BENTON COUNTY HEALTH CLINIC · transformer top of paving top of steel ... fire extinguisher cabinet...

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TITLE SHEETA0.0

RETURN AIRRA

TD TRENCH DRAIN

[email protected]: BLAKE BURAL, AIA

M.J. MASONRY JOINT

PANEL JOINTP.J.

HO HOLD OPEN CONTRACTOR INSTALLEDOWNER FURNISHEDOFCI.

FAX 503-581-3655PH. 503-581-4114SALEM, OREGON 97301-3533363 STATE STREET A C + Co ARCHITECTSARCHITECT

SOUTH

SECTIONSECRETARYSOAP DISPENSERSCHEDULE

SOLID CORE

SANITARY

SEAT COVER DISPENSERS.C.S.

S.C.D.

S.D.

SECT.SEC.

SCHED.

SAN

L.L.

L.H.LIQ.LKR.

LB.LAV.LAM.LAB. LABORATORY

LAMINATELAVATORYPOUNDLEFT HANDLIQUIDLOCKER

LEAD-LINED

SERVICE

SHOWER

SINKSIMILARSHEET

SHELF OR SHELVES

SPECIAL

SQUARE

STREET

SPEAKER

STAINLESS STEEL

SPECIFICATION

SAME AT OPPOSITE HANDSANITARY NAPKIN RECEPTACLE SANITARY NAPKIN DISPENSER

STEEL

STATION

STORAGE

STANDARD

SUPERVISIONSTRUCTURAL

TOILETTACKBOARD

TOP OF CURB

SHEET METALSYMMETRICAL

THIN COAT OF VENEER PLASTER

SUSPEND OR SUSPENDED

STORM DRAIN

TERMINAL

THICKTHERMALTONGUE & GROOVETERRAZZO

THRESHOLD

TRANSFORMER

TOP OF PAVINGTOP OF STEEL

TOP OF BEAMTOP OF MASONRYTOP OF CONCRETE

THROUGH

TOILET PAPER DISPENSER

TEMPERED OR TEMPERATURE

TYPICAL

UNFINISHED

TOP OF WALL

TOOLED JOINT

URINALUTILITY

VERTICALVESTIBULE

VINYL COMPOSITE TILE

UNLESS OTHERWISE NOTED

TREATMENT

TELEPHONE

SH.SERV.

SHR.

SK.SIM.

S.N.D.

SHT.

SP.SPEC.

S.O.H.

S.S.SQ.

ST.

SPKR.

S.N.R.

STL.

STA.STD.

STRUC.

SUSP.SUPV.

STOR.

SHT. MTL.

T.B.

T.C.T.C.V.P.

TOIL.

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MIR.MIN.M.H.

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NOT TO SCALENOMINALNUMBERNOT IN CONTRACTNATURALNORTH

MIRROR

METAL LATH & PLASTERMASONRY OPENING

MISCELLANEOUS

MOSAIC TILEMOUNTEDMULLION

MACHINEMATERIALMAXIMUMMECHANICALMEMBRANEMETALMANUFACTURER

MINIMUMMANHOLE

LIGHT WEIGHTLIGHT STANDARD

MASONRYTERR.

TEMP.TERM.

THK.THRES.

THERM.T. & G.

T.O.B.T.O.M.T.O.C.

T.P.

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THRU

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PTN.

PREFAB.

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PT.P.T.

PROJ.

P.L.

PAPER TOWEL DISP. & RECEPT.PARTITION

PAPER TOWEL RECEPTACLE

PAPER TOWEL DISPENSER

PREFABRICATEDPROJECTION, PROJECTPAIRPORTABLEPLYWOODPLATFORMPLASTERPLASTIC

PERFORATEDPIECE

PROPERTY LINE

PAVINGPASSENGERPUBLIC ADDRESS

OVERHEADOPPOSITEOPENINGOFFICE

OUTSIDE FACEOVERFLOW DRAINON CENTER

PRESSURE TREATEDPOINT OR PAINT

PLASTIC LAMINATE

OVER ALLO.A.

TEL.

VOLUME

WITH

WOOD

WEST

WATER CLOSET

VENEER PLASTER

WITHOUT

WEIGHTWAINSCOTWEATHERSTRIPPING

WHERE OCCURSWATER HEATERWINDOW

WATERPROOF/WEATHERPROOF

V.P.VOL.

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WD.W.C.

W.

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W.S.

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RAIN WATER LEADERREDWOODROUGH OPENINGROOM

ROUND HEAD MACHINE SCREWREVISE OR REQUIREDRESILIENTREQUIREDREINFORCEDREFRIGERATORREFERENCEROOF DRAIN

RADIUS

QUARRY TILE

ROUND HEAD WOOD SCREW

PUBLICPUB.

VERTICAL GRAINV.G.

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CENTER LINEAT

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F.B.F.D.

F.A.

FDN.

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F.E.

F.F.

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F.H.M.S.F.H.C.

F.E.C.

FHWS

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FLASH.

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ADJ.

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ADD.

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BRKT.BSMT.

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BOTTOMBY PREVIOUS CONTRACTBRACKETBASEMENT

ADJUSTABLE OR ADJACENT

APPROXIMATE

AUTOMATICASSISTANTASPHALTASBESTOSARCHITECTURAL OR ARCHITECT

ARMOR PLATEALUMINUMAGGREGATEACCESS DOOR

ADDITIONAREA DRAINACOUSTICALANCHOR BOLT

FPF.S.

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GALV.

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CONTROL JOINT

COUNTER

COUNTERSUNK

CATCH BASIN

CORRIDORCONTINUOUS CONSTRUCTIONCONNECTIONCONDITIONCONCRETE

CONCRETE MASONRY UNIT

CHALK BOARDCORNER GUARDCAST IRONCERAMIC

CENTER TO CENTER

F.O.S.

HR.

I.D.

INSUL.INFO.

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DRAWERDOWNSPOUTDRY STAND PIPEDRAPERY TRACK

DOOR OPENING DIMENSION

DOUGLAS FIRD. FIR

JOINT

KNOCK OUTKICK PLATE

KITCHEN

HARDWARE

JANITOR

INSIDE DIAMETER

INVERTINTERIORINSULATIONINFORMATION

HOSE BIBB

HOUR

HOLLOW COREHEAD

HARDWOODHOLLOW METAL HANDRAILHEIGHTHORIZONTAL

FACE OF FINISH

GLASS OR (GLAZED)

GENERAL CONTRACTOR

FACE OF GYP. BASE

GAUGE

GLUEGRADE

GLU-LAM BEAM

GALVANIZED IRONGENERAL

GRAB BAR

GYPSUMGROUND

GALVANIZED

FUTURE

FACE OF STUDFACE OF WALLFIREPROOFFLOOR SINK

FURRINGFOOTING

FIRE EXTINGUISHER CABINET

FIRE HOSE CABINETFLAT HEAD MACHINE SCREW

FACE OF CONCRETE

ELECTRIC WATER COOLER

FACE OF BRICK

FINISH FACE

FINISHFLOOR

FLASHINGFLAMMABLE

FLAT BARFLOOR DRAIN

FIRE ALARM

FIRE EXTINGUISHERFOUNDATION

EXTERIOREXPOSEDEXISTING

ELECTRICAL PANEL

EACH

EQUAL

ENTRANCEENCLOSUREEMERGENCYELEVATORELECTRICALELEVATIONEXPANSION JOINT

EDGE GUARD

EQUIPMENT

EAST

FLAT HEAD WOOD SCREW

EXT. INSULATED FINISH SYSTEM

FLUORESCENT

FOOT OR FEET

GYPSUM WALL BOARD

HANDICAP

STRUCTURAL

BENTON COUNTYHEALTH CLINIC

530 NW 27TH STREETCORVALLIS, OREGON

[email protected]: CAM SWEARENGINFAX 503-399-8259PH. 503-399-1399SALEM, OREGON 973021045 13TH ST SE MSC ENGINEERS

[email protected]: JOSH WELLSPH. 503-585-2474SALEM, OREGON 973023841 FAIRVIEW INDUSTRIAL DR SE #100WESTICH ENGINEERINGCIVIL

PH. 541-686-8478EUGENE, OREGON 97401740 ALMADEN STREETCONSTRUCTION FOCUS, INCCOST ESTIMATOR

ATTN: STEVE GUNN

PH. 541-735-6227EUGENE, OREGON 9740144 WEST BROADWAY #430PAE ENGINEERSELECTRICAL

ATTN: ROBERT MILLS

CORVALLIS, OREGON 97330


SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017

In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.

530 NW 27TH STREET

AC+Co ARCHITECTURE | COMMUNITY

CONSTRUCTION DOCUMENTS

NOT FOR CONSTRUCTIONMONTH DAY, YEAR

PH. 541-686-8478EUGENE, OREGON 97401940 WILLAMETTE ST #310BHE GROUP

ATTN: TIM ELY

MECHANICAL/PLUMBING/FIREPROTECTION

PHASING PLANA0.3

BASEMENT FLOOR PARTIAL PLAN - DEMOLITION (SOUTH)AD2.0.1

FIRST FLOOR PARTIAL PLAN - DEMOLITION (SOUTH)AD2.1.1

SECOND FLOOR PARTIAL PLAN - DEMOLITION (SOUTH)AD2.2.1

MECHANICAL / ATTIC FLOOR PLAN - DEMOLITIONAD2.3ROOF PLAN - DEMOLITIONAD2.4

CODE COMPLIANCEA0.1CODE COMPLIANCE - PLANSA0.2

BASEMENT FLOOR PARTIAL PLAN - REMODEL (SOUTH)A2.0.1

FIRST FLOOR PARTIAL PLAN - REMODEL (SOUTH)A2.1.1

SECOND FLOOR PARTIAL PLAN - REMODEL (SOUTH)A2.2.1

MECHANICAL / ATTIC FLOOR PLAN - REMODELA2.3ROOF PLAN - REMODELA2.4

OVERALL EXTERIOR ELEVATIONS - DEMOLITIONAD3.0

OVERALL EXTERIOR ELEVATIONS - REMODELA3.0

BASEMENT REFLECTED CEILING PLAN - DEMOLITIONAD6.0FIRST REFLECTED CEILING PARTIAL PLAN - DEMOLITION (SOUTH)AD6.1.1

SECOND REFLECTED CEILING PARTIAL PLAN - DEMOLITION (SOUTH)AD6.2.1

MECHANICAL / ATTIC REFLECTED CEILING PLAN - DEMOLITIONAD6.3

BASEMENT REFLECTED CEILING PLAN - REMODELA6.0FIRST REFLECTED CEILING PARTIAL PLAN - REMODEL (SOUTH)A6.1.1

SECOND REFLECTED CEILING PARTIAL PLAN - REMODEL (SOUTH)A6.2.1

MECHANICAL / ATTIC REFLECTED CEILING PLAN - REMODELA6.3

STAIR PLANS, SECTION, ELEVATION AND DETAILSA7.0

OVERALL EXTERIOR ELEVATIONS - DEMOLITIONAD3.1

OVERALL EXTERIOR ELEVATIONS - REMODELA3.1

HVAC SYMBOLS AND SCHEDULESM0.0HVAC SCEHDULESM0.1

BASEMENT FLOOR PLAN - HVAC DEMOLITIONMD2.0FIRST FLOOR PLAN - HVAC DEMOLITIONMD2.1SECOND FLOOR PLAN - HVAC DEMOLITIONMD2.2MECHANICAL PENTHOUSE FLOOR PLAN - HVAC DEMOLITIONMD2.3ROOF PLAN - HVAC DEMOLITIONMD2.4

BASEMENT FLOOR PLAN - HVAC NEW CONSTRUCTIONM2.0FIRST FLOOR PLAN - HVAC NEW CONSTRUCTIONM2.1SECOND FLOOR PLAN - HVAC NEW CONSTRUCTIONM2.2MECHANICAL PENTHOUSE FLOOR PLAN - HVAC NEW CONSTRUCTIONM2.3ROOF PLAN - HVAC NEW CONSTRUCTIONM2.4

ELECTRICAL SYMBOLS, LEGENDS AND ABBRV.E0.1

BASEMENT FLOOR PLAN - PLUMBING DEMOLITIONPD2.0FIRST FLOOR PLAN - PLUMBING DEMOLITIONPD2.1SECOND FLOOR PLAN - PLUMBING DEMOLITIONPD2.2MECHANICAL PENTHOUSE FLOOR PLAN - PLUMBING DEMOLITIONPD2.3ROOF PLAN - PLUMBING DEMOLITIONPD2.4

BASEMENT FLOOR PLAN - PLUMBING NEW CONSTRUCTIONP2.0FIRST FLOOR PLAN - PLUMBING NEW CONSTRUCTIONP2.1SECOND FLOOR PLAN - PLUMBING NEW CONSTRUCTIONP2.2MECHANICAL PENTHOUSE FLOOR PLAN - PLUMBING NEW CONST.P2.3

OWNER /

FAX 541-766-6891PH. 541-766-6821CORVALLIS, OR 97333360 SW AVERY AVENUEBENTON CO PUBLIC WORKS

[email protected]: CHRIS BIELENBERG, FACILITIES AND UTILITIES MGR.

EXISTING FOUNDATION PLANS0.1EXISTING FIRST FRAMING PLANS0.2EXISTING FIRST FLOOR CEILING FRAMING PLANS0.3EXISTING FIRST FLOOR ROOF/SECOND FLOOR FRAMING PLANS0.4

FOUNDATION/MAIN FLOOR FRAMING PLANS1.0

FIRST FLOOR ROOF/SECOND FLOOR FRAMING UPGRADE PLANS2.0MACHINE FLOOR/ROOF FRAMING UPGRADE PLANS2.1

MACHINE ROOF FRAMING PLANS2.2

SITE PLAN - DEMOLITIONED1.0

BASEMENT FLOOR PARTIAL PLAN - DEMOLITION (NORTH)AD2.0.2

FIRST FLOOR PARTIAL PLAN - DEMOLITION (NORTH)AD2.1.2

SECOND FLOOR PARTIAL PLAN - DEMOLITION (NORTH)AD2.2.2

A2.0.2

FIRST FLOOR PARTIAL PLAN - REMODEL (NORTH)A2.1.2

SECOND FLOOR PARTIAL PLAN - REMODEL (NORTH)A2.2.2

BASEMENT FLOOR PARTIAL PLAN - REMODEL (NORTH)

FIRST REFLECTED CEILING PARTIAL PLAN - DEMOLITION (NORTH)

SECOND REFLECTED CEILING PARTIAL PLAN - DEMOLITION (NORTH)

AD6.1.2

AD6.2.2

FIRST REFLECTED CEILING PARTIAL PLAN - REMODEL (NORTH)A6.1.2

SECOND REFLECTED CEILING PARTIAL PLAN - REMODEL (NORTH)A6.2.2

BUILDING SECTIONSA3.2WALL SECTIONSA3.3WALL SECTIONSA3.4

ENLARGED RESTROOM PLANS AND ELEVATIONS-BASEMENTA4.0

INTERIOR ELEVATIONSA5.0

DOOR , FRAME AND WINDOW TYPESA8.0DETAILSA8.1

WALL SECTIONSA3.5WALL SECTIONSA3.6

PARTIAL PLAN ADD ALTERNATE NO. 1 - DEMOLITIONAD2.5

PARTIAL RCP ADD ALTERNATE NO. 1 AND 2 - DEMOLITIONAD6.4

PARTIAL PLAN ADD ALTERNATE NO. 1 - REMODELA2.5

PARTIAL RCP ADD ALTERNATE NO. 1 AND 2 - REMODELA6.4

ENLARGED RESTROOM PLANS AND ELEVATIONS-FIRST FLOORA4.1ENLARGED RESTROOM PLANS AND ELEVATIONS-FIRST FLOORA4.2ENLARGED RESTROOM PLANS AND ELEVATIONS-SECOND FLOORA4.3ENLARGED RESTROOM PLANS AND ELEVATIONS AND DETAILSA4.4

PLUMBING SYMBOLS, SCHEDULES & DETAILSP0.0

BASEMENT UNDERGROUND PLAN - PLUMBING NEW CONSTRUCTIONP1.0

ROOF PLAN - PLUMBING NEW CONSTRUCTIONP2.4

FIRE PROTECTION DEMOLITIONFD2.0FIRE PROTECTION NEW CONSTRUCTIONF2.0

EXISTING SECOND FLOOR CEILING PLANS0.5EXISTING MACHINE FLOOR/ROOF FRAMING PLANS0.6

EXISTING MACHINE ROOF FRAMING PLANS0.7

DETAILSS8.1

STAIR SECTION AND DEAILSS9.1

SURVEYA1.0

ENLARGED PARTIAL SITE PLANSA1.2

SITE PLAN - DEMOLITIONAD1.1

SITE PLAN - REMODELA1.1

SITE DETAILSA1.3

DETAILSA6.5

DETAILSA8.2

OWNER'S REP.

LANDSCAPE

PH. 503-232-0520PORTLAN, OREGON 972141204 SE WATER AVSHAPIRO DIDWAY

[email protected]: AARON WEST

WALL SECTIONSA3.7

SITE PLANE1.0

BASEMENT PLAN - DEMOLITIONED2.0FIRST FLOOR PLAN - DEMOLITIONED2.1SECOND FLOOR PLAN - DEMOLITIONED2.2

PENTHOUSE PLAN - DEMOLITIONED2.3

BASEMENT - LIGHTING PLANE2.0FIRST FLOOR - LIGHTING PLANE2.1SECOND FLOOR - LIGHTING PLANE2.2

PENTHOUSE - LIGHTING PLANE2.3

BASEMENT - POWER PLANE3.0FIRST FLOOR - POWER PLANE3.1SECOND FLOOR - POWER PLANE3.2

PENTHOUSE - POWER PLANE3.3

BASEMENT - LOW VOLTAGE PLANE4.0FIRST FLOOR - LOW VOLTAGE PLANE4.1SECOND FLOOR - LOW VOLTAGE PLANE4.2

PENTHOUSE - LOW VOLTAGE PLANE4.3

BASEMENT - FIRE ALARM PLANE5.0FIRST FLOOR - FIRE ALARM PLANE5.1SECOND FLOOR - FIRE ALARM PLANE5.2

PENTHOUSE - FIRE ALARM PLANE5.3

ELECTRICAL ONE-LINE DIAGRAME6.0FIRE ALARM RISER DIAGRAME6.1

E8.1E8.2

GENERAL NOTES AND PLANL101

DETAILSL201PLANTING NOTES AND DETAILSL202

IRRIGATION PLANL301

IRRIGATION DETAILSL401

ED2.2A

E2.2A

E3.2A

E4.2A

E5.2A

ELECTRICAL SCHEDULESE9.1ELECTRICAL SCHEDULESE9.2

ADD ALTERNATE FLOOR PLAN - DEMOLITION

ADD ALTERNATE - LIGHTING PLAN

ADD ALTERNATE - POWER PLAN

ADD ALTERNATE - LOW VOLTAGE PLAN

ADD ALTERNATE - FIRE ALARM PLAN

PANEL SCHEDULESPANEL SCHEDULES

PRE DEVELOPMENT EROSION CONTROL & DEMOLITION PLANC1.0

OVERALL GRADING AND DRAINAGE PLANC2.0

WATER SERVICE REPLACEMENT PLANC3.0

OVERALL SURFACING PLANC4.0

PUBLIC ADA RAMP IMPROVEMENTSC6.0

PARTIAL PLAN ADD ALTERNATE NO. 1 - HVAC DEMOLITIONMD2.5

PARTIAL PLAN ADD ALTERNATE NO. 1 - HVAC NEW CONSTR.M2.5

PARTIAL PLAN ADD ALTERNATE NO. 1 - PLUMBING NEW CONST.P2.5


DETAILSA8.3DETAILSA8.4

ROOD PLAN - POWER PLANE3.4


HVAC SCEHDULESM0.2HVAC DETAILSM0.3

PLUMBING DETAILSP0.1

BASEMENT ENLARGED FLOOR PLAN - PLUMBING NEW CONSTRUCTIONP3.0

S0.6A EXISTING MACHINE FLOOR/ROOF FRAMING PLAN

MACHINE FLOOR/ROOF FRAMING UPGRADE PLANS2.1A

EXISTING TRUSSESS8.2DETAILSS8.2

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AERIAL VIEW

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ARCHITECTURAL

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SHEET INDEX

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ABBREVIATIONS

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DESIGN TEAM

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PROJECT SITE

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ELECTRICAL

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MECHANICAL

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PLUMBING

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BENTON CO HEALTH

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STRUCTURAL

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CIVIL

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FIRE SPRINKLER

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ARCHITECTURERCHITECTURECHITECTUREHITECTUREITECTURETECTUREECTURECTURETUREUREREE

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COMMUNITYOMMUNITYMMUNITYMUNITYUNITYNITYITYTYY

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363 State Street Salem, OR 97301-3533 P: 503.581.4114 www.accoac.com

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LANDSCAPE

A0.1

LISTED ZONE:

ZONING CODE REVIEW

ADJACENT ZONES: RS-20



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




STATE OF OREGON 2014 STRUCTURAL SPECIALTY CODE, AMENDMENTS BASED ON 2012 IBCPROJECT ARCHITECT:PROJECT NUMBER: 2016.0030.000

BLAKE BURAL, AIA

PROJECT DESCRIPTION: THIS PROJECT COMPRISES THE RENOVATION OF A MAJORITY OFTHE BUILDING. WORK INCLUDES INTERIOR ROOM LAYOUT, AND AREFURBISHMENT OF THE ALL MACHANICAL, ELECTRICAL,PLUMBING AND FIRE PROTECTION SYSTEMS. EXTERIOR WORKINCLUDES FACADE UPGRADES, SITE LANDSCAPING AND MINORSIDEWALK AND ACCESS IMPROVEMENTS.

