" GRAB BAR: PER ICC ANSI A117.7-2003 604.5.2.

DIMENSIONS @ GRAB BAR LOCATIONS ARE TOCENTERLINE OF REQ'D GRAB BARS; ADD ANADDITIONAL 2" @ TOP, SIDES AND BOTTOM FORBLOCKING SIZES.

CABINETRY IS PERMITTED UNDER WORK SURFACE &SINK WHEN CABINETRY CAN BE REMOVED WITHOUTREMOVAL OR REPLACEMENT OF THE WORK SURFACEOR SINK, FLOOR FINISH EXTENDS UNDER CABINETRYAND WALLS BEHIND, AND SURROUNDING CABINETRYARE FINISHED. PROVIDE A 30"x48" CLEAR FLOORSPACE POSITIONED FOR A FORWARD APPROACHWHEN BASE CABINETRY IS REMOVED.

WHEN BASE CABINETS ARE TO BE REMOVED @LOWERED WORK SURFACE AND SINKS, KNEE & TOECLEARANCES SHALL BE PROVIDED.

TYPICAL TYPE-A BATHROOM NOTES:

41"

18"

36"36"

MAX

18"15"

12" 12"

24"10" 46" MIN BLKG

GR

AB B

ARS

33"-

36"

3" 30"

3"

17"

LIGHT FIXTURECENTERED

OVER MIRROR

INSULATE HOTWATER SUPPLY

AND DRAIN

ADJUSTABLE HAND-HELD SHOWER ONA VERTICAL BAR

PROVIDE REMOVABLE SEATFOR SHOWER; PROVIDE

BLKG FOR SHOWER SEATPER ANSI 608.4.1

BLOCKING FORSHOWER SEAT PER

ICC/ANSI A117.1-2003SECTION 608.3.2

REMOVABLEBASE CABINETPER ICC/ANSI-2003 SECTION

1003.11.5’ 34"

27" M

IN

½” MAXTHRESHOLD @

STANDARDROLL-IN TYPE

SHOWER

BOTTOM EDGEOF REFLECTING

SURFACE OFMIRROR 40"

MAX A.F.F

18" 18"

WHERE SWING UP BARS AREINSTALLED, A CLEARANCE OF18" MIN FROM THE CL OFWATER CLOSET TO ANY SIDEOR OBSTRUCTION SHALL BEPROVIDED PER ICC/ANSIA117.1-2003 SECTION 604.5.3

15 3/4"

CL OF GRAB BAR 15 3/4"FROM CL OF WATERCLOSET

GRAB BAR SHALL BE 28" MININ LENGTH, MEASUREDFROM THE WALL TO THEEND OF HORIZONTALPORTION OF GRAB BAR

MIN28"

CLEAR

60"

MAX12"

MIN

24"

MAX

24"

27" BLKG

BLKG15" MIN

BLOCKING

48"

38" M

IN

MAX6"

16"

GR

A B B

AR

33"-

36"

9"6"

CONTROL END WALLBACK WALL HEAD END WALL

GR

AB B

AR

33"-

36"

32" M

AX

38" M

IN12"

32" M

AXG

RA B

BAR

S

33"-

36"

38" M

IN

3"-6

"

MIN18"

4"

6"

BLKG22"

28" BLKG

GRABBAR

32" M

AX

GR

A B B

AR

33"-

36"

38" M

IN

GRAB BAR

42"

32" M

AX

38" M

IN

42" SIDE WALL GRAB BAR 24" REAR WALL GRAB BAR 24" REAR WALL GRAB BAR

12"

36"

40" MIN BLKG

GRABBAR

32" M

AX

GR

A B B

AR

33"-

36"

38" M

IN

9" M

IN

27" M

IN

34" M

AX

KNEE

SPAC E

8" MINKNEE

SPACE

KNEE/TOE CLEARANCE REQUIREMENTS:

30" M

IN

25" MAX

6" 11"MIN

KNEESPACE

1.

2.

3.

4.

5.

W/D

PROVIDE BLOCKINGFOR SHOWER GRABBARS PER SECTION608.3.2 @ RESIDENTIAL

PROVIDE BLOCKING FORTOILET, PER DETAILS, @WALLS BEHIND AND TOTHE SIDE OF TOILET' @RESIDENTIAL

CLEAR FLOOR SPACE @LAVATORY, CENTEREDON FIXTURE (AT LEAST24" FROM WALL)

CLEAR FLOORSPACE @ TOILETCLEAR FLOORSPACE @ SHOWERA6.02A

2B

2C7' -

4"

4' -

3"

7' - 6"

3' -

8"

10' - 9"

W/D

A6.0 2C2A

2B

PROVIDE BLOCKING FOR SHOWERGRAB BARS PER SECTION 608.3.2 @RESIDENTIAL

PROVIDE BLOCKING FOR TOILET, PERDETAILS, @ WALLS BEHIND AND TOTHE SIDE OF TOILET' @ RESIDENTIAL

CLEAR FLOOR SPACE @ LAVATORY,CENTERED ON FIXTURE (AT LEAST24" FROM WALL)

CLEAR FLOOR SPACE @ TOILET

CLEAR FLOOR SPACE @ SHOWER

U2

6' -

11"

3' -

8"1'

- 5"

1' -

6"

10' - 0"

3' - 8"

6' - 4"

A

U2

W/D




CLEAR FLOORSPACE @ TOILET

CLEAR FLOORSPACE @ SHOWER

7' - 2"

4' -

7"2'

- 9"

A6.0

2B

2C2A7' -

4"

3' -

8"

10' - 7"

U2

W/D






A6.02A

2B

2C

7' - 10"

7' -

6"

10' -

5"

5' - 0"

U2

W/D

PROVIDE BLOCKING FORSHOWER GRAB BARS PERSECTION 608.3.2 @ RESIDENTIAL

PROVIDE BLOCKING FORTOILET, PER DETAILS, @ WALLSBEHIND AND TO THE SIDE OFTOILET' @ RESIDENTIAL

CLEAR FLOOR SPACE @LAVATORY, CENTERED ONFIXTURE (AT LEAST 24"FROM WALL)



60" DIAMETERTURNING SPACE

7' - 7" 3' - 3"10' - 10"

4' -

5"

A6.02A

2B

2C

7' -

2"

3' -

8 3/

8"

1' - 0"

7' -

6"

LIGHT FIXTURECENTEREDOVER MIRROR

2' -

10"

P-2 ACCENTPAINT

ADJUSTABLE HAND-HELD SHOWER ON A

VERTICAL BAR

A6.02A

2B

2CPROVIDE BLOCKINGFOR SHOWER GRABBARS PER SECTION608.3.2 @ RESIDENTIAL





9' - 11"

7' -

0"

6' - 6"

3' -

4"

4' -

0"

C

120BATH

B1


5' DIAMETERTURNING SPACE


103

1' -

5"7'

- 5"

1' - 5" 6' - 11" 4' - 1"

8' - 4"1' - 4 3/4"

A6.0

1A

7' -

6"

A CLEAR FLOOR SPACE, POSITIONED FORPARALLEL APPROACH, AND CENTERED ONTHE LAVATORY SHALL BE PROVIDED PERICC/ANSI A117.1-2003 1004.11.3.1.1.

PROVIDE REINFORCING BLOCKING FORFUTURE INSTALLATION OF SHOWER SEAT,PER ICC/ANSI A117.1-2003 1004.11.3.2.

TYPICAL TYPE-B BATHROOM NOTES:



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REVISIONS

ISSUANCE

#


A6.0

115205.22.2013

SLMG1152_TRIAD 12TH

INTERIORELEVATIONS(BATHROOMS)

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 1/4" = 1'-0"UNIT BATH LAYOUT - C4

SCALE: 1/4" = 1'-0"UNIT BATH LAYOUT - A2

SCALE: 1/4" = 1'-0"UNIT BATH LAYOUT - B3

SCALE: 1/4" = 1'-0"UNIT BATH LAYOUT - D5 SCALE: 1/4" = 1'-0"

UNIT BATH LAYOUT - F - TYPE A7

ELEVATION 5A ELEVATION 5B ELEVATION 5C

SCALE: 1/4" = 1'-0"UNIT BATH LAYOUT - E6

SCALE: 1/4" = 1'-0"PUBLIC RESTOOM - LOBBY1

ELEVATION 1A

CABINETRY IS PERMITTED UNDER A WORKSURFACE OR SINK WHEN THE CABINETRYCAN BE REMOVED WITHOUT THE REMOVALOR REPLACEMENT OF THE WORK SURFACEOR SINK, THE FLOOR FINISH EXTENDSUNDER THE CABINETRY, & THE WALLSBEHIND & SURROUNDING THE CABINETRYARE FINISHED PER ANSI A117.1-20031003.12.3.1 & 1003.12.4.1.

WHEN BASE CABINETS ARE TO BE REMOVED@ LOWERED WORK SURFACE AND SINKS,KNEE & TOE CLEARANCES SHALL BEPROVIDED.

A 30"x48" CLEAR FLOOR SPACE POSITIONEDFOR A PARALLEL OR FORWARD APPROACHSHALL BE PROVIDED @ EACH APPLIANCE,PER ANSI A117.1-2003 1003.13.6.2.

THE FRONT OF THE SINK SHALL BE 34" MAX.A.F.F., AND A 30" x48" CLEAR FLOOR SPACE,POSITIONED FOR A FORWARD APPROACH,SHALL BE PROVIDED, PER ANSI A117.1-20031003.12.4.2 & 1003.12.4.1.

TYPICAL TYPE-A KITCHEN NOTES:

A6.12A

CLEAR FLOOR SPACEPOSITIONED FOR APARALLEL ORFORWARD APPROACH@ EACH APPLIANCE;CENTERED ONAPPLIANCE

COUNTERTOP TO EXTENDOVER 3 HR. CONCRETESHAFT LID OVERFRAME ASNEEDED TO PROVIDE FORCORRECT COUNTERTOPHEIGHT

A6.13A

CLEAR FLOOR SPACEPOSITIONED FOR APARALLEL ORFORWARD APPROACH@ EACH APPLIANCE;CENTERED ONAPPLIANCE

A6.14A

6' -

6"

CLEAR FLOORSPACE POSITIONEDFOR A PARALLEL ORFORWARDAPPROACH @ EACHAPPLIANCE;CENTERED ONAPPLIANCE

A6.1

1A

8' - 6"

MIN. 30" WIDE LOWEREDWORK AREA; 34" HIGH MAX

CLEAR FLOOR SPACEPOSITIONED FOR A PARALLELOR FORWARD APPROACH @EACH APPLIANCE; CENTEREDON APPLIANCE

3' -

0"1'

- 8"

2' -

10"

2' -

10"

6' - 0"

12"

12"

8' - 6"

34" M

AX.

LOWERED SINKAND WORK AREA

REMOVABLE BASECABINET PERMITTEDPER ICC/ANSI-2003SECTION 1003.12.3.1

UPPER CABINETS

REF.

DRAWER STACK

4" BACKSPLASH

2' - 6"2' - 6"

2' -

0"

2' - 6"2' - 6"2' - 6"

ELEVATION 1A

OPENSHELVING

REF.BASE

CABINETS

UPPERCABINETS

4" BACKSPLASH

ELEVATION 2A

OPENSHELVING

UPPERCABINETS

REF.

BASECABINETS

4" BACKSPLASH

1' -

6"3'

- 0"

2' - 6" 1' - 0"

2' - 6" 1' - 6"12"

ELEVATION 3A

6' - 6"

OPENSHELVING

REF.

BASECABINETS

UPPERCABINETS

4" BACKSPLASH

3' -

0"1'

- 6"

3' -

0"

2' -

0"

1' - 6" 1' - 6" 12" 2' - 6"

1' - 6" 1' - 6" 12"

4' - 0"

ELEVATION 4A



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REVISIONS

ISSUANCE

#


A6.1

115205.22.2013


INTERIORELEVATIONS(KITCHENS)

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 1/4" = 1'-0"UNIT KITCHEN LAYOUT - B2

SCALE: 1/4" = 1'-0"UNIT KITCHEN LAYOUT - C3 SCALE: 1/4" = 1'-0"

UNIT KITCHEN LAYOUT - D4

SCALE: 1/4" = 1'-0"UNIT KITCHEN LAYOUT - A - TYPE A1

SBC SECTION 3022 AND ASME SECTIONS 2.7 AND 2.8, PIPES, DUCTS, CONDUITS, ANDEQUIPMENT NOT USED FOR THE OPERATION OF THE ELEVATORS ARE PROHIBITED INMACHINE ROOM AND HOISTWAYS.

SBC 3020.4 MAINTAIN ALL REQUIRED WORKING CLEARANCES IN MACHINE ROOM.

ASME RULE 2.2.2. WATERPROOF AS NECESSARY TO PREVENT ENTRY OF GROUNDWATER. SUMP PUMPS MAY BE INSTALLED FOR FLOOD CONTROL BUT NOT APPROVED TOMAINTAIN A DRY PIT.

SBC 3023, ASME RULE 2.2.4. PROVIDE PIT LADDER.

ASME RULE 2.7.5.2. PROVIDE MACHINE ROOM VENTILATION.

SBC 3016.5. PROVIDE HOISTWAY VENTILATION. PROVIDE MOTORIZED DAMPERS ASREQUIRED BY SEATTLE ENERGY CODE 1412.4.1 FOR ALL HOISTWAY VENTS.

SBC 3016.3. COMPLY WITH SEISMIC REQUIREMENTS.

ASME RULE 2.7.4. PROVIDE 7'-0" CLEAR HEADROOM IN MACHINE ROOM.

SBC 3016.4. AND CHAPTER 11; ACCOMMODATE PEOPLE WITH DISABILITIES.

ASME SECTION 2.4 AND 3.4. PROVIDE PROPER TOP CAR RUNBYS, CLEARANCES ANDREFUGE SPACE.

ASME RULE 2.1.1.2 AND 2.11.14. GROUT ALL MASONRY JAMBS AND HEADERS TO RETAINFIRE RATING OF HOISTWAY. IN OTHER THAN MASONRY, PROVIDE LABELED ENTRANCEASSEMBLIES INSTALLED AS TESTED.

SBC 3020. GROUT BEHIND ALL HOISTWAY PENETRATIONS FOR PIPES, FIXTURES, ETC.

SBC 3016.5 ELEVATOR HOISTWAYS SHALL NOT BE VENTED OR PRESSURIZED THROUGHELEVATOR MACHINE ROOMS.

SBC 3016.5.4 VENTILATION AND PRESSURIZATION EQUIPMENT, DUCTS, ETC. CANNOT BELOCATED IN ELEVATOR MACHINE ROOMS, HOISTWAYS, OR SPACES.

ASME RULES 2.1.1.2 AND 2.14.1.8 GLASS USED IN OR ON ELEVATOR HOISTWAYS ANDCARS MUST BE LAMINATED AND MEET THE REQUIREMENTS OF ASME 297.1.

SBC 106 PROVIDE CALCULATIONS AND DRAWINGS TO DPD FOR APPROVAL OF THESTRESSES AS NOTED IN THE APPLICABLE RULES OF ASME SECTION 2.9.

ASME SECTION 2.6. PROVIDE CALCULATIONS TO DPD FOR APPROVAL OF THE ABILITY OFTHE PIT FLOOR AND STRUCTURE TO WITHSTAND THE ELEVATOR BUFFER ENGAGEMENTREACTIONS.

ASME 2.27.1. PROVIDE MEANS OF TWO-WAY CONVERSATION BETWEEN EACH ELEVATORAND A READILY ACCESSIBLE POINT (MAIN ELEVATOR LOBBY) OUTSIDE THE HOISTWAY.

ASME 2.27.1.1.2 THIS STRUCTURE IS CONSIDERED AS UNATTENDED, AND AN ADDITIONALEMERGENCY SIGNALING DEVICES SHALL BE PROVIDED (PHONE TO ANSWERINGSERVICE).

ASME 2.27.1.1.5 PROVIDE AN EMERGENCY POWER SUPPLY FOR THE DEVICES REQUIREDBY 2.27.1 THE SUPPLY SHALL BE CAPABLE OF OPERATING THE AUDIBLE DEVICE FOR ATLEAST ONE HOUR AND THE MEANS OF A TWO-WAY CONVERSATION FOR AT LEAST FOURHOURS.

SBC 3016.9. INSTALL APPROVED KEY RETAINER BOX, KEYED TO THE SECURE CITY KEY.

SBC 3016.10 KEYS REQUIRED FOR THE OPERATION OF ELEVATOR, FIRE EMERGENCYSERVICE, THE MACHINE ROOM AND THE MECHANICAL HOISTWAY ACCESS KEY SHALL BETAGGED AND KEPT IN THE KEY BOX.

COMPLY WITH APPLICABLE CODES.

PASSENGER ELEVATORS SHALL BE ACCESSIBLE AND COMPLY WITH ICC 117.1, CHAPTER296-96 OF THE WASHINGTON ADMINISTRATIVE CODE AND SBC CHAPTER 30. SBC 1109.6.

THE INSTALLATION OF PIPES, DUCTS, CONDUITS, WIRING, AND THE STORAGE OFMATERIALS NOT REQUIRED FOR THE OPERATION OF THE ELEVATOR ARE PROHIBITED INMACHINE ROOMS AND HOISTWAYS. SBC 3010.1. & SBC 3022

ALL NEW ELEVATORS AND THEIR INSTALLATION SHALL CONFORM WITH ASME A17.1 ASAMENDED IN SBC SECTION 3016 AND REQUIREMENTS OF SBC SECTIONS 3017, 3018 AND3019.

ELEVATOR HOISTWAY ENCLOSURES SHALL BE CONSTRUCTED AS SHAFT ENCLOSURESWITH A FIRE-RESISTANCE RATING OF 2 HOURS. SHAFT ENCLOSURES SHALL BECONSTRUCTED AS FIRE BARRIERS IN ACCORDANCE WITH SBC SECTION 706. SBC 707

ELEVATOR INSTALLATIONS SHALL COMPLY WITH ASME A17.1 SECTION 8.4 FOR SEISMICCONSIDERATIONS. THE PROVISIONS FOR SEISMIC ZONE 3 SHALL APPLY. SBC 3016.3.

THIS PROJECT IS NOT GROUP I-3 OCCUPANCY, IT DOES NOT HAVE OCCUPIED FLOORSHIGHER THAN 75' ABOVE THE LOWEST LEVEL OF FIRE DEPATRMENT ACCESS, AND IT ISEQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM COMPLYING WITHSBC 903.3.1.1. THEREFORE ELEVATOR LOBBIES ARE NOT REQUIRED PER SBC707.17.1EXCEPTION 4. THE PROJECT IS NOT USING PRESSURIZATION IN LIEU OF LOBBIES,BECAUSE LOBBIES ARE NOT REQUIRED.

NOT USED

AT LEAST ONE ELEVATOR CAR SHALL BE SIZED TO ACCOMMODATE A 24"x84"AMBULANCE STRETCHER IN THE HORIZONTAL, OPEN POSITION. SBC 3016.12. THE SAMECAR SHALL BE SUPPLIED WITH POWER FROM A LEGALLY REQUIRED STANDBY OREMERGENCY SYSTEM.

ELEVATOR CONTROLS AND MACHINERY OTHER THAN DRIVING MACHINES ANDGOVERNORS SHALL BE LOCATED IN A ROOM DEDICATED EXCLUSIVELY TO ELEVATOREQUIPMENT. ELEVATOR EQUIPMENT AND MACHINE ROOMS SHALL BE ENCLOSED BYFIRE BARRIERS WITH A 1 HOUR RATING. SBC 3020.2. ELEVATOR MACHINE ROOMPROTECTION SHALL BE IN ACCORDANCE WITH DPD DIRECTOR'S RULE 21-97.

PROVIDE WORKING CLEARANCES INSIDE THE EQUIPMENT OR MACHINERY ROOM ASSPECIFIED IN SBC SECTION 3020.4.

PROVIDE A FIXED VERTICAL LADDER OF NON-COMBUSTIBLE MATERIAL IN EACHELEVATOR PIT. THE RUNGS, STEPS, OR CLEATS SHALL BE AT LEAST 16" WIDE. THENEAREST POINT OF THE LADDER SHALL BE WITHIN 39" HORIZONTALLY FROM THE MEANSTO UNLOCK THE EGRESS DOOR FROM THE PIT. THE PIT SHALL ONLY BE ACCESSIBLE TOELEVATOR PERSONNEL. SBC 3023.1. & ASME 2.2.4.2 & 2.2.4.3

PROVIDE A SUMP PUMP IN THE ELEVATOR PIT PER CITY OF SEATTLE REQUIREMENTS.

THE ELEVATOR SHALL BE AN ACCESSIBLE MEANS OF EGRESS COMPLYING WITH SBCSECTION 1007.4. SBC 1007.21.