SITE LOCATION: 530 NW 27TH STREET, CORVALLIS, OREGON

OFF STREET PARKING

PARKING:

USE AND OCCUPANCY CLASSIFICATION (CHAPTER 3)CLINIC, OUT PATIENT GROUP B SECT. 304.1

SPECIAL DETAILED REQUIREMENTS (CHAPTER 4)NO REQUIREMENTS

GENERAL BUILDING HEIGHTS AND AREAS (CHAPTER 5)CONSTRUCTION TYPE VB, SPRINKLED

ALLOWABLE AREA / STORIES: 9000 SF / 2 STORIES

EXISTING AREA/STORIES: 4,780

FRONTAGE INCREASE: NONE REQUIRED SECT. 506.2ALLOWABLE BUILDING AREA INCREASE: 200% = 9,000 + 18,000 = 27,000 SF / FLROCCUPANCY SEPARATIONS: NONE TABLE 508.4

TYPES OF CONSTRUCTION (CHAPTER 6)CONSTRUCTION TYPE VB, SPRINKLED SECT. 602.5BUILDING ELEMENTS: TABLE 601

STRUCTURAL FRAME: NON-RATEDEXTERIOR BEARING WALL: NON-RATEDINTERIOR BEARING WALL: NON-RATEDEXTERIOR NON-BEARING WALL:

X < 5'-0"TABLE 602

1-HR5'-0" < X < 10'-0" 1-HR10'-0" < X < 30'-0" NON-RATEDX > 30'-0" NON-RATED (NORTH, EAST, SOUTH AND WEST)

FLOOR: NON-RATED

INTERIOR NON-BEARING WALL: NON-RATED

ROOF, INCLUDING BEAMS: NON-RATEDTABLE 601, ex. d

FIRE AND SMOKE PROTECTIN (CHAPTER 7)EXTERIOR PROJECTION:

3 FT TO 30 FT:

TABLE 705.2

24 INCHES 8 INCHES PER FOOT > 3 FT = 80 INCHESOVER 30 FT SEPARATION: 20 FT (NORTH, EAST, SOUTH AND WEST)

WALL OPENINGS: TABLE 705.8+ 30 FT SEPARATION UNPROTECTED, NON-SPRINKLED - NO LIMIT

(NORTH, EAST, SOUTH AND WEST FACE)

PARAPETS: NOT REQUIRED SECT. 705.11, EX 1

SHAFT ENCLOSURES (ELEVATOR AND VERT. SHAFTS):FIRE RATING: 1-HR FIRE BARRIER (LESS THAN 4 STORIES) SECT. 713.4

SECT. 713

OPENINGS: SHALL BE SELF CLOSING, BY SMOKE DETECTION SECT. 713.7ELEVATOR LOBBY: NOT REQUIRED, SPRINKLERED BUILDING SECT. 713.14.1 ex 4

OPENING PROTECTION:1-HR FIRE BARRIER DOOR 60 MIN RATING REQUIRED (ELEVATOR)

INTERIOR FINISHES (CHAPTER 8)OCCUPANCY GROUP B,SPRINKLED TABLE 803.9

VERTICAL EXITS: CLASS BEXIT CORRIDORS: CLASS CROOMS: CLASS C

FIRE PROTECTION (CHAPTER 9)FIRE SPRINKLERS:

GROUP B: NOT REQUIRED BUT PROVIDED

PORTABLE FIRE EXTINGUISHERS: SECT. 906.1REQUIRED, PER FIRE CODE2A: IOBC MIN. REQUIRED

FIRE ALARM:SECT. 907.2.2REQUIRED, OCC. LOAD > 100B OCC.:

MEANS OF EGRESS (CHAPTER 10)OCCUPANT LOAD: (BASE BID) PER PLANS

EGRESS WIDTH: SECT. 1005.3

289 OCC X 0.3 = 86.4"STAIRS: (BASE BID)

104 OCC. X 0.2 = 20.8

DOORS:

EXIT ACCESS STAIRWAY: SECT. 1009.3, EX. 1REQUIRED TO BE ENCLOSED, WHERE CONNECTING MORETHAN 2 STORIES

EXIT ILLUMINATION: SECT. 1006.1REQUIRED, REFER TO ELECTRICAL DRAWINGS

PANIC HARDWARE: SECT. 1008.1.10REQUIRED IF OVER 50 OCCUPANTSB OCCUPANCIES WITH ONE EXIT: SECT. 1015.149 OCCUPANTS OR LESS

NUMBER OF EXITS REQUIRED: SECT. 1015.12 FROM EACH FLOOR

CORRIDOR: TABLE. 1018.10-HR RATED, SPRINKLED B OCCUPANCY

CORRIDOR WIDTH: TABLE. 1018.244 INCHES MIN. (NO GURNEY TRAFFIC)EXIT ACCESS TO PUBLIC WAY SECT. 1027.5REQUIREDEXIT ACCESS DISTANCE:

GROUP B, SPRINKLED: SECT. 1028.7300 FTCOMMON PATH OF EGRESS TRAVEL:

GROUP B, SPRINKLED SECT. 1028.8100 FT

PLUMBING SYSTEMS (CHAPTER 29)

TOTAL PROVIDED:

TOTAL REQUIRED:

OCCUPANCY LOAD:

58

0 0

58

00 0

0

WC LAV URMEN

WC LAVWOMEN

00

1818

WC LAV UNISEX

B OCC.: (BASE BID)

TABLE 29-A

EXISTING:PROVIDED:

6555

SPACESSPACES

BASEMENT14,585 FIRST FLOOR12,285 SECOND FLOOR1,840 MECH/ATTIC PENTHOUSE

33,490 OVERALL EXISTING

INCIDENTAL USES NONE SECT. 509

2 FT TO 3 FT: 24 INCHES 0 FT TO 2 FT: NOT PERMITTED

VERTICAL SEPARATION OF WINDOWS NOT REQUIRED, SPRINKLED

TABLE 716.5

NFPA 13 SPRINKLER SYSTEM

ELEVATORAREA OF REFUGE SECT. 1007.4 ex 2NOT REQUIRED, SPRINKLED BLDG.

REQUIRED:332" AT (6) STAIRSPROVIDED:

REQUIRED:PROVIDED:

BASEMENT FLOOR:

94" AT (2) DOORS

125 OCC. X 0.2 = 25"REQUIRED:PROVIDED:

FIRST FLOOR:

252" AT (5) DOORS

178 OCC. X 0.2 = 35.6"REQUIRED:PROVIDED:

SECOND FLOOR: (BASE BID)

187" AT (4) DOORS


MECH/ATTIC FLOOR:

108 AT (2) DOORS

ONSITE8 COMPACT47 STANDARD

3.1 1.3 - 3.1 1.3 - - 52 OCC.=/2=104 OCC.

COMPLIES SECT 506.3

EXISTING BUILDING HAS SYSTEM

104 OCC.BASEMENT125 OCC.FIRST FLOOR178 OCC.SECOND FLOOR 6 OCC.MECHANICAL PENTHOUSE

413 TOTAL OCCUPANTS

0

3

D.F.

-

OREGON ENERGY CODEBUILDING ENVELOPE REQUIREMENTS:

REQUIRED: R-20ROOFS (INSULATION ABOVE DECK)

EXISTING: R-5PROPOSED: EXISTING TO REMAIN, PATCH AND REPAIR OF ROOF ONLY

REQUIRED: R-21WALLS (WOOD FRAMED)

EXISTING: R-21PROPOSED: NO CHANGE

REQUIRED: R-7.5ciWALLS (BELOW GRADE)

EXISTING: NONEPROPOSED: EXISTING TO REMAIN

REQUIRED: NOT REQUIREDSLAB ON GRADE (UN-HEATED)

EXISTING: NONEPROPOSED: NO CHANGE

REQUIRED: U 0.70 MINOPAQUE DOORS (SWINGING)

EXISTING: UNKNOWNPROPOSED: U 0.70 ( NEW INSULATED DOORS)

REQUIRED: U 0.45 MINWINDOWS

EXISTING: UNKNOWNPROPOSED: U 0.45 ( NEW DBL PANE INSULATED WINDOWS)

VESTIBULE REQUIRED AND 2 PROVIDED SECT 502.4.6

PD (RS-20) HIGH DENSITY RESIDENTIAL WITH APLANNED DEVELOPMENT OVERLAY

DOOR SWING: SECT. 1008.1.2IN DIRECTION OF TRAVEL UNLESS < 50 OCCUPANTS

NEW AREA / STORIES: 4,780 BASEMENT14,555 FIRST FLOOR12,210 SECOND FLOOR1,800 MECH/ATTIC PENTHOUSE

33,345 OVERALL NEW

OCCUPANT LOAD: (ADD ALT NO. 1*) PER PLANS104 OCC.BASEMENT125 OCC.FIRST FLOOR179 OCC.SECOND FLOOR 6 OCC.MECHANICAL PENTHOUSE

414 TOTAL OCCUPANTS (*MOST RESTRICTIVE OCC.)

289 OCC X 0.3 = 86.7"STAIRS: (ADD ALT. NO.1*)

REQUIRED:332" AT (6) STAIRSPROVIDED:


SECOND FLOOR: (ADD ALT NO. 1*)

187" AT (4) DOORS

CONVERGING STAIRS: (BASE BID)REQUIRED:PROVIDED:

CONVERGING STAIRS: (ADD ALT. NO.1*)REQUIRED:PROVIDED:

BASEMENT:2.3 1.6 - 2.3 1.6 - -62.5 OCC.=/2=125 OCC. -FIRST FLOOR:2.6 2.1 - 2.6 2.1 - - 89 OCC.=/2=178 OCC.* -SECOND FLOOR:ACCESSORY USE ONLYMECHANICAL/PENTHOUSE

TOTAL PROVIDED:

TOTAL REQUIRED: 58.2

0 0

58.2

00 0

0 00

1818

B OCC.: (ADD ALT. NO. 1*)3.1 1.3 - 3.1 1.3 - - 52 OCC.=/2=104 OCC.

0

3

-BASEMENT:2.3 1.6 - 2.3 1.6 - -62.5 OCC.=/2=125 OCC. -FIRST FLOOR:2.8 2.1 - 2.8 2.1 - -89.5 OCC.=/2=179 OCC.* -SECOND FLOOR:ACCESSORY USE ONLYMECHANICAL/PENTHOUSE

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E11001000

10

OCCUPANCY CLASSIFICATION

OCCUPANTS

SQUARE FOOTAGE OF AREA

OCCUPANT LOAD FACTOR

AREA OF 1 HOUR FIRE BARRIER,DOORS TO BE DRAFT ANDSMOKE RATED

4,780 GSF 14,555 GSF

12,210 GSF 1,810 GSF

EXIT

EXIT

EXITEXIT

EXIT

EXIT

EXIT

EXIT

DN

DN

DN

DN

DN

UP

UP

DN

STAIR NO. 4

STAIR NO. 3

ELEVATOR:1:HR FIREBARRIER ATELEVATOR

STAIR NO. 3


STAIR NO. 2

STAIR NO. 1

STAIR NO. 4

STAIR NO. 2


STAIR NO. 4

STAIR NO. 1

EXIT

STAIR NO. 4

EXIT

EXIT

EXIT

0-HOUR RATED CORRIDOR,B OCC.,SPRINKLED PER OSSCTABLE 1018.1

VESTIBULE

VESTIBULE

SCALE:0BASEMENT FLOOR CODE REVIEW

1/16"=1'-0" SCALE:1FIRST FLOOR CODE REVIEW

1/1/6"=1'-0"

SCALE:2SECOND FLOOR CODE REVIEW - BASE BID

1/16"=1'-0" SCALE:3MECHANICAL/ATTIC FLOOR CODE REVEIW

1/16"=1'-0"

ADDALTERNATENO. 1

2-1A0.2

ADDALTERNATENO. 2

2-2A0.2

RR/SHWR

EXST RR EXST RR

B15

59040

B1543029

CONFERENCE

CONFERENCEB1530020

BREAKB

1003354

WORK

B2001051

FIRESPRINKLER

B300551

B300401

B300130

1

IT

STOR ELEVMECH

B300155

1

MECH

B300220

1

MECH

B300145

1

STORB

300210

1

STOR

B100135

2

OFFICE

B3001251

STOR

RR

RR

RR

RR

RR

RR RR

EXST RR

RR

EXIT

EXIT

EXIT

EXIT

B300

16756

MECH.MEZZANINE

B15-

31

B1519513

COFFEE.

B15-

23

JAN

STOR

STOR

JAN

B1524016

CONFERENCE

B100

-14

EXAM OFFICE LAB

PHLEB

OFFICE

EXAM EXAM EXAM

B100

-14

OFFICE

PROVIDER

EXAM EXAM

CLINICAL

CLINICAL

B100901

LACT

B1001052

B1001152

RECPT

EXAM

B100

-12

NURSES CLERICAL PHARMACY

PHARMACY

PHARMACY

B1519513

WAITINGB

100335

4

ELIGIBILITY

B15453

WAITING

B15705

WAITING

B100

-5

EXAM EXAM EXAM EXAM

B100

-13

EXAM EXAM PROCEDURE CLINICAL DIRTY

STAFF

PROVIDER

B100

-13

EXAM EXAM

OFFICEOFFICE

AOD

B100

-13

EXAM EXAM EXAM EXAM OFFICE AODCLINICAL

B100

-16

EXAM

EXAM EXAM

IMMUN. TRIAGE

NURSE

STAFF

RECEPTION

SUPPLY

COMMON PATH = 79'-11"SINGLE EXIT



B100

-13

MEETING

MEETING

TASOFFICEOFFICE

OFFICE

OFFICE

STAFF

5CA

CLINICAL

EXST RR EXST RR

RR

RR

RR

RR

B100

-11

B100250

3

TEAM OFFICE

OFFICE PROCEDURE CLINICAL

OFFICE

OFFICE

RECEPTIONSTORAGE

WAITING

WAITING

B100

-5

RECPT

PEERSHOUSING

B100

-3

CLINICAL

OFFICE

OFFICE

B15

1208

B100

-3

OFFICE OFFICE

B100

-17

EXITROOF BELOW

ROOF BELOW

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE

STOR.

B100

-7

CLINICAL

OFFICE OFFICE OFFICE

WORKROOM.

B1001202

B100

-12

OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE

OFFICEOFFICEOFFICEOFFICE

B100

-11

48 L

F

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PHASING PLAN

SCALE:0BASEMENT PLAN

1/32"=1'-0"

SCALE:1FIRST FLOOR PLAN

1/32"=1'-0"

SCALE:2SECOND FLOOR PLAN

1/32"=1'-0"

ROOF BELOW

ROOFBELOW

SCALE:4ROOF PLAN

1/32"=1'-0"

SCALE:3MECHANICAL FLOOR PLAN

1/32"=1'-0"

NOTE:1. RELOCATE PHARMACY TO

AREA NOTED IN HATCH.REFER TO 5/A0.3 FOR LAYOUT.CONTRACTOR TO PROVIDEDOOR WITH SECURITY ALARMTO MATCH EXISTING. ALLFURNISHINGS ARE OFCI.

LEGEND:

EXISTING WALL TO BEREMOVED,FOR REFERENCE

A1

A1A2 B

C1

A1

B

C1

A1

B

A1

B

C2

PHASE BOUNDARY

C2

A2C1

SCALE:5TEMPORARY PHARMACY

1/32"=1'-0"

1

FUTURE WALLS SHOWNFOR REFERENCE

EXISTINGPHARMACY

EXISTINGPHARMACY

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X

X X X X

X

N0°37'32"E 295.08'

S89

°05'

27"E

153

.08'

S0°05'01"W 293.09'

N89

°49'

51"W

155

.86'

X

P P

P

P P P

TR VLTTR VLT

VLT

WIV

IV

IV

G

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SS

SS SS SS SS

SD

SD

SDSD

SDSD

SDSD

SDSD

WW

WW

WW

WW

WW

W W W W W W W W W W W W W W W W W W W W W W

WW

WW

WW

SD

SD

SD

SD SD SD

EE

EE

EE

G

G

G

OH

OH

OH

OH OH OH OH OH OH OH OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH

OHOH

OH

OH OH OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

O

OH

OH

OH

OH

OH OH

OH

OH

OH

OH

OH

E E E E E

NW

TY

LER

AV

E

NW 27TH ST

NW

PO

LK A

VE

G

G

G G G G G G G G G G G G

X X X X X X X X X X X X X X X X

X X

SDSD

SD

SD

SCALE:1SITE PLAN - DEMOLITION

1"=20'-0"

REFERENCE NOTES:GENERAL NOTES

DIMENSIONS ARE TO FACE OF STUDS, FACE OF MASONRY AND FACE OFCONCRETE, UNLESS OTHERWISE NOTED. ("CLEAR" DIMENSION IS TO FACE OFFINISHED SURFACE).

DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. NOTIFYARCHITECT OF ANY DISCREPANCIES OR QUESTIONABLE DIMENSIONS FORCLARIFICATION PRIOR TO PROCEEDING WITH AREA OF REQUIRED WORK.

EXISTING UNDERGROUND UTILITIES SHOWN FROM SURVEY. REFER TO CIVIL FORMODIFICATIONS AND NEW WORK

1.

2.

3.

DEMOLITION PLAN LEGEND:

EXISTING CURB TO BE REMOVEDEXISTING CURB TO REMAIN

EXISTING TREE TO REMAIN, (D) DESIGNATES EXISTING TO BE REMOVED

EXISTING AREA OF DEMOLITION, REFER TO REFERENCE NOTES

EXISTING LIGHT POLE TO REMAIN, (D) DESIGNATES EXISTING TO BEREMOVED, REFER TO ELECTRICAL DRAWINGS

EXISTING CLEAN OUT TO REMAIN, (D) DESIGNATES TO BE REMOVED, REFERTO CIVIL DRAWINGS

C.O.(E)

EXISTING MAN HOLE TO REMAIN, REFER TO CIVIL DRAWINGSM.H.(E)

EXISTING STORM DRAIN TO REMAIN, REFER TO CIVIL DRAWINGSSD(E)

L.P.(E)

CB(E)

EXISTING WATER VALVE TO REMAIN, REFER TO CIVIL DRAWINGSWV(E)

EXISTING SANITARY SEWER TO REMAIN, REFER TO CIVIL DRAWINGSS.S.(E)

EXISTING CATCH BASIN OR AREA DRAIN TO REMAIN, (D) DESIGNATES TOBE REMOVED, REFER TO CIVIL DRAWINGS

(E)(E) EXISTING SIGN TO REMAIN, (D) DESIGNATES TO BE REMOVED, (RR)

DESIGNATES TO REMOVE AND RELOCATE

AD(E)

(E)(E)

(E)

(E)

(E)SD(E)

SD(E) SD

(E)

CB(E)

CB(E)

CB(E)

CB(E)

CB(E)

CB(E)

CB(E)

CO(E)

AD(E)

DS(D)

DS(D)

DS(D)

DS(D)CO

(E)

FDC(E)

HYD(E)

EXISTING BUILDING

EXISTING BASEMENTACCESSFF = +/- 232.0'

DN

EXISTING ADJACENT BUILDINGNO WORK

PP(E)

PP(E)

PP(E)

GENERATOR(E)

(RR)

(E)

SIGN(D)

SIGN(D)

SIGN(E)

SIGN(D)

SIGN(E)

SIGN(E)

(D)

(D) (D)

SIGN(E)

SIGN(E)

SIGN(E)

SIGN(E)

252.04'

242.12'

242.17'242.42' 242.32'

242.17'

CO(E)

F.F.E.242.32'

F.F.E.242.10'

242.01'241.84'

242.20'

A E

A E

1

5

1

5

1

2

3

EXISTING RAILROAD TIES TO BE REMOVED4

EXISTING DOUBLE WYTH BRICK WALL FILLED WITH CONCRETE TO BEREMOVED, INCLUDING ALL FOOTINGS

5

6

AREA OF ASPHALT PAVING TO BE SAWCUT AND REMOVED

7 EXISTING BUILDING TO REMAIN

8 EXISTING FENCE TO REMAIN

9 EXISTING FENCE TO BE REMOVED

EXISTING BIKE RACK TO REMAIN, PROTECT AT ALL TIMES10

EXISTING PARKING STRIPES, DIRECTIONAL ARROWS AND PARKINGDESIGNATIONS TO BE REMOVED

11

EXISTING WHEEL STOPS TO BE REMOVED13

EXISTING PARKING STRIPES TO REMAIN12

EXISTING WHEEL STOPS TO REMAIN14

AREA OF CONCRETE WALK TO BE SAWCUT AND REMOVED

15

FDC AND GAS SERVICE VAULT TO BE REMOVED, SERVICES TO REMAIN

16

NOT USED

17

EXISTING ELECTRIC CAR CHARGING STATION TO BE REMOVE AND RELOCATED,REFER TO ELECTRICAL DRAWINGS

19

EXISTING BUILDING COLUMN/POST TO BE REMOVED, REFER TO BUILDINGPLANS

20

EXISTING COVERED WALK OVERHANG TO BE REMOVED, REFER TO BUILDINGPLANS21EXISTING COVERED WALK OVERHANG TO REMAIN, REFER TO BUILDING PLANS22EXISTING BIOHAZARD DROP OFF BOX TO BE REMOVED AND RELOCATED, DEMOPAVERS, DROP BOX TO REMAIN AVAILABLE TO PUBLIC FOR DURATION OFPROJECT

23

EXISTING DECOMMISSIONED FIRE ALARM TO BE REMOVED, REFER TOELECTRICAL DRAWINS

24

PORTION OF EXISTING BUILDING TO BE REMODELED, DEMOLISHED AND/OREXTENDED. REFER TO BUILDING PLAN

EXISTING PARKING SIGNS ATTACHED TO FENCE TO BE REMOVED EXISTING LANDSCAPING TO BE REMOVED, REFER TO LANDSCAPE DRAWINGS

EXISTING ACCESS GATE TO BE REMOVED AND REINSTALLED, REFER TO BUILDINGPLANS

FDC(E)HYD(E)

EXISTING FIRE DEPARTMENT CONNECTOR TO REMAIN

EXISTING FIREHYDRANT TO REMAIN

NOT USED

EXISTING LANDSCAPE AREA TO REMAIN

26(E) EXISTING EXTERIOR HVAC UNIT TO REMAIN, (D) DESIGNATES TO BEREMOVED, (RR) DESIGNATES TO REMOVE AND RELOCATE, REFER TOMECHANICAL DRAWINGS

L.P.(E)

L.P.(E)

L.P.(E)

L.P.(E)

L.P.(E)

L.P.(E)

L.P.(E)

L.P.(E)

L.P.(E)

EXISTING POWER POLE TO REMAIN, (D) DESIGNATES EXISTING TO BEREMOVED, REFER TO ELECTRICAL DRAWINGSPP.

(E) EXISTING SIDEWALK TO REMAIN

25

EXISTING LANDSCAPE AREA TO BE PREPPED FOR PLANTINGS ANDLANDSCAPE MATERIAL, REFER TO LANDSCAPE DRAWINGS

27

PP.(E)

TR VLT EXISTING ELECTRICAL TRANSFORMER AND VAULT TO REMAIN(E)

PP.(E)

L.P.(E)

L.P.(E)

WV(E)

WV(E)

WV(E)

WV(E)

WV(E)WV(E)

GEXISTING GAS VALVE TO REMAIN

(E)

S.S.(E)

S.S.(E)

S.S.(E)

S.S.(E)

1 1 1

2

2

2

2

2

2

3

3 3

2

4

4

46

6

SIGN(E)

8 8 8 8

9

10

10

11 1111 11

11

11

11

11

11

11

11

12

12

13(31)

13

(7)

13(9)

14

(10)

18

28

11

11

13

(9)

15

16

16 16

16

1616

16

17

10

28

20

21

22

21

21

22

22

2324

25

27

28

7

29

26

26

26

2626

26

26

26

26

26

AREA OF OVER EXCAVATION AT LANDSCAPE FOR NEW SIDEWALK AND/ORBUILDING

29

PROPERTY LINE

PP(E)

27

28

28

151515

EASEMENT (EXISTING)

28

26

28

19 19

19

19

16

209'-2"

95'-7

"

209'-2"

95'-7

"24

'-7"

45'-9

" 38'-3

"7'

-4"

66'-6

"12

'-2"

11'-3

"8'

-9"

7'-9

"

76'-0" 27'-9"

2'-0"

7'-10" 6'-1" 40'-3" 19'-11" 79'-8" 33'-4" 96'-2" 11'-11" 13'-10"

2'-0"

2'-0

"6'

-1"

24'-4

"43

'-2"34

'-3"

8'-1

1"

2'-0

"

8'-0

"5'

-9"

8'-7

"

19'-11"65'-11"

44'-11" 21'-1" 64'-0" 66'-5" 63'-9" 15'-0"

HB(D)

HB(D)

DS(D)

DS(D)

DS(D)

COL(D)

5'-1

0"

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SCALE:1BASEMENT PARTIAL FLOOR PLAN - DEMOLITION (SOUTH)

1/8"=1'-0"

A

A

1

5

B C D

2

3

4

B C D

GENERAL NOTES APPLY TO ALL DRAWINGS.

DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.

DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.

1.

2.

3.

GENERAL NOTES: SYMBOL LEGEND:EXISTING CONCRETE WALL TO REMAIN

EXISTING WOOD FRAMED INTERIOR PARTITION WALL TO REMAIN

EXISTING CONCRETE COLUMN TO REMAIN

EXISTING WOOD COLUMN TO REMAIN

EXISTING STEEL COLUMN TO REMAIN

EXISTING FIRE EXTINGUISHER TO REMAIN, (D) DESIGNATES TO BEREMOVED AND RETURNED TO OWNER, (RR) DESIGNATES REMOVEAND REINSTALLEXISTING FIRE EXTINGUISHER CABINET TO REMAIN, (D)DESIGNATES TO BE REMOVED AND RETURNED TO OWNER, (RR)DESIGNATES REMOVE AND REINSTALL

COL (E)

FE (E)

FEC (E)

COL (E)

COL (E)

EXISTING WOOD FRAMED WALL TO BE REMOVED, BIDDER TOASSUME PLASTER AND GYPSUM WALLBOARD ARE PRESENT ASFINISHES

EXISTING EMERGENCY KIT TO REMAIN, (D) DESIGNATES TO BEREMOVED AND RETURNED TO OWNER

EXISTING AUTOMATED EXTERNAL DEFIBRILLATOR (AED) TOREMAIN, (D) DESIGNATES TO BE REMOVED AND RETURNED TOOWNEREXISTING ELECTRICAL PANEL TO REMAIN, (D) DESIGNATES TO BEREMOVED,(RR) DESIGNATES REMOVE AND RELOCATE, REFER TOELECTRICAL DRAWINGSEXISTING HOSE BIBB TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGSEXISTING FLOOR DRAIN TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGSEXISTING DOWNSPOUT TO REMAIN, (D) DESIGNATES TO BEREMOVEDEXISTING ROOF DRAIN TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGS

EK (E)

AED (E)

EP (E)

HB (E)

FD (E)

DS (E)

RD (E)

EXISTING FIRST AID KIT O REMAIN, (D) DESIGNATES TO BEREMOVED AND RETURNED TO OWNERFA (E)

EXISTING WOOD OR HOLLOW METAL DOOR, FRAME ANDHARDWARE TO BE REMOVED U.O.N.

(AS) - ALUMINUM STOREFRONT(CD)- COILING DOOR

EXISTING DOOR AND FRAME TO REMAIN

(E)

EXISTING DRINKING FOUNTAIN TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGSDF (E)

FB (E)EXISTING FLOOR OUTLET TO REMAIN, (D) DESIGNATES TO BEREMOVED

(AS)(CD)

WH (D)EXISTING WATER HEATER TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGS

EP (D)EP (D

EP (D)

EP (D)EP (D)

EP (D)

EP (E)

EP (E)

EP (E)

FE (RR)

FE (RR)

FE (D)

FE (RR)

COL (E)

COL (E)

COL (E)COL (E)COL (E) COL (E)

COL (E)

COL (E)

COL (E)

COL (E)COL (E)

DUMBWAITER(D)

FA (D)AED (D)

FIRESPRINKLERRISER(E)

135'-2"

95'-7

"

135'-2"

95'-7

"

15'-1

0"15

'-6"

18'-3

"46

'-0"

27'-8" 36'-0" 71'-6"

15'-1

0"15

'-6"

18'-3

"46

'-0"

71'-6"36'-0"27'-8"

EP (D)

EP (D)EP (D)

REFERENCE NOTES: (DEMO)EXISTING PLUMBING FIXTURE TO BE REMOVED, REFER TO PLUMBINGDRAWINGS

1

EXISTING CASEWORK TO BE REMOVED2EXISTING WINDOW TO BE REMOVED3EXISTING RESTROOM OR EXAM ROOM ACCESSORIES, GRAB BARS, MIRRORS,ETC. TO BE REMOVED

4

EXISTING RUBBER TREAD, RISER AND STRINGER (WHERE EXISTS TODAY) TOBE REMOVED, PREP FOR NEW WORK

5

EXISTING SHEET VINYL FLOORING AND BASE TO BE REMOVED, PREP FOR NEWWORK

6

EXISTING CARPET AND BASE TO BE REMOVED, PREP FOR NEW WORK7

EXISTING MARKER BOARD AND/OR PROJECTOR SCREEN TO BE REMOVED ASSALVAGE

8

EXISTING FLOORING TO REMAIN9EXISTING WALLCOVERING TO BE REMOVED DOWN TO EXISTING SUBSTRATE,PREP FOR NEW WORK

10

EXISTING VCT FLOORING AND BASE TO BE REMOVED, PREP FOR NEW WORK11EXISTING VINYL SIDING AND MATERIALS TO BE REMOVED DOWN TO STUDS12

REMOVE AND REINSTALL EXISTING HANDRAIL AS REQUIRED, PREP AND PAINT13

REMOVE EXISTING TELEVISION OR EXAM ROOM COMPUTER STATION ANDRETURN TO OWNER AS SALVAGE

14

EXISTING DENTAL CHAIR TO BE REMOVED AND REINSTALLED15EXISTING CASEWORK TO REMAIN16EXISTING PLUMBING FIXTURE TO REMAIN, REFER TO PLUMBING DRAWINGS17EXISTING TELEVISION OR EXAM ROOM COMPUTER STATION TO REMAIN18EXISTING WINDOW TO REMAIN19EXISTING COMMUNICATION BOARD OR EQUIPMENT TO REMAIN, (D)DESIGNATES REMOVE, REFER TO ELECTRICAL DRAWINGS

20

EXISTING STAIR TREADS, HANDRAIL, STEEL SUPPORTS TO BE REMOVED INTHEIR ENTIRETY

21

EXISTING BRICK MASONRY VENEER TO BE REMOVED, PREP FOR NEW WORK22EXISTING WOOD STAIR TREADS, STRINGER AND GUARDRAIL TOREMAIN, SAND AND PREP FOR NEW FINISHING WORK, REMOVEAND REPLACE STEEL NOSING (WOOSTER #120)

23

EXISTING RUBBER FLOORING AND BASE TO BE REMOVED24

EXISTING SAFE OR EQUIPMENT TO BE REMOVED AND RETURNED TO OWNER25EXISTING GUARD TO REMAIN26EXISTING LOUVERS TO REMAIN, PREP FOR NEW WORK, REFER TOMECHANICAL DRAWINGS FOR MORE INFORMATION

27

EXISTING EQUIPMENT TO REMAIN, REFER TO MECHANICAL AND/ORELECTRICAL DRAWINGS, (D) DESIGNATES EXISTING TO BE REMOVED, (RR)DESIGNATE REMOVE AND RELOCATE

28

LINE OF SAWCUT, REMOVE CONCRETE SLAB ON GRADE, PREP FOR NEW WORK29WALLS IN THIS AREA MAY CONTAIN LEAD LINING, REMOVE AND DISPOSE OFPER CURRENT DEQ STANDARDS

30

REMOVE EXISTING GYPSUM WALLBOARD OR LATH AND PLASTER DOWN TOEXISTING STUDS

31

EXISTING CONCRETE WALL TO BE REMOVED32

33

EXISTING INTERIOR SLOPED RAMP TO BE REMOVED. PREPARE FOR NEWFRAMED FLOOR FINISH

34

REMOVE EXISTING HARDWARE, REFER TO NEW PLAN AND DOOR SCHEDULE35

CONCRETE COLUMN OR STAIR, PROVIDE CONCRETE PATCHING COMPOUND,PREP FOR NEW FINISH

36

EXISTING BIKE RACK BAR TO BE REMOVED AND REINSTALLED37REMOVE DOOR ONLY, FRAME TO REMAIN38FLOOR GRILLS TO REMAIN39ALL EXISTING FRP TO BE REMOVED, PREPARE WALLS FOR NEW FINISH40

EXISTING RESTROOM ACCESSORIES, DISPENSER, MIRRORS, ETC. TO BEREMOVED. GRAB BARS TO REMAIN AT THIS LOCATION

DEMO EXISTING GYPSUM OR PLASTER TO LET IN COLUMN, REFER TO NEWPLANS

41

A7.0

ELEV.EQPM.(E)

I.T.RACK(E)

WH (D)

6

7

8

77

1

2 2

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

EXISTING UTILITY TUNNEL


7

33

33

7UP

4017 FD

(E)

FD(E)

1717

16

16

17

40

33

16 16

10513

7

(E)

9

7

9

20

9

3

3

9

9 99

7

6

7

9 7 13

12

UP

MA

TCH

AD

2.0.

1

LIN

EA

D2.

0.2

MA

TCH

A

D2.

0.1

LIN

EA

D2.

0.2

1

5

2

3

4

31

29

31

29

EP(D)

29

9

3131

EP (D)EP (E)

DEMOFORPANEL

36

3636

36

3636

36

36

3631

31

31

35

35

36

28(D)

2

2

9

9

29

40

(E)

(E) (E

)

(E)

(E)

(E)

(E)

(E)

(E)

DEMOFORPANEL

6

6

628

RR RR RR

RR28

EP (D)EP (D)

2827

27EP (D) EP (D)

24'-8" 11'-4" 4'-8" 20'-2" 13'-1" 10'-9" 8'-6" 12'-8" 1'-8"

22'-0" 2'-8" 6'-10"

5"

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

7"

4'-7"

1'-0"

3'-4" 7'-7" 1'-2" 1'-8" 6'-6"

4"

4'-8" 3'-6" 4'-6"

24'-8" 6'-5" 4'-11" 4'-9" 5'-2" 10'-4" 3'-7" 14'-1" 2'-7" 10'-6" 10'-10" 3'-6" 6'-2"

17'-0" 4'-10" 2'-10" 9'-10"8"

3'-7" 3'-3" 4'-0"

19'-4

"1'

-4"

4'-0

"4'

-6"

3'-3

"6'

-4"

5'-6

"1'

-9"

3'-6

"14

'-9"

4'-8

"1'

-7"1

'-7"

3'-1

1"

4" 1'-5

"3'

-3"

9"

4'-8"

2'-8" 2'-0"

2'-5

"4'

-0"

5'-9

"

11" 4'

-0"11

"

1'-4

"

10'-6" 3'-0" 3'-6"

4'-4"7"

1"

9'-7

"10

'-11"

6'-3

"10

'-10"

2'-8

"2'

-10"

14'-9

"8"

7'-7

"1'

-5"

3'-8

"2'

-1"

6"

4'-4

"

4"

5'-8

"2'

-8"

3'-7

"

1'-2

"

2'-9

"7'

-0"

5'-9

"

8"11

"

2'-6" 2'-4"

3'-2

"2'

-0"

7"

COL (E)

COL (E)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


MLH

AD2.0.2



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




SCALE:1BASEMENT PARTIAL FLOOR PLAN - DEMOLITION (NORTH)

1/8"=1'-0"

E

1

5

D E

2

3

4

D

EP (E)

EP (E)

EP (E)

95'-7

"

95'-7

"

15'-1

0"15

'-6"

18'-3

"46

'-0"

74'-0"

15'-1

0"15

'-6"

18'-3

"46

'-0"

74'-0"


MA

TCH

AD

2.0.

1

LIN

EA

D2.

0.2

MA

TCH

A

D2.

0.1

LIN

EA

D2.

0.2

1

5

2

3

4




1.

2.

3.







COL (E)

FE (E)

FEC (E)

COL (E)

COL (E)




EK (E)

AED (E)

EP (E)

HB (E)

FD (E)

DS (E)

RD (E)





(E)



(AS)(CD)



1


4


5


6



8


10




14


20


21


23



27


28


30


31


33


34



36




41

A7.0

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


MLH

AD2.1.1

A

A

1

5

B C D

2

3

4

B C D



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




SCALE:1FIRST PARTIAL FLOOR PLAN - DEMOLITION (SOUTH)

1/8"=1'-0"

FA (D)EK (D)

FE (D)

FE (D)

FE (D)

FE (D)FE (D)

COL (E)

COL (E) COL (E)

COL (E)

COL (E) COL (E)

FE (D)

EK (D)

AED (D)EK (D)

COL (D) COL (D) COL (D) COL (D) COL (D) COL (D) COL (D)

EK (D)

COL (E)

COL (E)

COL (E)

DUMBWAITER(E)

DF (D)

CHASE (E)

135'-2"

95'-7

"

135'-2"

95'-7

"

27'-8" 36'-0" 71'-6"

15'-1

0"15

'-6"

18'-3

"46

'-0"

71'-6"36'-0"27'-8"

46'-0

"18

'-3"

15'-6

"15

'-10"

DF (D)




1.

2.

3.







COL (E)

FE (E)

FEC (E)

COL (E)

COL (E)




EK (E)

AED (E)

EP (E)

HB (E)

FD (E)

DS (E)

RD (E)





(E)



(AS)(CD)



1

EXISTING CASEWORK TO BE REMOVED2EXISTING WINDOW TO BE REMOVED3

EXISTING RESTROOM OR EXAM ROOM ACCESSORIES, GRAB BARS, MIRRORS,ETC. TO BE REMOVED

4


5


6

EXISTING CARPET AND BASE TO BE REMOVED, PREP FOR NEW WORK7EXISTING MARKER BOARD AND/OR PROJECTOR SCREEN TO BE REMOVED ASSALVAGE

8


10


REMOVE AND REINSTALL EXISTING HANDRAIL AS REQUIRED, PREP AND PAINT13REMOVE EXISTING TELEVISION OR EXAM ROOM COMPUTER STATION ANDRETURN TO OWNER AS SALVAGE

14


20


21


23



27


28


30


31


33


34



36

EXISTING BIKE RACK BAR TO BE REMOVED AND REINSTALLED37

REMOVE DOOR ONLY, FRAME TO REMAIN38

FLOOR GRILLS TO REMAIN39

ALL EXISTING FRP TO BE REMOVED, PREPARE WALLS FOR NEW FINISH40



41

A7.0

UP

DNUP

UP

DN

(AS)

(AS

)

(E)

(E)

(E)

(E)

(E)

COL (D)

COL (D)

11

11

11

11

11

3

3

3

3

3

2

2

1

7

3

1

2

4

11

4

31

2

1

2

1

4

11

3 3 3

4

6

4

1

1

11 7

1

11

1

2

6

4

33

777

1

3

212

77

7

2

1

72

4

1

DF (D)

7

14

21

22

3

11

22

222

333

3

11

333

7

7

7

7

11

11

10

3

10

2 11

1

1

2 1

22

27

25 2 24 25

24

25

2

3

2

3

2

2

EP (D)

3

11

3 3

3 3

11 78

2

7

14 8

11

77

7

7

2

13

23

7

30

11

11

11

112

1 2

2

46

1

76

7

22 13

5 5

2

1

FB (D)

DN

MA

TCH

AD

2.1.

1

LIN

EA

D2.

1.2

MA

TCH

A

D2.

1.1

LIN

EA

D2.

1.2

1

5

2

3

4

DS (D)

31

31

31

31

31

31

31

11

31 31 31 3131

DS (D)

EP (D)

EP (D)

13

COL (E)

COL(E)

31EP (D)

3131

31

31

31

31EP (D)

EP (D)

EP (D)

31 31 31 31 31

7

CHASE(E)

11

31

(E)

EP(D)

EP(D)

RD (E)

RD (D)

RD (E)

22 22

22 22 22

RD (D) RD (D)

RD (D)

RD (D)

RD(E)

(CD)

(CD)

22

22

22

22

22

22

32

32 22

22

(AS

)

(AS)

(AS

)

(AS

)

COL (D)

COL (D)

(AS)

HB (D)

HB (D)(A

S)

(AS

)

35

28(D)

28 (D)

10(WOOD)

28(D)

28(D)

28(D)

28(D)

11

21 3

3

3

(AS)

25 (E)35

8

SIM.DISPLAYCASE3

35

29 29 29

29

29

29

29

11

40

31

40

14'-2" 3'-4" 4'-4" 5'-10" 5'-0" 10'-6" 5'-0" 10'-6" 5'-0"

7'-7" 2'-5" 4'-7" 4'-1" 1'-4" 11'-3" 3'-8" 1'-6" 5'-11" 3'-3" 1'-8"2'-0"1'-0"

2'-3"

1'-1" 2'-6"10" 5'-0"

4" 1'-3"3'-3" 3'-6"

11" 3'-9"

1'-7"1'-2"

4'-10"

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

8" 1'-6"

3'-6" 6'-0" 8"4"

1'-11"

1'-0"4'-0"

3'-7"5"

10"5'-1"

7'-7" 12'-5" 14'-11" 7'-5" 10'-2" 9'-7"

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

11"9"

3'-5"

1"9"

10"

9'-1

"7'

-0"

21'-9

"3'

-8"

3'-6

"5'

-0"

9'-9

"2'

-10"

5'-2

"7'

-6"

7'-8

"8'

-2"

3'-8

"

7'-0

"2'

-1"

6'-9

"

3"

4'-6

"3'

-10"

5'-4

"1'

-11"

6'-2

"3'

-8"

1'-1

0"1'

-8"

11"

7'-1

0"1'

-0"

2'-8

"2'

-6"

4'-1

1"1'

-10"

6" 3'-4

"2'

-10"

2'-6

"3'

-10"5"

1"

1'-1

0"9"

2"3'

-8"

4'-2

"

1'-2

"

1'-8

"

17'-8" 4'-4" 5'-8"

4"

2'-4" 6'-0" 1'-4" 8'-8" 5'-0" 6'-4" 4'-8" 1'-4" 14'-8" 4'-4" 5'-0" 5'-2" 22'-0" 13'-6" 4'-0" 2'-10"

8"1'-2" 3'-4"

10" 6"5'-4" 2'-10"

1'-10"1'-10"

2'-9" 2'-5" 2'-3" 6'-11" 2'-9" 5'-0"1'-3"

1'-5"2'-4" 2'-0" 2'-11"3"

2'-9"1'-1"

6'-6" 4'-2"

11"

4'-1"9"

3'-8" 3'-4"

1'-4"

5'-2"

8"

1'-0"

7'-2

"6'

-9"

4'-7

"2'

-6"

4'-7

"7'

-111 2"

5'-0

1 2"2'

-10"

4'-1

0"4'

-7"

6'-0

"5'

-0"

10'-6

"7'-5

"3'

-1"

2'-4

"1'

-0"

1'-3

"7"

3"

2'-0

"

7'-5

"

2'-5

"2'

-8"

4"

1'-9"

7'-7

"

COL (E)

COL (E)

COL (E)

4'-3" 3'-4" 3'-8"

41

41

4131

31

35

31

29

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


MLH

AD2.1.2E

1

5

D E

2

3

4

D



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




SCALE:1FIRST PARTIAL FLOOR PLAN - DEMOLITION (NORTH)

1/8"=1'-0"

FE (RR)

FEC (D)

EK (D)

HW (E)

95'-7

"

95'-7

"

74'-0"

15'-1

0"15

'-6"

18'-3

"46

'-0"

74'-0"

46'-0

"18

'-3"

15'-6

"15

'-10"

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)(E)

(E)

(E)

UP

(E)

3 3

3

14

1

264

1

4

3 6

1

1

36

41

3

26

1

1

26

3

144

1

2 6

3

4

6

3

6

3

6

3

6

221

44 14

12

14

6

4

1 2

14

6

4

12 33

14

20

6

41 2

14

12

6

4

14

DN

9

9

9 19 9

9 9 918

1617

17 9

77

7

5UP

13

9333171617163

9999999

9

1717 1616 333

MA

TCH

A

D2.

1.1

LIN

EA

D2.

1.2

MA

TCH

AD

2.1.

1

LIN

EA

D2.

1.2

1

5

2

3

4




1.

2.

3.