ELEVATORS SHALL COMPLY WITH THE EMERGENCY OPERATION AND SIGNALING DEVICEREQUIREMENTS OF SECTION 2.27 OF ASME A17.1. A LEGALLY REQUIRED STANDBYPOWER SYSTEM SHALL BE PROVIDED FOR OPERATION OF THE ELEVATOR, THE SHUNTTRIP, AND ELEVATOR CAR LIGHTING IN ACCORDANCE WITH SBC CHAPTER 27 AND THESEATTLE ELECTRIAL CODE.

PROVIDE A TWO-WAY COMMUNICATION SYSTEM PER SBC 1007.8.1.

ELEVATOR NOTES

1)

2)

3)

4)

5)

6)

7)

8)

9)

10)

11)

12)

13)

14)

15)

16)

17)

18)

19)

20)

21)

22)

23)

24)

25)

26)

27)

28)

29)

30)

31)

32)

33)

34)

35)

36)

37)

38)

STAIR TREADS AND RISERS, STAIR RISER HEIGHTS SHALL BE 7 INCHES MAXIMUMAND 4 INCHES MINIMUM. STAIR TREAD DEPTHS SHALL BE 11 INCHES MINIMUM.STAIRS WITHIN AN INDIVIDUAL DWELLING UNIT MAY HAVE A MAXIMUM RISERHEIGHT OF 7.75 INCHES AND A MINIMUM TREAD DEPTH OF 10 INCHES SBC 1009.4.

DIMENSIONAL UNIFORMITY, STAIR TREADS AND RISERS SHALL BE OF UNIFORMSIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLESTRISER OR BETWEEN THE LARGEST AND SMALLEST TREAD SHALL NOT EXCEED0.375 INCH IN ANY FLIGHT OF STAIRS. SBC 1009.4.4.

STAIRWAY WIDTH. THE WIDTH OF STAIRWAYS SHALL NOT BE LESS THAN 44INCHES. SBC 1009.1.

HEADROOM. STAIRWAYS SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF 80INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE OF THENOSINGS. SBC 1009.2.

HANDRAILS. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. HANDRAILSSHALL BE OF A UNIFORM HEIGHT BETWEEN 34" AND 38" ABOVE THE STIAR-TREAD NOSING. HANDRAILS SHALL BE CONTINUOUS SBC 009.12 & SBC 1012.4.

HANDRAIL EXTENSIONS. HANDRAILS SHALL BE CONTINUOUS BETWEEN FLIGHTS,OR THEY SHALL RETURN TO A WALL OR THE WALKING SURFACE. AT THE TOP OFA STAIRWAY, HANDRAILS MUST EXTEND HORIZONTALLY 12 INCHES BEYOND THETOP RISER. AT THE BOTTOM OF A STAIRWAY, HANDRAILS MUST CONTINUE TOSLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER. REFER TOSTAIR PLANS AND DETAILS. SBC 1012.6.

HANDRAIL PROFILES. HANDRAILS ARE TO BE GRASPABLE, WITH A DIAMETERBETWEEN 1 1/4" AND 2". IF THE HANDRAIL IS NOT CIRCULAR IN CROSS SECTION,A SHAPE WITH EQUIVALENT GRASPABILITY SHALL BE PROVIDED. CLEAR SPACEBETWEEN A HANDRAIL AND A WALL SHALL BE 1 1/2" MINIMUM. REFER TO STAIRDETAILS. SBC 1012.3 & 1012.7.

HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED AND CONSTRUCTEDTO THE STRUCTURAL LOADING CONDITIONS SET FORTH IN SBC 1607.7.

IN STAIRWAYS THAT CONTINUE BELOW THE LEVEL OF EXIT DISCHARGE, ANAPPROVED BARRIER SHALL BE PROVIDED AT THE LEVEL OF EXIT DISCHARGETO PREVENT PERSONS FROM UNINTENTIONALLY CONTINUING TO LEVELSBELOW. REFER TO STAIR DETAILS. SBC 1022.7.

STAIRWAY SIGNAGE SHALL BE PROVIDED AT EACH FLOOR LANDING IN INTERIORVERTICAL EXIT ENCLOSURES. THE SIGN SHALL DESIGNATE THE FLOOR LEVEL,THE TERMINUS OF THE TOP AND BOTTOM OF THE STAIR ENCLOSURE, THEIDENTIFICATION OF THE STAIR, THE STORY AND DIRECTION TO THE EXITDISCHARGE, WHETHER THERE IS ROOF ACCESS FROM THE STAIRWAY FOR THEFIRE DEPARTMENT, AND WHETHER THE ROOF IS ACCESSED BY ROOF HATCH.THE SIGN SHALL BE LOCATED 5 FEET ABOVE THE FLOOR LANDING AND BEREADILY VISIBLE WHEN THE DOORS ARE IN BOTH OPEN AND CLOSEDPOSITIONS. REFER TO STAIR DETAILS. SBC 1022.8.

REFER TO EGRESS NOTES, SHEET A0.02 FOR ADDITIONL REQUIREMENTSREGARDING EXIT ENCLOSURES, EXIT SIGNAGE, EXIT LIGHTING, GUARDS, ANDGENERAL MEANS OF EGRESS NOTES.

STAIR NOTES

1)

2)

3)

4)

5)

6)

7)

8)

9)

10)

11)

F

4

2A7.0

9 T @ 11" EA10 R @ 6.67" EA

8' - 3"

UP

3' -

9"

1' -

6"

11 1/2"

11"

3A7.0

ELEV.LEVEL B1

109' - 1"

4

9 T @ 11" EA

114' - 9"

115' - 6"

T.O. STAIRELEV:

3A7.0

T.O. WALLELEV:

10 R @ 7" EA9' - 2"

ELEV.LEVEL B1

109' - 1"

F2

A7.018"

BICYCLE RUNNEL

4A7.0

ELEV.LEVEL 1

118' - 3"

ELEV.LEVEL B1

109' - 1"

ELEV.AVG. GRADE

116' - 1 1/4"

3A7.0

5' -

0"

BIKE RUNNEL

31°



www.nkarch.com



REVISIONS

ISSUANCE

#


A7.0

115205.22.2013

SLMG1152_TRIAD 12TH

STAIR + ELEVNOTES

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 1/4" = 1'-0"BIKE ENTRY STAIR1 SCALE: 1/4" = 1'-0"

BIKE ENTRY STAIR2

SCALE: 1/4" = 1'-0"BIKE RUNNEL SECTION A3 SCALE: 1/4" = 1'-0"

BIKE RUNNEL SECTION B4

ELEV.LEVEL 1

118' - 3"

ELEV.LEVEL 2

128' - 3"

ELEV.LEVEL B1

109' - 1"

ELEV.LEVEL 3

137' - 5"

ELEV.LEVEL 4

146' - 7"

ELEV.LEVEL 7

174' - 1"

ELEV.ROOF DECK

185' - 4"

ELEV.AVG. GRADE

116' - 1 1/4"

B

27' -

6"

9' -

2"9'

- 2"

10' -

0"

9' -

2"TO

TAL

ELEV

ATO

R T

RAV

EL D

ISTA

NC

E76

' - 3

"F3

F6

F3

F33 HR.

F1

F1

CAB

8 R

@ 6

.88"

EA

4' -

7"8

R @

6.8

8" E

A4'

- 7"

8 R

@ 6

.88"

EA

4' -

7"8

R @

6.8

8" E

A4'

- 7"

8 R

@ 6

.88"

EA

4' -

7"9

R @

6.6

7" E

A5'

- 0"

9 R

@ 6

.67"

EA

5' -

0"8

R @

6.8

8" E

A4'

- 10

1/4

"8

R @

6.8

8" E

A4'

- 3

3/4"

4 R

@ 6

.7" E

A2'

- 1

3/4"

8 R

@ 6

.7" E

A

4' -

3 1/

2"

8 R

@ 6

.7" E

A

4' -

3 1/

2"

8 R

@ 6

.88"

EA

4' -

7"

193' - 10"



A9.75

A9.76

A9.77

MECHANICALROOM

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

11' -

3"

18"x18"x18" SUMPPUMP WITH FLUSHMOUNTED STEELGRATE COVER

LAD

DER

HEI

GH

T8'

- 6"

4' -

0"12

"

LADDER

A7.0ALTERED CUT PLANE @ 7'





A7.0ALTERED CUT PLANE @ 7'7

5

5

5

8

4

A7.0ALTERED CUT PLANE @ 7'3

6' -

8" M

IN. C

LR.

3' -

0" T

YP.

OVE

RR

UN

TO

BO

TTO

M O

F H

OIS

T BE

AM15

' - 0

"

202' - 11"

5' -

6"

195' - 3"

8" DEEP HOIST BEAM

HOISTWAY VENTING

A9.02

A9.810

A9.86

A9.85

ELEV.ELEVATOR PIT

103' - 7"

9

A9.8

PAVERS PERLANDSCAPE PLANS

A9.01

2B

A9.126



CONCRETE WALL

CMU WALL




7A7.1

B

3

9' -

0"

8' - 0 1/2"

18"x18"x18"SUMP PUMPWITH FLUSHMOUNTEDSTEEL GRATECOVER

SWITCHC1

T.O. FOUNDATIONELEV: 103' - 7"

1' - 6"

1' -

6"

S

LADDER

DUPLEXRECEPTACLE

LIGHT

C1C1

C1

7A7.1

A

B

3

100STAIR A

102ELEV

DN UP

9' -

0"5'

- 5"

9 R

. @ 6

.67"

EA

7' -

4"

5' -

5"9

R. @

6.6

7" E

A7'

- 4"

4' -

5"

8' - 8 1/2"

5"

27' -

2"

SPC2

C2

C1

C1

C2

EXIT

113' - 4 49/64"T.O. SLABELEV:

8 T

@ 1

1" E

A

8 T

@ 1

1" E

A

GATE

12"

11"

12"

A9.82

3' - 11" 3' - 11"

C1 A9.22

11"

7A7.1

A

B

3

B00STAIR A

B02ELEV

9' -

0"5'

- 5"

9 R

. @ 6

.88"

EA

7' -

4"4'

- 5"

8' - 1"

CLEAR3' - 11" 0' - 5"

CLEAR3' - 11"

6' -

4"

8 R

. @ 6

.88"

EA

6' -

5"4'

- 5"

SP

C1

C2

C2

001

C1

EXIT


8 T

@ 1

1" E

A

7 T

@ 1

1" E

A

17' -

2"

UP 11"

12"

11"

A9.84

8' - 5 3/4"

7A7.1

B

3

5' -

5"8

R. @

6.8

8" E

A6'

- 5"

9 R

. @ 6

.67"

EA

7' -

4"5'

- 5"

9' -

0"

DN UP

200STAIR A

SPC2

C2

C2

C1

C1

EXIT

8 T

@ 1

1" E

A

7 T

@ 1

1" E

A

11"

12"

11"

12"

CLEAR3' - 11" 0' - 5"

CLEAR3' - 11"

C1

A9.22

7A7.1

B

3

302ELEV

300STAIR A

DN UP

8' -

11 3

/4"

5' -

5"8

R. @

6.8

8" E

A6'

- 5"

CLEAR3' - 8" 0' - 5"

CLEAR3' - 8"

5' -

5"

8 R

. @ 6

.88"

EA

6' -

5"

SPE3

E3

E3

A5

A5

8' - 2 1/4"

EXIT

R 3' - 8"

7 T

@ 1

1" E

A

7 T

@ 1

1" E

A

11"

12"

12"

11"

E3

A9.22

7A7.1

B

3

R00STAIR A

R02ELEV

7' - 10"

UP

CLEAR3' - 8 1/2" 0' - 4" 3' - 9"

8' -

11 3

/4"

5' -

5"

8 R

. @ 6

.7" E

A

6' -

5"

3' -

8"

1' -

1"8

R. @

6.7

" EA

6' -

5"

5 R. @ 6.7" EA3' - 8"

SP

E3

E3

E1

E3

A5

A5

R 3' - 8

"

7 T

@ 1

1" E

A

7 T

@ 1

1" E

A

4 T. @ 11" EA

11"

12"

11"

E3

A9.22

12"

12"

11" 12"

6A9.12

FIBER CEMENT PANEL


NOT USED

CONCRETE











AIR INTAKE VENT




OVERFLOW SCUPPER

MATERIALS LIST:

1

2A

2B

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18



www.nkarch.com



REVISIONS

ISSUANCE

#


A7.1

115205.22.2013

SLMG1152_TRIAD 12TH

STAIR A

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 1/4" = 1'-0"STAIR A - EAST7

SCALE: 1/4" = 1'-0"ELEVATOR PIT1 SCALE: 1/4" = 1'-0"

STAIR A - LEVEL 13SCALE: 1/4" = 1'-0"STAIR A - LEVEL B12

SCALE: 1/4" = 1'-0"STAIR A - LEVEL 24 SCALE: 1/4" = 1'-0"

STAIR A - LEVEL 3-75 SCALE: 1/4" = 1'-0"STAIR A - ROOF6

*SEE 1/A7.1 FORALTERED CUT PLANE

*SEE 1/A7.1 FORALTERED CUT PLANE


ELEV.LEVEL 1

118' - 3"

ELEV.LEVEL 2

128' - 3"

ELEV.LEVEL B1

109' - 1"

ELEV.LEVEL 3

137' - 5"

ELEV.LEVEL 4

146' - 7"

ELEV.LEVEL 7

174' - 1"

ELEV.ROOF DECK

185' - 4"

ELEV.AVG. GRADE

116' - 1 1/4"

D

F1

F1

F33 HR.

F3

F6

F3

4 R

@ 6

.75"

EA

2' -

3"8

R @

6.7

5" E

A

4' -

6"

8 R

@ 6

.75"

EA

4' -

6"

8 R

@ 6

.88"

EA

4' -

7"

11' -

3"

27' -

6"

9' -

2"9'

- 2"

10' -

0"

9' -

2"

8 R

@ 6

.88"

EA

4' -

7"8

R @

6.8

8" E

A4'

- 7"

8 R

@ 6

.88"

EA

4' -

7"8

R @

6.8

8" E

A4'

- 7"

8 R

@ 6

.88"

EA

4' -

7"5'

- 0"

5' -

0"8

R @

6.8

8" E

A4'

- 7"

8 R

@ 6

.88"

EA

4' -

7"

UNIT

UNIT

UNIT

UNIT

STAIR EXITDISCHARGE

TRANSFORMERROOM

UNIT

UNIT

UNIT

UNIT

UNIT

UNIT

TYP.

3' -

0"

A9.125

ELEV.LEVEL 1

118' - 3"

ELEV.LEVEL 2

128' - 3"

ELEV.LEVEL B1

109' - 1"

ELEV.LEVEL 3

137' - 5"

ELEV.LEVEL 4

146' - 7"

ELEV.LEVEL 7

174' - 1"

ELEV.ROOF DECK

185' - 4"

ELEV.AVG. GRADE

116' - 1 1/4"

1A7.21

F1

F1

F33 HR.

F3

F3

F6

11' -

3"

27' -

6"

9' -

2"9'

- 2"

10' -

0"

9' -

2"

15' -

11

1/2"

8 R

@ 6

.88"

EA

4' -

5 1/

2"8

R @

6.8

8" E

A4'

- 8

1/2"

8 R

@ 6

.88"

EA

4' -

5 1/

2"8

R @

6.8

8" E

A4'

- 8

1/2"

8 R

@ 6

.88"

EA

4' -

5 1/

2"9

R @

6.6

7" E

A5'

- 1

1/2"

9 R

@ 6

.67"

EA

4' -

10 1

/2"

8 R

@ 6

.88"

EA

4' -

7"8

R @

6.8

8" E

A4'

- 7"

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

A9.83

A9.84

5A9.12

1A7.2

D

2A7.2

1

4' -

9"8

R @

6.8

75" E

A6'

- 5"

3' -

11"

15' -

1"

4' -

9"

8 R

@ 6

.875

" EA

6' -

5"3'

- 11

"

UP

SP

EXIT

C2

C1C1


7 T

@ 1

1" E

A

7 T

@ 1

1" E

A

R 3'

- 8"

A9.84

CLEAR3' - 8 3/4"

0' - 4"

3' - 11" CLR

8' - 5"

CLEARR 3'

- 8"

11"

1A7.2

D

2A7.2

1

10' -

4"

4' -

10"

8 R

. @ 6

.67"

EA

7' -

4"3'

- 11

"

8 R

. @ 6

.67"

EA

6' -

5"3'

- 11

"

DN

UP

SP

EXIT

C1C1



7 T

@ 1

1" E

A

7 T

@ 1

1" E

A

GATE

DN

11"

11"

12"

3 R

. @ 6

.67"

EA

1' -

10"

2 T.

@ 1

1" E

A

12"

A9.82

8' - 5"

CLEAR3' - 8"

0' - 4"

3' - 11" CLR

CLEA

R

R 3'

- 8"

BLD

G.

EXIT

C4

C4C4

11"

12"

12"

11"

1A7.2

D

2A7.2

1

4' -

0"

9 R

. @ 6

.67"

EA

7' -

4"3'

- 11

1/4

"

11' -

4"

3' -

11 1

/4"

UPDN

SP

EXIT

E3

C1

T.O. SLABELEV:

8 T

@ 1

1" E

A

7 T

@ 1

1" E

A

CLEAR3' - 8 1/4"

0' - 4"

3' - 11"

CLEA

R

R 3'

- 8"

11"

12"

11"

12"

1A7.2

D

2A7.2

14'

- 10

"

8 R

. @ 6

.88"

EA

6' -

5"4'

- 0"

4' -

10"

8 R

. @ 6

.88"

EA

6' -

5"4'

- 0"

UPDN

SP

EXIT

E3

E3E3

7 R

@ 1

1" E

A

7 R

@ 1

1" E

A

CLEAR3' - 8"

0' - 4"CLEAR3' - 8"

15' -

3"

R 3'

- 8"

8' - 11 3/4"

12"

11"

12"

11"

1A7.2

D

2A7.2

1

UP

SP

E3

E3E3

2' - 9"

5' -

5 1/

4"8

R @

6.7

" EA

6' -

5"4'

- 0"

15' -

10

1/4"

7 T

@ 1

1" E

A

5' -

5 1/

4"8

R @

6.7

" EA

6' -

5"4'

- 0"

7 T

@ 1

1" E

A

CLEAR3' - 8"

0' - 4"

3' - 8" CLR

R 3

' - 8

"

R 3' - 8" E3

8' - 11 3/4"

R 3'

- 8"

11" 12"

12"

11"

12"

5A9.12



CONCRETE WALL

CMU WALL






www.nkarch.com



REVISIONS

ISSUANCE

#


A7.2

115205.22.2013

SLMG1152_TRIAD 12TH

STAIR B

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 1/4" = 1'-0"STAIR B - EAST1

SCALE: 1/4" = 1'-0"STAIR B - NORTH2

SCALE: 1/4" = 1'-0"STAIR B - LEVEL B13

SCALE: 1/4" = 1'-0"STAIR B - LEVEL 14

SCALE: 1/4" = 1'-0"STAIR B - LEVEL 25

SCALE: 1/4" = 1'-0"STAIR B - LEVEL 3-76

SCALE: 1/4" = 1'-0"STAIR B - ROOF7


ELEV.LEVEL 1

118' - 3"

ELEV.LEVEL 2

128' - 3"

ELEV.LEVEL B1

109' - 1"

ELEV.LEVEL 3

137' - 5"

ELEV.AVG. GRADE

116' - 1 1/4"

6

10' -

10"

0' -

5"7'

- 0"

0' -

10"

1' -

6"

A9.15

A9.46

A9.01

A9.62

ELEV.LEVEL 1

118' - 3"

ELEV.LEVEL 2

128' - 3"

ELEV.LEVEL B1

109' - 1"

ELEV.LEVEL 3

137' - 5"

ELEV.LEVEL 4

146' - 7"

ELEV.LEVEL 5

155' - 9"

A9.47

A9.01

A9.515

A9.511

ELEV.LEVEL 2

128' - 3"

ELEV.LEVEL B1

109' - 1"

ELEV.LEVEL 3

137' - 5"

ELEV.LEVEL 7

174' - 1"

ELEV.ROOF DECK

185' - 4"

A9.17

A9.13

A9.42

A9.41

A9.03

A9.45

ELEV.LEVEL 2

128' - 3"

ELEV.LEVEL B1

109' - 1"

ELEV.LEVEL 3

137' - 5"

ELEV.LEVEL 7

174' - 1"

ELEV.ROOF DECK

185' - 4"

1

A9.01

A9.110

A9.55

A9.57

A9.12

A9.51

A9.53

A9.14

A9.13



www.nkarch.com



REVISIONS

ISSUANCE

#


A8.0

115205.22.2013

SLMG1152_TRIAD 12TH

WALL SECTIONS

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 1/2" = 1'-0"WALL SECTION (EAST ENTRY)1 SCALE: 1/2" = 1'-0"

WALL SECTION (NORTH ENTRY)2 SCALE: 1/2" = 1'-0"WALL SECTION (SOUTH)3 SCALE: 1/2" = 1'-0"

WALL SECTION (WEST)4

4" TOPPING SLAB OVER W/P

EXPANSION JOINT(PER W/P CONSULTANT)

SLOPE PER CIVIL/STRUCTURAL

WATERPROOFING LAYERS(PER W/P CONSULTANT)

TERMINATION BAR(PER W/P CONSULTANT)

TERMINATION BAR (PERW/P CONSULTANT)


F2

C1CONTINUOUS BENTONITE WATERSTOP

SHORING SYSTEM PERSHORING CONSULTANT

PVC DRAIN PIPE(PER CIVIL).TIGHT-LINETO STORM

CONT.BENTONITEWATERSTOP

EXPANSION JOINT

CONT. BUTYL TAPETERMINATES VAPOR

RETARDER

PVC DRAINS(PER SHORING)

FREE DRAININGGRAVEL

(PER SHORING)

FOOTING &FOUNDATIONWALL(PER STRUCT.)