COL (E)

FE (E)

FEC (E)

COL (E)

COL (E)




EK (E)

AED (E)

EP (E)

HB (E)

FD (E)

DS (E)

RD (E)





(E)



(AS)(CD)



1



4


5


6


8


10



14


20


21


23



27


28


30


31


33


34



36







41

A7.0

31

7 31 31

31

31 31

31 DS (D)

DS (D)

DS (D)DS (D) COL (D)

EP (D) (D)

EP (E)

EP (E)

31

31

31 31 31 31 31

31

8MB / PS

38

28

HB (D)

37

3939 39

FB (E)

28(D)

(D)

4'-3" 6'-10" 13'-1"1'-10"

7'-5"

7"

4'-9" 2'-3" 2'-4"

24'-2" 9'-10" 4'-9" 7'-4" 7'-4" 12'-3" 7'-6"

10"

2'-9" 4'-8" 2'-8" 4'-8" 7'-5"

2"

11"

5'-11" 11'-6" 1'-7"

10'-5

"5'

-0"

10'-4

"6'

-3"

2'-6

"4'

-8"

6'-6

"4'

-8"

2'-8

"11

'-3"

1'-4

"9'

-1"

10'-1

"5'

-4"

2'-1

0"7'

-10"

5'-9

"2'

-0"

6'-0

"4'

-1"

1'-9

"4'

-8"

2'-8

"11

'-3"

4'-8"3'-7"6'-10"8'-2"13'-0"9'-4"9'-4"9'-5"9'-8"

2'-5"

1'-8"

4'-1"5'-3"7'-9"6'-4"

1"

2'-11"3'-0"2'-10"3'-6"6'-4"3'-1"2'-11"

1'-7"

5'-2"

3"

17'-5"

8"

3'-7" 2'-1"

3"

11'-3"

1'-2" 3'-6" 1'-3"

9"

1'-6"2'-4" 3'-9"

11"

3'-0

"2'

-0"

1'-3

"

9"9"3" 1'-0

"1"

2'-11" 21'-2" 3'-11" 22'-7" 10"

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


MLH

AD2.2.1



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




SCALE:1SECOND PARTIAL FLOOR PLAN - DEMOLITION (SOUTH)

1/8"=1'-0"

A

A

1

5

B C D

2

3

4

B C D

FE (D)

FE (D)

FE (D)

AED (D)

FA (D)EK (D)

COL (E)COL (E)COL (E)

COL (E)COL (E)

COL (D)

COL (E) COL (E)

COL (E)

FIRST FLOORROOF BELOW -REFER TO ROOFPLAN

CHASE (E)

COL (E)

DF (D)

135'-2"

95'-7

"

135'-2"

27'-8" 36'-0" 71'-6"

15'-1

0"15

'-6"

18'-3

"46

'-0"

71'-6"36'-0"27'-8"

95'-7

"

15'-1

0"15

'-6"

18'-3

"46

'-0"

EP (E) EP (E)EP (D)




1.

2.

3.







COL (E)

FE (E)

FEC (E)

COL (E)

COL (E)




EK (E)

AED (E)

EP (E)

HB (E)

FD (E)

DS (E)

RD (E)





(E)



(AS)(CD)



1


4


5


6



8


10




14


20


21


23



27


28


30


31


33


34



36




41

A7.0


DS (D)

DS (D)

ADD ALT. NO. 1REFER TO SHEETAD2.5

(E)

FE (D)

(E)

3

3 3 3 3

3

3

33333

3

3

3

3

7 7 7

7

7

7

7

7

77

4

6

1

WH (D)

1 11

2 2

8

7 7 7721

8

8

7 7

22

7

7

7

7

7

7

7 7 7 7

7 7

7

7

7

8

14

22

22

717 16

46

1

6 4 4

46

1

6

3

8

23

7

8

7

7

7

1

2

4

6

113 5

7

7

7

8

8 2

22

2

8

MA

TCH

AD

2.2.

1

LIN

EA

D2.

2.2

MA

TCH

A

D2.

2.1

LIN

EA

D2.

2.2

1

5

2

3

4

31 31 31

31

31

31

31

CHASE (E)

EP (D)

31 31 31

3131

3131

31

EP (D) EP (D)

31

31

20(D)

31 31 31 31

31

3131 31

31

31

3131

31

RD (D)RD (D)

22222222

9 9 9

9

9

9

16

RD (D)

RD (E)

RD (E)

9

7

7

8

8

16

8

97

COL (E)

88 8

COL (E)

COL (E)

28 (RR)

22

COL (E)

COL (E)

COL (E)

3

(D) POCKET DOOR

38

8

38

38

38 38

38

38

38

38

8

(AS)

38

22

(AS)

COL (E)

COL (E)

RD (E)

6'-0" 6'-10" 1'-11"

1'-6"

6'-5" 6'-0" 2'-6" 3'-2"3'-2"1'-0" 1"

3'-3" 4'-6" 1'-7"2'-0" 3'-5" 4'-6" 5'-7"

1'-1"

6'-3" 8'-10" 10'-1" 3'-5"

7"

8"5'-3" 2'-1"

3'-5" 3'-5"

8"

4'-7" 2'-8" 3'-9"7"

2'-10" 2'-7"

5'-4" 2'-9" 4'-1" 2'-7" 5'-6" 4'-11" 5'-0"10"

2'-8"

3"

6'-8" 7" 7'-1" 2'-9" 7'-10" 1'-11" 7'-8" 10'-3" 1'-4" 5'-11"

5'-4"8"

9"4'-0" 4'-9" 3'-9" 10"

5'-0

"

1'-0

"

3'-1

0"2'

-2"

1'-9

"2'

-3"

4'-1

0"

5" 2'-3

"1'

-9"

7'-4

"2'

-4"8"

7'-9

"3'

-0"

4'-5

"2"

2'-1

1"7'

-5"

5"6'

-1"

7'-9

"9"

7'-7

"5'

-4"

2'-0

"7'

-6"

1'-2

"

1'-7

"

10" 5'

-4"

1" 3'-1

0"2'

-2"

2'-8

"5'

-2"

1'-0

"4'

-4"

9"

41

41

1'-10"

3"3'-1"2'-4"

41

41

41

41

41

ROD(E)

ROD(E)

2'-8" 6'-0" 1'-4" 8'-8" 1'-3" 3'-9" 6'-4" 4'-8"

3" 1'-1"

14'-0" 3'-0" 6'-4" 5'-0"

2"

10'-5" 11'-7" 5'-6" 4'-0" 4'-0" 4'-0" 2'-10"

11"

5"4'-9" 3'-11" 1'-6" 4'-10"

2"

4'-6"

3"

8"

3'-4"3'-4"

1'-2"

3'-6"28'-3"

7"

13'-9" 2'-5" 2'-11"

10"

6'-8" 10'-7"

1'-0"

2'-9"

1'-4"

1'-5" 2'-6"

1'-6"

2'-4"1'-7"

1"

13'-1

1"4'

-5"

7"19

'-8"

7'-5

"

3'-2

"

1'-0

"

3'-1

1"1'

-9"

6'-8

"1'

-9"

1'-2

"

3'-1

0"6'

-8"

3'-1

0"4'

-6"

1'-0

"

8'-4

"2'

-0"

5'-0

"

2'-1

0"5'

-6"

2'-9

"

1'-1

"

2'-5

"3'

-10"

1'-1

"

4'-6

"

1'-1

"3"

5"

1'-6

"

2'-3

"5'

-4"

5'-1

"4'

-2"

2'-1

0"1'

-9"

1'-2

"1" 2'-0

"3'

-3"

10'-8

"

COL (E)

9'-0"

4'-4" 4'-6" 4'-1" 6'-0"

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MLH

AD2.2.2



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




SCALE:1SECOND PARTIAL FLOOR PLAN - DEMOLITION (NORTH)

1/8"=1'-0"

E

1

5

D E

2

3

4

D

FE (RR)


ROOFHATCH

95'-7

"

74'-0"

15'-1

0"15

'-6"

18'-3

"46

'-0"

74'-0"

95'-7

"

15'-1

0"15

'-6"

18'-3

"46

'-0"

EP (E) EP (E)

DS (D) DS (D)

DS (D)DS (D)

DS (D)

(E)

3

3

3

3 3

3 3 3 3 3

3333333

20(D)

9

DN

9

7

MA

TCH

AD

2.2.

1

LIN

EA

D2.

2.2

MA

TCH

A

D2.

2.1

LIN

EA

D2.

2.2

1

5

2

3

4




1.

2.

3.







COL (E)

FE (E)

FEC (E)

COL (E)

COL (E)




EK (E)

AED (E)

EP (E)

HB (E)

FD (E)

DS (E)

RD (E)





(E)



(AS)(CD)



1


4


5


6



8


10




14


20


21


23



27


28


30


31


33


34



36




41

A7.0

DS (D)

7 7 7 7

9

7777733

14

8

1

12

16 16 16

16

18

7

7

6 68

VOIDVOIDTBB(RR)

8 8

31

EXSTSLOPE

7

(E)

FE (D)7

38 38

38383838

38

38

38 38 38 38 38 38 38

38 38

EX

ST

SLO

PE

2'-1" 6'-1"

1'-5"

1'-7" 6'-0" 1'-9"2'-0" 6'-9"

6"

8'-0"

1'-4" 10"

7'-10" 9'-8"1'-4"

8'-0" 4'-2" 4'-8"

4'-6" 3'-0" 1'-9" 4'-3"10"

7'-2" 1'-9"

0"

10'-1

"

8"

3'-2

"5'

-0"

4'-1

0"8"

6'-0

"2'

-0"

6'-6

"7'

-1"

3'-9

"4'

-0"

1'-2

"9'

-4"

3'-1

"

1"

6'-4

"3'

-9"

10'-1

0"3'

-1"

5'-0

"4'

-10"

8'-8

"7'

-9"

8'-1

1"9'

-4"

1'-8"0"3'-0"6'-2"2'-10"6'-6"2'-5"1"

6'-11"2'-1"7"

9'-6"4'-0"11"

6'-0"2'-10"6'-2"1'-4"5'-0"7"

5'-7" 3'-4" 1'-10"

1'-2"

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MLH

AD2.3



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




SCALE:1MECHANICAL FLOOR PLAN - DEMOLITION

1/8"=1'-0"

A

A

1

5

B C D

2

3

4

B C D


SECOND FLOORROOF BELOW -REFER TO ROOFPLAN

SECOND FLOORROOF BELOW -REFER TO ROOFPLAN

VTR (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

CHASE (E)

CHASE

EXHAUSTFAN (D)

GASFIREBOILER(D)

AIRHANDLER(D) RD (E)

135'-2"

95'-7

"

95'-7

"

27'-8" 36'-0" 71'-6"

15'-1

0"15

'-6"

18'-3

"46

'-0"

71'-6"36'-0"27'-8"

46'-0

"18

'-3"

15'-6

"15

'-10"




1.

2.

3.







COL (E)

FE (E)

FEC (E)

COL (E)

COL (E)




EK (E)

AED (E)

EP (E)

HB (E)

FD (E)

DS (E)

RD (E)





(E)



(AS)(CD)



1



4


5


6


8

EXISTING FLOORING TO REMAIN9

EXISTING WALLCOVERING TO BE REMOVED DOWN TO EXISTING SUBSTRATE,PREP FOR NEW WORK

10



14

EXISTING DENTAL CHAIR TO BE REMOVED AND REINSTALLED15

EXISTING CASEWORK TO REMAIN16

EXISTING PLUMBING FIXTURE TO REMAIN, REFER TO PLUMBING DRAWINGS17EXISTING TELEVISION OR EXAM ROOM COMPUTER STATION TO REMAIN18

EXISTING WINDOW TO REMAIN19

EXISTING COMMUNICATION BOARD OR EQUIPMENT TO REMAIN, (D)DESIGNATES REMOVE, REFER TO ELECTRICAL DRAWINGS

20


21


23


EXISTING SAFE OR EQUIPMENT TO BE REMOVED AND RETURNED TO OWNER25

EXISTING GUARD TO REMAIN26

EXISTING LOUVERS TO REMAIN, PREP FOR NEW WORK, REFER TOMECHANICAL DRAWINGS FOR MORE INFORMATION

27


28

LINE OF SAWCUT, REMOVE CONCRETE SLAB ON GRADE, PREP FOR NEW WORK29

WALLS IN THIS AREA MAY CONTAIN LEAD LINING, REMOVE AND DISPOSE OFPER CURRENT DEQ STANDARDS

30


31


33


34



36







41

A7.0

(E)

DN

EP(D)

27

27

27

27

28

28

28

9

9

9

26

PA

RTI

AL

AD

2.3

RO

OF

AD

2.4

PA

RTI

AL

AD

2.3

RO

OF

AD

2.4

1

5

2

3

4

EP(D) EP(D)

28

EP(D)

2222

15'-8

"2'

-7"

5'-0

1 16"

10'-0

1516

"5'

-0"

2'-6

"5'

-0"

10'-8

1516

"5'

-0"

2'-8

1 16"

15'-8

"2'

-7"

24'-0" 12'-0" 25'-10" 45'-8"

24'-0" 12'-0" 25'-10" 45'-8"

9'-2" 16'-8"

AutoCAD SHX Text


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MLH

AD2.4



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




SCALE:1ROOF PLAN - DEMOLITION

1/8"=1'-0"

A

EA

1

5

1

5

B C D E

2

3

4

2

3

4

B C D




1.

2.

3.

GENERAL NOTES: SYMBOL LEGEND:

EXISTING DOWNSPOUT TO REMAIN, (D) DESIGNATES DEMO

EXISTING ROOF DRAIN TO REMAIN, (D) DESIGNATES DEMO, REFERTO MECHANICAL DRAWINGS

DS (E)

RD (E)

EXISTING VENT-THRU-ROOF TO REMAIN, REFER TO PLUMBINGDRAWINGS FOR ANY WORKVTR (E)

CRICKET (E)

CRICKET (E)

RD (E)

VTR (E)

DS (D)

DS (D)

DS (D) DS (D) DS (D)

DS (D)

DS (E)

DS (D)

DS (D)

DS (D)

HVAC (D)

HVAC (E)

HVAC (D)

HVAC (E) HVAC (E) HVAC (E) HVAC (E)

HVAC (D)

HVAC (D)

HVAC (E)

HVAC (D)

ELEVATORROOF

GATEDALLEYBELOWDS (D)

FIRSTFLOORROOF

FIRSTFLOORROOF

SECONDFLOORROOF

SECONDFLOORROOF

SECONDFLOORROOF

SECONDFLOORROOF

SECONDFLOORROOF

209'-2"

95'-7

"

209'-2"

95'-7

"

46'-0

"18

'-3"

15'-6

"15

'-10"

27'-8" 36'-0" 71'-6" 74'-0"

15'-1

0"15

'-6"

18'-3

"46

'-0"

74'-0"71'-6"36'-0"27'-8"

RD (E)

VTR (E)

RD (D)

RD (D)

RD (D)

RD (D) RD (D)

RD (D)

RD (D)

RD (D)

CHIMNEY (E)HVAC (D)

2' CURB/PLATFORM (E)

ROOFACCESS(E)

ROOFLADDER(E)

EXISTING HVAC EQUIPMENT, (D) DESIGNATES DEMO

EXISTING EXHAUST FAN TO REMAIN, (D) DESIGNATES DEMO,REFER TO MECHANICAL DRAWINGS

EXISTING MEMBRANE ROOFING TO REMAIN, PREP THIS AREA FORNEW WORK

REFERENCE NOTES:

DEMO EXISTING BRICK MASONRY CHIMNEY DOWN TO 2 FEET ABOVE THE ROOF,PREP FOR NEW CAP, REFER TO MECHANICAL DRAWINGS FOR NEW WORKK

1

REMOVE EXISTING ROOF, SUPPORTS AND ALL STRUCTURE BACK TO THEEXISTING BUILDING

2

EXISTING SHEET METAL ROOF CAP TO REMAIN3EXISTING LADDER TO BE REMOVED AND REINSTALLED, PREP AND PAINT4REMOVE EXISTING METAL CAP FLASHING, PREP FOR NEW WORK5EXISTING ANTENNA TO REMAIN, REMOVE AND REINSTALL IF IMPACTED BY NEWWORK

6

EXISTING LIGHT TO BE REMOVED, REFER TO ELECTRICAL DRAWINGS7EXISTING SHEET METAL GUTTER TO BE REMOVED8EXISTING SHEET METAL FLASHING TO BE REMOVED9EXISTING SHEET METAL DUCTWORK EXPOSED ON ROOF TO BE REMOVED ANDREPLACED PER MECHANICAL DRAWINGS, PROVIDE PATCH AT EACHPENETRATION

10

REMOVED EXISTING MEMBRANE ROOFING, PREP FOR NEW WORK11

EF (D)

EF (E)

RD (D)

4'-0

"TY

P.

(E) SLOPE

(E) SLOPE (E) SLOPE

(E) SLOPE

(E) SLOPE (E) SLOPE

(E) S

LOP

E(E

) SLO

PE

(E) S

LOP

E(E

) SLO

PE

(E) S

LOP

E(E

) SLO

PE

(E) S

LOP

E

VENTILATOR (E)

(E) S

LOP

E

(E) SLOPE

3

7

8

8

2

10 10

5

55

5

5

5

6

6

6

4

10

10

10

2 2

2

2

2

989

8

8

8RD (E)

(E) SLOPE

EXISTING DUCT PENETRATION TO BE REMOVED, REFER TOMECHANICAL DRAWINGS. INFILL OPENING WITH NEW WOODSHEATHING. PREP OR NEW ROOF PATCH

EF (E)

VTR (E)

VTR (E)

VTR (E)

VTR (E) VTR (E)

VTR (E)

VTR (E)

EF (D)

VTR (E)

VTR (E) VTR (E)

VTR (E)VTR (E)

VTR (E)

VTR (E)VTR (E)

VTR (E)

VTR (E)

VTR (E)

VTR (E)

VTR (E)

VTR (E) VTR (E)

VTR (E) VTR (E)

VTR (E) VTR (E)

VTR (E)

VTR (E)

VTR (E) VTR (E) VTR (E) VTR (E) VTR (E)

VTR (E)

VTR (E)VTR (E)VTR (E)VTR (E)

VTR (E)VTR (E)

VTR (E)

VTR (E)

VTR (E)

VTR (E) VTR (E)

VTR (E)

HB (D)

VTR (E)

EXISTING ANTENNA TO BE REMOVED AND REINSTALLED, REFER TO ELECTRICALDRAWING

12

7

12

ALTERNATE NO. 2, REFER TOMECHANICAL DRAWINGS

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MLH

AD2.5



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




FE (D)DF (D)




1.

2.

3.

GENERAL NOTES:

SYMBOL LEGEND:EXISTING CONCRETE WALL TO REMAIN











(E)

COL (E)

FE (E)

FEC (E)

EK (E)

AED (E)

EP (E)

HB (E)

FD (E)

DS (E)

RD (E)

COL (E)

COL (E)





(AS)(CD)


7 7 7

7

7 7

7

32

88

8

2

31 31

31 31

31

EP (E)

EP (D)

SCALE:1SECOND PARTIAL FLOOR PLAN - DEMOLITION (SOUTH) - ADD ALTERNATE NO. 1

1/8"=1'-0"

2

3

D

2

3

D

MA

TCH

1/A

D2.

5

LIN

EA

D2.

2.2

MA

TCH

1/A

D2.

5

LIN

EA

D2.

2.2

CHASE (E)

55'-4"

7'-9

"15

'-6"

4'-6

"

4'-6

"15

'-6"

10'-2

"

55'-4"

COL (E)

COL (E)

COL (E)

COL (D)

COL (D)


1


4


5


6



8


10




14


20


21


23



27


28


30


31


33


34



36




41

A7.0

AREAINCLUDEDIN BASEBID

1AD2.2.1

NOTE:ALL EXTERIOR PERIMETERWALL WORK (DEMO ANDNEW) ARE PART OF BASEBID, REFER TO SHEETAD2.2.1

2

88

8

16'-1" 15'-1" 14'-10" 9'-4"

9'-5" 6'-8"

4'-1

1"2'

-10"

7'-1

0"3'

-10"

3'-1

0"4'

-6"

2'-2

"

8"

15'-0" 2'-4" 23'-11" 4'-9" 9'-4"

3'-5"

1'-4"

7'-1

0"2'

-4"1

'-6"

3'-1

1"2'

-5"

1'-1

"

2'-9

"3'

-10"

AutoCAD SHX Text


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MLH

AD3.0



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




FIRST FLOOR0'-0"

SECOND FLOOR10'-4-1/2"

MACHINE ROOM20'-5"

A B C D E

FIRST

SECOND 9'-

MACHINE ROOM20'-5"

5 4 3 2 1

S

FIRST FLOOR-0'-2"

FIRST FLOOR9'-10"

SCALE:1EXISTING EAST ELEVATION - DEMOLITION

SCALE:2EXISTING NORTH ELEVATION - DEMOLITION

SCALE:3EXISTING ALLEY ELEVATIONS - DEMOLITION

FIRST FLOOR0'-0"


E

E

REFERENCE NOTES: (DEMO)EXISTING WINDOW TO BE REMOVED, PREP FOR NEW WORK1EXISTING VINYL SIDING TO BE REMOVED DOWN TO EXISTING SHEATHING,PREP FOR NEW WORK

2

EXISTING BRICK VENEER TO BE REMOVED DOWN TO EXISTING SHEATHING,PREP FOR NEW WORK

3

EXISTING FASCIA TO BE REMOVED, PREP FOR NEW PARAPET, REFER TOSTRUCTURAL

4

EXISTING COLUMN TO REMAIN, PREP FOR NEW FINISH, (D) DESIGNATESEXISTING TO BE REMOVED

5

EXISTING DOOR AND FRAME TO REMAIN, PROTECT AT ALL TIMES6EXISTING ELECTRICAL EQUIPMENT TO REMAIN, (D) DESIGNATES EXISTING TOBE REMOVED, REFER TO ELECTRICAL DRAWINGS

7

EXISTING DOWNSPOUT TO BE REMOVED8

EXISTING ROOF TO BE REMOVED BACK TO EXISTING STRUCTURE9

EXISTING RAILING TO REMAIN, PREP FOR NEW FINISH10

EXISTING SIGN TO BE REMOVED AND RETURNED TO OWNER AS SALVAGE11EXISTING GATE TO BE REMOVED AND REINSTALLED, PREP FOR NEW FINISH12

EXISTING HVAC EQUIPMENT TO REMAIN, (D) DESIGNATES EXISTING TO BEREMOVED, REFER TO MECHANICAL DRAWINGS

13

EXISTING STEEL LADDER TO BE REMOVED AND REINSTALLED, PREP FOR NEWFINISH

14

EXISTING LOUVERS TO REMAIN, PREP FOR NEW PAINT FINISH15

EXISTING WALL TO BE REMOVED FOR NEW WORK, REFER TO NEW ELEVATIONSAND PLANS, WOOD WILL FRAMING U.O.N., (CONC.) DENOTES CONCRETESUBSTRATE

16

EXISTING EXISTING GAS LINE, VAULT AND FDL TO BE MODIFIED, REFER TOMECHANICAL/PLUMBING DRAWINGS

17

4 2

1 1

1

1

1

1

2

273 3 2 3

1

1

2 4 2

1

1

1

1

3 27 3 7(D)

13(D)

8

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

8

9

10

15 4 15 14 15

2 2 2 2 2

4 2 4 8 8

4 2 4 2 47 (D)

7 (D)

13 (D)1

1 1

11

3438

2

6341296295 (D)

1 1

3 2 2

17

(D)

3

7(D)

16

16

16

16

16

16

16

16

16

16

16 16

16

1616

16 16 16 16 16 16 16

16

16

16

16

16 1616 16

16161616

16 16 16 16 16

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


FIRST FLOOR0'-0"


E D C B A

T.O. HEAD17'-6"

FIRST FLOOR0'-0"


1 2 3 4 5

SCALE:1EXISTING WEST ELEVATION - DEMOLITION

SCALE:2EXISTING SOUTH ELEVATION - DEMOLITION

MLH

AD3.1



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




REFERENCE NOTES: (DEMO)EXISTING WINDOW TO BE REMOVED, PREP FOR NEW WORK1EXISTING VINYL SIDING TO BE REMOVED DOWN TO EXISTING SHEATHING,PREP FOR NEW WORK

2

EXISTING BRICK VENEER TO BE REMOVED DOWN TO EXISTING SHEATHING,PREP FOR NEW WORK

3

EXISTING FASCIA TO BE REMOVED, PREP FOR NEW PARAPET, REFER TOSTRUCTURAL

4

EXISTING COLUMN TO REMAIN, PREP FOR NEW FINISH, (D) DESIGNATESEXISTING TO BE REMOVED

5

EXISTING DOOR AND FRAME TO REMAIN, PROTECT AT ALL TIMES6

EXISTING ELECTRICAL EQUIPMENT TO REMAIN, (D) DESIGNATES EXISTING TOBE REMOVED, REFER TO ELECTRICAL DRAWINGS

7

EXISTING DOWNSPOUT TO BE REMOVED8EXISTING ROOF TO BE REMOVED BACK TO EXISTING STRUCTURE9EXISTING RAILING TO REMAIN, PREP FOR NEW FINISH10EXISTING SIGN TO BE REMOVED AND RETURNED TO OWNER AS SALVAGE11EXISTING GATE TO BE REMOVED AND REINSTALLED, PREP FOR NEW FINISH12

EXISTING HVAC EQUIPMENT TO REMAIN, (D) DESIGNATES EXISTING TO BEREMOVED, REFER TO MECHANICAL DRAWINGS

13

EXISTING STEEL LADDER TO BE REMOVED AND REINSTALLED, PREP FOR NEWFINISH

14

EXISTING LOUVERS TO REMAIN, PREP FOR NEW PAINT FINISH15EXISTING WALL TO BE REMOVED FOR NEW WORK, REFER TO NEW ELEVATIONSAND PLANS, WOOD WILL FRAMING U.O.N., (CONC.) DENOTES CONCRETESUBSTRATE

16

EXISTING EXISTING GAS LINE, VAULT AND FDL TO BE MODIFIED, REFER TOMECHANICAL/PLUMBING DRAWINGS

17

10

9

4

8

4

1 1 1 1 1 1 1

1 1

8 4 4 2

2 4

3

1

4 1

2

1

1 1 1 1 1

3

5TYP OF (7)(D)

4

1 1

2

4 2 13(D)

4

2

11

33 613(D)

2 4 8 4

1 1

11

1

1 1

1

1

11

11

3 5(D)

2 2 16 4 4 16

7(D)

7(D)

8

2 44

2 4

7(D)

7(D)

16 16 16 16 16

16 16 16 16

16

16

16 16

16

16 16

16 16

16 16

16 16 16 16 16 16 16

1616

16 16 16 16 1616 16

(CONC)(CONC)

16

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


MLH

AD6.0



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




SCALE:1BASEMENT PARTIAL REFLECTED CEILING PLAN - DEMOLITION (SOUTH)

1/8"=1'-0"

A

A

1

5

B C D

2

3

4

B C D




1.

2.

3.

GENERAL NOTES:

135'-2"

71'-6"36'-0"27'-8"

95'-7

"

46'-0

"18

'-3"

15'-6

"15

'-10"

135'-2"

27'-8" 36'-0" 71'-6"

95'-7

"

15'-1

0"15

'-6"

18'-3

"46

'-0"

MA

TCH

AD

6.0

FOU

ND

ATI

ON

- N

OT

SH

OW

N

MA

TCH

A

D6.

0

FOU

ND

ATI

ON

- N

OT

SH

OW

N

1

5

2

3

4

1

1 3

2

1

3

2

2

2

1

3

SYMBOL LEGEND:

EXISTING 1'x1' ACOUSTICAL CEILING TILE PLASTER SUBSTRATEAND ALL FURRING AND WOOD SUPPORT FRAMING TO BE REMOVE

EXISTING 2'x4' SUSPENDED ACOUSTICAL CEILING TILE SYSTEM TOBE REMOVED

EXISTING 1'x1' ACOUSTICAL CEILING TILE PLASTER SUBSTRATEAND ALL FURRING AND WOOD SUPPORT FRAMING TO REMAIN

EXISTING 2'x4' SUSPENDED ACOUSTICAL CEILING TILE SYSTEM TOREMAIN

EXISTING EXISTING LIGHT FIXTURES TO BE REMOVED. REFER TOELECTRICAL DRAWINGS

EXISTING EXISTING LIGHT FIXTURES TO REMAIN. REFER TOELECTRICAL DRAWINGS

REFERENCE NOTES: (DEMO)

OPEN TO STRUCTURE ABOVE1

EXISTING GYPSUM WALLBOARD CEILING AND SUPPORTS TO BE REMOVED,GYPSUM WALLBOARD ONLY AT SIM.

2

EXISTING TO REMAIN3REMOVE EXISTING WOOD SOFFIT4EXISTING ROOF BEING REMOVED, REFER TO STRUCTURAL DRAWINGS5EXISTING GYPSUM WALLBOARD TO REMAIN6EXISTING ROOF HATCH TO REMAIN7EXISTING WOOD SOFFIT BOARD TO BE REMOVED8

EXISTING EXIT LIGHT FIXTURES TO BE REMOVED. REFER TOELECTRICAL DRAWINGSEXISTING EXIT LIGHT FIXTURES TO REMAIN. REFER TO ELECTRICADRAWINGS

(D)

(E)

EXISTING HVAC (EXHAUST, DIFFUSER, RETURN AIR) TO BEREMOVED. REFER TO HVAC DRAWINGS

EXISTING HVAC (EXHAUST, DIFFUSER, RETURN AIR) TO REMAIN.REFER TO HVAC DRAWINGS

8'-0" ELEVATION OF FINISH CEILING ABOVE FINISH FLOOR, REFER TOFINISH SCHEDULE IN SPECIFICATIONS FOR ADDITIONALINFORMATION

COL (D) COL (D) COL (D) COL (D) COL (D) COL (D) COL (D)

COL (E)

COL (E)

COL (E)COL (E) COL (E)

COL (E)

COL (E)

COL (E)

COL (E) COL (E)

COL (E)

COL (E)

8

COL (E)

COL (E)

2

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


MLH

AD6.1.1

A

A

1

5

B C D

2

3

4

B C D



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




SCALE:1FIRST PARTIAL REFELCTED CEILING PLAN - DEMOLITION (SOUTH)

1/8"=1'-0"




1.

2.

3.

GENERAL NOTES:

135'-2"

71'-6"36'-0"27'-8"

95'-7

"

46'-0

"18

'-3"

15'-6

"15

'-10"

135'-2"

27'-8" 36'-0" 71'-6"

95'-7

"

15'-1

0"15

'-6"

18'-3

"46

'-0"

(D)(D)

DS (D)

MA

TCH

AD

6.1.

1

LIN

EA

D6.

1.2

MA

TCH

A

D6.

1.1

LIN

EA

D6.

1.2

1

5

2

3

4

CHASE (E)

CHASE (E)

DS (D)

DS (D)

RD (D)

4

4

4

4COL (D)COL (D)COL (D)COL (D)COL (D)COL (D)COL (D)

4

6

2

(D)

COL (E)22COL (E)2

COL (E)

RD (D) RD (D)

2

(D)

COL (E)

4

4

4

RD (D)

RD (D)

RD (E)COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

2

2 2

2

2 2

2

2

2

2RD (E)COL (E)

(D)

2

COL (E)

RD (E)

4

4

COL (D)

COL (D)

5

SYMBOL LEGEND:

EXISTING 1'x1' ACOUSTICAL CEILING TILE PLASTER SUBSTRATEAND ALL FURRING AND WOOD SUPPORT FRAMING TO BE REMOVED









2



(D)

(E)




SIM

4

COL (E)

COL (E)

COL (E)

COL (D)

COL (D)

COL (D)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


MLH

AD6.1.2E

1

5

D E

2

3

4

D



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




SCALE:1FIRST PARTIAL REFELCTED CEILING PLAN - DEMOLITION (NORTH)

1/8"=1'-0"




1.

2.

3.

GENERAL NOTES:

74'-0"

95'-7

"

46'-0

"18

'-3"

15'-6

"15

'-10"

74'-0"

95'-7

"

15'-1

0"15

'-6"

18'-3

"46

'-0"

(E)(E)

(D)

DS (D)DS (D)

MA

TCH

AD

6.1.

1

LIN

EA

D6.

1.2

MA

TCH

A

D6.

1.1

LIN

EA

D6.

1.2

1

5

2

3

4

DS (D)

DS (D)

5

5

DS (D)

RD (D)

4

SYMBOL LEGEND:

EXISTING 1'x1' ACOUSTICAL CEILING TILE PLASTER SUBSTRATEAND ALL FURRING AND WOOD SUPPORT FRAMING TO BE REMOVED









2



(D)

(E)




AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


MLH

AD6.2.1



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




SCALE:1SECOND REFLECTED CEILING PLAN - DEMOLITION

1/8"=1'-0"

A

A

1

5

B C D

2

3

4

B C D




1.

2.

3.

GENERAL NOTES:

135'-2"

71'-6"36'-0"27'-8"

95'-7

"

46'-0

"18

'-3"

15'-6

"15

'-10"

71'-6"36'-0"27'-8"

95'-7

"

15'-1

0"15

'-6"

18'-3

"46

'-0"

DS (D)

DS (D)


MA

TCH

AD

6.2.

1

LIN

EA

D6.

2.2

MA

TCH

A

D6.

2.1

LIN

EA

D6.

2.2

1

5

2

3

4

135'-2"

CHASE(E)

CHASE(E)

SYMBOL LEGEND:










2


COL (E) COL (E)

RD (D) RD (D)

(D)

(D)

(D)

COL (E)

COL (E)

COL (E)

COL (E)COL (E)

COL (E) COL (E)

COL (E)

COL (E) COL (E) COL (E) COL (E)

COL (E)

(D)

(D)

COL (E)RD (E)

RD (E)

RD (E)

(D)

6

2

2

2

2

6

2

2

2

26

RD (D)


(D)

(E)




COL (E)

RD (E)

ROD(E)

ROD(E)

COL (E)

COL (E)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text




SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




E

1

5

D E

2

3

4

D




1.

2.

3.

GENERAL NOTES:

74'-0"

95'-7

"

46'-0

"18

'-3"

15'-6

"15

'-10"

95'-7

"

15'-1

0"15

'-6"

18'-3

"46

'-0"

DS (D)

DS (D)

MLH

AD6.2.2

MA

TCH

AD

6.2.

1

LIN

EA

D6.

2.2

MA

TCH

A

D6.

2.1

LIN

EA

D6.

2.2

1

5

2

3

4

74'-0"

DS (D)

DS (D)DS (D)


SYMBOL LEGEND:










2


3

7

3 3 3

3

333

33

33

3 3

3

6

6

6

VOID

3 3


(D)

(E)




AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


MLH

AD6.3



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




SCALE:1MECHANICAL / ATTIC PLAN - DEMOLITION

1/8"=1'-0"

A

A

1

5

B C D

2

3

4

B C D




1.

2.

3.

GENERAL NOTES:

VTR (E)

135'-2"

71'-6"36'-0"27'-8"

95'-7

"

15'-1

0"15

'-6"

18'-3

"46

'-0"

135'-2"

71'-6"36'-0"27'-8"

RD (E)

PA

RTI

AL

AD

6.3

N/A

PA

RTI

AL

AD

6.3

N/A

1

5

2

3

495'-7

"

46'-0

"18

'-3"

15'-6

"15

'-10"

1

RD (E)

SYMBOL LEGEND:










2



(D)

(E)




AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


MLH

AD6.4



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




SCALE:2SECOND PARTIAL REFLECTED CEILING PLAN - DEMOLITION (NORTH) - ADD ALTERNATE NO. 2

1/8"=1'-0"




1.

2.

3.

GENERAL NOTES:

SCALE:1SECOND PARTIAL REFLECTED CEILING PLAN - DEMOLITION (SOUTH) - ADD ALTERNATE NO. 1

1/8"=1'-0"

D E

4

5

ED

5

4

2

3

D

2

3

D

MA

TCH

1/A

D6.

4

LIN

EA

D6.

2.2

MA

TCH

1/A

D6.

4

LIN

EA

D6.

2.2

MA

TCH

AD

6.2.

1

LIN

E2/

AD

6.4

MA

TCH

AD

6.2.

1

LIN

E2/

AD

6.4

COL (E)

COL (E)

COL (E)

COL (D)

COL (E)

CHASE (E)

55'-4"

7'-9

"15

'-6"

4'-6

"

4'-6

"15

'-6"

10'-2

"

55'-4"

74'-0"

46'-0

"

74'-0"

46'-0

"

SYMBOL LEGEND:






EXISTING EXIT LIGHT FIXTURES TO BE REMOVED. REFER TOELECTRICAL DRAWINGS


EXISTING EXIT LIGHT FIXTURES TO REMAIN. REFER TO ELECTRICADRAWINGS

(D)

(E)







2



1AD6.2.2


1AD6.2.1



62

2

7

(D)

2

6

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


TOPOGRAPHIC SURVEY

N

BURVEYING

ARKER

SELEV: 234.79(NGVD29)

A1.0



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET

AutoCAD SHX Text

CONC

AutoCAD SHX Text

SWK

AutoCAD SHX Text

CONC

AutoCAD SHX Text

SWK

AutoCAD SHX Text

CONC

AutoCAD SHX Text

SWK

AutoCAD SHX Text

CONC

AutoCAD SHX Text

SWK

AutoCAD SHX Text

CONC

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

CONC

AutoCAD SHX Text

SWK

AutoCAD SHX Text

CONC SWK

AutoCAD SHX Text

CONC SWK

AutoCAD SHX Text

PAVERS

AutoCAD SHX Text

CONC SWK

AutoCAD SHX Text

WHEEL STOP (TYP)

AutoCAD SHX Text

WHEEL STOP (TYP)

AutoCAD SHX Text

WHEEL STOP (TYP)

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

BIKE RACK

AutoCAD SHX Text

BIKE RACK

AutoCAD SHX Text

CONC

AutoCAD SHX Text

BLDG OH

AutoCAD SHX Text

12" BRICK WALL

AutoCAD SHX Text

4" WIDE BRICK WALLL

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

HEDGE

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

COVERED ENTRY

AutoCAD SHX Text

CONC

AutoCAD SHX Text

BUILDING OVERHANG

AutoCAD SHX Text

CONC SWK

AutoCAD SHX Text

CONC

AutoCAD SHX Text

COVERED

AutoCAD SHX Text

BREEZWAY

AutoCAD SHX Text

6" WIDE CONC WALL

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

EXISTING CLINICAL BUILDING

AutoCAD SHX Text

CONC

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

R/W

AutoCAD SHX Text

R/W

AutoCAD SHX Text

R/W

AutoCAD SHX Text

R/W

AutoCAD SHX Text

R/W

AutoCAD SHX Text

R/W

AutoCAD SHX Text

R/W

AutoCAD SHX Text

R/W

AutoCAD SHX Text

R/W

AutoCAD SHX Text

W/ 4' HIGH CHAIN LINK FENCE

AutoCAD SHX Text

BASEMENT FF +/- 232.0

AutoCAD SHX Text

COVERED

AutoCAD SHX Text

10" A

AutoCAD SHX Text

CAP

AutoCAD SHX Text

GATE

AutoCAD SHX Text

ASPHALT PARKING LOT

AutoCAD SHX Text

RR TIE BOARDER

AutoCAD SHX Text

RR TIE BOARDER

AutoCAD SHX Text

RR TIE BOARDER

AutoCAD SHX Text

ASPHALT PARKING LOT

AutoCAD SHX Text

BIKE RACK

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

12" WALL

AutoCAD SHX Text

12" WALL

AutoCAD SHX Text

TRASH ENCLOSURE

AutoCAD SHX Text

GENERATOR

AutoCAD SHX Text

NW POLK AVE

AutoCAD SHX Text

(25')

AutoCAD SHX Text

(25')

AutoCAD SHX Text

NW 27TH ST

AutoCAD SHX Text

(25')

AutoCAD SHX Text

(25')

AutoCAD SHX Text

NW TYLER AVE

AutoCAD SHX Text

(25')

AutoCAD SHX Text

(25')