C2

F6

PROVIDE MIN. R-5RIGID INSUL. @

THERMAL BREAK.PROVIDE R-10

RIGID INSUL. FOR24" INBOARD

FROM PERIMETER.

GRID

SHORINGSYSTEM PERSHORINGCONSULTANT

F6

EXPANSION JOINT

CONT. BUTYL TAPE TERMINATESVAPOR RETARDER

CONT. BENTONITEWATERSTOP

PVC DRAIN PIPE(PER CIVIL).TIGHT-LINE TOSTORM

FREE-DRAINING GRAVEL


FREE DRAININGGRAVEL

(PER SHORING)

C2

GENERAL DETAIL NOTES:

• NOTE: REFER TOBUILDING ENVELOPECONSULTANT DRAWINGSFOR ALL WATERPROOFINGAND AIR BARRIER DETAILS.

CONT. BUTYLTAPE

TERMINATESVAPOR

RETARDER


LAP FILTER FABRIC 12" MIN.

CONTINUOUSBENTONITE

WATERSTOP

FOOTING, NTS (PER STRUCT.)

RATSLAB(AS REQ'D)

CONT.BENTONITE

WATERSTOP

C1

F6

(CRYSTALLINECONCRETE PER

W/P CONSULTANT)CONCRETESTEM WALL

CONTINUOUSWATERSTOP

DRAINAGE MATERIAL

F2

C2

UNIT

C2

3' -

6"3'

- 9

3/4"

0' -

10"

A9.512

A9.54



www.nkarch.com



REVISIONS

ISSUANCE

#


A9.0

115205.22.2013

HC, SLMG1152_TRIAD 12TH

DETAILS -CONCRETE

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 1 1/2" = 1'-0"FLOOR @ SLAB ON GRADE - TRASH AREA/ALLEY5

SCALE: 1 1/2" = 1'-0"TYP. CANT. FOOTING1

SCALE: 1 1/2" = 1'-0"TYP. SPREAD FOOTING3

SCALE: 1 1/2" = 1'-0"ELEVATOR PIT FOOTING2

SCALE: 1 1/2" = 1'-0"SECTION: EAST WINDOW WELL4

REFERENCE W/P DETAIL: 3/BE-1.00 REFERENCE W/P DETAIL: 5/BE-1.00

REFERENCE W/P DETAIL: 2/BE-1.00





WATERPROOFINGLAYERS (PER W/PCONSULTANT)

CONTINUOUS METALFLASHING

EXTEND ROOFMEMBRANE UP PARAPET

R1

MIN. R-38 BATTINSULATION FOR18" INTO ROOFCAVITY

GRID

WALL PER PLAN

FIBER REINFORCED CEMENT PANEL


RIM JOIST


F1

R-21 BATTINSULATION

GRID

WALL PER PLAN



F2

GRID

WALL PER PLAN

F1

FIBER REINFORCEDCEMENT PANEL SIDINGPER ELEV


RIM JOIST PER STRUCT.

R-21 BATTINSULATION

PANEL REVEALSPER ELEV

WALL PER PLAN

THRU-WALL FLASHING

F3

FIBER REINFORCEDCEMENT PANEL SIDING(PER ELEVATION)

WATERPROOFING LAYER(PER WATERPROOFINGCONSULTANT)

2" POLYISO RIGIDINSULATION,MAINTAIN 2" MIN.AT EDGE OF SLAB

GRID

WALL PER PLAN

WALL PER PLAN

THRU-WALL FLASHING

CONCRETE COLUMN(PER STRUCT.)

RESILIENTCAULKING

GRID

WALL PER PLAN

WALL PER PLAN

2" RIGID INSULATION


RESILIENTCAULKING

C2

GRID

C2ALIGN GYPSUM WALLBOARD FOR SMOOTHFINISH, SHIM AS REQUIRED

ALIGN GYPSUM WALLBOARD FOR SMOOTHFINISH, SHIM AS REQUIRED

2" RIGID INSULATION

C2

F3

GRID

LEVEL 2

WALL PER PLAN

EXT.

UNIT

UNIT(BATHROOM)


RESILIENTCAULKING

WALL PER PLAN

GRID

2" RIGID INSULATION

PREFINISHED METAL

BREATHER MEMBRANE

W/P LAYERS (PERW/P CONSULTANT)

FIBER REINFORCEDCEMENT PANEL

GRID

WALL PER PLAN

4" T

YP.

PER ROOF PLAN

4"

R1

FIBER REINFORCEDCEMENT PANELSIDING PER ELEV


HIGH TEMPATURESELF ADHESIVEMEMBRANE

1' -

6"

PARAPET FRAMINGBY TRUSS MFR.REFER TO STRUCT.FOR FURTHERINFORMATION

T.O. PARAPET

PANEL REVEALSPER ELEV

2% SLOPE

PREFINISHED METALFACIA WITH DRIP

FIBER REINFORCEDCEMENT PANELSIDING, ON 2 3/4"EXT PLY WOOD

1/2"

PRE-FIN DRIP EDGE

FIBER REINFORCEDCEMEMT PANEL

TRUSSINTEGRATED W/PARAPET FRAMEPER STRUCT.

FIBER REINFORCEDCEMENT PANELSIDING, SHOWNBEYOND WHEREOCCURS

PRE-FINISHED METALCOPING

GRID

WALL PER PLAN

C2

C2F3

GRID

TERMINATION BAR PERW/P CONSULTANT

CONTINUOUSWATERSTOP

LOUVERED VENT CAP

BRAKE FORM SHROUD

ENSURE CONTINUITYOF AIR BARRIER,PROVIDE SEAL AT ALLPENETRATIONS

GRID

WALL PER PLAN

EXTERIOR CLADDING(SEE BLDG. ELEVATIONS)

LOUVERED VENT CAP

BRAKE FORM SHROUD

ENSURE CONTINUITYOF AIR BARRIER,PROVIDE SEAL AT ALLPENETRATIONS

RIM JOIST, TYP.

GRID

WALL PER PLAN

INTERIOR

METAL SIDINGPER ELEV

CORNER CLIPFOR DRYWALLINSTALLATION

WALL PER PLAN

WRB LAYERS(PER W/P CONSULTANT)

GRID

GR

ID

LINE OF METALSIDING ABOVE



www.nkarch.com



REVISIONS

ISSUANCE

#


A9.1

115205.22.2013


DETAILS - EXTERIORWALLS

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 1 1/2" = 1'-0"EXT. WALL AT TYPICAL PARAPET (METAL SIDING)3

SCALE: 1 1/2" = 1'-0"EXTERIOR WALL AT RIMJOIST (METAL SIDING)2

SCALE: 1 1/2" = 1'-0"EXTERIOR WALL AT SLAB EDGE (METAL SIDING)1

SCALE: 1 1/2" = 1'-0"PANEL SIDING AT WOOD FLOOR (FC PANEL)6

SCALE: 1 1/2" = 1'-0"EXTERIOR WALL AT SLAB EDGE (FC PANEL)5

SCALE: 1 1/2" = 1'-0"PARTY WALL (FIRE PARTITION) @ CONC. COLUMN13

SCALE: 1 1/2" = 1'-0"PARTY WALL (FIRE PARTITION) @ CONC. COLUMN12

SCALE: 1 1/2" = 1'-0"EXT. CONCRETE AT CONCRETE SLAB (METAL SIDING)10SCALE: 1 1/2" = 1'-0"

FURRING AT EXT. CONC. COLUMN (METAL SIDING)14

SCALE: 3" = 1'-0"TYPICAL PARAPET (METAL SIDING)4

SCALE: 1 1/2" = 1'-0"CORNICE FRAME AT PARAPET (FC PANEL)7

SCALE: 1 1/2" = 1'-0"EXT. CONCRETE AT SLAB EDGE11

SCALE: 3" = 1'-0"DETAIL: VENTING THROUGH EXT. WALL (TYPE IA)9

SCALE: 3" = 1'-0"DETAIL: VENTING THROUGH EXT. WALL (TYPE VA)8

SCALE: 1 1/2" = 1'-0"EXT. BLDG. CORNER @ BIKE ENTRY (LEVEL 1)15



REFERENCE W/P DETAIL: 9/BE-2.00REFERENCE W/P DETAIL: 5+6/BE-2.00



REFERENCE W/P DETAIL: 6/BE-4.00 REFERENCE W/P DETAIL: 6/BE-5.00


INTERIOR INTERIOR

EXTERIOR CORNER - LEVELS 3-7 EXTERIOR CORNER - LEVEL 2



METAL SIDINGPER ELEV METAL SIDING PER ELEV



WALL PER PLAN


WALL PER PLAN


GRID GRID

GR

ID

GR

ID

CORRIDOR

UNIT

EXTERIOR

CORRIDOR

UNIT

EXTERIOR

CORRIDOR

UNIT

EXTERIOR

LEVELS 3-7

LEVEL 2

LEVEL 1

REF. A

REF. A

REF. A

REF. B

REF. B

REF. B

METAL SIDING PER ELEV

METAL SIDING PER ELEV


CORNER CLIPFOR DRYWALLINSTALALTION



CORRIDOR

UNIT

EXTERIOR

LEVEL B1

REF. A

REF. B


GRID

GRID

GRID

GRID

METAL SIDING BELOW

METAL SIDING BELOW

WALL PER PLAN

WALL PER PLAN

C2 C2

C2 C2

DOOR PER PLAN

WINDOW PER PLAN

CORRIDOR

UNIT

EXTERIOR

CORRIDOR

UNIT

CORRIDOR

UNIT

EXTERIOR

LEVELS 3-7

LEVEL 2

LEVEL 1




WRB LAYERS(PER W/PCONSULTANT)

METAL SIDING BELOW

METAL SIDING BELOW

GRID

GRID

GRID

LINE OF METALSIDING ABOVE

EXTERIOR




WALL PER PLAN

WALL PER PLAN

WALL PER PLAN

C2

C2

C25'-0

" WAL

L EX

TEN

SIO

N

0' - 8 1/2"

0' - 8 1/2"

5'-0

" WAL

L EX

TEN

SIO

N5'

-0" W

ALL

EXTE

NSI

ON

INTERIOR CORNER - LEVELS 3-7




WALL PER PLAN


EXTERIOR



www.nkarch.com



REVISIONS

ISSUANCE

#


A9.2

115205.22.2013



TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 1 1/2" = 1'-0"TYP. EXT. BLDG. CORNER WALL STACK (METAL SIDING)4

SCALE: 1 1/2" = 1'-0"EXT. WINDOW CONDITIONS @ SOUTH CORRIDOR1SCALE: 1 1/2" = 1'-0"

EXT. WINDOW CONDITIONS @ NORTH CORRIDOR2SCALE: 1 1/2" = 1'-0"TYP. INT. BLDG. CORNER WALL STACK (METAL SIDING)3

REFERENCE W/P DETAIL: 2+8/BE-2.00


ELEVATOR

EXTERIORSTAIR

LOBBY

ELEVATOR

EXTERIORSTAIR

CORRIDOR

BASEMENT + LEVEL 1 LEVEL 2

ELEVATOR

EXTERIORSTAIR

CORRIDOR

LEVELS 3-7


CORRIDOR

ELEVATOR

UNIT

BASEMENT + LEVEL 1 LEVEL 2 LEVELS 3-7

CORRIDOR

ELEVATOR

UNIT

CORNER BEAD

CORRIDOR

ELEVATORUNIT

CORNER BEAD

FURR W/ 2" RIGIDINSULATION AND 1

LAYER OF 5/8" GWBTO IMPROVE UNITACOUSTICS NEAR

ELEVATOR

FURR W/ 2" RIGIDINSULATION AND 1

LAYER OF 5/8" GWBTO IMPROVE UNITACOUSTICS NEAR

ELEVATOR



www.nkarch.com



REVISIONS

ISSUANCE

#


A9.3

115205.22.2013



TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 1 1/2" = 1'-0"PLAN: ELEVATOR + STAIR WALL CONNECTION1

SCALE: 1 1/2" = 1'-0"PLAN: ELEVATOR + CORRIDOR WALL CONNECTION2

TYP.

1/4"

1' - 6"

1' -

6"

GRID

WATERPROOFINGLAYERS PER W/P

CONSULTANT

R-21 BATTINSULATION

FIBER REINFORCEDCEMENT PANEL SIDINGPER ELEVATION


SHEATHING PERSTRUCT.

WOOD FURRING

WATERPROOFING LAYERSPER W/P CONSULTANT

METAL BALCONET RAIL

VINYL SLIDERSEALANT (PER W/PCONSULTANT)

BOLT IN SLOTTED HOLEW/SPACER

DIAGONAL BRACING,PER STRUCT.

WOOD FRAMINGPER STRUCT.

PT BLOCKING FOR RAIL

WALL PER PLAN

GRID

SOLID HATCH:INSTALL 1/2" GYPSUMFIREBLOCKING EVERY 20 FEET ATVERTICAL STUD BREAKS

GRID

1' -

6"

1' - 6"

1/4"

WATERPROOFINGLAYERS PER W/P

CONSULTANT

FIBER REINFORCEDCEMENT PANEL SIDING,PER ELEV


FURRING PER MFR.

WATERPROOFINGLAYERS PER W/PCONSULTANT

RIGID INSUL.METAL BALCONET RAIL

VINYL SLIDER

BOLT IN SLOTTED HOLEW/SPACER

CONCRETE COLUMNPER PLANS SEALANT AND BACKER ROD

METAL FRAMING ANDCROSSBRACING PER

STRUCT.

WALL PER PLAN

GRID

SOLID HATCH:INSTALL 1/2" GYPSUMFIREBLOCKING EVERY 20 FEET ATVERTICAL STUD BREAKS

METAL BALCONET RAIL

KNIFE PLATE

VINYL SLIDER

SEALANT PER W/PCONSULTANT

A4

4" SPHERE SHALLNOT PASSPER IBC 1013.2

WALL PER PLAN

GR

ID

METAL BALCONET RAIL

KNIFE PLATE

VINYL SLIDER

SEALANT (PER W/PCONSULTANT)

B4

ANCHOR TOSTRUCTURE PER MFR

4" SPHERE SHALLNOT PASSPER IBC 1013.2

GR

ID

WALL PER PLAN

SLIDER DOOR PER SCHEDULE


WATERPROOFING LAYERS

FIBER REINFORCED CEMENT PANELSIDING

F1

METAL BALCONET

4" SPHERE SHALL NOT PASS PER IBC 1013.2

METAL SILL PAN, SHIM FOR DRAINAGE

GRID

WALL PER PLAN

THRU-WALL FLASHING CONTINUOUS ALONGWALL @ EVERY WINDOW HEAD, TYP




FIBER REINFORCED CEMENT PANELSIDING (PER ELEV)

METAL BALCONET

COUNTERSUNK ANCHOR BOLT PERSTRUCT W/FIRE TREATED BLOCKINGRIPPED TO SIZE FOR SILL

ANCHOR TO STRUCTURE PER MFR

METAL SILL PAN FLASHING,SHIM FOR DRAINAGE

4" SPHERE SHALL NOTPASS PER IBC 1013.2

WALL PER PLAN

GRID


1' -

6"

1' - 6"WINDOW PER SCHEDULE

STOREFRONT PERSCHEDULE WHEREOCCURS PER PLANS

SPRAY FOAM INSULATION

SLOPE PRE-FIN METAL SILLFLASHING W/ DRIP EDGE

FIBER CEMENTPANEL SIDING

STEEL FRAMING 12" O.C.

STEEL CHANNEL PERSTRUCT.

ATTACHMENT PERSTRUCTURAL

PRE-FIN DRIP EDGE

CEDAR SLAT SOFFIT

PREFINISHED Z-METAL TRIM

GRID

WALLPER

PLAN

SOLID HATCH:INSTALL 1/2" GYPSUMFIREBLOCKING EVERY 20 FEETAT HORIZONTAL STUD BREAKS

1' -

6"

6' - 0" AT ENTRYWINDOW PER SCHEDULE

STOREFRONT PERSCHEDULE WHEREOCCURS PER PLANS

SPRAY FOAM INSULATIONSLOPE

3/8" PER FOOT PRE-FIN METAL SILLFLASHING W/ DRIP EDGE

FIBER CEMENTPANEL SIDING

STEEL FRAMING 12" O.C.

STEEL CHANNEL PERSTRUCT.ATTACHMENT PERSTRUCTURAL

PRE-FIN DRIP EDGE

PREFINISHED Z-METAL TRIM

GRID

WALLPER

PLAN

CEDAR SLAT SOFFIT

SOLID HATCH:INSTALL 1/2" GYPSUMFIREBLOCKING EVERY 20 FEETAT HORIZONTAL STUD BREAKS




METAL BALCONET

SILL FLASHING (PER W/P CONSULTANT)

4" SPHERE SHALL NOT PASS PER IBC 1013.2

1' -

6"

SPRAY FOAM INSULATION

SLOPEPRE-FIN METAL SILLFLASHING W/ DRIP EDGE

FIBER CEMENT PANEL SIDING

STEEL FRAMING, SEE STRUCT

SHEATHING PER STRUCT

B

SOLID HATCH:INSTALL 1/2" GYPSUMFIREBLOCKING EVERY 20FEET AT HORIZONTALSTUD BREAKS

ATTACHMENT PER STRUCT


PRE-FIN DRIP EDGE

1' - 6"

FIBER REINFORCEDCEMENT PANEL SIDINGPER ELEVATION

FURRING PERMANUFACTURER

1/4"GRID

WALL PER PLAN

SOLID HATCH:INSTALL 1/2" GYPSUMFIREBLOCKING EVERY20 FEET AT VERTICALSTUD BREAKS

FIBER CEMENT PANEL

W/P LAYERS(PER W/P CONSULTANT)

THRU-WALL FLASHINGCONTINUOUS ALONGWALL @ EVERY WINDOWHEAD, TYP

WINDOW (PER SCHEDULE)

INTERIOR EXTERIOR

FURRING

GRIDWINDOW (PER SCHEDULE)

CAP FLASHING WITH DRIPOVER TOP EDGE OFPANEL SIDING

METAL SIDING


THRU-WALL FLASHINGCONTINUOUS ALONGWALL @ EVERY WINDOWHEAD, TYP


INTERIOR EXTERIOR

GRIDWINDOW (PER SCHEDULE)

CAP FLASHING WITH DRIPOVER TOP EDGE OFMETAL SIDING

BACKER ROD / SEALANT

FURRING

INTERIOREXTERIOR


CAP FLASHING WITH DRIPOVER TOP EDGE OFMETAL SIDING

BACKER ROD / SEALANT

METAL SIDING


BLOCKING



www.nkarch.com



REVISIONS

ISSUANCE

#


A9.4

115205.22.2013

HC, SL, MCMG1152_TRIAD 12TH

DETAILS - WINDOWS+ SLIDERS

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 1 1/2" = 1'-0"SIDING TRANSITION @ FIN (TYPE VA)10

SCALE: 1 1/2" = 1'-0"SIDING TRANSITION CONC. COLUMN @ FIN9

SCALE: 1 1/2" = 1'-0"VINYL SLIDER JAMB AT PARTY WALL (TYPE VA)4

SCALE: 1 1/2" = 1'-0"VINYL SLIDER JAMB AT PARTY WALL (TYPE 1A)3

SCALE: 1 1/2" = 1'-0"VINYL SLIDERS HEAD AND SILL AT FLOOR (TYPE VA)2

SCALE: 1 1/2" = 1'-0"VINYL SLIDERS HEAD AND SILL AT CONCRETE SLAB1

SCALE: 1 1/2" = 1'-0"STOREFRONT HEAD AT ENTRY CANOPY (NORTH)7

SCALE: 1 1/2" = 1'-0"STOREFRONT HEAD AT ENTRY CANOPY (EAST)6

SCALE: 1 1/2" = 1'-0"VINYL SLIDER SILL @ CONC. SLAB/FRAME (TYPE 1A)5

SCALE: 1 1/2" = 1'-0"BLDG. CORNER @ STOREFRONT + FIN11 REFERENCE W/P DETAIL: 7/BE-3.20






SCALE: 1 1/2" = 1'-0"VINYL WINDOW AT VA FLOOR (METAL / FC PANEL)12 SCALE: 3" = 1'-0"

VINYL WINDOW AT VA FLOOR (METAL / FC PANEL)8


METAL SIDING

W/P LAYERS

PREFINISHED METALHEAD FLASHING


INTERIOR

EXTERIOR

HEADER PER STRUCTURAL

SHIM TO MATCHSIDING AT TYPE 1ACONSTRUCTION

GRID

WALL PER PLAN

METAL SIDING

WINDOW (PERSCHEDULE)

W/P LAYERS

INTERIOR

EXTERIOR

3/4" C-GIRT

METALFLASHING

GR

ID

WALL PER PLAN

BACKER ROD & SEALANT

SILL


SHIM AS REQ'D

INTERIOR EXTERIOR

METAL SIDING

W/P LAYERS


SPACER

GRID

WALL PER PLAN

3/4" C-GIRT



C2

UNIT

VINYL WINDOWPER SCHEDULE

STRAP PER MFR.FASTENER PER MFR.