AutoCAD SHX Text

TAX LOT 800 11 05 34 AC

AutoCAD SHX Text

R/W

AutoCAD SHX Text

R/W

AutoCAD SHX Text

BSC:1 241.64 PK

AutoCAD SHX Text

BSC:2 240.46 PK

AutoCAD SHX Text

BSC:3 239.69 PK

AutoCAD SHX Text

BSC:4 241.81 PK

AutoCAD SHX Text

BSC:5 241.88 PK

AutoCAD SHX Text

243.05

AutoCAD SHX Text

243.02

AutoCAD SHX Text

TC 242.75

AutoCAD SHX Text

242.86

AutoCAD SHX Text

242.81

AutoCAD SHX Text

GUY

AutoCAD SHX Text

242.76

AutoCAD SHX Text

242.70

AutoCAD SHX Text

TC 242.60

AutoCAD SHX Text

242.38

AutoCAD SHX Text

242.16

AutoCAD SHX Text

TC 242.19

AutoCAD SHX Text

242.87

AutoCAD SHX Text

242.88

AutoCAD SHX Text

242.67

AutoCAD SHX Text

242.63

AutoCAD SHX Text

242.03

AutoCAD SHX Text

TC 242.06

AutoCAD SHX Text

242.64

AutoCAD SHX Text

TC 242.31

AutoCAD SHX Text

241.99

AutoCAD SHX Text

SN SCHOOL ZONE

AutoCAD SHX Text

242.77

AutoCAD SHX Text

242.82

AutoCAD SHX Text

SN CLIENT PARK

AutoCAD SHX Text

242.72

AutoCAD SHX Text

DECD 7" & 9' Drip

AutoCAD SHX Text

242.47

AutoCAD SHX Text

TC 242.23

AutoCAD SHX Text

241.89

AutoCAD SHX Text

242.49

AutoCAD SHX Text

242.49

AutoCAD SHX Text

242.31

AutoCAD SHX Text

242.27

AutoCAD SHX Text

241.74

AutoCAD SHX Text

TC 242.01

AutoCAD SHX Text

242.20

AutoCAD SHX Text

242.45

AutoCAD SHX Text

DECD 8" & 11' Drip

AutoCAD SHX Text

242.27

AutoCAD SHX Text

242.12

AutoCAD SHX Text

242.10

AutoCAD SHX Text

241.87

AutoCAD SHX Text

TC 241.89

AutoCAD SHX Text

241.57

AutoCAD SHX Text

242.14

AutoCAD SHX Text

242.12

AutoCAD SHX Text

241.96

AutoCAD SHX Text

241.99

AutoCAD SHX Text

241.48

AutoCAD SHX Text

TC 241.76

AutoCAD SHX Text

241.96

AutoCAD SHX Text

242.05

AutoCAD SHX Text

DECD 7" & 12' Drip

AutoCAD SHX Text

241.84

AutoCAD SHX Text

241.90

AutoCAD SHX Text

241.73

AutoCAD SHX Text

241.67

AutoCAD SHX Text

TC 241.68

AutoCAD SHX Text

241.34

AutoCAD SHX Text

TC 241.31

AutoCAD SHX Text

241.33

AutoCAD SHX Text

241.12

AutoCAD SHX Text

TC 241.49

AutoCAD SHX Text

241.33

AutoCAD SHX Text

TC 241.31

AutoCAD SHX Text

TC 241.64

AutoCAD SHX Text

241.32

AutoCAD SHX Text

CB [RIM 241.13] RCP 6" SE IE = 239.53

AutoCAD SHX Text

241.71

AutoCAD SHX Text

241.54

AutoCAD SHX Text

241.69

AutoCAD SHX Text

241.97

AutoCAD SHX Text

241.95

AutoCAD SHX Text

241.90

AutoCAD SHX Text

241.71

AutoCAD SHX Text

TC 242.09

AutoCAD SHX Text

242.32

AutoCAD SHX Text

242.46

AutoCAD SHX Text

242.37

AutoCAD SHX Text

242.77

AutoCAD SHX Text

CO

AutoCAD SHX Text

242.59

AutoCAD SHX Text

242.20

AutoCAD SHX Text

242.19

AutoCAD SHX Text

SN STOP

AutoCAD SHX Text

TC 241.98

AutoCAD SHX Text

241.55

AutoCAD SHX Text

241.42

AutoCAD SHX Text

TC 241.47

AutoCAD SHX Text

241.57

AutoCAD SHX Text

TC 241.60

AutoCAD SHX Text

241.75

AutoCAD SHX Text

TC 242.04

AutoCAD SHX Text

TC 242.44

AutoCAD SHX Text

242.08

AutoCAD SHX Text

CB [RIM 241.43] RCP 6" NE IE = 239.77

AutoCAD SHX Text

241.78

AutoCAD SHX Text

241.84

AutoCAD SHX Text

242.12

AutoCAD SHX Text

S

AutoCAD SHX Text

SSMH [RIM 242.08] RCP 8" N IE = 232.74 RCP 8" S IE = 232.78 RCP 8" W IE = 233.88

AutoCAD SHX Text

242.04

AutoCAD SHX Text

242.48

AutoCAD SHX Text

242.67

AutoCAD SHX Text

242.61

AutoCAD SHX Text

242.33

AutoCAD SHX Text

242.42

AutoCAD SHX Text

242.32

AutoCAD SHX Text

242.18

AutoCAD SHX Text

242.29

AutoCAD SHX Text

242.09

AutoCAD SHX Text

241.99

AutoCAD SHX Text

241.62

AutoCAD SHX Text

241.61

AutoCAD SHX Text

241.34

AutoCAD SHX Text

241.85

AutoCAD SHX Text

242.10

AutoCAD SHX Text

242.14

AutoCAD SHX Text

242.18

AutoCAD SHX Text

242.01

AutoCAD SHX Text

241.81

AutoCAD SHX Text

241.67

AutoCAD SHX Text

241.84

AutoCAD SHX Text

241.68

AutoCAD SHX Text

241.53

AutoCAD SHX Text

241.21

AutoCAD SHX Text

TC 241.52

AutoCAD SHX Text

241.51

AutoCAD SHX Text

241.63

AutoCAD SHX Text

GUY

AutoCAD SHX Text

241.70

AutoCAD SHX Text

241.78

AutoCAD SHX Text

241.75

AutoCAD SHX Text

SENIOR CENTER

AutoCAD SHX Text

241.09

AutoCAD SHX Text

242.79

AutoCAD SHX Text

CHERRY 11" & 18' Drip

AutoCAD SHX Text

SN STOP

AutoCAD SHX Text

241.74

AutoCAD SHX Text

H

AutoCAD SHX Text

Y

AutoCAD SHX Text

D

AutoCAD SHX Text

TC 241.67

AutoCAD SHX Text

241.40

AutoCAD SHX Text

TC 241.44

AutoCAD SHX Text

241.42

AutoCAD SHX Text

TC 241.41

AutoCAD SHX Text

241.40

AutoCAD SHX Text

241.41

AutoCAD SHX Text

TC 241.70

AutoCAD SHX Text

TC 241.40

AutoCAD SHX Text

241.36

AutoCAD SHX Text

241.37

AutoCAD SHX Text

TC 241.38

AutoCAD SHX Text

TC 241.49

AutoCAD SHX Text

241.16

AutoCAD SHX Text

241.39

AutoCAD SHX Text

241.53

AutoCAD SHX Text

241.40

AutoCAD SHX Text

TC 241.78

AutoCAD SHX Text

241.92

AutoCAD SHX Text

241.98

AutoCAD SHX Text

DS

AutoCAD SHX Text

242.32

AutoCAD SHX Text

242.13

AutoCAD SHX Text

TC 242.11

AutoCAD SHX Text

241.74

AutoCAD SHX Text

241.75

AutoCAD SHX Text

TC 241.79

AutoCAD SHX Text

TC 241.75

AutoCAD SHX Text

241.70

AutoCAD SHX Text

TC 241.68

AutoCAD SHX Text

241.68

AutoCAD SHX Text

TC 242.11

AutoCAD SHX Text

241.56

AutoCAD SHX Text

242.66

AutoCAD SHX Text

TC 242.46

AutoCAD SHX Text

242.03

AutoCAD SHX Text

242.54

AutoCAD SHX Text

242.23

AutoCAD SHX Text

CB [RIM 241.49] RCP 6" W IE = 240.24

AutoCAD SHX Text

241.71

AutoCAD SHX Text

241.47

AutoCAD SHX Text

241.94

AutoCAD SHX Text

242.07

AutoCAD SHX Text

SN CLIENT PARK

AutoCAD SHX Text

PUBLIC SERVICES BUILDING

AutoCAD SHX Text

DECD 19" & 27' Drip

AutoCAD SHX Text

TC 241.59

AutoCAD SHX Text

241.29

AutoCAD SHX Text

241.23

AutoCAD SHX Text

TC 241.25

AutoCAD SHX Text

241.65

AutoCAD SHX Text

241.35

AutoCAD SHX Text

241.45

AutoCAD SHX Text

241.03

AutoCAD SHX Text

TC 241.36

AutoCAD SHX Text

241.31

AutoCAD SHX Text

241.30

AutoCAD SHX Text

241.50

AutoCAD SHX Text

241.39

AutoCAD SHX Text

241.18

AutoCAD SHX Text

240.90

AutoCAD SHX Text

TC 241.26

AutoCAD SHX Text

TC 240.96

AutoCAD SHX Text

240.90

AutoCAD SHX Text

TOE 241.40

AutoCAD SHX Text

POST CIG

AutoCAD SHX Text

TOE 241.64

AutoCAD SHX Text

TOE 242.52

AutoCAD SHX Text

TOE 241.89

AutoCAD SHX Text

241.32

AutoCAD SHX Text

TB 242.37

AutoCAD SHX Text

TB 242.12

AutoCAD SHX Text

TB 242.12

AutoCAD SHX Text

241.74

AutoCAD SHX Text

242.04

AutoCAD SHX Text

241.04

AutoCAD SHX Text

240.92

AutoCAD SHX Text

241.03

AutoCAD SHX Text

TC 241.12

AutoCAD SHX Text

240.69

AutoCAD SHX Text

240.97

AutoCAD SHX Text

241.23

AutoCAD SHX Text

241.08

AutoCAD SHX Text

240.98

AutoCAD SHX Text

240.61

AutoCAD SHX Text

TC 240.97

AutoCAD SHX Text

240.85

AutoCAD SHX Text

241.05

AutoCAD SHX Text

TB 241.94

AutoCAD SHX Text

DECD 33" & 45' Drip

AutoCAD SHX Text

241.20

AutoCAD SHX Text

241.05

AutoCAD SHX Text

241.01

AutoCAD SHX Text

TC 240.80

AutoCAD SHX Text

240.53

AutoCAD SHX Text

240.85

AutoCAD SHX Text

240.96

AutoCAD SHX Text

240.71

AutoCAD SHX Text

240.56

AutoCAD SHX Text

W

AutoCAD SHX Text

G

AutoCAD SHX Text

GV

AutoCAD SHX Text

240.30 DIP 3"

AutoCAD SHX Text

240.38

AutoCAD SHX Text

TC 240.64

AutoCAD SHX Text

240.74

AutoCAD SHX Text

240.70

AutoCAD SHX Text

S

AutoCAD SHX Text

SSMH [RIM 240.79] RCP 10" N IE = 230.21 DIP 8" NE IE = 234.05 RCP 10" S IE = 230.34 RCP 8" W IE = 230.74

AutoCAD SHX Text

240.66

AutoCAD SHX Text

PP W/ PWRM

AutoCAD SHX Text

240.51

AutoCAD SHX Text

240.26

AutoCAD SHX Text

TC 240.57

AutoCAD SHX Text

240.61

AutoCAD SHX Text

240.52

AutoCAD SHX Text

240.28

AutoCAD SHX Text

240.45

AutoCAD SHX Text

TC 240.40

AutoCAD SHX Text

240.08

AutoCAD SHX Text

240.37

AutoCAD SHX Text

240.49

AutoCAD SHX Text

240.37

AutoCAD SHX Text

240.23

AutoCAD SHX Text

239.98

AutoCAD SHX Text

TC 240.30

AutoCAD SHX Text

240.38

AutoCAD SHX Text

240.38

AutoCAD SHX Text

240.25

AutoCAD SHX Text

240.14

AutoCAD SHX Text

TC 240.14

AutoCAD SHX Text

239.87

AutoCAD SHX Text

240.08

AutoCAD SHX Text

240.16

AutoCAD SHX Text

240.05

AutoCAD SHX Text

239.96

AutoCAD SHX Text

239.75

AutoCAD SHX Text

TC 240.06

AutoCAD SHX Text

240.04

AutoCAD SHX Text

240.04

AutoCAD SHX Text

239.71 DIP 4"

AutoCAD SHX Text

OLD FIRE ALARM

AutoCAD SHX Text

P

AutoCAD SHX Text

G

AutoCAD SHX Text

241.90

AutoCAD SHX Text

TB 241.58

AutoCAD SHX Text

241.62

AutoCAD SHX Text

F

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

VLT

AutoCAD SHX Text

CO

AutoCAD SHX Text

P

AutoCAD SHX Text

PWRCAB

AutoCAD SHX Text

HVAC

AutoCAD SHX Text

DS

AutoCAD SHX Text

BIOHAZARD DROP

AutoCAD SHX Text

DS

AutoCAD SHX Text

P

AutoCAD SHX Text

PWRJB

AutoCAD SHX Text

S

AutoCAD SHX Text

SSMH [RIM 241.22] CO IE =229.03

AutoCAD SHX Text

239.97

AutoCAD SHX Text

239.96

AutoCAD SHX Text

TC 239.93

AutoCAD SHX Text

239.51

AutoCAD SHX Text

239.82

AutoCAD SHX Text

TC 239.51

AutoCAD SHX Text

239.49

AutoCAD SHX Text

TC 239.39

AutoCAD SHX Text

239.38

AutoCAD SHX Text

239.48

AutoCAD SHX Text

TC 239.80

AutoCAD SHX Text

SN STOP

AutoCAD SHX Text

CB [RIM 239.42] RCP 6" NE IE - 237.52

AutoCAD SHX Text

S

AutoCAD SHX Text

SSMH [RIM 240.01] RCP 10" N IE = 228.11 PVC 6" NW IE = 235.71 RCP 10" S IE = 228.21 PVC 6" SE IE = 235.61

AutoCAD SHX Text

239.82

AutoCAD SHX Text

240.07

AutoCAD SHX Text

239.78

AutoCAD SHX Text

239.78

AutoCAD SHX Text

240.15

AutoCAD SHX Text

240.02

AutoCAD SHX Text

239.95

AutoCAD SHX Text

239.47

AutoCAD SHX Text

TC 239.84

AutoCAD SHX Text

240.00

AutoCAD SHX Text

240.14

AutoCAD SHX Text

240.82

AutoCAD SHX Text

TB 241.56

AutoCAD SHX Text

TB 240.89

AutoCAD SHX Text

TB 242.00

AutoCAD SHX Text

239.98

AutoCAD SHX Text

TC 239.89

AutoCAD SHX Text

239.51

AutoCAD SHX Text

TC 239.47

AutoCAD SHX Text

239.44

AutoCAD SHX Text

239.36

AutoCAD SHX Text

TC 239.76

AutoCAD SHX Text

239.96

AutoCAD SHX Text

239.43

AutoCAD SHX Text

TC 239.95

AutoCAD SHX Text

240.14

AutoCAD SHX Text

240.38

AutoCAD SHX Text

241.35

AutoCAD SHX Text

241.68

AutoCAD SHX Text

241.69

AutoCAD SHX Text

241.03

AutoCAD SHX Text

240.27

AutoCAD SHX Text

240.29

AutoCAD SHX Text

240.22

AutoCAD SHX Text

TC 240.11

AutoCAD SHX Text

239.61

AutoCAD SHX Text

239.97

AutoCAD SHX Text

239.81

AutoCAD SHX Text

239.80

AutoCAD SHX Text

239.77

AutoCAD SHX Text

239.69

AutoCAD SHX Text

CB [RIM 239.34] RCP 6" E IE = 237.54

AutoCAD SHX Text

240.04

AutoCAD SHX Text

239.74

AutoCAD SHX Text

TC 240.09

AutoCAD SHX Text

240.40

AutoCAD SHX Text

241.26

AutoCAD SHX Text

240.78

AutoCAD SHX Text

240.46

AutoCAD SHX Text

240.58

AutoCAD SHX Text

TC 240.26

AutoCAD SHX Text

239.90

AutoCAD SHX Text

240.43

AutoCAD SHX Text

240.27

AutoCAD SHX Text

240.67

AutoCAD SHX Text

240.50

AutoCAD SHX Text

240.09

AutoCAD SHX Text

TC 240.45

AutoCAD SHX Text

240.66

AutoCAD SHX Text

240.37

AutoCAD SHX Text

240.57

AutoCAD SHX Text

240.84

AutoCAD SHX Text

TC 240.66

AutoCAD SHX Text

240.26

AutoCAD SHX Text

240.58

AutoCAD SHX Text

240.85

AutoCAD SHX Text

240.13

AutoCAD SHX Text

DIP 4"

AutoCAD SHX Text

240.36

AutoCAD SHX Text

240.85

AutoCAD SHX Text

TC 240.43

AutoCAD SHX Text

240.93

AutoCAD SHX Text

TC 240.58

AutoCAD SHX Text

240.54

AutoCAD SHX Text

240.76

AutoCAD SHX Text

241.01

AutoCAD SHX Text

241.28

AutoCAD SHX Text

241.00

AutoCAD SHX Text

240.72

AutoCAD SHX Text

TC 240.77

AutoCAD SHX Text

TC 241.10

AutoCAD SHX Text

240.67

AutoCAD SHX Text

241.07

AutoCAD SHX Text

241.24

AutoCAD SHX Text

PP W/ LIGHT & PWRM

AutoCAD SHX Text

241.48

AutoCAD SHX Text

241.60

AutoCAD SHX Text

CO

AutoCAD SHX Text

TC 241.19

AutoCAD SHX Text

240.77

AutoCAD SHX Text

241.17

AutoCAD SHX Text

241.67

AutoCAD SHX Text

241.42

AutoCAD SHX Text

240.99

AutoCAD SHX Text

TC 241.41

AutoCAD SHX Text

TOE 242.12

AutoCAD SHX Text

TOE 241.72

AutoCAD SHX Text

242.24

AutoCAD SHX Text

242.48

AutoCAD SHX Text

242.52

AutoCAD SHX Text

242.71

AutoCAD SHX Text

242.02

AutoCAD SHX Text

241.92

AutoCAD SHX Text

241.72

AutoCAD SHX Text

241.75

AutoCAD SHX Text

CB [RIM 241.30] DIP 4" N IE = 240.18

AutoCAD SHX Text

242.11

AutoCAD SHX Text

242.07

AutoCAD SHX Text

241.98

AutoCAD SHX Text

241.66

AutoCAD SHX Text

242.23

AutoCAD SHX Text

242.25

AutoCAD SHX Text

241.83

AutoCAD SHX Text

241.44

AutoCAD SHX Text

241.46

AutoCAD SHX Text

241.86

AutoCAD SHX Text

242.09

AutoCAD SHX Text

242.45

AutoCAD SHX Text

242.58

AutoCAD SHX Text

242.35

AutoCAD SHX Text

242.20

AutoCAD SHX Text

242.44

AutoCAD SHX Text

242.56

AutoCAD SHX Text

242.80

AutoCAD SHX Text

242.83

AutoCAD SHX Text

242.71

AutoCAD SHX Text

242.81

AutoCAD SHX Text

242.39

AutoCAD SHX Text

242.22

AutoCAD SHX Text

242.56

AutoCAD SHX Text

242.38

AutoCAD SHX Text

241.83

AutoCAD SHX Text

242.23

AutoCAD SHX Text

242.20

AutoCAD SHX Text

242.12

AutoCAD SHX Text

242.18

AutoCAD SHX Text

241.93

AutoCAD SHX Text

242.38

AutoCAD SHX Text

242.44

AutoCAD SHX Text

242.22

AutoCAD SHX Text

242.23

AutoCAD SHX Text

241.84

AutoCAD SHX Text

242.84

AutoCAD SHX Text

242.89

AutoCAD SHX Text

242.76

AutoCAD SHX Text

241.79

AutoCAD SHX Text

241.85

AutoCAD SHX Text

242.05

AutoCAD SHX Text

242.01

AutoCAD SHX Text

241.98

AutoCAD SHX Text

242.02

AutoCAD SHX Text

POST

AutoCAD SHX Text

POST

AutoCAD SHX Text

242.02

AutoCAD SHX Text

SN HC

AutoCAD SHX Text

242.03

AutoCAD SHX Text

DECD 11" & 10' Drip

AutoCAD SHX Text

MAPLE 4" & 10' Drip

AutoCAD SHX Text

242.00

AutoCAD SHX Text

DECD 6" & 9' Drip

AutoCAD SHX Text

SN DO NOT ENTER

AutoCAD SHX Text

242.38

AutoCAD SHX Text

242.14

AutoCAD SHX Text

242.19

AutoCAD SHX Text

CO

AutoCAD SHX Text

FF=242.32

AutoCAD SHX Text

242.25

AutoCAD SHX Text

242.28

AutoCAD SHX Text

CB [RIM 241.66] DIP 4" E IE = 239.91

AutoCAD SHX Text

242.86

AutoCAD SHX Text

TR

AutoCAD SHX Text

VLT

AutoCAD SHX Text

TELPED

AutoCAD SHX Text

242.98

AutoCAD SHX Text

TB 243.40

AutoCAD SHX Text

242.91

AutoCAD SHX Text

242.88

AutoCAD SHX Text

DS

AutoCAD SHX Text

P

AutoCAD SHX Text

243.39

AutoCAD SHX Text

243.30

AutoCAD SHX Text

TOE 243.24

AutoCAD SHX Text

TOE 243.20

AutoCAD SHX Text

243.97

AutoCAD SHX Text

TOE 243.17

AutoCAD SHX Text

243.20

AutoCAD SHX Text

IV

AutoCAD SHX Text

DS

AutoCAD SHX Text

243.14

AutoCAD SHX Text

243.23

AutoCAD SHX Text

TB 243.40

AutoCAD SHX Text

CO

AutoCAD SHX Text

AD

AutoCAD SHX Text

DS

AutoCAD SHX Text

P

AutoCAD SHX Text

FF=244.11

AutoCAD SHX Text

TOE 243.22

AutoCAD SHX Text

TOE 243.06

AutoCAD SHX Text

244.00

AutoCAD SHX Text

243.09

AutoCAD SHX Text

243.15

AutoCAD SHX Text

AD

AutoCAD SHX Text

DS

AutoCAD SHX Text

243.96

AutoCAD SHX Text

TOE 243.10

AutoCAD SHX Text

TOE 242.92

AutoCAD SHX Text

242.98

AutoCAD SHX Text

243.02

AutoCAD SHX Text

243.98

AutoCAD SHX Text

TOE 243.25

AutoCAD SHX Text

TOE 242.98

AutoCAD SHX Text

243.15

AutoCAD SHX Text

DS

AutoCAD SHX Text

243.15

AutoCAD SHX Text

243.06

AutoCAD SHX Text

244.10

AutoCAD SHX Text

TOE 243.27

AutoCAD SHX Text

TOE 243.03

AutoCAD SHX Text

TB 243.38

AutoCAD SHX Text

243.30

AutoCAD SHX Text

IV

AutoCAD SHX Text

DS

AutoCAD SHX Text

243.25

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

243.26

AutoCAD SHX Text

244.14

AutoCAD SHX Text

TOE 243.33

AutoCAD SHX Text

TOE 243.08

AutoCAD SHX Text

AD

AutoCAD SHX Text

243.16

AutoCAD SHX Text

DS

AutoCAD SHX Text

243.14

AutoCAD SHX Text

TB 243.31

AutoCAD SHX Text

TOE 242.68

AutoCAD SHX Text

TOE 242.67

AutoCAD SHX Text

TOE 242.66

AutoCAD SHX Text

TOE 242.54

AutoCAD SHX Text

TOE 242.51

AutoCAD SHX Text

TOE 241.37

AutoCAD SHX Text

241.73

AutoCAD SHX Text

TR

AutoCAD SHX Text

VLT

AutoCAD SHX Text

TELPED

AutoCAD SHX Text

TOE 242.78

AutoCAD SHX Text

TOE 242.96

AutoCAD SHX Text

243.02

AutoCAD SHX Text

AD

AutoCAD SHX Text

TOE 242.98

AutoCAD SHX Text

TOE 243.19

AutoCAD SHX Text

244.03

AutoCAD SHX Text

DS

AutoCAD SHX Text

TOE 242.88

AutoCAD SHX Text

TOE 243.17

AutoCAD SHX Text

AD

AutoCAD SHX Text

244.03

AutoCAD SHX Text

242.92

AutoCAD SHX Text

DS

AutoCAD SHX Text

IV

AutoCAD SHX Text

242.98

AutoCAD SHX Text

TOE 243.12

AutoCAD SHX Text

TOE 243.04

AutoCAD SHX Text

244.09

AutoCAD SHX Text

242.87

AutoCAD SHX Text

DS

AutoCAD SHX Text

P

AutoCAD SHX Text

CO

AutoCAD SHX Text

CO

AutoCAD SHX Text

242.69

AutoCAD SHX Text

244.08

AutoCAD SHX Text

TOE 242.98

AutoCAD SHX Text

TOE 242.41

AutoCAD SHX Text

242.48

AutoCAD SHX Text

DS

AutoCAD SHX Text

241.59

AutoCAD SHX Text

241.65

AutoCAD SHX Text

241.82

AutoCAD SHX Text

241.46

AutoCAD SHX Text

241.61

AutoCAD SHX Text

SN COUNTY MOTORPOOL

AutoCAD SHX Text

241.00

AutoCAD SHX Text

240.90

AutoCAD SHX Text

240.85

AutoCAD SHX Text

241.81

AutoCAD SHX Text

241.87

AutoCAD SHX Text

DS

AutoCAD SHX Text

242.12

AutoCAD SHX Text

241.88

AutoCAD SHX Text

241.87

AutoCAD SHX Text

242.10

AutoCAD SHX Text

241.93

AutoCAD SHX Text

AD

AutoCAD SHX Text

241.96

AutoCAD SHX Text

FF=242.15

AutoCAD SHX Text

FF=242.19

AutoCAD SHX Text

242.17

AutoCAD SHX Text

CAR CHARGING STATION

AutoCAD SHX Text

242.32

AutoCAD SHX Text

242.32

AutoCAD SHX Text

242.33

AutoCAD SHX Text

242.34

AutoCAD SHX Text

242.20

AutoCAD SHX Text

242.16

AutoCAD SHX Text

HVAC

AutoCAD SHX Text

242.28

AutoCAD SHX Text

242.42

AutoCAD SHX Text

242.49

AutoCAD SHX Text

242.26

AutoCAD SHX Text

242.27

AutoCAD SHX Text

242.28

AutoCAD SHX Text

242.31

AutoCAD SHX Text

242.52

AutoCAD SHX Text

242.35

AutoCAD SHX Text

242.14

AutoCAD SHX Text

242.28

AutoCAD SHX Text

242.19

AutoCAD SHX Text

241.80

AutoCAD SHX Text

242.22

AutoCAD SHX Text

242.18

AutoCAD SHX Text

241.92

AutoCAD SHX Text

241.88

AutoCAD SHX Text

242.01

AutoCAD SHX Text

242.02

AutoCAD SHX Text

242.40

AutoCAD SHX Text

242.35

AutoCAD SHX Text

241.68

AutoCAD SHX Text

241.78

AutoCAD SHX Text

241.65

AutoCAD SHX Text

241.67

AutoCAD SHX Text

242.07

AutoCAD SHX Text

242.08

AutoCAD SHX Text

241.70

AutoCAD SHX Text

242.01

AutoCAD SHX Text

242.09

AutoCAD SHX Text

CB [RIM 241.74] DIP 4" N IE = 240.16

AutoCAD SHX Text

CB [RIM 241.64] DIP 8" SE ID = 239.89

AutoCAD SHX Text

240.80

AutoCAD SHX Text

241.37

AutoCAD SHX Text

241.77

AutoCAD SHX Text

242.04

AutoCAD SHX Text

242.02

AutoCAD SHX Text

242.04

AutoCAD SHX Text

241.97

AutoCAD SHX Text

242.04

AutoCAD SHX Text

TOE 241.47

AutoCAD SHX Text

242.12

AutoCAD SHX Text

FF=242.10

AutoCAD SHX Text

242.17

AutoCAD SHX Text

242.12

AutoCAD SHX Text

DS

AutoCAD SHX Text

CO

AutoCAD SHX Text

IR 3\4"

AutoCAD SHX Text

IP 1" BENT E

AutoCAD SHX Text

IP 1"

AutoCAD SHX Text

IP 1"

AutoCAD SHX Text

TC 241.27

AutoCAD SHX Text

240.97

AutoCAD SHX Text

IP 3\4"

AutoCAD SHX Text

IP 1"

AutoCAD SHX Text

N0°37'32"E 295.08'

AutoCAD SHX Text

S89°05'27"E 153.08'

AutoCAD SHX Text

S0°05'01"W 293.09'

AutoCAD SHX Text

N89°49'51"W 155.86'

AutoCAD SHX Text

242

AutoCAD SHX Text

242

AutoCAD SHX Text

242

AutoCAD SHX Text

242

AutoCAD SHX Text

242

AutoCAD SHX Text

242

AutoCAD SHX Text

242

AutoCAD SHX Text

242

AutoCAD SHX Text

242

AutoCAD SHX Text

242

AutoCAD SHX Text

242

AutoCAD SHX Text

242

AutoCAD SHX Text

242

AutoCAD SHX Text

242

AutoCAD SHX Text

241

AutoCAD SHX Text

242

AutoCAD SHX Text

243

AutoCAD SHX Text

242

AutoCAD SHX Text

242

AutoCAD SHX Text

241

AutoCAD SHX Text

241

AutoCAD SHX Text

241

AutoCAD SHX Text

240

AutoCAD SHX Text

240

AutoCAD SHX Text

241

AutoCAD SHX Text

241

AutoCAD SHX Text

242

AutoCAD SHX Text

DISCLAIMER: UTILITIES DEPICTED ARE BASED ON EVIDENCE FOUND IN THE FIELD, MUNICIPALITY AND/OR OTHER GOVERNMENT ENTITY AS-BUILT PLANS, CONTRACTOR PLANS AND OTHER DOCUMENTS OF RECORD. BARKER SURVEYING ASSUMES NO RESPONSIBILITY FOR UTILITIES THAT ARE NO LONGER IN USE, INSTALLED AFTER THE DATE OF ACTUAL SURVEY, NOT IDENTIFIED OR NOT LOCATED. THIS INCLUDES UTILITIES UPON PUBLIC OR PRIVATE PROPERTY. SPECIFIC UTILITY POSITIONS INDICATED ON THE GROUND SURFACE PROVIDED BY LOCATION SERVICES MAY VARY DUE TO UNDERGROUND DETECTION CAPABILITIES.