BACKER RODAND SEALANT

C2

UNITVINYL WINDOWPER SCHEDULE

STRAP PER MFR.

FASTENER PER MFR.

BACKER ROD AND SEALANT

SHIM AS REQ'D


STRAP PER MFR.

FASTENER PER MFR.SHIM AS REQ'D

UNIT

C2

BACKER ROD ANDSEALANT

WATERPROOFINGPER W/PCONSULTANT

SLOPE:1/4" PER FT.

METAL SIDING


W/P LAYERS

INTERIOR

EXTERIOR

3/4" C-GIRT

METAL FLASHING

WALL PER PLAN

WALL PER PLAN

GR

ID

METAL SIDING


PREFINISHED METALHEAD FLASHING


INT. EXT.

3/4" C-GIRT

WALL PER PLAN

GRID


SILLWINDOW (PER SCHEDULE)

SHIM AS REQ'D

INT. EXT.

METAL SIDING

W/P LAYERS

3/4" C-GIRT


GRID

WALL PER PLAN


SILL


SHIM AS REQ'D

INTERIOREXTERIOR

FIBER CEMENT PANEL


PANEL CLIP


SPACER

WALL PER PLAN

GRID

FIBER CEMENT PANEL



INTERIOR

EXTERIOR

SPACERMETALFLASHING

WALL PER PLAN

GR

ID

FIBER CEMENT PANEL




INTERIOR

EXTERIOR


PANEL CLIP

SPACER

GRID

WALL PER PLAN


SILL


SHIM AS REQ'D

INT.

EXT.

FIBER CEMENT PANEL


PANEL CLIP


GRID

WALL PER PLAN

FIBER CEMENT PANEL



INTERIOR

EXTERIOR

SPACER

METAL FLASHING

WALL PER PLAN

GR

ID

FIBER CEMENT PANEL




INT.

EXT.

PANEL CLIP

WALL PER PLAN

GRID



www.nkarch.com



REVISIONS

ISSUANCE

#


A9.5

115205.22.2013


DETAILS - WINDOWS+ STOREFRONT

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 3" = 1'-0"HEAD: VINYL WINDOW AT TYPE VA (METAL SIDING)3

SCALE: 3" = 1'-0"JAMB: VINYL WINDOW AT TYPE VA (METAL SIDING)2

SCALE: 3" = 1'-0"SILL: VINYL WINDOW AT TYPE VA (METAL SIDING)1

SCALE: 3" = 1'-0"HEAD: VINYL WINDOW AT CONCRETE12 SCALE: 3" = 1'-0"

JAMB: VINYL WINDOW AT CONCRETE8 SCALE: 3" = 1'-0"SILL: VINYL WINDOW AT CONCRETE4

SCALE: 3" = 1'-0"JAMB: VINYL WINDOW AT TYPE 1A (METAL SIDING)6

SCALE: 3" = 1'-0"HEAD: VINYL WINDOW AT TYPE 1A (METAL SIDING)7

SCALE: 3" = 1'-0"SILL: VINYL WINDOW AT TYPE 1A (METAL SIDING)5SCALE: 3" = 1'-0"

SILL: VINYL WINDOW AT TYPE VA WALL (FC PANEL)9

SCALE: 3" = 1'-0"JAMB: VINYL WINDOW AT TYPE VA WALL (FC PANEL)10

SCALE: 3" = 1'-0"HEAD: VINYL WINDOW AT TYPE VA WALL (FC PANEL)11

SCALE: 3" = 1'-0"SILL: VINYL WINDOW AT TYPE 1A WALL (FC PANEL)13

SCALE: 3" = 1'-0"JAMB: VINYL WINDOW AT TYPE 1A WALL (FC PANEL)14

SCALE: 3" = 1'-0"HEAD: VINYL WINDOW AT TYPE 1A WALL (FC PANEL)15

REFERENCE W/P DETAIL: 5/BE-3.10 REFERENCE W/P DETAIL: 6/BE-3.10REFERENCE W/P DETAIL: 4/BE-3.10






REFERENCE W/P DETAIL: 7/BE-3.10 + 2/BE-3.00

PT PLYWOOD

CORNER FRAMINGPER STRUCTURAL

WINDOW PERSCHEDULE

WINDOW PER SCHEDULE

INTERIOR

BREAK METAL PAINTEDTO MATCH WINDOWCOLOR

1x4 PT WOOD WITH 1/2" PTPLYWOOD BUILT-UPWOODEN PROFILE

GRID

GR

ID

BLOCKING TO FINISHINTERIOR CORNER

PT PLYWOOD

CORNER FRAMINGPER STRUCTURAL

WINDOW PERSCHEDULE

WINDOW PER SCHEDULE

INTERIOR

BREAK METAL PAINTEDTO MATCH WINDOWCOLOR

1x4 PT WOOD WITH 1/2" PTPLYWOOD BUILT-UPWOODEN PROFILE

GRID

GR

ID

BLOCKING TO FINISHINTERIOR CORNER

9 1/2"

9 1/

2"

9 1/2"

9 1/

2"

SHIMSEALANT &BACKER ROD

STOREFRONTWINDOW SYSTEM

MIN. 3/8":12" SLOPE

EXTERIOR

INT.

CONTINUOUS BENTONITEWATERSTOP

0' -

4"

WATERPROOFING PERW/P CONSULTANT

MDF OVER GYP BD

DOOR PER PLAN

MIN. 3/8":12" SLOPE

EXTERIOR

INT.

CONTINUOUS BENTONITEWATERSTOP

WATERPROOFING PERW/P CONSULTANT

SHIM

STOREFRONTWINDOW SYSTEM

C2

UNITVINYL WINDOWPER SCHEDULE

STRAP PER MFR.

FASTENER PER MFR.


SHIM AS REQ'D


FASTENER PER MFR.SHIM AS REQ'D

UNIT

C2

BACKER ROD ANDSEALANT

WATERPROOFINGPER W/PCONSULTANT

SLOPE:1/4" PER FT.

STOREFRONT WINDOW SYSTEM

B1

WOOD ACCENT SOFFIT

ALIGN

B.O. SOFFIT

C2

C2

METAL FLASHINGAROUND DOOR OPENING

UNIT PATIO DOOR(PER SCHEDULE)

INTERIOR

EXTERIOR

C2

FLUID APPLIEDELASTOMERIC COATING(PER WATERPROOFING)

SHIM

BARRIER FREETHRESHOLD

OUTSWING DOOR(PER SCHEDULE)

SLAB WP - EXTENDBEYONDTHRESHOLD

RECESS INCONCRETE SLAB

F6 F7

LEVEL B1ELEV. 102'-4"

GRID

FILL WITH SEALANT

FINISH FLOOR LEVEL

PEDESTAL PAVERSYSTEM



www.nkarch.com



REVISIONS

ISSUANCE

#


A9.6

115205.22.2013


DETAILS - WINDOWS+ STOREFRONT

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 3" = 1'-0"JAMB: VINYL WINDOW AT CORNER (LEVELS 2-7)1

SCALE: 3" = 1'-0"SILL: STOREFRONT @ MAIN ENTRY - LEVEL 12

SCALE: 3" = 1'-0"THRESHOLD: STOREFRONT @ MAIN ENTRY - LEVEL 13


REFERENCE W/P DETAIL: 10/BE-3.20SCALE: 3" = 1'-0"STOREFRONT AT CORNER CONDITION6

SCALE: 3" = 1'-0"JAMB: VINYL WINDOW AT CONCRETE5

SCALE: 3" = 1'-0"SILL: VINYL WINDOW AT CONCRETE4




SCALE: 3" = 1'-0"HEAD: STOREFRONT WINDOW (TYPE IA WALL)7

SCALE: 3" = 1'-0"JAMB (EXT): VINYL DOOR/WINDOW SYSTEM @ CONCRETE WALL8

SCALE: 3" = 1'-0"JAMB: EXT. UNIT SWING DOOR9

SCALE: 3" = 1'-0"THRESHOLD: EXT. UNIT SWING DOOR10

RESILIENT CAULKING

RESILIENT CAULKING


WALL PER PLAN

WALL PER PLAN

SOLID BLOCKINGPERPENDICULAR TOJOISTS OR ADDITIONALPARALLEL JOISTSUNDER WALL

UNIT

UNIT

UNIT

UNIT

F1

A1

3-HOUR OCCUPANCY SEPARATION R-2 TO M/B/R

ANCHOR BOLT(PER STRUCT.)UNIT UNIT

A1

F3

UNIT UNITB1

RESILIENT CAULKUNITUNIT

A4

R1MINERAL WOOLFIRE BLOCKING

ANCHORBOLT (PERSTRUCT.)

UNITUNIT

UNITUNIT

3 HR HORIZONTALSEPERATION

PT WOODPLATE WITHSILL SEALER

A4

B4

F3

DEFLECTION CHANNEL

MINERALWOOL FIREBLOCKING

RESILIENTCAULKING

RESILIENTCAULKING

UNITUNIT

UNITUNIT

CONDITIONPERPENDICULARTO JOISTS

CONDITIONPARALLELTO JOISTS

F2

A4

A4

RESILIENTCAULKING

FLOOR/CEILINGASSEMBLY PER PLAN

WALLASSEMBLYPER PLAN

0' -

9"

12" MIN. + 24" MAX.AS SHOWN IN PLAN

7'-0

" MIN

. TO

F.F

.

28 GA. 1 1/2" X 1 1/2"METAL CLIP, TYP.

5/8" TYPE 'X'GWB AT SOFFIT

EXHAUST VENTS

NOTE: NOUNPROTECTEDOPENINGSWITHIN 3'-0" OFPROPERTY LINE

MINERAL WOOLFIRE BLOCKING

SEALANT, TYP.(SEE SHEET A0.4)

SOLID WOODBLOCKING

NO PENETRATIONSEXCEPT FOR SYSTEMSSERVICING THEVERTICAL SHAFT

VERTICALSHAFT

UNIT

UNIT

RESILIENT CAULK, FORSOUND ATTENUATION & AIRSEALANT

A5

F2

A5

ANCHOR BOLT(PER STRUCT.)

NO PENETRATIONSEXCEPT FORSYSTEMS SERVICINGTHE VERTICAL SHAFT

VERTICALSHAFT

UNIT

SEALANT, TYP.

A5

F3

C2

RESILIENT CAULK, FORSOUND ATTENUATION &AIR SEALANT

SEALANT, TYP.

SEALANT, TYP.

SOLID WOOD BLOCKING

NO PENETRATIONSEXCEPT FOR SYSTEMSSERVICING THEVERTICAL SHAFT

UNIT

VERTICALSHAFT

ROOF

R1

A5

F1

F1

ENCLOSE THE FAN UNITWITHIN A BOX OF 3-1/2"BATT INSULATIONSECURLY FASTENED TOTHE ADJACENT FRAMINGPER SBC CA 713.4

EXHAUST DUCT

FAN BOX

EXHAUST DUCT

FAN BOX

WRAP 1 1/2" HIGHDENSITY MINERAL WOOLFIBER INSULATIONAROUND DUCT FOR 10'FROM OPENING PER SBCCA 713.4

WRAP 1 1/2" HIGHDENSITY MINERAL WOOLFIBER INSULATIONAROUND DUCT FOR 10'FROM OPENING PER SBCCA 713.4

ENCLOSE THE FAN UNITWITHIN A BOX OF 3-1/2"BATT INSULATIONSECURLY FASTENED TOTHE ADJACENT FRAMINGPER SBC CA 713.4

CAULK AT ALL WIREPENETRATIONS

CAULK AT ALL OPENINGS

UNIT

STANDARD PLASTIC ELECTRICAL BOX

SEAL AT FACE TODRYWALL WITH JOINTCOMPOUND OR WITHCAULKED FOAMCOVER PLATE GASKET

WALL PER PLAN

4" M

AX.

FIRE RATED SEMI RECESSEDFIRE EXTINGUISHER CABINETPER SPEC

FASTENERS PER MFR.

WALL PER PLAN



FLOOR/CEILINGPER PLAN

AS R

EQ'D

MIN

12" MIN. + 24" MAX.AS SHOWN IN PLAN

INTERIORPARTITIONASSEMBLYPER PLAN

28 GA. 1 1/2" X 1 1/2"METAL CLIP, TYP.

5/8" TYPE 'X'GWB AT SOFFIT

EXHAUST VENTS

NOTE: NOUNPROTECTEDOPENINGSWITHIN 3'-0" OFPROPERTY LINE

7'-0

" MIN

. TO

F.F

.



www.nkarch.com



REVISIONS

ISSUANCE

#


A9.7

115205.22.2013


DETAILS - INTERIORWALLS

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 1 1/2" = 1'-0"PLAN: PARTY WALL AT CONC. COLUMN9

SCALE: 1 1/2" = 1'-0"INTERIOR PARTITION AT WOOD FLOOR12

SCALE: 1 1/2" = 1'-0"INT. PARTITION AT TRANSFER SLAB11 SCALE: 1 1/2" = 1'-0"

PARTY WALL AT ROOF (FIRE PARTITION)3

SCALE: 1 1/2" = 1'-0"PARTY WALL AT TRANSFER SLAB (FIRE PARTITION)1

SCALE: 1 1/2" = 1'-0"PARTY WALL AT WOOD FLOOR (FIRE PARTITION)2

SCALE: 1 1/2" = 1'-0"SOFFIT AT PARTY WALL8

SCALE: 1 1/2" = 1'-0"FIRE BARRIER AT WOOD FLOOR6

SCALE: 1 1/2" = 1'-0"FIRE BARRIER AT TRANSFER SLAB5

SCALE: 1 1/2" = 1'-0"FIRE BARRIER AT ROOF7

SCALE: 1 1/2" = 1'-0"EXHAUST VENTING THROUGH JOISTS14

SCALE: 1 1/2" = 1'-0"ELECTRICAL BOX AT PARTY WALL13

SCALE: 1 1/2" = 1'-0"SEMI RECESSED FIRE EXTINGUISHER CABINET15

SCALE: 1 1/2" = 1'-0"SOFFIT AT INT. PLUMBING PARTITION (UNIT 115)4

STAINLESS STEEL PLACARD.PLACE AT EACH LEVEL. ALIGNW/ ELEVATOR CALL BUTTONS

ELEVATOR CALL BUTTONS,BELOW

NOTE READS: 'In Case of Fire, DONOT Use Elevators. Use Exit Stairs.Elevator will be Recalled to Lobby.'

In Case of Fire,DO NOT Use

Elevators. UseExit Stairs.

Elevator will beRecalled to

Lobby.

6"

3 1/2"

STAIR A

P1 THRU ROOFNO ROOF ACCESSDOWN TO LEVEL 1

FOR EXITDISCHARGE

TEXT IS EXAMPLE ONLY. PROVIDEFOR ACTUAL PROJECT SITUATION.ALL TEXT SHALL BE 1" HIGH BLOCKLETTERING W/ 1/4" STROKE UNLESSOTHERWISE NOTED.

STAIRWAY IDENTIFICATION, 1-1/2"TEXT HEIGHT

NOTE WHETHER THERE IS ROOFACCESS FOR FIRE DEPT. ANDWHETHER THERE IS A ROOFHATCH

FLOOR LEVEL DESIGNATION, 5"TEXT HEIGHT W/ 3/4" STROKE

TERMINUS OF THETOP AND BOTTOM OFSTAIR

BRAILLE FLOOR LEVELDESIGNATION,PLUS LEVEL ANDDIRECTION OF EXIT DISCHARGE

SEE GENERAL NOTES ANDSBC 1022.8 FOR MOREDETAILED REQUIREMENTS.

NOTE THE STORY OF AND THEDIRECTION TO THE EXIT DISCHARGE

18" M

INIM

UM

12" MINIMUM

2X3X1/4" STEEL PLATEW/ RUBBER SILENCER(TYP. TWO (2) PLACES)

SPRING LOADEDHINGES WELDED TOGATE SUPPORT

1 1/4" STEEL PIPEGATES W/ RADIUSEDCORNERS, PAINTED

HANDRAIL ABOVE, TYP.

1 1/4" STEEL PIPEGATES W/ RADIUSEDCORNERS, PTD.

PLACARD, PERSBC 1011.6

SPRING LOADEDHINGES WELDED TOGATE SUPPORT

SOLID WOOD BLOCKINGAS NECESSARY

NOT ANEXIT

2' -

10"

CL

CL

3' - 8"

3' - 3"

1 1/2" METAL RAIL

2X6 BLOCKING

ALL BRACKETSATTACHED TO BLOCKINGW/ THREE (3) SCREWSMINIMUM

RAIL ATTACHED TOSUPPORT W/ TWO (2)SET SCREWSPROVIDED BY MFGR.

TOP OF RAIL 2'-10" ABOVE STAIRNOSING, TYP.

NOTE: ALL HANDRAIL ENDSTO BE RETURNED TO WALL

2X6 BLOCKING

1 1/2"1 1/2".2 1/2"

4'-0

" MAX

.

2'-1

0"AB

OVE

NO

SIN

G

STAI

R N

OSI

NG

STAI

R N

OSI

NG

MOUNTING BRACESEVENLY SPACED 4'-0"O.C. MAX.

1 1/2" METAL HANDRAIL

ALIGN W/ NOSINGOF LANDING

.

.

4" M

IN, 7

" MAX

.

VAR

IES,

PER

PLA

N

1/2" MAXIMUMRADIUS

CONCRETESTAIR (PERSTRUCT.)

1"

MIN. REQ.'D

11" TREAD

STEEL GRATE STAIR TREADSW/ NON-SLIP NOSING

STEEL CHANNEL STRINGERSPER STRUCTURAL

TREAD SUPPORTS BYSTAIR MFR.

WELD 1/4" STEEL CAPAT EXPOSED ENDS

STEEL GRATE LANDINGBY STAIR MFR.

1/2" RADIUS MAX.

CONNECTION PERSTAIR MFR. ANDSTRUCT.

1"

(MIN. REQ'D)

11" TREAD

(7" M

AX/ 4

" MIN

REQ

'D)

VAR

IES

PER

PLA

N

1/4" ANSI COMPLIANT GRATING, TYP.

NOTE: ALL STEEL GALVANIZED

12 GA STEEL RISER PLATE

FLOOR PER PLANS

STEEL PLATE PER STRUCTURALPERIMETER C CHANNEL W/STEEL GRATE LANDING

2 BOLTS EACH SIDE PERSTRUCTURAL

WRB, LAPPED ONTO KNIFEPLATE PER WATERPROOFING

CLADDING

WALL TYPE PER PLANS

KNIFE PLATE PER STRUCTURAL

STEEL ANGLE RIM

.

MIN. DIMENSION TOACCOMODATECLADDING - F.V. TYP.