AutoCAD SHX Text

DRAWN BY:

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SCALE:

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DATE:

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LOCATION:

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SURVEY FOR

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JOB NUMBER:

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FAX (503) 363-2469

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PHONE (503) 588-8800

AutoCAD SHX Text

SALEM, OREGON 97317

AutoCAD SHX Text

3657 KASHMIR WAY SE

AutoCAD SHX Text

EMAIL:[email protected]

AutoCAD SHX Text

BARKER SURVEYING

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COUNTY, OREGON

AutoCAD SHX Text

BENTON COUNTY HEALTH SERVICES

AutoCAD SHX Text

40712

AutoCAD SHX Text

530 NW 27TH

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NE 1/4 SECTION 34

AutoCAD SHX Text

T11S, R5W, W.M.

AutoCAD SHX Text

CITY OF CORVALLIS

AutoCAD SHX Text

BENTON

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1"=20'

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07/26/2017

AutoCAD SHX Text

RJC

AutoCAD SHX Text

SHEET 1 OF 1

AutoCAD SHX Text

LAND SURVEYOR

AutoCAD SHX Text

PROFESSIONAL

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REGISTERED

AutoCAD SHX Text

2687

AutoCAD SHX Text

GREGORY L. WILSON

AutoCAD SHX Text

O R E G O N

AutoCAD SHX Text

JULY 19, 1994

AutoCAD SHX Text

EXPIRATION DATE: 6/30/2018

AutoCAD SHX Text

1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

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10

AutoCAD SHX Text

20

AutoCAD SHX Text

10

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

40

AutoCAD SHX Text

0

AutoCAD SHX Text

BENCHMARK UTILIZED: 402 CITY OF CORVALLIS 3" BRASS CAP, MARKED "CITY OF COR BM #14", LOCATED AT FILLMORE & COOLIDGE DR, 7' SOUTH & 1' EAST OF NW PROPERTY CORNER, IN SIDEWALK OPPOSITE OF CATCH BASIN ON FILLMORE

AutoCAD SHX Text

DIP

AutoCAD SHX Text

G

AutoCAD SHX Text

D

AutoCAD SHX Text

S

AutoCAD SHX Text

H

AutoCAD SHX Text

Y

AutoCAD SHX Text

D

AutoCAD SHX Text

W

AutoCAD SHX Text

IV

AutoCAD SHX Text

P

AutoCAD SHX Text

G

AutoCAD SHX Text

T

AutoCAD SHX Text

ABBREVIATIONS

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ASPH

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ASPHALT

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BUILDING

AutoCAD SHX Text

BLDG

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CB

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CATCH BASIN

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CONC

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CONCRETE

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AutoCAD SHX Text

CENTERLINE

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CLF

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DUCTILE IRON PIPE

AutoCAD SHX Text

EG

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EDGE OF GRAVEL

AutoCAD SHX Text

FIRE DEPT. CONNECTOR

AutoCAD SHX Text

FDC

AutoCAD SHX Text

FF

AutoCAD SHX Text

FINISH FLOOR

AutoCAD SHX Text

FIELD INLET

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FORCE MAIN

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FI

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FM

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GRAV

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HYD

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IR

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IP

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IRR

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GRAVEL

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HYDRANT

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IRON ROD

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IRON PIPE

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IRRIGATION

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JB

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LP

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MB

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MH

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OH

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PVC

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R/W

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SS

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SD

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SWK

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TC

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TR

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TS

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TYP

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VLTU

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YPC

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JUNCTION BOX

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LIGHT POLE

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MAILBOX

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MANHOLE

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OVER-HEAD

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POLYVINYL CHLORIDE

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RIGHT-OF-WAY

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SANITARY SEWER

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STORM DRAIN

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SIDEWALK

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TOP OF CURB

AutoCAD SHX Text

TRANSFORMER

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TRAFFIC SIGNAL

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TYPICAL

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UTILITY VAULT

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YELLOW PLASTIC CAP

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AD

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or

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AREA DRAIN

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CATCH BASIN

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CO

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CLEANOUT

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FIRE HYDRANT

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GAS VALVE

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WATER VALVE

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WV

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GAS/POWER/WATER METER

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DOWN SPOUT

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DS

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MANHOLE TELEPHONE

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MANHOLE STORM DRAIN

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MANHOLE SANITARY SEWER

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TREES - *TREENAME* DIAMETER (INCHES)/DRIP RADIUS (FEET)

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NOTE: DIAMETER MEASURED AT BREAST HEIGHT

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MONUMENT FOUND

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TEST PIT

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TP

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UTILITY/POWER POLES

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GROUND/STREET LIGHTS

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IRRIGATION VALVE

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MAIL BOX

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CATVPED

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CATV PEDESTAL

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TELEPHONE PEDESTAL

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TELPED

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POWER PEDESTAL

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SIGN POST

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PWRPED

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SYMBOLS

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LINE TYPES

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CABLE TELEVISION LINE

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COMMUNICATION LINE

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EASEMENT LINE

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FENCE LINE

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FIBER OPTIC

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GAS LINE

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OVERHEAD LINE

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PHONE LINE

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POWER LINE

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SANITARY SEWER

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STORM DRAIN

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WATER LINE

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M

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MANHOLE

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BOTTOM OF WALL

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BW

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EP

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EDGE OF PAVEMENT

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HDPE

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HIGH DENSITY POLY

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IB

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IRON BAR

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TW

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TOP OF WALL

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P/L

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PROPERTY LINE

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POLY

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POLYETHYLENE

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A1.1



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




N0°37'32"E 295.08'

S89

°05'

27"E

153

.08'

S0°05'01"W 293.09'

N89

°49'

51"W

155

.86'

P P

P

P P P

TR VLTTR VLT

WIV

IV

IV

G

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SS

SS SS SS SS

SD

SD

SDSD

SDSD

SDSD

SDSD

WW

WW

WW

WW

WW

W W W W W W W W W W W W W W W W W W W W W W

WW

WW

WW

SD

SD

SD

SD SD SD

EE

EE

EE

G

G

G

OH

OH

OH

OH OH OH OH OH OH OH OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH

OHOH

OH

OH OH OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

O

OH

OH

OH

OH

OH OH

OH

OH

OH

OH

OH

E E E E E

NW

TY

LER

AV

E

NW 27TH ST

NW

PO

LK A

VE

G

G

G G G G G G G G G G G G

X

X

X

X

X

X X X X X X X X X X X X X X X X

X X

COMPACTPARKING

ONLY

COMPACTPARKING

ONLY

COMPACTPARKING

ONLY

COMPACTPARKING

ONLY

COMPACTPARKING

ONLY

COMPACTPARKING

ONLY

X

COM

PACT

PARKING

ONLY

SDSD

SD

SD

VLT

SCALE:1SITE PLAN - REMODEL

1"=20'-0"

CURB RADII:

A

B

3'-0" RADIUS

5'-0" RADIUS

GENERAL NOTES

DIMENSIONS ARE TO FACE OF STUDS, FACE OF MASONRY AND FACE OFCONCRETE, UNLESS OTHERWISE NOTED. ("CLEAR" DIMENSION IS TO FACE OFFINISHED SURFACE).

DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. NOTIFYARCHITECT OF ANY DISCREPANCIES OR QUESTIONABLE DIMENSIONS FORCLARIFICATION PRIOR TO PROCEEDING WITH AREA OF REQUIRED WORK.

EXISTING UNDERGROUND UTILITIES SHOWN FROM SURVEY. REFER TO CIVIL FORMODIFICATIONS AND NEW WORK

1.

2.

3.

(E)(E)

(E)

(E)

(E)CB(E)

CB(E) CB

(E)

CB(E)

CB(E)

CB(E)

CB(E)

CB(E)

CB(E)

(E)

(E)

(E)

DS

DS(E)

DS(N)CO

(E)

HYD(E)

EXISTING BUILDING

EXISTING ADJACENT BUILDINGNO WORK

PP(E)

PP(E)

PP(E)

GENERATOR(E)

GATE(E)

SIGN(E)

SIGN(E)

SIGN(E)

SIGN(E)

SIGN(E)

SIGN(E)

SIGN(E)

252.04'

242.12'

242.42'

242.17

CO(E)

F.F.E.242.32'

F.F.E.242.10'

242.01'241.84'

242.20'

A E

A E

1

5

1

5

REFERENCE NOTES:1

2

3

4

5

6

7 EXISTING BUILDING TO REMAIN

8 EXISTING FENCE TO REMAIN

9 NEW FENCE WITH GATES AS SHOWN, REFER TO

EXISTING BIKE RACK TO REMAIN10

NEW 4" PAVING STRIPES11

NEW WHEEL STOPS, PAINT, REFER TO13

EXISTING PARKING STRIPES TO BE REPAINTED12

EXISTING WHEEL STOPS TO REMAIN, REPAINT14

15

IRRIGATION DCA, SEE CIVIL DRAWINGS

16

STREET CAN BE USED FOR CONSTRUCTION PURPOSES FOR THE DURATION OFTHE PROJECT, APPLY FOR ROAD CLOSURE PERMITS AS REQUIRED

17

EXISTING ELECTRIC CAR CHARGING STATION TO BE RELOCATED, REFER TOELECTRICAL DRAWINGS

19

NEW BUILDING COLUMN/POST, REFER TO BUILDING PLANS

20

NEW COVERED WALK OVERHANG, REFER TO BUILDING PLANS21EXISTING COVERED WALK OVERHANG TO REMAIN, REFER TO BUILDING PLANS22RELOCATED BIOHAZARD DROP OFF BOX, PROVIDE NEW 3'x3' CONCRETE PAD23NOT USED24

PORTION OF EXISTING BUILDING TO BE REMODELED AND/OR EXTENDED.REFER TO BUILDING PLAN

NEW PUBLIC UTILITY EASEMENT

EXISTING ACCESS GATE TO BE REMOVED AND REINSTALLED, REFER TO BUILDINGPLANS, PAINT

NEW METAL TENSION TRELLIS/PRIVACY SCREEN, REFER TO LANDSCAPE

EXISTING LANDSCAPE AREA TO REMAIN, REFER TO LANDSCAPE DRAWINGS

26 EXISTING SIDEWALK TO REMAIN, REFER TO LANDSCAPE DRAWINGS

25

NEW LANDSCAPE AREA , REFER TO LANDSCAPE DRAWINGS

27

18

28

FDC AND DRAIN, REFER TO CIVIL DRAWING29

30

9A1.3

6A1.3

HANDICAP ACCESSIBLE MARKINGS, REFER TO CIVIL DRAWINGS

4" DIAGONAL STRIPING AT 12" o.c.

1A1.3

NOT USED

PAINTED DIRECTION ARROW, REFER TO CIVIL DRAWINGS 7A1.3

PAINTED MARKINGS, 12" TALL, TO READ AS 'COMPACT PARKING ONLY'

NEW HANDICAPPED PARKING SIGN, REFER TO2

A1.3

PP(E)

PP(E)

L.P.(E)

L.P.(E)

L.P.(E)

L.P.(E)

L.P.(E) L.P.

(E)L.P.(E)

L.P.(E)

L.P.(E)

PP.(E) PP.

(E)

L.P.(E)

L.P.(E)

WV(E)

WV(E)

WV(E)

WV(E)

WV(E)

WV(E)

8 8 8 8

10

10

12

12

14

(10)

19

10

19

19

20

7

DS(N)

DS (N)DS (N)

31 NEW BOLLARD, REFER TO8

A1.3

32 NEW EXTERIOR STAIRS, REFER TO1

A7.0

2

2

2

3

33 NEW BENCH, REFER TO SPECIFICATIONS

4

4

2

4

4

4

VISION CLEARANCE AREA34

55

L.P.(E)

6

9

TRASHENCLOSURE

11 11 11

11

11

13(25)

13(6)

13(8)

1 1 1 1

16

16

16

16

16

18

26

26

262626

26

26

26

26

27

28

31

(8)

32 23

33

34

34

3434

34

34

AB

C 8'-0" RADIUS, PER CITY STD.

1A1.2

5A1.2

3A1.2

4A1.2

10A1.3

11A1.3

2A1.2

65'-11" 209'-2" 19'-11"

15'-0"6 EQUAL STALLSAT 9'-0" = 54'-0"

22'-2"6 EQUAL STALLSAT 9'-0" = 54'-0"

64'-0"19'-1"46'-11"

46'-6

"94

'-9"

SIGN(E)

28

4 2828

RD

DS(N) 28

28

DSDS

28

27

DS

22DS

HB

HB

7'-0" 11'-4" 10'-5"TYP

4'-2"8'-6" 7'-0"6'-3"

19'-9

"20

'-8"

5'-3

"3'

-8"

45'-9

"46

'-2"

8'-9

"13

'-10"

7'-0" 18'-5" 21'-8" 19'-0"

10'-5

"TY

P

74'-0" 209'-2" 25'-10"

13'-10" 60'-2" 79'-8" 33'-4" 96'-2" 11'-11" 13'-11"

22'-4

"95

'-7"

43'-2

"

19'-4

"14

'-11"

3'-8

"

5'-3

"6'

-11"

88'-8

"8'

-6"

13'-9

"

16'-3"

20'-0

"C

LR19

'-0"

TYP 30°

LEGEND:NEW CONCRETE PAVEMENT, REFER TO CIVIL DRAWINGS

NEW CONCRETE CURB, REFER TO CIVIL DRAWINGS AND

NEW CONCRETE EXPANSION JOINT, REFER TO

NEW ASPHALT PAVING, REFER TO CIVIL DRAWINGS

PROPERTY LINE

3A1.3

4A1.3

EXISTING CURB TO REMAIN, REFER TO CIVIL DRAWINGS AND

NEW SIGN, REFER TO CIVIL DRAWINGS,(RR) DESIGNATES REMOVE AND RELOCATE

(N)

SD

CB AD

NEW STORM DRAIN, (E) DESIGNATES EXISTING TO REMAIN,REFER TO CIVIL DRAWINGS

NEW CATCH BASIN AND/OR AREA DRAIN, (E) DESIGNATESEXISTING TO REMAIN, REFER TO CIVIL DRAWINGS

5A1.3

EASEMENT (EXISTING), U.O.N.

13

EXISTING BASEMENTACCESSFF = +/- 232.0'

CB(E)

CO(E)

AD(E)

DN

242.17'

242.32'

DS (N)DS (N)

15 15 15

2

2

33

11

(6)

1 1

1616

18

21

26

30

31 (8)

B B

DS

25

DN

DN

DN

5'-2

"5'

-0" M

IN60

°

AD

AD

CB

19'-0

"

4'-1

1"

DSDS

C

60°

C17

3'-8

"25

'-10"

5'-1

0"33

'-0"

10'-5

"5'

-0"

29

1818

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A1.2



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




DSD

SDSD

SDSD

SD

X

X

X

X

X

X

X X X

X

X

X

X

X

S

SCALE:

ENLARGED SITE PLAN - TRASH AREA / EXTERIOR STAIRS1 1'=10'-0"

ENLARGED PLAN REFERENCE NOTES:NEW LANDSCAPE AREA, REFER TO LANDSCAPE DRAWINGS

SD

SCALE:

ENLARGED SITE PLAN - SIDEWALK RAMP3 1'=10'-0"

SD

SS

SS

SCALE:

ENLARGED SITE PLAN - SIDEWALK RAMP4 1'=10'-0"

P PVLT

W

G

SS

WW

W

W

WW

EE

EE

G

G

OH

OH

OH

OH

E E E E E E

SCALE:

ENLARGED SITE PLAN - TRASH AREA / EXTERIOR STAIRS5 1'=10'-0"

COMPACTPARKING

ONLY

SCALE:

ENLARGED SITE PLAN - NEW WEST ENTRANCE2 1'=10'-0"

32'-9"A

19'-0"

12'-11" 6'-1"

1'-11"

16'-0" 8'-0"TYP

6'-11"

9" 1'-2"

1'-6"

℄℄ ℄ ℄

A

1 1

5'-2

"49

'-6"

3'-1

0"12

'-8"

5'-6

"27

'-6"

12'-6" 2'-0"

5'-2

"49

'-6"

23'-4

"17

'-11"

8'-3

"

15'-0

"

1'-6

"

5'-6

"

1'-4

"

11'-3

"1'

-6"

32'-10"

27'-10" 5'-0"

16'-10" 5'-6"

1'-0"

4'-0"

6"

℄ ℄

CO (E)

HB (N)

DS (N)

DS (N)

BOL

BOL

BOL BOL BOL

NEW BOLLARD, REFER TO8

A1.3NEW STAIR AND FOOTINGS, REFER TO STRUCTURAL DRAWINGS

NEW FENCE AND GATES AS SHOWN

NEW STEEL ANGLE AT TRASH ENCLOSURE PERIMETER, REFER TO12

A1.3NEW BENCH

NEW DETECTABLE DOMES, REFER TO CIVIL DRAWINGS

EXISTING SIDEWALK TO REMAIN

EXISTING FDC AND VAULT TO REMAIN TO BE REMOVED, SERVICES TO REMAIN

NEW PLANTERS, REFER TO LANDSCAPE DRAWINGS

NEW STEEL TRELLIS, REFER TO LANDSCAPE DRAWINGS

NEW ELECTRICAL SERVICE, REFER TO ELECTRICAL DRAWING

EXPOSED GAS LINES TO REMAIN, PAINT

LEGEND:NEW CONCRETE PAVEMENT, REFER TO CIVIL DRAWINGS

NEW CONCRETE CURB, REFER TO CIVIL DRAWINGS AND

NEW CONCRETE EXPANSION JOINT, REFER TO

NEW ASPHALT PAVING, REFER TO CIVIL DRAWINGS

PROPERTY LINE

3A1.3

4A1.3

EXISTING CURB TO REMAIN, REFER TO CIVIL DRAWINGS AND

NEW SIGN, REFER TO CIVIL DRAWINGS,(RR) DESIGNATES REMOVE AND RELOCATE

(N)

SD

CB AD

NEW STORM DRAIN, (E) DESIGNATES EXISTING TO REMAIN,REFER TO CIVIL DRAWINGS

NEW CATCH BASIN AND/OR AREA DRAIN, (E) DESIGNATESEXISTING TO REMAIN, REFER TO CIVIL DRAWINGS

5A1.3

EASEMENT (EXISTING), U.O.N.

1

2

3

4

5

6

7

8

9

10

11

12

13

7

4

4

4 2 TYP

RECYCLE,2 YD3'x3' SPECIALWASTE3'x3'RECYCLING (5)

4

4

5

51

3

D

D

2 2

℄ ℄

℄℄

COLCOLCOLCOL

COL COL

DS (N)

CO (E)AD (E)

BOL

BOL

BOL BOL

BOL

BOL

BOL

BOL

COL

26'-2" 4'-11"

9'-0" 17'-2"

7'-1" 8'-0" 2'-1"

24'-0

"15

'-9"

4'-1

0"10

'-11"

20'-4

"3'

-8"

℄℄

℄℄

5'-0

"8'

-0"

7'-4

"8"

8'-0

"2'

-3"

24'-0

"15

'-9"

4'-5

"15

'-11"

3'-8

"

5'-0

"8'

-0"

2'-1

1"

DS (N)

2 TYP

5 5

℄ ℄ ℄

℄

8'-0" 11'-2" 14'-0" 6'-10" 8'-0"

5'-4"1'-6"

22'-1

"

℄℄

1'-9

"3'

-0"

3'-8

"

7'-1

0"

22'-3

"

1'-4

"7'

-10"

℄

℄

UP

3'-10"7'-4"2'-8"5'-0"6"

8'-5

"

1'-4

"

4'-6

"

2'-5

"5'

-9"

6"5'

-9"

48'-2"2"

1'-1

"

48'-2"

5'-6" 10'-0" 5'-0" 7'-4" 5'-6" 14'-10"

DN

DN

DN

RD (N)

M.H.(E)

PUBLIC UTILITYEASEMENT

6 11

11 9

8

13

CB(E)

1

8

8

7

7

8

8

SIGN(E)

1

CB(E)

7

15'-10"

3'-0" 4'-10"F.V.