EXTEND LANDING ATTHRESHOLD, WHERE OCCURS



(7" M

AX. /

4" M

IN R

EQ'D

)VA

RIE

S PE

R P

LAN

UNIT


R3

GRID

WALL PER PLAN

ROOF DECK

STEEL KNIFE PLATE CONNECTION ANDWATERPROOFING PER STRUCTURALAND WP CONSULTANT

STEEL STAIR PERMANUFACTURER

CURB WITH METAL CAPFLASHING W/ CLEATS ANDGASKETED FASTENERS - CURBSLOPE EQUAL TO TRUSS SLOPE

CANTILEVERED SUPPORTFRAMING FOR COMPOSITEDECKING - PROVIDE CLEARANCEFOR SLOPED CURB BELOW

STEEL KNIFE PLATE CONNECTION W/STAIR END CHANNEL PER STRUCTURAL

OPTIONAL METAL COVER PLATE ATTACHEDTO STAIR AND ALLOW TO SPAN OVER DECKING



www.nkarch.com



REVISIONS

ISSUANCE

#


A9.8

115205.22.2013


DETAILS - STAIR +ELEV

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 3" = 1'-0"ELEVATOR PLACARD7

SCALE: 3" = 1'-0"STAIRWELL SIGNAGE1

SCALE: 1 1/2" = 1'-0"PLAN: BARRIER GATE2

SCALE: 3/4" = 1'-0"ELEVATION: BARRIER GATE3

SCALE: 3" = 1'-0"HANDRAIL PLAN & SECTION4

SCALE: 3/4" = 1'-0"HANDRAIL REQUIREMENTS5

SCALE: 1 1/2" = 1'-0"TYP. CONCRETE STAIR6

SCALE: 1" = 1'-0"TYP. STAIR @ INTERMEDIATE LANDING10

SCALE: 1 1/2" = 1'-0"STAIR LANDING AT TYPE V9

SCALE: 1 1/2" = 1'-0"TYP. INTERIOR WOOD STAIRS AT CONCRETE SLAB8SCALE: 1 1/2" = 1'-0"

TYPICAL STAIR @ ROOF ATTACHMENT11


C1

STEEL DOOR FRAME

SHIM PERMANUFACTURER'SREQUIREMENTS

EXPANDING FOAM TAPE

SEALANT JOINT &CLOSED CELLBACKER ROD

CASING

PREHUNG DOOR (PER SCHEDULE)

1/2" STOP

3/4" FRAME

SHIM AS REQUIRED

WALL PER PLAN

BI-FOLD ORBYPASS DOOR(PER SCHEDULE)

TYP. GWBCORNER BEAD

WALL PER PLANSTEEL DOOR FRAME

SHIM AS NEEDED


C1

.3-1/2"MIN

PREFERRED

3/4" FRAME

SHIM ASREQUIRED

CASING

PERPENDICULAR INT.WALL LOCATION (ASLOCATED ON PLAN)

1/2" STOP

PREHUNG DOOR(PER SCHEDULE)

WALL PER PLAN

0' - 7"0' -

0 1/

4"

DOOR SWEEP, AS REQUIRED

1/2" MAX. THRESHOLD,BARRIER FREE W/ SLIP-RESISTANT COATING

DOOR (PER SCHEDULE)

STEEL DOOR FRAME, 73/4" DEPTH, BEYOND

(1) BI-FOLD DOORS(PER SCHEDULE)

HEADER(PER STRUCT.)

WALL PER PLAN

METAL DOORFRAME PER DOORSCHEDULE

WALL PER PLAN

HEADER (PER STRUCT.)

METAL DOOR FRAME PER DOORSCHEDULE

WALL PER PLAN



WALL PER PLAN

METAL SIDINGPER ELEVATIONS


WINDOW WRAP PERENVELOPE CONSULTANT

HEAD FLASHING

METAL DOOR FRAMEPER SCHEDULEDOOR PER SCHEDULE


SEALANT PER SIDING MFR.

2" RIGID INSULATION

SPRAY FOAM PERW/P CONSULTANT

SEALANT

METAL DOOR FRAMEPER DOOR SCHEDULE

WINDOW WRAP(PER WATERPROOFING)'C' METAL TRIM

METAL SIDING(PER ELEVATIONS)

WALL PER PLAN

SPRAY FOAM PERW/P CONSULTANT

STEEL DOOR FRAME

SHIM PERMANUFACTURER'SREQUIREMENTS

EXPANDING FOAM TAPE

SEALANT JOINT &CLOSED CELLBACKER ROD

C2

STEEL DOOR FRAME

SHIM AS NEEDED


C2

METAL DOORFRAME PER DOORSCHEDULE

3/4" FRAME

SHIM ASREQUIRED

CASING

PERPENDICULAR INT.WALL LOCATION (ASLOCATED ON PLAN)

1/2" STOP

PREHUNG DOOR(PER SCHEDULE)

WALL PER PLAN

MIN2 3/8"

GENERAL DOOR DETAIL NOTES:

• ALL DOORS LEADING FROM AUNIT TO THE EXTERIOR (OR)FROM A UNIT TO A CORRIDORWILL HAVE WEATHERSTRIPPINGAND SWEEPS AT THETHRESHOLD.

STAINLESS STEEL SILL PANOVER S.A.M.: VERIFYCOMPATIBILITY WITH S.A.WP SHEET W/ MFRF6

MIN 1" RIGID INSUL

EXPANSION JOINT


INTERIOREXTERIOR

SLOPE LANDING TO FLOORDRAIN AT BASEMENT LEVEL,AND TOWARD EXTERIOR ON

UPPER LEVELS



www.nkarch.com



REVISIONS

ISSUANCE

#


A9.9

115205.22.2013


DETAILS - DOORS

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 3" = 1'-0"HEAD (INT): METAL DOOR AT CONCRETE8

SCALE: 3" = 1'-0"HEAD (INT): DOOR AT INTERIOR WALL2

SCALE: 3" = 1'-0"JAMB (INT): BI-FOLD & BYPASS DOOR3SCALE: 3" = 1'-0"

JAMB (INT): METAL DOOR AT CONCRETE7

SCALE: 3" = 1'-0"JAMB (INT): DOOR AT INTERIOR WALL1

SCALE: 3" = 1'-0"TYP. DOOR THRESHOLD14

SCALE: 3" = 1'-0"HEAD (INT): BI-FOLD DOOR4

SCALE: 3" = 1'-0"JAMB (INT): DOOR AT 1 HR WALL5

SCALE: 3" = 1'-0"HEAD (INT): DOOR AT 1 HR WALL6SCALE: 3" = 1'-0"

HEAD (EXT): METAL DOOR AT METAL SIDING10

SCALE: 3" = 1'-0"JAMB (EXT): METAL DOOR AT METAL SIDING9

SCALE: 3" = 1'-0"HEAD (EXT): METAL DOOR AT CONCRETE WALL12

SCALE: 3" = 1'-0"JAMB (EXT): METAL DOOR AT CONCRETE WALL11





SCALE: 3" = 1'-0"JAMB (INT): DOOR AT 1 HR WALL - UNIT ENTRY15

SCALE: 3" = 1'-0"THRESHOLD: AT EXIT STAIR (TYP.)16

ROOF DRAIN W/ COMBINEDFLASHING COLLAR / GRAVELSTOP SIZED PER PLUMBINGCODE

OVERFLOW DRAIN W/ COLLAR2" ABOVE SUMP FLOOR

FLASHING & ROOFINGPLIES PER W/PDETAILSINSTALL DRAINS IN

LOWER SUMP

CONNECT PRIMARYLINE TO STORM

SYSTEM

CONNECT TO EXTERNAL OVERFLOW.SCUPPER PER ELEVATIONS.

REFER TOMANUFACTURER'S

DETAILS

ROOFTOP

EXTERIORBREAKFORM METALFLASHING TO WRAP FACEOF PARAPET BEYOND

MEMBRANE ROOFINGSYSTEM TO BE WELDED TOPVC COATED METALSCUPPER ALL SIDES

BREAKFORM PVC COATEDMETALSCUPPER PIECE THROUGHPARAPET

SIDING RUNS BEHIND

WATERPROOFING LAYERS

SLOPE MIN1/4" PER FT.

WALL PER PLAN

ROOF DECK

UNIT

GUARDRAIL

COMPOSITE DECKING

P.T. WOOD SLEEPERS(NOTCHED FOR DRAINAGE)

SLOPE:1/4" PER FT.

2" x 2" TOP RAIL

2" x 2" POST

4" DIAMETER SPHERE SHALLNOT PASS PER IBC 1012.3

2" x 2" BOTTOM RAIL

42" A

.F.F

. GU

ARD

HEI

GH

T

GUARDRAILPOWDER-COATED BLACK

SHOP DRAWINGS MUST BEREVIEWED BY ARCHITECT

STEEL GUTTERAND DOWNSPOUT

CORRUGATED METAL CANOPYPOWDER-COATED BLACK

WAL

L PE

R P

LAN

4' - 8"

SHOP DRAWINGS MUST BEREVIEWED BY ARCHITECT

6A9.10

8x4 TUBE STEEL

GUTTER

C8 STEELCHANNEL

0' -

1"4'

- 11

"0'

- 1"

5' -

1"

1/2"

PLANDOWNSPOUT

4' - 10"

STEEL FRAME ANDCORRUGATED METAL

CANOPY WILL BEPOWDER-COATED BLACK

SLOPE -SEE ROOF

PLAN

R2


TYP. PARAPET

SLOPE

T.O. ROOF DECKSEE ELEVS

MIN

42"

ABV

DEC

K

T.O. PARAPETELEV: xxx

ATTACH WALL PER STRUCT

TRUSS PER STRUCT

INSULATE WITH STONE WOOLINSULATION (WHERE REQ'D)

UNIT

FIBER CEMENT SIDING

WOOD SLEEPER

R2

ROOF TRAY SYSTEM PER LANDSCAPE

METAL EDGING (PERLANDSCAPE)

COMPOSITE DECKING

T.O. ROOF DECKELEV: xxx

SLOPE

GRAVEL PER LANDSCAPE

WOOD SLEEPER

WATERPROOFING (PERENVELOPE CONSULTANT)

8" OF RIGID INSULATION

3/4" PLYWOOD

P.T. WOOD SLEEPERS (CUT TOROOF SLOPE/CRICKET)

THERMALLY BROKENTHRESHOLD, SET INBED OFSEALANTCOMPOSITE DECKING

METAL FLASHING

R2

TRUSSSLOPE

ELEVATOR LOBBY FFE /T.O. ROOF DECKSEE ELEVS

JOISTS PER STRUCT

CRICKET FOR DRAINAGESTR

UC

TUR

E

1' -

7"

R3

ACOUSTICAL BATT PERACOUSTICAL CONSULTANT



www.nkarch.com



REVISIONS

ISSUANCE

#


A9.10

115205.22.2013


DETAILS - ROOF

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 1 1/2" = 1'-0"ROOF DRAIN/OVERFLOW COMBINATION1

SCALE: 1 1/2" = 1'-0"SECTION: ROOF SCUPPER + DOWNSPOUT2SCALE: 1 1/2" = 1'-0"

ROOF DECKING @ GUARDRAIL ATTACHMENT5

SCALE: 1" = 1'-0"GUARDRAIL @ ROOF6

SCALE: 1 1/2" = 1'-0"BIKE ENTRY CANOPY - SECTION8

SCALE: 1 1/2" = 1'-0"BIKE ENTRY CANOPY - PLAN9



SCALE: 1 1/2" = 1'-0"FALSE PARAPET4SCALE: 1 1/2" = 1'-0"

PAVER EDGE TO GREEN ROOF TRANSITION7

SCALE: 1 1/2" = 1'-0"EXT. DOOR THRESHOLD @ COMPOSITE ROOF DECK3

1x3 HORIZONTALCEDAR SLATS

C2

5' -

0"0'

- 6"

0' - 2" 6' - 2" SOUTH PATIO 0' - 2"

SLAB ON GRADE SLOPE:1/4" PER FT.

C2

PEDESTAL SYSTEM

SLAB W/P - EXTENDTO TO TOP OF CURB

STEP INCONCRETE SLAB

5' -

6"

WALLPERPLAN

WALLPERPLAN

2"x3" METALANGLE

1x3 HORIZONTALCEDAR SLATS

PLAN

1/2"1"

METAL FRAME ANDATTACHMENTS ANODIZEDALUMINUM

4" DIAMETER SPHERE SHALLNOT PASS PER IBC 1012.3

42" A

.F.F

. GU

ARD

HEI

GH

T

SLIDING DOOR BEYOND

2"x1" SOLID STEEL TOPRAILING BAR ANDBOTTOM RAILING BARPER STRUCTURAL DETAIL

1/2" x 1/2" METAL TUBE

GUARDRAIL WILLBE POWDER-COATED BLACK

2" x 2" TOP RAIL

2" x 2" POST

7'-0

" SE

CU

RIT

Y FE

NC

E H

EIG

HT

WIRE MESH TO BEINSTALLED ON SIDECLOSEST TOPROPERTY LINE

NOTE:

SECURITY ENTRY GATE LOCATIONS:STEEL FRAMEPOWDER-COATED - MATCH"BENJAMIN-MOORE 2002-10"MESHPOWDER-COATED - MATCH"BENJAMIN-MOORE 2002-10

SECURITY FENCE LOCATIONS:STEEL FRAME + MESHPOWDER-COATED BLACK

TUBE STEEL, MAX1" DIA

FOUNDATION PERCONTRACTOR(DESIGN/BUILD)

TYP

0' -

4 1/

2"

7'-0

" SE

CU

RIT

Y FE

NC

E H

EIG

HT

PER PLAN*VARIES* 3' - 0"

1' -

6"2'

- 7"

3' -

4"

STEELPLATE

STEELCHANNEL

STEELCHANNELFRAME

GRADE

WALLPERPLAN

FOUNDATION PERCONTRACTOR

(DESIGN/BUILD)

1' - 0"

TYP

0' -

4 1/

2"

TUBESTEEL,MAX 1" DIA

0' -

1"

2"x2" ALUMINUMCHANNEL

1 1/

2"

1" OPEN ALUM.GRATE DECKING,PER SBC CA705.5

12"x3.5"x.5" CCHANNEL

3"x3"x.25" ANGLE

2"x2" ALUMINUMRAILING

PERFORATEDMETAL PANEL, MIN3/16" DIA OPENINGS,MIN 50% TOTALOPEN AREA

PLAN

SECTION(PERFORATED METAL PANEL@ ALL STAIR LOCATIONS)

1"

WAL

L PE

R P

LAN

WALL PER PLAN

2"x2" ALUMINUMCHANNEL

PERFORATED PANEL@ STAIR GUARDRAIL(OR)4" X 4" WELDED WIRE@ ALL OTHERGUARDRAILS

ELEVATION(PERFORATED METAL PANEL@ ALL STAIR LOCATIONS)

42"

*VARIES*

4" DIAMETERSPHERE SHALL NOTPASS PER IBC 1012.3

1"

WAL

L PE

R P

LAN

ELEVATION(WELDED WIRE @ ALL GUARDRAILLOCATIONS OTHER THAN STAIRS)

* VARIES *

FRAME AND METAL PANEL:POWDER-COATED, MATCH"BENJAMIN-MOORE 2002-10"

FRAME AND METAL MESH:ANODIZED ALUMINUM

1.5"x1.5"ALUMINUMRAILING

1"

WAL

L PE

R P

LAN

ELEVATION(WELDED WIRE @ ALL GUARDRAILLOCATIONS OTHER THAN STAIRS)

* VARIES *

FRAME AND METAL MESH:ANODIZED ALUMINUM

SIDE-MOUNTEDRAIL BEYOND.SEE 6/A9.00

METAL PANEL TO COVERFLASHING AND TOPPINGSLAB EDGE

WELDED WIRECLOTH, 4" X 4"SPACING, MIN 60%OPEN AREA

3' -

6"

WELDED WIRECLOTH, 4" X 4"SPACING, MIN 60%OPEN AREA



www.nkarch.com



REVISIONS

ISSUANCE

#


A9.11

115205.22.2013


DETAILS -ATTACHMENTS

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 1" = 1'-0"SOUTH PATIO PRIVACY SCREEN + PEDESTAL PAVERS1

SCALE: 1" = 1'-0"GUARDRAIL @ UNIT SLIDING DOORS5 REFERENCE W/P DETAIL: 1/BE-2.10

SCALE: 1" = 1'-0"7'-0" SECURITY FENCE3 SCALE: 1" = 1'-0"

7'-0" SECURITY FENCE GATE4

SCALE: 1" = 1'-0"PERFORATED METAL PANEL GUARDRAIL2

4 BP CORRECTION 2 04.24.13

A

3

6A9.12

1' - 6"

4 1/2"

8' - 3 1/2" FIELD VERIFY 1' - 6"

11' - 8"

3' -

6"10

' - 1

1" F

IELD

VER

IFY

1' -

7"11

1/2

"

EQEQ

EQ

16' -

11

1/2"

C

D

1

5A9.12

1' - 3"

3"

8' - 5" FIELD VERIFY 1' - 6"

11' - 5"

1' -

6"2'

- 7

3/4"

12' -

10"

FIE

LD V

ERIF

Y3

3/4"

1' -

6"

18' -

9 1

/2"

EQEQ

EQEQ

A

PARAPET189' - 4"

193' - 2 3/4"T.O. COL1"

12"

9

A9.12

A9.1212

A9.1210

11

A9.12

PREFINISHED METAL

WRB

W/P LAYERS (PERW/P CONSULTANT)

FIBER REINFORCEDCEMENT PANEL

WALL PER PLAN

SEALANT W/ BONDBREAKER @ BACK

STRUCTURAL COLUMN& PLATE

STRUCTURALTENSION TIE

DOUBLE TOP PLATE

(2) STRUCTURAL BOLT

STRUCTURAL METALSPACER

PRE-FINISHEDGUTTER SLOPEDTO DRAIN

STANDING SEAM ROOF

PRE-FINISHED EAVEFLASH WITH GUTTERCLEAT

DOWNSPOUT TO ROOF

STRUCTURAL CANOPYBEAM & RAFTER - CAPEXPOSED ENDS

FLASHING CLEAT

STANDING SEAM ROOF

PRE-FINISHED RAKEFLASH

CONT FLASHING SUPPORT,CLEAT ATTACHMENT

STRUCTURAL CANOPY RAFTER- CAP EXPOSED ENDS

STANDING SEAM ROOF

STRUCTURAL CANOPYBEAM & RAFTER - CAPEXPOSED ENDS

PRE-FINISHED EAVEFLASHING

FLASHING CLEAT

D

1" 12"

189' - 4"PARAPET

T.O. COL

9

A9.12

A9.1212

A9.1210

11

A9.12

SIM



www.nkarch.com



REVISIONS

ISSUANCE

#


A9.12

115205.22.2013


STAIR ROOFCANOPIES

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 1/4" = 1'-0"ROOF DECK3

SCALE: 1/4" = 1'-0"CANOPY RCP - STAIR B1

SCALE: 1/4" = 1'-0"SECTION - CANOPY A6

SCALE: 3" = 1'-0"STRUCTURAL COLUMN @ PARAPET9

SCALE: 3" = 1'-0"LOWER EAVE @ STAIR CANOPY10

SCALE: 3" = 1'-0"RAKE @ STAIR CANOPY11

SCALE: 3" = 1'-0"UPPER EAVE @ STAIR CANOPY12

SCALE: 1/4" = 1'-0"SECTION - CANOPY B5

4 BP CORRECTION 2 04.24.13

HORIZONTALREVEAL TRIM

CEMENTITIOUS SIDING


MIN FURRING PER MFR.

0' -

0 1/

2"

WALL TYPE PERPLAN

GRID

HORIZONTALREVEAL TRIM

CEMENTITIOUS SIDING



0' -

0 1/

2"

WALL TYPE PERPLAN

GRID

F3

FIBER REINFORCEDCEMENT PANEL SIDING(PER ELEVATION)

WATERPROOFING LAYER(PER WATERPROOFINGCONSULTANT)

2" POLYISO RIGIDINSULATION,MAINTAIN 2" MIN.AT EDGE OF SLAB

GRID

WALL PER PLAN

WALL PER PLAN

THRU-WALL FLASHING

FURRING

WALL TYPE PERPLAN

CEMENTITIOUS SIDING


C-GIRT PER WALL SCHEDULE

1/2" 1/2" 1/2"

VERTICAL REVEALTRIM

GRID

WALL TYPE PERPLAN

CEMENTITIOUS SIDING



1/2" 1/2" 1/2"

VERTICAL REVEALTRIM

GRID

EXTRUDED OUTSIDE METALCORNER TRIM

CEMENTITIOUS SIDING


MIN. FURRING PER MFR.

GRID

GRID

CORNER CLIP FORDRYWALLINSTALLATION

WALL TYPE PERPLAN

EXTRUDED OUTSIDE METALCORNER TRIM

CEMENTITIOUS SIDING



GRID

CORNER CLIP FORDRYWALLINSTALLATION

WALL TYPE PER PLAN



www.nkarch.com



REVISIONS

ISSUANCE

#


A9.13

115205.22.2013

SLAM1152_TRIAD 12TH

FIBER CEMENTSIDING REVEALDETAILS

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 3" = 1'-0"SECTION: HORIZONTAL REVEAL (TYPE IA)1

SCALE: 3" = 1'-0"SECTION: HORIZONTAL REVEAL (TYPE VA)2

SCALE: 1 1/2" = 1'-0"EXTERIOR WALL AT SLAB EDGE (FC PANEL)3

SCALE: 3" = 1'-0"PLAN: VERTICAL REVEAL (TYPE IA)4

SCALE: 3" = 1'-0"PLAN: VERTICAL REVEAL (TYPE VA)5

SCALE: 3" = 1'-0"PLAN: SIDING AT OUTSIDE CORNER (TYPE IA)6

SCALE: 3" = 1'-0"PLAN: SIDING AT OUTSIDE CORNER (TYPE VA)7

LEED COMPARTMENTALIZATION NOTES

AIR SEALING: ELEMENTS TO BE SEALED

THE INTERIOR AIR BARRIER IS THE DRYWALL. CONTINUITY OF THE DRYWALL ISACHIEVED THROUGH THE SEALING AND CAULKING AT THE JUNCTIONS OF THE WALLS,CEILINGS, AND FLOORS.

THROUGH REQUIRED COMPLIANCE WITH THE 2009 IBC W/ SEATTLE AMMENDMENTSCODE, THIS MIDRISE BUILDING INHERENTLY HAS AN AIR BARRIER SYSTEM THROUGHTHE IBC REQUIREMENTS FOR FIRE-RESISTANCE-RATED CONSTRUCTION. PER TABLE601, THIS TYPE I & VA BUILDING IS REQUIRED TO OBTAIN A CERTAIN LEVEL OF FIRERESISTANCE SEALING IN ALL WALL, FLOOR, AND CEILING ASSEMBLIES. CHAPTER 7OF THE 2009 IBC OUTLINES THE BLOCKING AND SEALING REQUIREMENTS TO ACHIEVETHESE LEVELS OF FIRE RESISTANCE. THESE SEALING REQUIREMENTS MINIMIZE THEPASSAGE OF FIRE, SMOKE, AND THE LEAKAGE OF AIR. THEREFORE, THE FIRESEALING REQUIREMENTS INHERENTLY ACT AS THE AIR BARRIER REQUIREMENTS.FURTHERMORE, THE "AIR SEALING: ELEMENTS TO BE SEALED" NOTES ON SHEETA9.13 DESCRIBE THE ADDITIONAL ITEMS TO BE SEALED.

DETAILS ON SHEET A9.07 SHOW THE SEALING OF WALL, CEILING, AND FLOORJUNCTIONS.

SHEETS A10.00, A10.01 AND A10.02 IDENTIFY THE MATERIALS THAT COMPRISE EACHWALL ASSEMBLY.

SEE DETAIL 7/A9.00 FOR NON-BEARING CONCRETE WALL TO UNDERSIDE OF SLABFOR BARRIER CONTINUITY

1)

2)

3)

4)

5)

AIR BARRIER CONTINUITY

ALL OPENINGS IN THE BUILDING ENVELOPE AND BETWEEN UNITS SHALL BE SEALED,CAULKED, GASKETED, OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. COMPLY WITHASHRAE 90.1-2004, 5.4.3.1: AIR LEAKAGE: THE FOLLOWING AREAS OF THE BUILDINGENVELOPE SHALL BE SEALED, CAULKED, GASKETED, OR WEATHER-STRIPPED TOMINIMIZE AIR LEAKAGE:

JOINTS AROUND FENESTRATION FRAMES.

JUNCTIONS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AT BUILDINGCORNERS, BETWEEN WALLS AND STRUCTURAL FLOORS OR ROOFS, AND BETWEENWALLS AND ROOF OR WALL PANELS.

OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH ROOFS, WALLS, ANDFLOORS.

SITE-BUILT FENESTRATION.

BUILDING ASSEMBLIES USED AS DUCTS OR PLENUMS.

JOINTS, SEAMS, AND PENETRATIONS OF VAPOR RETARDERS.

ALL OTHER OPENINGS IN THE BUILDING ENVELOPE.

IN ADDITION TO THE ABOVE COMPLIANCE, THE FOLLOWING SPECIFIC LOCATIONS SHALLBE SEALED, CAULKED, GASKETED, OR WEATHER-STRIPPED:

SEAL ALL PLUMBING AND ELECTRICAL PLATE AND WALL PENETRATIONS.

INSTALL NON-PAPER BASED SHEET AT TUB/SHOWER. CAULK AND INSULATE BEFOREINSTALLING TUB/SHOWER ADJACENT TO OUTSIDE WALL OF UNIT.

SEAL ALL FENESTRATION ROUGH OPENINGS.

SEAL ALL RECESSED FIXTURES (E.G. WALL HEATERS, EXHAUST FANS, MEDICINECABINETS, ETC.) IN ALL EXTERIOR WALLS, CEILINGS, AND CEILINGS BETWEEN FLOORS OFSTACKED UNITS.

SEAL ALL CEILING-MOUNTED BATH FANS AND PENETRATIONS.

SEAL ALL WALL EXHAUST FAN TERMINATIONS AT SHEATHING.

SEAL ALL PENETRATIONS IN THE RIM JOIST FRAMING, INCLUDING BLOCKING WHERE THEFLOOR JOISTS ARE CANTILEVERED.

SEAL ALL INTERIOR ELECTRICAL BOXES ON PARTY WALLS OF UNIT TO DRYWALL.

SEAL ALL ELECTRICAL WIRES PENETRATING TOP AND BOTTOM PLATES OF EXTERIORWALLS AND PARTY WALLS.

BOX-IN AND SEAL DRAIN LINE OF SHOWER AND TUB.

SEAL ALL PENETRATIONS FOR MANIFOLDS AND ACCESS HATCHES TO DRYWALL.

SEAL ALL EXTERIOR WALL PENETRATIONS FOR REFRIGERATION LINES, CONDENSATELINES, ETC.

SEAL ALONG INSIDE TOP CORNER OF TOP PLATE OF ALL EXTERIOR WALLS AFTERWALLS ARE FRAMED.

SEAL ALONG INSIDE BOTTOM CORNER OF BOTTOM PLATE WHERE IT MEETS THE SLABFLOOR AFTER WALLS ARE FRAMED.

SEAL ALONG INSIDE BOTTOM CORNER OF BOTTOM PLATE OF ALL EXTERIOR WALLSAFTER WALLS ARE FRAMED.

SEAL ALONG INSIDE OF RIM JOIST, AT TOP AND BOTTOM CORNERS WHERE RIM JOISTMEETS PLATES.

SEAL ALONG INSIDE OF BOTTOM OF FIRST STUD IN INTERIOR WALL OR HOLD BACK FIRSTSTUD TO PASS DRYWALL BEHIND STUD AFTER WALLS ARE FRAMED.

FOR INTERIOR WALL PARTITIONS, SEAL AT TOP CORNER OF TOP PLATE WHEREADJACENT TO AN UNCONDITIONED SPACE AFTER WALLS ARE FRAMED.

WHENEVER POSSIBLE, USE CONTINUOUS DRYWALL SHEETS FOR THE CEILING AND WALLSTO MINIMIZE JOINTS TO BE SEALED.

1)

a)

b)

c)

d)

e)

f)

g)

2.

a)

b)

c)

d)

e)

f)

g)

h)

i)

j)

k)

l)

m)

n)

o)

p)

q)

r)

s)

ELEV.ROOF DECK

185' - 4"

A9.73

A9.13

ELEV.LEVEL 3

137' - 5"

ELEV.LEVEL 4

146' - 7"

CONTINUOUSAIR BARRIER

A9.72

A9.71

A9.12

A9.11

ELEV.LEVEL 7

174' - 1"

ELEV.ROOF DECK

185' - 4"

CONTINUOUSAIR BARRIER

A9.77

A9.73

A9.76

A9.72



www.nkarch.com



REVISIONS

ISSUANCE

#


A9.14

115205.22.2013

SLAM1152_TRIAD 12TH

LEEDCOMPARTMENT-ALIZATIONDIAGRAMS + NOTES

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL

SCALE: 1/4" = 1'-0"COMPARTMENTALIZATION - TYP UNIT SECTION A1

SCALE: 1/4" = 1'-0"COMPARTMENTALIZATION - TYP UNIT SECTION B2

WALL ASSEMBLIES: TYPE VA, INTERIORWALL TYPE WALL DETAIL ASSEMBLY DESCRIPTION FIRE SOUND THERMAL

RATING

A1TYPICAL

INTERIORPARTITION

5/8" TYPE 'X' GWB2X4 WOOD STUD WALL (PER STRUCTURAL)R-11 BATT INSULATION FOR SOUND ATTENUATION ONLY(WHERE INDICATED, PER PLAN & ALL BATHROOM LOCATIONS)5/8" TYPE 'X' GWB

NOTE: (1) WRAP PLUMBING PIPE WITH SOUND ATTENUATIONBATT(2)PROVIDE SOLID NON-PAPER FACED BACKERBOARD BEHINDTUB ENCLOSURES OR PAPER-FACED GWB THAT MEETS ASTM D3273 WITH SCORE OF 10 BEHIND FIBERGLASS TUBSURROUNDS.

1 HOUR

GA WP 3510

STC: 35-39(WITH BATT INSUL)

A2INTERIORPARTITION

W/ 4" DIA. ORGREATERPLUMBING

5/8" TYPE 'X' GWB2X6 WOOD STUD @ 16" O.C. (PER STRUCTURAL)R-19 BATT INSULATION FOR SOUND ATTENUATION ONLY5/8" TYPE 'X' GWB

NOTE:(1) ADD 2ND LAYER OF 5/8" GWB NEXT TO BEDROOM (ONBEDROOM SIDE) OR LIVING ROOM (ON LIVING ROOM SIDE).(2) CAULK TOP AND BOTTOM OF GWB ON BOTH SIDES OF WALLWITH RESILIENT CAULK(3) PROVIDE SOLID NON-PAPER FACED BACKERBOARD BEHINDTUB ENCLOSURES OR PAPER-FACED GWB THAT MEETS ASTM D3273 WITH SCORE OF 10 BEHIND FIBERGLASS TUB SURROUNDS

1 HOUR

GA WP 3510


A4TYPICAL

FIREPARTITION

(PARTY WALL)

2 LAYERS OF 5/8" TYPE 'X' GWBREPLACE 5/8" TYPE 'X' GWB W/ 1/2" PLYWOOD ONLY WHEREINDICATED PER STRUCTURAL2X4 STAGGERED WOOD STUD 8" O.C. (PER STRUCTURAL) ONCOMMON 2X6 PLATEROCK WOOL FIRE-BREAK AT 10'-0" MAX. INTERVALWRAP PLUMBING PIPE WITH SOUND ATTENUATION BATTR-19 BATT INSULATION FOR SOUND ATTENUATION2 LAYERS OF 5/8" TYPE 'X' GWB

NOTE:(1) FIRST LAYER OF GYP ON EACH SIDE OF STUD TO BECAULKED, TOP & BOTTOM, USING RESILIENT CAULK.(2) ELECTRICAL & COMMUNICATION BOXES SHALL BESEPARATED BY A MIN OF 24" ON OPPOSITE SIDES OF WALL.ALL UNUSED KNOCKOUTS SHALL BE PLUGGED. BOXESLOCATED WITHIN 24" OF EACH OTHER SHALL BE FITTEDWITH PUTTY PACKS ON THE BACKSIDE.(3) PENETRATIONS FOR SMALL PIPING AND CONDUIT WITHINWALL SHALL BE SEALED WITH RESILIENT CAULK(4) PROVIDE SOLID NON-PAPER FACED BACKERBOARDBEHIND TUB ENCLOSURES OR PAPER-FACED GWB THATMEETS ASTM D 3273 WITH SCORE OF 10 BEHIND FIBERGLASSTUB SURROUNDS

1 HOUR

GA WP 3380

STC: 55

A3CORRIDOR WALL

2 LAYERS 5/8" TYPE 'X' GWBADD 1/2" PLYWOOD ONLY WHERE INDICATED PER STRUCTURAL2X4 WOOD STUDS 16" O.C. STAGGERED 8" O.C. ON COMMON 2X6PLATEROCK WOOL FIRE-BLOCK AT 10'-0" MAX. INTERVAL.R-19 SOUND ATTENUATION BATT INSULATION2 LAYERS 5/8" TYPE 'X' GWB

2 HOUR

GA WP 3910

STC: 50 - 54

WALL ASSEMBLIES: TYPE IA, INTERIORWALL TYPE WALL DETAIL ASSEMBLY DESCRIPTION FIRE SOUND THERMAL

RATING

B1TYPICAL

INTERIORPARTITION

5/8" TYPE 'X' GWB3 5/8" STEEL STUD WALL @ 16" O.C. (PER STRUCTURAL)R-11 BATT INSULATION FOR SOUND ATTENUATION ONLY (WHERE -INDICATED, PER PLAN & ALL BATHROOM LOCATIONS)5/8" TYPE 'X' GWB

NOTE: (1) WRAP PLUMBING PIPE WITH SOUND ATTENUATION BATT(2) PROVIDE SOLID NON-PAPER FACED BACKEBOARD BEHIND TUBENCLOSURES OR PAPER-FACED GWB THAT MEETS ASTM D 3273WITH SCORE OF 10 BEHIND FIBERGLASS TUB SURROUNDS.

1 HOUR

GA WP 1072


B2INTERIORPARTITION

W/ 4" DIA. ORGREATERPLUMBING

5/8" TYPE 'X' GWB6" STEEL STUD @ 16" O.C. (PER STRUCTURAL)R-19 BATT INSULATION FOR SOUND ATTENUATION ONLY5/8" TYPE 'X' GWB

NOTE:(1) ADD 2ND LAYER OF 5/8" GWB NEXT TO BEDROOM (ON BEDROOMSIDE) OR LIVING ROOM (ON LIVING ROOM SIDE).(2) ON CONCRETE SLAB CAULK TOP AND BOTTOM OF GWB ON BOTHSIDES OF WALL WITH RESILIENT CAULK(3) PROVIDE SOLID NON-PAPER FACED BACKERBOARD BEHIND TUBENCLOSURES OR PAPER-FACED GWB THAT MEETS ASTM D 3273WITH SCORE OF 10 BEHIND FIBERGLASS TUB SURROUNDS

1 HOUR

GA WP 1072


B4TYPICAL

FIREPARTITION

(PARTY WALL)

1 HOUR

GA WP 1021

STC: 56

VAR

IES

•••

•

••

••

•••

•

••••

•••

•••

••

•

••••

A5FIRE BARRIER(SHAFT WALL)

ATSTAIR/ELEVATOR/

(NO PENETRATIONS)

5/8" TYPE 'X' GWB5/8" TYPE 'X' GWB OR 1/2" PLYWOOD SHEATHING ONLY WHEREINDICATED BY STRUCTURAL2X4 STAGGERED WOOD STUD (PER STRUCTURAL) ON COMMON2X8 PLATEROCK WOOL BATT INSULATION AT 10'-0" MAX. INTERVALWRAP PLUMBING PIPE WITH SOUND ATTENUATION BATTR-19 BATT INSULATION FOR SOUND ATTENUATION5/8" TYPE 'X' GWB

NOTE:(1) ON CONCRETE SLAB, FIRST LAYER GWB ON EACH SIDE OFSTUD TO BE CAULKED, TOP AND BOTTOM USING RESILIENTCAULK(2) RECESSED EQUIPMENT (E.G. FIRE EXTINGUISHERS) SHALLBE LINED WITH 1 LAYER 5/8" GWP(3) SEE DOOR DETAILS FOR GASKET REQUIREMENTS(4) PROVIDE SOLID NON-PAPER FACED BACKERBOARD BEHINDTUB ENCLOSURES OR PAPER-FACED GWB THAT MEETS ASTM D3273 WITH SCORE OF 10 BEHIND FIBERGLASS TUB SURROUNDS

1 HOUR

GA WP 3380

STC: 52

••

•

••••

B3CORRIDOR WALL

2 LAYERS 5/8" TYPE 'X' GWB6" STEEL STUDS @ 16" O.C.R-19 BATT INSULATION FOR SOUND ATTENUATION

OR R-21 WHEN ADJACENT TO UNHEATED SPACEWRAP PLUMBING PIPE WITH SOUND ATTENUATION BATT1 LAYER 5/8" TYPE 'X' GWB

NOTE:(1) ON CONCRETE SLAB, FIRST LAYER GWB ON EACH SIDE OF STUDTO BE CAULKED, TOP AND BOTTOM USING RESILIENT CAULK(2) RECESSED EQUIPMENT (E.G. FIRE EXTINGUISHERS) SHALL BELINED WITH 1 LAYER 5/8" GWP(3) SEE DOOR DETAILS FOR GASKET REQUIREMENTS(4) PROVIDE SOLID NON-PAPER FACED BACKERBOARD BEHIND TUBENCLOSURES OR PAPER-FACED GWB THAT MEETS ASTM D 3273WITH SCORE OF 10 BEHIND FIBERGLASS TUB SURROUNDS

1 HOUR

GA WP 1052

STC: 50-54•••

••

A6CORRIDOR WALLWITH PLUMBING

5/8" TYPE 'X' GWB5/8" TYPE 'X' GWB OR 1/2" PLYWOOD SHEATHING ONLY WHEREINDICATED BY STRUCTURAL2X4 STAGGERED WOOD STUD (PER STRUCTURAL) ONCOMMON 2X6 PLATEROCK WOOL BATT INSULATION AT 10'-0" MAX. INTERVALWRAP PLUMBING PIPE WITH SOUND ATTENUATION BATTR-19 BATT INSULATION FOR SOUND ATTENUATION5/8" TYPE 'X' GWB

NOTE:(1) ON CONCRETE SLAB, FIRST LAYER GWB ON EACH SIDE OFSTUD TO BE CAULKED, TOP AND BOTTOM USING RESILIENTCAULK(2) RECESSED EQUIPMENT (E.G. FIRE EXTINGUISHERS) SHALLBE LINED WITH 1 LAYER 5/8" GWP(3) SEE DOOR DETAILS FOR GASKET REQUIREMENTS(4) PROVIDE SOLID NON-PAPER FACED BACKERBOARD BEHINDTUB ENCLOSURES OR PAPER-FACED GWB THAT MEETS ASTM D3273 WITH SCORE OF 10 BEHIND FIBERGLASS TUB SURROUNDS

••

•

••••

B6CORRIDOR WALLWITH PLUMBING

8 1/

2"

1 HOUR

GA WP 3380

STC: 50

7 1/

4"8"

*TYPICAL PARTY WALL IS 2x4 STUDS @ 16" O.C.EACH FACE, STAGGERED

*THE FOLLOWING WALLS ARE TO BE DOUBLE 2x4 STUDS @ 16" O.C.EACH FACE, STAGGERED

GRIDS A.6, C, D AND E.3 ON THE 3RD, 4TH AND 5TH LEVELSGRIDS 1.7 BETWEEN A AND C.4 ON THE 3RD AND 4TH LEVELSGRIDS 2.1 AND 2.5 BETWEEN A AND C.4 ON THE 3RD LEVELGRIDS 1.6, 2, 2.4 AND 2.9 BETWEEN C.7 AND E.8 ON THE 3RD

AND 4TH LEVEL

2 LAYER 5/8" TYPE 'X' GWB8" STEEL STUDS @ 16" O.C.R-19 BATT INSULATION FOR SOUND ATTENUATION

OR R-21 WHEN ADJACENT TO UNHEATED SPACEWRAP PLUMBING PIPE WITH SOUND ATTENUATION BATT1 LAYER 5/8" TYPE 'X' GWB

NOTE:(1) ON CONCRETE SLAB, FIRST LAYER GWB ON EACH SIDE OFSTUD TO BE CAULKED, TOP AND BOTTOM USING RESILIENTCAULK(2) RECESSED EQUIPMENT (E.G. FIRE EXTINGUISHERS) SHALL BELINED WITH 1 LAYER 5/8" GWP(3) SEE DOOR DETAILS FOR GASKET REQUIREMENTS(4) PROVIDE SOLID NON-PAPER FACED BACKERBOARD BEHINDTUB ENCLOSURES OR PAPER-FACED GWB THAT MEETS ASTM D3273 WITH SCORE OF 10 BEHIND FIBERGLASS TUB SURROUNDS

1 HOUR

GA WP 1052


•••

••

10"

0' - 8"

4 3/

4"6

3/4"

7 1/

4"

9 3/

4"

B7FIRE BARRIER

(CLOSURE)SHAFT WALL

1-1/2" RIGID INSULATION2 1/2" STEEL C-T STUDS @ 24" O.C.1"x24" TYPE 'X' GYPSUM CORE BOARD

NOTE:(1) ASSEMBLY PER ELEVATOR SPECS WHEN LOCATED ATELEVATOR SHAFT

2 HOUR

GA WP 7051PROPRIETARY

STC: 50-54•••

8"

16"

••••

8"

2 LAYERS 1/2" TYPE 'X' GWB6" STEEL STUDS @ 16" O.C.R-19 BATT INSULATION FOR SOUND ATTENUATION

WRAP PLUMBING PIPE WITH SOUND ATTENUATION BATT1/2" RESILIENT CHANNEL1 LAYER 1/2" TYPE 'X' GWB

NOTE:(1) ON CONCRETE SLAB, FIRST LAYER GWB ON EACH SIDE OFSTUD TO BE CAULKED, TOP AND BOTTOM USING RESILIENT CAULK(2) PROVIDE SOLID NON-PAPER FACED BACKERBOARD BEHINDTUB ENCLOSURES OR PAPER-FACED GWB THAT MEETS ASTM D3273 WITH SCORE OF 10 BEHIND FIBERGLASS TUB SURROUNDS

•••

••

WALL PER PLAN

B5

3/4" TYPE 'X' GYPSUM CORE BOARD1-1/2" RIGID INSULATION4" STEEL C-T STUDS @ 24" O.C.1"x24" TYPE 'X' GYPSUM CORE BOARD

NOTE:(1) ASSEMBLY PER ELEVATOR SPECS WHEN LOCATED ATELEVATOR SHAFT

2 HOUR

GA WP 7053PROPRIETARY

STC: 50-54••••

4 3/

4"

FIRE BARRIER(SHAFT WALL)

ATSTAIR/ELEVATOR

(NO PENETRATIONS)

B8FIRE BARRIER(SHAFT WALL)

ATSTAIR/ELEVATOR

(NO PENETRATIONS)

2 LAYERS 5/8" TYPE 'X' GWBADD 1/2" PLYWOOD ONLY WHERE INDICATED PER STRUCTURAL6" STEEL STUDS @ 16" O.C.ROCK WOOL FIRE-BLOCK AT 10'-0" MAX. INTERVAL.R-19 SOUND ATTENUATION BATT INSULATION2 LAYERS 5/8" TYPE 'X' GWB

2 HOUR

GA WP 1522

STC: 55-59••••••

9"



www.nkarch.com



REVISIONS

ISSUANCE

#


A10.0

115205.22.2013

AMMG1152_TRIAD 12TH

INTERIORASSEMBLIES

TRIA

D 1

2TH

AVE

NU

E41

19 &

412

3 12

TH A

VEN

UE

NE

SEAT

TLE,

WA

9810

5

TRIA

D C

APIT

AL


WALL TYPE ASSEMBLIES: EXTERIOR

WALL TYPE WALL DETAIL ASSEMBLY DESCRIPTION FIRE SOUND THERMAL

RATING

E3EXTERIOR

WALLW/ SIDINGAT STAIR(TYPE VA)

2 HOURS

GA WP 8415

R-21

SIDING PER ELEVATIONSP.T. VERTICAL WOOD FURRING STRIPSWEATHER BARRIER (PER SPEC)2 LAYERS OF 5/8" TYPE X GWB SHEATHING1 LAYER OF 1/2" PLYWOOD SHEATHING2x6 WOOD STUD WALL (PER STRUCTURAL)R-21 BATT INSULATIONADD 1/2" RESILIENT CHANNEL TO APARTMENT SIDE ONLY @ UNIT WALLLOCATIONS2 LAYERS OF 5/8" TYPE 'X' GWBPVA PRIMER

NOTE:(1) PROVIDE SOLID NON-PAPER FACED BACKERBOARD BEHIND TUBENCLOSURES OR PAPER-FACED GWB THAT MEETS ASTM D 3273 WITHSCORE OF 10 BEHIND FIBERGLASS TUB SURROUNDS

••••••••

••

WALL TYPE ASSEMBLIES: CONCRETE

WALL TYPE WALL DETAIL ASSEMBLY DESCRIPTION FIRE SOUND THERMAL

RATING

C1CAST-IN-PLACE

CONCRETE WALL

CAST-IN-PLACE CONCRETE (PER STRUCT)

NOTE:(1) BELOW GRADE LOCATIONS: PROVIDE CONT. W/P MEMBRANE (PERSPEC)(2) BELOW GRADE LOCATIONS: PROVIDE DRAINMAT (PER W/PCONSULTANT) LAP OVER FILTER FABRIC(3) EXPOSED EXT. LOCATIONS: PROVIDE ANTI GRAFFITI COATING ORACRYLIC TOPCOAT FINISH

•

PER

STR

UC

TUR

AL

C2CONCRETE

WALL W/ METALFURRING

6"PE

R S

TRU

CTU

RAL

WATERPROOFING (PER SPEC)ANTI GRAFFITI COATING OR ACRYLIC TOPCOAT AT EXPOSEDLOCATIONSSHOTCRETE WALL (PER STRUCTURAL)2" (R-10) XPS FOAM INSULATION3-5/8" MIN STEEL STUDS @ 24" O.C. (SIZE STUD PER PLUMBING PIPE)R-13 BATT INSULATION MINWRAP PLUMBING PIPE WITH SOUND ATTENUATION BATT5/8" GWBPVA PRIMER

••

•••••••

E4EXTERIOR

WALLW/ SIDING(TYPE 1A)

1 HOURRATED FROMBOTH SIDES

GA WP 8122

R-21

SIDING PER ELEVATIONS (METAL PANEL OR FIBER CEMENT PANEL)3/4" CI-GIRT WITH THERMALLY ISOLATED FASTENERS2" RIGID SHEATHING INSULATION W/ INTEGRAL WATER RESISTIVEFACER5/8" TYPE 'X' GWB SHEATHING6" STEEL STUD @ 16" O.C. WALL (PER STRUCT)PROVIDE HORIZONTAL BLOCKING SUPPORT FOR FURRINGR-21 BATT NISULATION5/8" TYPE 'X' GWBPVA PRIMER

NOTE:(1) PROVIDE SOLID NON-PAPER FACED BACKERBOARD BEHIND TUBENCLOSURES OR PAPER-FACED GWB THAT MEETS ASTM D 3273WITH SCORE OF 10 BEHIND FIBERGLASS TUB SURROUNDS

C3CMUWALL

GROUT-FILLED CONCRETE MASONRY UNIT (PER STRUCT)

NOTE:(1) BELOW GRADE LOCATIONS: PROVIDE CONT. W/P MEMBRANE(PER SPEC)

(2) EXPOSED EXT. LOCATIONS: PROVIDE ANTI GRAFFITI COATINGOR ACRYLIC TOPCOAT FINISH

•

C4CMU WALLW/ METALFURRING

GROUT-FILLED CONCRETE MASONRY UNIT (PER STRUCT)2" (R-10) XPS FOAM INSULATION3 5/8" MIN. STEEL STUDS @ 24" O.C. (SIZE STUD PER PLUMBING PIPE)R-13 BATT INSULATION MIN.WRAP PLUMBING PIPE WITH SOUND ATTENUATION BATT5/8" GWBPVA PRIMER

NOTE:(1) BELOW GRADE LOCATIONS: PROVIDE CONT. W/P MEMBRANE(PER SPEC)

(2) EXPOSED EXT. LOCATIONS: PROVIDE ANTI GRAFFITI COATINGOR ACRYLIC TOPCOAT FINISH

••••

••

E1EXTERIOR

WALLW/ SIDING(TYPE VA)

1 HOURRATED FROMBOTH SIDES

GA WP 8105

SIDING PER ELEVATIONS (METAL PANEL OR FIBER CEMENT PANEL)P.T. VERTICAL WOOD FURRING STRIPSWRB (PER SPEC)1 LAYER 5/8" TYPE 'X' GWB SHEATHING1 LAYER OF 1/2" PLYWOOD SHEATHING2x6 WOOD STUDS (PER STRUCTURAL)R-21 BATT INSULATION, FRICTION FIT1 LAYER OF 5/8" TYPE 'X' GWBPVA PRIMER


R-21•••••••••

R-21

E5EXTERIOR

WALLW/ SIDINGAT STAIR(TYPE 1A)

2 HOURS

GA WP 8202

E2EXTERIOR

WALLW/ SIDING(TYPE VA)

1 HOURRATED FROMTHE INSIDEONLY

IN ACCORDANCE W/SBC 705.5SBC TABLE 720.1(2) -ITEM 16-1.2

SIDING PER ELEVATIONS (METAL PANEL OR FIBER CEMENT PANEL)P.T. VERTICAL WOOD FURRING STRIPSWEATHER BARRIER (PER SPEC)1 LAYER OF 1/2" PLYWOOD SHEATHING2x6 WOOD STUDS (PER STRUCTURAL)R-21 BATT INSULATION, FRICTION FIT1 LAYER OF 5/8" TYPE 'X' GWBPVA PRIMER

NOTE:(1) PROVIDE SOLID NON-PAPER FACED BACKERBOARD BEHIND TUBENCLOSURES OR PAPER-FACED GWB THAT MEETS ASTM D 3273 WITHSCORE OF 10 BEHIND FIBERGLASS TUB SURROUNDS(2) E2 CAN BE REPLACED BY E1 AT THE DISCRETION OF THECONTRACTOR EXCEPT AT SHEAR WALL LOCATIONS AS INDICATEDPER STRUCTURAL

••••••••

R-21

4 HOUR = 7.0" MIN.3 HOUR = 6.2" MIN.2 HOUR = 5.0" MIN.1 HOUR = 3.5" MIN.

SBC 2009TABLE 720.1(2)ITEM 4-1.1


SBC 2009TABLE 720.1(2)ITEM 4-1.1

••••••••••

SIDING PER ELEVATIONS3/4" CI-GIRT WITH THERMALLY ISOLATED FASTENERS2" RIGID SHEATHING INSULATION W/ INTEGRAL WATER RESISTIVE FACER1 LAYER 5/8" FIREGUARD DENSGLASS SHEATHING1 LAYER 5/8" TYPE 'X' GWB6" STEEL STUD @ 16" O.C. WALL (PER STRUCT)PROVIDE HORIZONTAL BLOCKING SUPPORT FOR FURRINGR-21 BATT NISULATION2 LAYERS OF 5/8" TYPE 'X' GWBPVA PRIMER


••••••••••

0' -

8 1/

2"0'

- 9

1/4"

0' -

10 3

/4"

7 1/

4"

GRID

GRID

GRID

GRID

GRID

R-21+R-10

R-21+R-10

R-10+R-13

R-10+R-13

3 HOUR = 5.3" MIN.2 HOUR = 4.2" MIN.1 HOUR = 2.8" MIN.

SBC 2009TABLE 720.1(2)ITEM 3-1.4

3 HOUR = 5.3" MIN.2 HOUR = 4.2" MIN.1 HOUR = 2.8" MIN.

SBC 2009TABLE 720.1(2)ITEM 3-1.4

STR

UC

TUR

AL

PER

0' -

6 3/

4"

STC 60

.

.

C5CONCRETE

WALL W/ RIGIDINSUL PE

R S

TRU

CTU

RAL

WATERPROOFING (PER SPEC)ANTI GRAFFITI COATING OR ACRYLIC TOPCOAT AT EXPOSEDLOCATIONSCONCRETE WALL (PER STRUCTURAL)2" (R-10) XPS FOAM INSULATION W/Z-FURRING5/8" GWBPVA PRIMER

••

••••


SBC 2009TABLE 720.1(2)ITEM 4-1.1

R-10



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REVISIONS

ISSUANCE

#


A10.1

115205.22.2013

AMMG1152_TRIAD 12TH

EXTERIORASSEMBLIES

TRIA

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2TH

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FLOOR/CEILING DETAIL

F1FLOOR

ASSEMBLY(TYPE VA)

FINISH FLOORINGHARD SURFACE AREAS: 1" CEMENTITIOUS UNDERLAYMENTOVER 1/4" ACOUSTIC TREATMENT("ACOUSTI-MAT II" OR "QUIET QURL 55-025")

(OR)CARPETED AREAS: CARPET & PAD OVER1-1/4" CEMENTITIOUS UNDERLAYMENT

PLYWOOD SHEATHING (PER STRUCTURAL)TJI JOIST OR WOOD STUD (PER STRUCTURAL)3 1/2" (R-11) ACOUSTICAL BATT INSULATION1/2" RESILIENT CHANNEL 16" O.C. INSTALLED PERPENDICULAR TOFRAMING MEMBERS2 LAYERS 5/8" TYPE 'X' GWB

WALL ASSEMBLIES: TYPE VA, INTERIORWALL TYPE ASSEMBLY DESCRIPTION FIRE SOUND THERMAL

RATING

••

•

••

•

F4FLOOR/CEILING

W/ SOFFIT

(HEATED OVERHEATED)

FLOORINGCONCRETE SLAB (PER STRUCTURAL)STEEL STUDSINSULATE AT PIPE LOCATIONS1/2" RESILIENT CHANNEL5/8" TYPE 'X' GWB

PER

STR

UC

TVA

RIE

S

••••••

F3CONCRETE FLOORSLAB OVER LIVING

UNIT

(HEATED OVERHEATED)

FINISH FLOORING (PER PLAN):(NOTE: HARD SURFACE AREAS; PROVIDE VC 300 PADUNDERLAYMENT; CARPETED AREAS NO ADDITIONAL MITIGATIONREQUIRED)POST-TENSIONED CONCRETE SLAB (PER STRUCTURAL)

PER

STR

UC

TVA

RIE

S

•

•

F2 FINISH FLOORING (PER PLAN)CONCRETE SLAB (PER STRUCTURAL)

PER

STR

UC

TVA

RIE

S

••

EXPOSEDCONCRETE

FLOOR SLAB

F5FLOOR

ASSEMBLY(TYPE 1A)

(HEATED OVERNON-HEATED)

F6CONCRETE

SLAB-ON-GRADE

FINISH FLOORING (PER PLAN)CONCRETE SLAB (PER STRUCTURAL)R-30 BLANKET INSULATION PER SBC SECTION 719.3VINYL FACED BATTS STICK-PINNED TO SLAB

NOTE:THIS ASSEMBLY TO BE USED AS CEILING CONDITION FOR THETENANT STORAGE (RM. B16), BICYCLE PARKING (RM. B06), ANDTHE REFUSE/RECYCLING AREA (RM. 114)

••••

•

FINISH FLOORING (PER PLAN)CONCRETE SLAB-ON-GRADE (PER STRUCTURAL)2" XPS RIGID INSULATION FOR 24" INBOARD OF PERIMETERFREE DRAINING GRANULAR FILL (PER GEOTECH)COMPACTED NATIVE BEARING SOIL

NOTE:(1) PROVIDE VAPOR BARRIER W/ FULLY TAPED JOINTS AT ALLSLAB-ON-GRADE LOCATIONS

•••

1 HOUR

FC5111 @ JOISTS

FC5120 @ STUDS

STC: 50-54

3 HOUR

SBC 2009TABLE 720.1(1)ITEM 4-1.1&TABLE 720.1(3)ITEM 1-1.1

3 HOUR


3 HOUR

SBC 2006TABLE 720.1(3)ITEM 6-4.1

3 HOUR


R-30

1' -

1 1/

4"

UNIT

UNIT

0' -

7"

4"

UNIT

PER

STR

UC

TVA

RIE

S

UNIT

9 1/

2"

ROOF ASSEMBLIES:

ROOF TYPE ROOF DETAIL ASSEMBLY DESCRIPTION FIRE SOUND THERMAL

RATING

R2TYP ROOF

ASSMBW/ ROOF

DECK(TYPE VA)

R1TYP ROOF

ASSMB(TYPE VA)

1 HOUR

ESR-1153ASSEMBLY B

•••••

•

R-48

1 HOUR

ESR-1153ASSEMBLY B

R-11

R-11

R-10

UNIT

UNIT

NON-HEATED

PRECAST CONCRETE PAVERS OR WOOD DECKING ON PEDESTALSHORIZONTAL WATERPROOFING SYSTEM (PER SPEC)CONCRETE SLAB (PER STRUCTURAL) SLOPED MIN. 3/8" PER FOOT TO DRAIN

3 HOUR

SBC 2009TABLE 720.1(1)ITEM 4-1.1&TABLE 720.1(3)ITEM 1-1.1F7

CONCRETEPAVERS ONW/P SLAB

PATIO

PER

STR

UC

TUR

AL

SLOPE MIN. 3/8" PER FT.

•••

CARPET VINYL FLOORING

STC: 50

STC: 50

STC: 50

STC: 50

APPROVED ROOFING SYSTEM (PER SPEC)8" POLYISO RIGID INSULATION (R-48)SHEATHING (PER STRUCTURAL)SLOPED ROOF TRUSS OR TJI (PER STRUCTURAL)1/2" RESILIENT CHANNEL (OVER 7TH FLOOR ONLY, NOT REQ'D FORPENTHOUSE ROOF)(2) LAYERS 5/8" TYPE X GWB

WOOD DECKINGPRESSURE TREATED WOOD SLEEPERS(NOTCH TO ALLOW FOR DRAINAGE)PROTECTION MATAPPROVED ROOFING SYSTEM (PER SPEC)8" POLYISO RIGID INSULATION (R-48)SHEATHING (PER STRUCTURAL)SLOPED ROOF TRUSS (PER STRUCTURAL)2.5" BATT INSULATION PER ACOUSTICAL REQUIREMENTSRSIC-1 CLIP OR GENIECLIP(2) LAYERS 5/8" TYPE X GWB

••

••••••••

R3TYP ROOF

ASSMBW/

OVERFRAMING(TYPE VA)

FINISH FLOORINGHARD SURFACE AREAS: 1" CEMENTITIOUS

UNDERLAYMENTOVER 1/4" ACOUSTIC TREATMENT("ACOUSTI-MAT II" OR "QUIET QURL 55-025")

(OR)CARPETED AREAS: CARPET & PAD OVER1-1/4" CEMENTITIOUS UNDERLAYMENT

SHEATHING (PER STRUCTURAL)WOOD JOIST OVERFRAMING (PER STRUCTURAL)SHEATHING (PER STRUCTURAL)SLOPED ROOF TRUSS (PER STRUCTURAL)2.5" BATT INSULATION PER ACOUSTICAL REQUIREMENTSRSIC-1 CLIP OR GENIECLIP(2) LAYERS 5/8" TYPE X GWB

•

•

•••••••

1 HOUR



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REVISIONS

ISSUANCE

#


A10.2

115205.22.2013

AMMG1152_TRIAD 12TH

ROOF + FLOORASSEMBLIES

TRIA

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TYPE APANEL

TYPE BDOUBLE PANEL

TYPE CBI-FOLD

TYPE DGLAZING

SG

DOOR TYPE SCHEDULE

DOOR MATERIAL KEY

MATERIAL/FINISHABRVALUMINUM W/ TEMPERED GLASSALUM/GLANODIZEDANODALUMINUMALUMCLEAR FINISHCLFACTORYFACFIBERGLASSFGTEMPERED GLASSGLHOLLOW CORE WOODHCWLOUVERLVRMETALMTLPAINTPTSOLID CORE WOODSCWSAFETY GLAZING/ TEMPERED GLASSSGSTAINSTSTOREFRONTSTFVINYLVVINYL W/ TEMPERED GLASSV/GLWOODWDWOOD W/ TEMPERED GLASSWD/GL

REQUIREMENT#PASSAGE HARDWARE1PRIVACY HARDWARE2

BARRIER-FREE HARDWARE9

LOUVER AT LAUNDRY/UTILITY CLOSETS13

DOOR STOP21VIEWPORT, 60" AFF AND MEETING THE REQUIREMENTS OF 715.3.322DEAD BOLT, 1/2" THROW MIN. W/ MIN. 1/4" PENETRATION IN STRIKE JAMB23FLUSH BOLTS

3

CLOSER

4

SMOKE AND DRAFT CONTROL

5

WEATHERSTRIPPING

29

ELECTRONIC STRIKE CONNECTED TO INTERCOM

24

SECURITY FOB HARDWARE

16

INSULATED EXTERIOR DOOR

30

LOUVER IN DOOR

26

PANIC HARDWARE PER SBC 1008.1.9

32

AUTOMATIC DOOR OPERATOR FOR BARRIER-FREE ACCESS

7

UNDERCUT DOOR FOR VENTILATION

8

DOOR NOTES KEY

SELF LOCKING

25

EXTERIOR SLIDER HARDWARE

12

HOSPITAL HINGE

28

180 DEGREE SWING

11

STC VALUE TO MATCH ADJACENT WINDOW

14

BARN DOOR HARDWAREBI-FOLD HARDWAREBYPASS HARDWARE

EMERGENCY EXIT ONLY - ALARM WILL SOUND

SECURITY CARD HARDWARE

20

10

19

15

27

17

33

31

EXTERIOR SPRING CLOSER ALLOWING 180 DEGREE DOUBLE SWING

CALL BOX CONNECTED TO INTERCOM

SMOKE ACTIVATED

6 DUMMY HARDWARE

SPRING HINGE18

343536

ROLL DOWN FIRE DOOR HARDWAREOPEN GRATE FOR VENTILATIONSOLID SECTIONAL SEGMENTS

37 CHAIN-LINK FENCE DOOR

DOOR NOTES

TYPICAL DOOR JAMBS IN CORRIDORS SHALL BE OFFSET 6" FROM THE WALL ONTHE HINGE SIDE. TYPICAL DOOR JAMBS FOR PASSAGE DOORS SHALL BE OFFSETA MINIMUM OF 3" FROM THE WALLS ON BOTH SIDES. REFER TO ACCESSIBILITYNOTES FOR DOOR CLEARANCE REQUIREMENTS.

THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 3/4" IN HEIGHT FOR SLIDINGDOORS SERVING DWELLING UNITS OR 1/2" FOR OTHER DOORS. RAISEDTHRESHOLDS AND FLOOR LEVEL CHANGES GREATER THAN 1/4" AT DOORWAYSSHALL BE BEVELED WITH A SLOPE NOT GREATER THAN 50 PERCENT. SBC1008.1.7.

EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDEWITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. DOORHANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES SHALL NOTREQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TOOPERATE. THEY SHALL BE INSTALLED 34" MIN. TO 48" MAX. ABOVE FINISHEDFLOOR. SBC 1008.1.9.1 & SBC 1008.1.9.2

FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THEBUILDING OFFICIAL. THE MAXIMUM FORCE FOR PUSHING OPEN OR PULLING OPENDOORS OTHER THAN FIRE DOORS SHALL BE 5.0 POUNDS FOR INTERIOR HINGEDDOORS AND SLIDING OR FOLDING DOORS. EXTERIOR DOORS REQUIRING ACLOSING PRESSURE GREATER THAN 8.5 POUNDS SHALL BE POWER OPERATEDWITHIN THE ACCESSIBILE ROUTE OF TRAVEL. SBC 1101.2.3. ICC A117.1 SECTION404.2.8

BUILDING ENTRANCE DOORS SHALL BE SELF-CLOSING, SELF-LOCKING ANDEQUIPPED WITH A DEAD-LOCKING LATCH BOLT WITH AT LEAST A 1/2" THROWWHICH SHALL PENETRATE THE STRIKER AT LEAST 1/4". SBC 420.6.1.2.

EVERY ENTRANCE DOOR TO A HOUSING UNIT SHALL HAVE A DEAD BOLT OR DEAD-LOCKING LATCH BOLT WITH AT LEAST A 1/2" THROW WHICH SHALL PENETRATETHE STRIKER AT LEAST 1/4". SBC 420.6.1.4.

EVERY ENTRANCE DOOR TO A HOUSING UNIT OTHER THAN TRANSPARENTDOORS, SHALL HAVE A VISITOR-OBSERVATION PORT WHICH SHALL NOT IMPAIRTHE FIRE RESISTANCE OF THE DOOR. OBSERVATION PORTS SHALL BEINSTALLED BETWEEN 54" AND 66" ABOVE THE FLOOR. SBC 420.6.1.5.

VIEWPORTS SHALL BE INSTALLED WITH A HOLE NO LARGER THAN 1" IN DIAMETERTHROUGH THE DOOR, HAVE AT LEAST A 1/4" THICK GLASS DISK, AND HAVE A METALHOLDER THAT WILL NOT MELT OUT WHEN SUBJECT TO TEMPERATURES OF 1700DEGREES F. SBC 715.4.3, EXCEPTION 1.

FIRE DOOR ASSEMBLIES LOCATED IN CORRIDOR WALLS SHALL MEET THEREQUIREMENTS OF SBC 715.4.3. AN ARTIFICIAL BOTTOM SEAL SHALL BEINSTALLED ACROSS THE FULL WIDTH OF THE BOTTOM OF THE DOOR ASSEMBLYIN ORDER TO MEET THE REQUIREMENTS FOR A SMOKE-AND-DRAFT-CONTROLDOOR ASSEMBLY PER UL 1784.

ALL FIRE DOORS SHALL BE SELF-CLOSING. DOORS INSTALLED ACROSSCORRIDORS WHICH ARE PROVIDED WITH HOLD-OPEN DEVICES SHALL BEAUTOMATIC-CLOSING BY THE ACTUATION OF SMOKE DETECTORS. SBC 715.4.8 &SBC 715.4.8.3. NFPA 80

DOORS TO STORAGE, MAINTENANCE AND BUILDING SERVICE ROOMS SHALL BESELF-CLOSING AND SELF-LOCKING. SBC 419.5.1.6.

ALL FIRE-RATED DOORS AND FRAMES SHALL BEAR A LABEL FROM A RECOGNIZEDRATING AGENCY.

THE CONTRACTOR SHALL COORDINATE ALL TRANSFORMER VAULT ACCESSDOOR AND HARDWARE REQUIREMENTS WITH THE CITY OF SEATTLE.

ALL GLAZING IN DOORS SHALL BE SAFETY GLAZING. SBC 2406.3.

REFER TO WINDOW AND GLAZING NOTES, SHEET A10.3, FOR ADDITIONALREQUIREMENTS PERTAINING TO GLAZED DOORS.

UNGLAZED EXTERIOR DOORS SHALL HAVE A U-VALUE AS STATED ON THE ENERGYCODE COMPLIANCE SHEETS. THE DOOR SHALL BEAR AN NFRC LABELIDENTIFYING THE U-VALUE. IF THE DOOR DOES NOT HAVE AN NFRC LABEL, IT WILLBE ASSUMED THAT THE DOOR HAS A DEFAULT U-VALUE AS STATED IN SECTION502.1.5.2 OF THE SEATTLE ENERGY CODE.

REFER TO EGRESS NOTES, SHEET A0.01, FOR EXIT SIGNAGE REQUIREMENTS ATDOORS.

1)

2)

3)

4)

5)

6)

7)

8)

9)

10)

11)

12)

13)

14)

15)

16)

17)

TYPE APANEL

TYPE BDOUBLE PANEL/

BI-FOLD

DOOR FRAME SCHEDULE

GENERAL DOOR DETAIL NOTES:

• ALL DOORS LEADING FROM AUNIT TO THE EXTERIOR (OR)FROM A UNIT TO A CORRIDORWILL HAVE WEATHERSTRIPPINGAND SWEEPS AT THETHRESHOLD.



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REVISIONS

ISSUANCE

#


A10.3

115205.22.2013

SLMG1152_TRIAD 12TH

DOOR SCHEDULE

TRIA

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2TH

AVE

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DOOR SCHEDULEDOORTAG

DOOR FRAME DETAIL FIRERATING LOCATION INT/EXT NOTESTYPE MATL FINISH WIDTH HEIGHT THICK TYPE MATL FINISH HEAD JAMB THRSHLD

LEVEL B1001 A MTL PT 3' - 0" 7' - 0" 2" A MTL PT 12/A9.9 11/A9.9 90 MIN. STAIR A EXT 1,9,16,21,25,26,28002 A MTL PT 3' - 0" 7' - 0" 2" A MTL PT 6/A9.9 5/A9.9 14/A9.9 20 MIN. SPRINKLER ROOM INT 1,16,20,21,30003 A MTL PT 3' - 0" 7' - 0" 2" A MTL PT 6/A9.9 5/A9.9 14/A9.9 20 MIN. TELECOM ROOM INT 1,16,20,21,30004 A MTL PT 3' - 0" 7' - 0" 2" A MTL PT 6/A9.9 5/A9.9 14/A9.9 20 MIN. BICYCLE PARKING INT 1,9,21,30005 D ALUM/GLASS ANOD/FAC 3' - 0" 7' - 0" 2" A ALUM ANOD 20 MIN. CORRIDOR/EXIT EXT 1,9,16,20,21,23,25,26006 A MTL PT 3' - 0" 7' - 0" 2" A MTL PT 6/A9.9 5/A9.9 14/A9.9 1 HR METER ROOM INT 1,16,20,21,28,30007 A MTL PT 3' - 0" 7' - 0" 2" A MTL PT 6/A9.9 5/A9.9 14/A9.9 1 HR TENANT STORAGE INT008 A MTL PT 3' - 0" 7' - 0" 2" A MTL PT 6/A9.9 5/A9.9 14/A9.9 1 HR METER ROOM INT 1,16,20,21,28,30009 A MTL PT 3' - 0" 7' - 0" 2" A MTL PT 6/A9.9 5/A9.9 14/A9.9 20 MIN. TRANSFORMER VESTIBULE INT 1,16,20,21,30010 A MTL PT 3' - 0" 7' - 0" 2" A MTL PT 10/A9.9 9/A9.9 14/A9.9 90 MIN. STAIR B EXT 1,9,16,21,25,26,28011 A MTL PT 3' - 0" 7' - 0" 2" A MTL PT 14/A9.9 3 HR TRANSFORMER VAULT INT 1,16,20,21,30012 A MTL PT 6' - 0" 8' - 0" 2" A MTL PT 8/A9.9 7/A9.9 3 HR TRANSFORMER ACCESS INT 1, 15,16,20,21,30

LEVEL 1100 D ALUM/GLASS ANOD/FAC 6' - 0" 7' - 0" 2" B ALUM ANOD - - MAIN ENTRY EXT 1,9,16,20,23,25,26101 D ALUM/GLASS ANOD/FAC 3' - 0" 7' - 0" 3/4" A ALUM ANOD - - ENTRY VESTIBULE INT102 D ALUM/GLASS ANOD/FAC 3' - 0" 7' - 0" 2" A ALUM ANOD - - LOBBY COURTYARD EXT 1,9,16,20,23,25,26103 A HCW FAC 3' - 0" 7' - 0" 2" A MTL PT 2/A9.9 1/A9.9 - - PUBLIC RESTROOM INT 1,2,9,14,21104 D ALUM/GLASS ANOD/FAC 3' - 0" 7' - 0" 2" A ALUM ANOD 12/A9.9 11/A9.9 90 MIN. STAIR A EXT 1,9,16,21,25,26,28105 D ALUM/GLASS ANOD/FAC 3' - 0 1/4" 7' - 0" 2" A ALUM ANOD 20 MIN. LOBBY/CORRIDOR INT 1,9,16,20,21,25,26106 A MTL PT 3' - 0" 7' - 0" 2" A MTL PT 45 MIN. REFUSE/RECYCLING EXT 1,9,16,20,21,28,30107 A MTL PT 3' - 0" 7' - 0" 2" A MTL PT 10/A9.9 9/A9.9 14/A9.9 90 MIN. STAIR B EXT 1,9,16,21,25,26,28108 - - FACTORY PT 4' - 0" 7' - 0" 2" - - FACTO

RYPT - - - - - - - - BIKE ENTRY GATE EXT SEE DETAIL 4/A9.11

LEVEL 2200 A MTL PT 3' - 0" 7' - 0" 2" A MTL PT 12/A9.9 11/A9.9 90 MIN. STAIR A EXT 1,9,16,21,25,26,28201 A MTL PT 3' - 0" 7' - 0" 2" A MTL PT 10/A9.9 9/A9.9 14/A9.9 90 MIN. STAIR B EXT 1,9,16,21,25,26,28


LEVEL 4400 A MTL PT 3' - 0" 7' - 0" 2" A MTL PT 10/A9.9 9/A9.9 90 MIN. STAIR A EXT 1,9,16,21,25,26,28401 A MTL PT 3' - 0" 7' - 0" 2" A MTL PT 10/A9.9 9/A9.9 14/A9.9 90 MIN. STAIR B EXT 1,9,16,21,25,26,28402 A MTL PT 3' - 0" 6' - 8" 2" A MTL PT 6/A9.9 5/A9.9 14/A9.9 20 MIN. TELECOM CLOSET INT 1,16,20,21,30



LEVEL 7700 A MTL PT 3' - 0" 7' - 0" 2" A MTL PT 10/A9.9 9/A9.9 90 MIN. STAIR A EXT 1,9,16,21,25,26,28701 A MTL PT 3' - 0" 7' - 0" 2" A MTL PT 10/A9.9 9/A9.9 14/A9.9 90 MIN. STAIR B EXT 1,9,16,21,25,26,28702 A MTL PT 3' - 0" 6' - 8" 2" A MTL PT 6/A9.9 5/A9.9 14/A9.9 - - TELECOM CLOSET INT 1,16,20,21,30

ROOF DECK800 E ALUM/GLASS ANOD/FAC 6' - 0" 7' - 0" 2" B ALUM ANOD - - ELEVATOR LOBBY EXT 1,9,16,21,23,24,25,26801 A MTL PT 3' - 0" 7' - 0" 2" A MTL PT 2/A9.9 1/A9.9 14/A9.9 90 MIN. CONTROL ROOM INT 1,16,20,21,30802 A MTL PT 3' - 0" 7' - 0" 2" A MTL PT - - BOILER ROOM EXT 1,16,20,21,25,26

UNIT DOOR SCHEDULEDOORTAG

DOOR FRAME DETAIL FIRERATING LOCATION INT/EXT NOTESTYPE MODE MATL FINISH WIDTH HEIGHT THICK TYPE MATL FINISH HEAD JAMB THRESHOLD

U1 A SWING SCW PT 3' - 0" 6' - 8" 0' - 2" A MTL PT 6/A9.6 5/A9.6 9/A9.7 20 MIN. UNIT ENTRY INT 1,2,9,16,21,22,23,26,30

U2 A SWING HCW PT 3' - 0" 6' - 8" 0' - 2" A WD PT 2/A9.6 1/A9.6 - - - - BATH INT 1,2,9,14,21U3 A SWING HCW PT 3' - 0" 6' - 8" 0' - 2" A WD PT 2/A9.6 1/A9.6 - - - - CLOSET INT 6U4 C BI-FOLD HCW PT 4' - 0" 6' - 8" 0' - 2" B WD PT 4/A9.6 3/A9.6 - - - - CLOSET INT 4U5 D SWING VINYL/GLASS FAC 3' - 0" 7' - 0" 0' - 2" D VINYL FAC 8/A9.6 7/A9.6 9/A9.7 - - PATIO EXT 1,2,9,21,23,25,26


7' -

2"

3' - 3" 1' - 4"

4' - 7"

SG

SG

5' -

2"2'

- 0"

SG

23' - 10"

SG SG SG SG

SG SG

1' -

7"5'

- 0"

2' -

2"

9' -

2"

SG

3' - 9" 3' - 9" 3' - 9" 3' - 9" 2' - 7" 6' - 3"

5"C

ON

C.

CU

RB

7' -

0"

SG

4' - 3 1/2" 1' - 7"

5' - 10 1/2"

.5'

- 1"

2' -

2"

7' -

3"

CO

NC

CU

RB

7' -

0"2'

- 4"

9' -

4"

2' -

0"5'

- 1"

2' -

3"

3' - 3 1/4" 1' - 7 1/4"

4' - 10 1/2"

SG

SG

SG

7' -

0"2'

- 4"

3' - 3" 1' - 3"

4' - 6"2'

- 0"

5' -

1"2'

- 3"

SG

SG

9' -

4"

WINDOW NOTES

ALL WINDOW ELEVATIONS DRAWN IN THESE SCHEDULES ARE VIEWED FROM THE EXTERIOR.

EMERGENCY EGRESS AND RESCUE WINDOWS ("EGRESS WINDOWS") ARE NOT REQUIRED FOR R-2OCCUPANCIES WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM MEETING THE REQUIREMENTS OF NFPA 13.SBC 1026.1, EXCEPTION 1.

OPENABLE WINDOWS SHALL HAVE OPERABLE INSIDE LATCHING DEVICES PER SBC 419.5.1.8.

SAFETY GLAZING (S.G.) SHALL BE PROVIDED IN HAZARDOUS LOCATIONS, INCLUDING THE FOLLOWING LOCATIONSAS SPECIFIED IN SBC 2406.3. EACH PANE OF SAFETY GLAZING SHALL BE IDENTIFIED WITH A PERMANENT LABEL.

A) GLAZING IN ALL DOORS, AND WITHIN 24" OF EITHER VERTICAL EDGE OF A DOOR.B) GLAZING PANELS LARGER THAN 9 SF WITH SILLS LESS THAN 18" ABOVE THE FINISHED FLOOR AND A

TOP EDGE GREATER THAN 36" ABOVE THE FINISHED FLOOR.C) GLAZING PANELS WITH SILLS LESS THAN 60" ABOVE THE STANDING SURFACE OF A BATH TUB OR

SHOWER.D) GLAZING IN ALL BATH AND SHOWER DOORS AND ENCLOSURES.E) GLAZING IN ALL GUARDS AND RAILINGS.F) GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36" HORIZONTALLY OF A

WALKING SURFACEG) GLAZING WITHIN 60" HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION.

WINDOWS SHALL BE DESIGNED, MANUFACTURED, AND INSTALLED TO WITHSTAND WIND EFFECTS AS DESCRIBEDIN SBC 1609.

WINDOWS ARE SHOWN AT ACTUAL DIMENSION UNLESS NOTED OTHERWISE. CONTRACTOR SHALL PLAN FORROUGH OPENINGS ACCORDINGLY.

THE GLAZING U-FACTOR SHALL BE U=0.29 TO U-0.32 IN THE RESIDENTIAL WOOD-FRAMED (TYPE V) PORTION OFTHE BUILDING. REFER TO ENERGY CODE NOTES, SHEET A0.30, FOR MORE INFORMATION ON THE AVERAGE U-VALUE.

ALL RESIDENTIAL VINYL WINDOWS SHALL BE INSTALLED WITH A FLEXIBLE MEMBRANE FLASHING PER DETAILS ONSHEET A9.01. SEE DETAILS 1/A9.1, 5-6/A9.1 AND 9/A9.1 FOR TYPICAL HEAD, SILL, & JAMB INSTALLATIONS AT METALSIDING & PHENOLIC RESIN PANELS.

ALL WINDOWS AND GLAZED DOORS SHALL BE NFRC CERTIFIED AND LABELED.

ALL WINDOWS ARE FIXED PANE OR HAVE CASEMENT OR AWNING HARDWARE PER SCHEDULE. HARDWARE ANDENVIRONMENTAL CONTROLS SHALL MEET THE REQUIREMENTS OF ICC/ANSI A117.1-2003 SECTION 1004.9 FOR'TYPE B' UNITS AND 1003.9 FOR 'TYPE A' UNITS.

ALL WINDOWS SHALL BE INSTALLED WITH A FLEXIBLE MEMBRANE FLASHING.

DOORS SHOWN ON THIS SCHEDULE BY DOOR MANUFACTURER AND NOT PART OF THE WINDOW.

1)

2)

3)

4)

5)

6)

7)

8)

9)

10)

11)

12)

LOUVER & SCREEN DIMENSIONS ARE FOR ROUGH OPENINGS. CONTRACTOR TO FIELD VERIFYDIMENSION PRIOR TO MANUFACTURING.

CONTRACTOR TO VERIFY LOUVER & SCREEN DIMENSIONS WITH MECHANICAL SUBCONTRACTORPRIOR TO CONSTRUCTION. IF DIMENSIONAL REQUIREMENTS VARY, CONTRACTOR SHALL NOTIFYARCHITECT PRIOR TO PROCEEDING.

1)

2)

GRILLS, SCREENS & LOUVERS NOTES:

A

7.5 SF

RESIDENTIAL VINYL SCHEDULE

B

17.5 SF

D

26 SF

C

12.5 SF

E.1

32.5 SF

I

51 SF

J

63 SF

H

56 SF

4' -

10"

3' -

0"

7' -

10"

2' - 6"

4' -

10"

3' -

0"

7' -

10"

5' - 10"

6' -

10"

3' -

0"3'

- 10

"

4' - 9"

SG 2' -

2"4'

- 10

"

7' -

10"

3' -

0"4'

- 10

"

3' - 0" 5' - 0"

8' - 0"

7' -

10" 4'

- 10

"3'

- 0"

3' - 0" 3' - 6"

6' - 6"

3' -

7"1'

- 11

"2'

- 5"

7' -

11"

3' - 0" 3' - 0"

7' -

10"

3' - 0" 5' - 0"

8' - 0"6' - 0"

L

212.35 SF(MAIN ENTRY)

N

80.12 SF(ENTRY VESTIBULE - SOUTH)

SG SGSG SG SG SG

4' -

10"

2' -

2"

7' -

10"

3' - 0" 3' - 6"

6' - 6"

G

45.5 SF

M

40.34 SF(MAIN ENTRY)

SG SG

RESIDENTIAL STOREFRONT SCHEDULE

SG SG

K

47 SF

7' -

10"

EQ EQ

6' - 0"

SG

U4

3' - 4"

100 101

6' - 0"

3' - 0" 3' - 0"

2' -

2"4'

- 10

"

7' -

10"

F

42 SF

10"

10"

10"

SG SG

R

32.86 SF(BIKE ENTRY)

P

45.89 SF(CORRIDOR/LOBBY)

Q

42 SF(STAIR A ENTRY)

S

51 SF(ELEVATOR

PENTHOUSE)

T

27 SF(ELEVATOR

PENTHOUSE)

O

84.39 SF(ENTRY VESTIBULE - WEST)

006104105

2' -

2"5'

- 0"

7' -

2"

2' - 6" 2"

4' - 6"

3' -

0"3'

- 10

"

6' -

10"

SG

E.2

30.75 SF

SG

U

27 SF(LOBBY)

4' -

6"1'

- 6"

7' - 4"

2' -

0"6'

- 0"

8' -

0"

3' - 0" 5' - 6"

1' -

10 1

/4"

2' -

0"6'

- 0"

8' -

0"

4' - 6"

1' -

10"

2' -

1"5'

- 0"

2' -

1"

9' -

2"

7' -

0"

3' - 3" 3' - 9" 1' - 4 1/2"

SG SG

SG

1' - 4" 3' - 9" 3' - 9"

8' - 10"

9' -

2"

1' -

10"

5' -

2"2'

- 2"

SG SGSG



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A10.4

115205.22.2013

SLMG1152_TRIAD 12TH

WINDOW SCHEDULE

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D 1

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NU

E41

19 &

412

3 12

TH A

VEN

UE

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APIT

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