6'-0"2'-0"

15'-9

"

2'-0

" 3'-0

"4'

-7"

F.V

.6'

-1"

15'-10"

6'-1" 7'-9" 2'-0"

15'-1

1"

5'-1

1"7'

-11"

F.V

.2'

-0"

3'-0"1'-8"3'-3"

1'-0"

1'-0"

1'-0

"

AD

GA

TE 3

GA

TE 2GATE 1

3'-3

"4'

-6"

6"

℄℄

CONCRETE WHEEL STOP146

A1.36" CONCRETE PAD OVER 8" CRUSHED AGGREGATE BASE15

GATE SCHEDULE:

NO. SIZE TYPE MAT'L HDWR NOTES

GATE 1 PR 6'-3" CHAIN LINK MINI MESH 1

GATE 2 3'-0"x6'-0" CHAIN LINK MINI MESH 2

GATE 3 3'-0"x6'-0" CHAIN LINK MINI MESH 3

GATE HARDWARE:

GATE 1:6 HINGES1 CANE BOLT2 DOOR LIMITORS TO PREVENT SWING BEYOND 120°

LATCH TO SECURE NON-BOLTED GATE WITH PADLOCK HASP

GATE 2:3 HINGES1 LATCH WITH PADLOCK HASP

GATE 3:3 HINGES1 PANIC BAR EXIT DEVICE1 EXIT DEVICE TRIM1 CORE (SUPPLIED BY DOOR HARDWARE SUPPLIER)1 CLOSER1 LATCH

AD14

240.63FF

242.32FF

10A8.1

5A8.1

SIM

10A8.1

15

13A1.3

14A1.3

SLO

PE

1 4:12

MA

X

1:12 MAX

1:12 MAX

6"13'-0"

6"3'-6" 4'-6"

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A1.3



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




2'-0" MIN.

SCALE:1HANDICAP PAINTED SYMBOL

1" = 1'-0" 1630-A1.3-01

2'-4

" MIN

.

BLUE FIELD,RETRO-REFLECTIVE,WITH REFLECTIVEGLASS BEADS

PAINT WHITE,RETRO-REFLECTIVE.STROKE WIDTH = 3", WITHREFLECTIVE GLASSBEADS

4'-0

"1'

-6"

1"

3"

8"

2"x2"x78" GALV. STEEL TUBE POST. (CAP

TOP OF POST) EMBED IN 12" DIA. CONC. TODEPTH OF 3'-6". SECURE SIGNS WITH (2)STAINLESS STEEL R.H. SCREWS &WASHERS (PAINT WHITE)

NOTE:VERIFY CURRENT FINE PER O.R.S. ANDINCLUDE IN SIGNAGE TEXT

PROVIDE 'VAN ACCESSIBLE' SIGN AT ALLSPACES ADJACENT TO LEFT SIDE OF 8'-0"WIDE AISLE

WHITE STRIPE

VAN ACCESSIBLE

134"

.080 SHEET ALUM. PAINT BOTH SIDES

WHITE HANDICAP SYMBOL IN BLUEFIELD

34" HIGH WHITE LETTERS (HELVETICA

MEDIUM)

1'-0"

5"11 2"

134"

SCALE:

ACCESSIBLEPARKING SPACE SIGN

2 1" = 1'-0" 1630-A1.3-02

CONTROL JOINT EXPANSION JOINT

1/3

2/3 TO

TAL

SLA

BTH

ICK

NE

SS

SCALE:

CONCRETE JOINT DETAILS3 6" = 1'-0" 1630-A1.3-03

18" 1

2"EASED EDGES

SELF-LEVELING SEALANT

EXPANSION JOINTMATERIAL

NEW ASPHALT CONCRETE PAVEMENT OVERBASE COURSE PER CIVIL AS OCCURS

SCALE:

CONCRETE CURB4 1 1/2" = 1'-0" 1630-A1.3-04

4"4"

12" RADIUS

16" DEEP CONC CURB

4" CONC. SIDEWALK OVER 4"COMPACTED BASE ROCK WHEREOCCURS

EXPANSION JOINT MATERIALWITH SEALANT

PE

RC

IVIL

PE

RC

IVIL

8"

6"

6" 1/2"

SCALE:

DEPRESSED CURB5 1 1/2" = 1'-0" 1630-A1.3-05

4"

ASPHALT CONCRETE PAVEMENT OVER BASECOURSE PER CIVIL

16" DEEP EXTRUDED CONCRETE CURB

EXPANSION JOINT MATERIAL WITH SEALANT

CONCRETE SIDEWALK OVER COMPACTEDBASE ROCK PER CIVIL

8"

1/2"

6"

1"4"

1"

3"2"

SCALE:

CONCRETE WHEEL STOP6 1 1/2" = 1'-0" A1.3-06

8'-0" LONG PRECAST CONCRETE PARKINGBUMPER

(2) 3 4" Ø HOLES EA. BUMPER

(2) 12" Ø ANCHOR PINS PER BUMPER

PROVIDE (4) 1" X 6" DRAINAGE SLOTS PERBUMPER

2'-2

"1'

-10"

3'-0

"

4'-9"

SCALE:

PAVEMENT MARKING7 1/4" = 1'-0" 1630-A1.3-07

DIRECTIONALARROW

ARROW

PAINT SOLID WITH REFLECTIVEGLASS BEADS - TYPICAL

3'-4

"3'

-0"

2'-0"

WELDED TOP PLATE

4" SQUARE COLUMN PRIME ANDPAINT

CONCRETE FOOTING

SCALE:

EXTERIOR PIPE BOLLARD8 1/2" = 1'-0" 1630-A1.3-08

4- NO. 3 REBAR TIES

4- NO. 4 VERTICAL REBAR

CONCRETE PAVING OVER BASE PER CIVIL

10'-0" TYP.

6'-0

"

CORNER POST

6"

1'-0"TYP.

TENSION WIRE

TURN BUCKLE

STRETCHER BAR

DIAGONAL BRACE

HORIZONTAL BRACE

1 5/8" OD TOP RAIL

3'-6

"

3'-6

"

SCALE:9CHAINLINK FENCING

3/8"=1'-0" 1630-A1.3-09

CHAIN LINK FABRIC TO HAVEKNUCKLE ENDS BOTH TOP ANDBOTTOM, REFER TO SPECS FORTYPE

6"1'

-0"

6"

6" MIN

.

7'-6

"

SCALE:

GATE DETAIL10 1 1/2" = 1'-0" 1630-A1.3-10

HINGE

GATE POST

CHAIN LINK FABRIC

GATE FRAME

PROVIDE CONCRETE SLEEVE FORCAN BOLT

CONCRETE FOOTING

NOTE :

SCALE:

GATE HEAD11 1 1/2" = 1'-0" 1630-A1.3-11

5'-6

"

SQUARE GATE FRAME

FOR GATE SILL REFER TODETAIL 10/A1.3

SQUARE GATE POSTWITH CAP

OFFSET HINGE

FABRIC

SCALE:12TRASH ANGLE STOP

3'=1'-0" 1630-A1.3-12

12" EXPANSION ANCHORS,

EMBED 4"

GALV. 4x3x38" ANGLE

CONCRETE PAVING PER CIVIL

SCALE:

SITE SECTION13 1/4" = 1'-0" 1630-A1.3-13

15A1.3

15A1.3

CONCRETE RAMP PER STRUCTURAL

+10"1:12

12"TYP

12"TYP

1 12" DIA. STEEL HANDRAIL, PAINT

RAIL PER 15A1.3

GRADE PER CIVIL

SCALE:

STAIR SECTION14 3/4" = 1'-0" 1630-A1.3-14

STEEL RAIL 15A1.3

CONCRETE WALL BEYOND

NO. 3 AT 18" O.C.

6"COMPACTED AGGREGATE BASE

NO.4 AT 16" O.C., HOOK INTOFOOTING AND SLAB

10"

3 EQUAL RISERS (MAX 7" RISE), NOSING1

2" RADIUS, 114" LEADING EDGE MAX, (4)

TOOLED GROOVES (14" DEEP ANDWIDE) AT TREAD EDGE

112" DIA. STEEL HANDRAIL,

PAINT, EMBED 6" MIN.

NO. 3 NOSING BAR

1'-0"

1'-0

"10

"

2"

11" 1'-10"

4"

SCALE:

STEEL RAIL15 3/4" = 1'-0" 1630-A1.3-15

1 12" DIA. RAIL, TYP. PAINT

1 12" DIA. STEEL HANDRAIL, PAINT

1 12" DIA. VERT. POST, PAINT

12" DIA. PICKETS AT 4" O.C., PAINT

34" CHAMFER, TYP.

(2) NO. 4 CONTINUOUS

CONCRETE PAVING

NO. 3 AT 12" O.C. EACH SIDE OF POST

STEEL POST

6" CONCRETE WALL

10"

1'-6

"

6" CONCRETE STEM WALL

NO. 4 AT 18" O.C., ALT HOOK INTOFOOTING

4"4"

3'-6

" 2'-1

0"

1'-6"

112"

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ORS 811.615

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ORS 811.620 AND FINE

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A2.0.1



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




SCALE:1BASEMENT FLOOR PARTIAL PLAN - REMODEL (SOUTH)

1/8"=1'-0"

A

A

1

5

B C D

2

3

4

B C D




1.

2.

3.

GENERAL NOTES:

EPEP

FE (RR)

FE (RR)

FE (RR)

COL (E)

COL (E)

COL (E)COL (E)COL (E) COL (E)

COL (E)

COL (E)

COL (E)

COL (E) COL (E)

FIRESPRINKLERCONTROL(E)

135'-2"

95'-7

"

135'-2"

95'-7

"

15'-1

0"15

'-6"

18'-3

"46

'-0"

27'-8" 36'-0" 71'-6"

15'-1

0"15

'-6"

18'-3

"46

'-0"

71'-6"36'-0"27'-8"

EP (E)



NEW 2x6 WOOD STUD AT 16" o.c.



NEW CONCRETE SLAB ON GRADE PER STRUCTURAL OVER NEWVAPOR BARRIER OVER NEW AGGREGATE


NEW WOOD COLUMN, (E) DESIGNATES EXISTING TO REMAIN,REFER TO STRUCTURAL DRAWINGS

NEW STEEL COLUMN, (E) DESIGNATES EXISTING TO REMAIN,REFER TO STRUCTURAL DRAWINGS

EXISTING FIRE EXTINGUISHER TO REMAIN

NEW FIRE EXTINGUISHER CABINET TO REMAIN, (E) DESIGNATESEXISTING TO REMAIN

NEW DOOR, FRAME AND HARDWARE REFER TO DOOR SCHEDULE

EXISTING DOOR AND FRAME TO REMAIN, REFER TO DOORSCHEDULE FOR NEW HARDWARE AS NOTED(E

)

COL (E)

FE (E)

FEC

COL

COL

123

FEC (E)

NEW ELECTRICAL PANEL, (E) DESIGNATES EXISTING TO REMAIN,(RR) IS EXISTING THAT IS RELOCATED, REFER TO ELECTRICALDRAWINGS

NEW HOSE BIBB, (E) DESIGNATES EXISTING TO REMAIN, REFER TOPLUMBING DRAWINGS

NEW FLOOR DRAIN, (E) DESIGNATES EXISTING TO REMAIN, REFERTO PLUMBING DRAWINGS

NEW DOWNSPOUT TO REMAIN, (E) DESIGNATES EXISTINGDOWNSPOUT TO REMAIN

NEW ROOF DRAIN, (E) DESIGNATES EXISTING TO REMAIN, REFERTO PLUMBING DRAWINGS

EP

HB

FD

DS

RD

NEW WINDOW, REFER TO SCHEDULE ON A8.0#

NEW FLOOR BOX, (E) DESIGNATES EXISTING TO REMAIN, REFERTO PLUMBING DRAWINGS, REFER TO ELECTRICAL DRAWINGSFB

REFERENCE NOTES: (NEW WORK)NEW CASEWORK OR COUNTERTOP, REFER TO ELEVATIONS1NEW PLUMBING FIXTURE, REFER TO PLUMBING DRAWINGS2SELECTIVE INFILL OF WALL, WALL FRAMING AND/OR FINISH TO MATCHEXISTING WALL, NOTIFY ARCHITECT OF ANY DISCREPANCIES

3

FURNITURE, NIC4NEW REFRIGERATOR OR FREEZER (OFCI), REFER TO PLUMBING DRAWINGSFOR WATER CONNECTION AND ELECTRICAL DRAWINGS

5

NO WORK, UNLESS OTHERWISE NOTED6

PATCH WALL WHERE PREVIOUS DEMO OCCURRED, FINISH TO MATCH EXISTINGCONDITIONS

7

REINSTALL TV WHERE NOTED WITH (RR)8INFILL OPENING WITH NEW WOOD FRAMING AND FINISH TO MATCH EXISTINGWALL

9

PATCH AND PAINT WALL WHERE NEW WINDOW IS INSTALLED10NEW STEEL EXTERIOR STAIR, GUARD AND HANDRAIL, REFER TO STRUCTURALDRAWINGS

11

NEW MANUAL OPERABLE PARTITION REFER TO SPECIFICATIONS12

NEW DENTAL CHAIR, OFCI13NEW DENTAL CABINET, REFER TO ELECTRICAL AND MECHANICAL DRAWINGS,OFCI

14

RELOCATE ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL DRAWINGS15

INFILL OPENING IN FLOOR WITH 3 4" PLYWOOD, MAKE FLUSH SMOOTH SURFACE,PREP FOR NEW WORK

16

EXISTING LOUVER, PAINT17RELOCATE ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL DRAWINGS18

EXISTING DOOR AND FRAME TO REMAIN, PREP AND PAINT, PAINT ONLY DOORFRAME AT SIM. CONDITIONS

19

NEW 5 8" GYPSUM WALLBOARD FINISH, ADHERE TO CONCRETE SUBSTRATE20NEW DOOR, EXISTING FRAME, PAINT FRAME ONLY, REFER TO DOOR SCHEDULE21EXISTING DOOR AND FRAME, NEW HARDWARE22EXISTING EQUIPMENT TO BE REINSTALLED, REFER TO MECHANICAL DRAWINGS23AREA OF NEW INFILL FRAMING AND FLOOR SHEATHING PER STRUCTURAL24EXTEND WOOD SHEATHING TO MATCH STRUCTURAL SHEAR WALL25REINSTALL BIKE RACK BAR, PROVIDE SOLID BACKING IN WALL, PAINT26PROVIDE RESILIENT CHANNELS AT 6'-0" o.c. THIS WALL27TV (OFCI) REFER TO ELECTRICAL, MOUNT CENTERED AT HEIGHT AS NOTED,PROVIDE BACKING IN WALL

28

PANIC BUTTON FEATURE REQUIRED AT STATION, REFER TO ELECTRICAL29

NEW COPIER OR EQUIPMENT, REFER TO ELECTRICAL30

NEW TRAFFIC COATING OVER EXISTING CONCRETE, FLOAT EXISTINGCONCRETE WITH CONCRETE TOPPING MATERIAL AS NEEDED

31

NEW STEEL COLUMN, PAINT32REPLACE ALL ACCESSORIES AND FINISHES PER ELEVATIONS AND FINISHSCHEDULE33

RECONSTRUCT LOW WALL AFTER REMOVAL OF BRICK MASONRY IS COMPLETE34PROVIDE STEEL PLATE COVER (24" x 18" x 14") OVER ACCESS HOLE NECESSARYFOR PLUMBING ACCESS35

PONY WALL BELOW36

COL (E)

UP

UP

EXISITNG UTILITY TUNNEL

EXISITNG UTILITY TUNNEL

1 2 2

FD (E)

5

5

2

1

3

1A3.2

1A3.2

1

5

2

3

4

MA

TCH

A2.

0.1

LIN

EA

2.0.

2

MA

TCH

A

2.0.

1

LIN

EA

2.0.

2

3A3.2

3A3.2

1A3.6

2A3.6

1A3.6

EP (E)

EP (E)

EP EP

COL (E)

FB

FB

12

2A4.0

2A5.2

1A5.2

7A7.0

20

192

A8.3

20

19

19

19

19

19

19

1919

19

19

21

CONFERENCEROOM

001

SHOWER003

CORR.018

CORR.011

CORR.017

CORR.005

EXSTTOILET

004

BREAK006

STAIR NO. 4094

STOR012

WORK/COPY

007

ELECT/FIRESRPINKLE

08

STOR019

ELEVATOR090

ELEV.MECH

020PHONE/I.T.

021

FACILITIESSTOR.

022

MECH/ELECT.

023

STAIR NO. 3093

CLOSET024

CONFERENCEROOM

002

EXSTOFFICE

009

EXSTSUPPLIES

010

EXSTTOILET

013

STOR014

SHOP015

SHOP016

FD (E)

3

3

3

3

001-A

001-B

002

006(

E)

007(

E)

010(E)

(E)

003

(E)

012(E)

004(E)

015(

E)

016(

E)

022A

(E)

019(

E)

022B(E)

024(

E)

090-0(E)

023(

E)

020(

E)

021(E)

009(

E)

3333

33

008

EP (E)EP (E)

EP

9

9

9

5

24'-8" 11'-4" 4'-8" 20'-2" 13'-1" 10'-9" 1'-8"8'-6" 12'-8" 1'-8"

3'-4" 19'-10" 1'-6" 6'-5"10"

4'-1" 5'-2" 9'-10" 4'-7"

1'-0"

3'-4" 8'-9"

7"

24'-8" 6'-5" 4'-0"11"

4'-4" 5'-7" 10'-4" 3'-7" 14'-11" 1'-9" 10'-6" 10'-10" 3'-6" 6'-2"

3'-4" 18'-6" 2'-10" 9'-10"

8"

3'-7" 3'-3" 4'-0"

8"14

'-9"

2'-1

0"5'

-9"

2'-8

"10

'-10"

6'-3

"10

'-11"

9'-7

"

7'-0

"3'

-11"

3'-3

"3'

-0"

5'-8

"4"

4'-4

"6"

2'-1

"3'

-8"

1'-5

"7'

-7"

19'-4

"1'

-4"

4'-0

"7'

-9"

6'-3

"5'

-11"

1'-5

"1" 3'-7

"4'

-1"

1'-8

"3'

-11"4"

4'-8"

012(E)

093(E)

COL (E)

COL (E)

CG

CGCG

CGCG

CG

CG

CG

CG

3A5.2

A

B

CG

CG

CG

CG

CG

CG

CG

CG

1

1

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MLH

A2.0.2



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




SCALE:1BASEMENT FLOOR PARTIAL PLAN - REMODEL (NORTH)

1/8"=1'-0"

E

1

5

D E

2

3

4

D




1.

2.

3.

GENERAL NOTES:

74'-0"

95'-7

"

74'-0"

95'-7

"

15'-1

0"15

'-6"

18'-3

"46

'-0"

15'-1

0"15

'-6"

18'-3

"46

'-0"














)

COL (E)

FE (E)

FEC

COL

COL

123

FEC (E)






EP

HB

FD

DS

RD




3


5



7


9


11



14



16



19


28




31



PONY WALL BELOW36

EXISITNGUTILITYTUNNEL

1

5

2

3

4

MA

TCH

A2.

0.1

LIN

EA

2.0.

2

MA

TCH

A

2.0.

1

LIN

EA

2.0.

2

2A3.2

2A3.2

3A3.2

3A3.2

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MLH

A2.1.1

A

A

1

5

B C D

2

3

4

B C D



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




SCALE:1FIRST FLOOR PARTIAL PLAN - REMODEL (SOUTH)

1/8"=1'-0"

FEC

CHASE

FEC

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E) COL (E)

COL COL COL COL COL COL COL

COL (E)

COL (E)

COL (E)

CHASE

135'-2"

95'-7

"

135'-2"

95'-7

"

27'-8" 36'-0" 71'-6"

15'-1

0"15

'-6"

18'-3

"46

'-0"

71'-6"36'-0"27'-8"

46'-0

"18

'-3"

15'-6

"15

'-10"




1.

2.

3.














)

COL (E)

FE (E)

FEC

COL

COL

123

FEC (E)






EP

HB

FD

DS

RD




3


5



7


9


11



14



16



19


28




31



PONY WALL BELOW36

UP DN

UP

DN

DN

(E)

110

119-

2 (E

)

188 (E)

090-1 (E)

127 (E)

UP

DF

IMMUN-IZATION

111

EXAM121

EXAM131

EXAM132

WAIT141

WAIT146

EXAM135

EXAM137

DIRTY114

EXAM136

CLINICAL117

EXAM133

CLINICAL118

STAFF120

NURSEPREP138

SUPPLY134

VEST.145

TRIAGE149

OFFICE122

LAB/BLOODDRAW

123

PHLEB128

ENTRYVESTIBULE

125

STAIR NO. 3093RESTROOM

124

ELIGIBLITY144

JANITOR126

PROVIDEROFFICE

119

RESTROOM115

RESTROOM112

RESTROOM109

RESTROOM110

MED. RECORDSCLERK

155

PHARMACY150

STAIR NO. 4194

RECEPTION140

ELEVATOR090

STAIR NO. 2192

RESTROOM142

1

120 (E)

1

1

2 1 1 1

2

1

11111

1

1

1

1

2 2

2

FEC

1

21

2

1

2

3

3

2

1

1

2

13

2

1

2

1

2

1

1

4

4

4

1 2

11

3

COL

1

2

2

DF

1 2

WICEXAM

102

WICEXAM

107

WICEXAM

105

MC NURSES106

LACT.100

RECEPT.103

2

1

2

1

1

1A3.2

1A3.2

MA

TCH

A2.

1.1

LIN

EA

2.1.

2

MA

TCH

A

2.1.

1

LIN

EA

2.1.

2

1

5

2

3

4

3A3.2

3A3.2

1A3.6

3A3.6

3A3.6

4

EP

EP

COL(E)

3

STAIR NO. 2092

WAIT104 CORRIDOR

156

CORRIDOR130

CORRIDOR116

CORRIDOR113

CORRIDOR108

HALL101

WAIT127

1616

16 16

4

EP

STAFF147

RD (E)

DS (N)

DS (N)

DS (N)

DS (N)

FEC

CRISIS/MTG129

2 1 2 1 2 1

RD

RD

PHARMCLINICAL

154

PHARMOFFICE

152

HALL153

PHARMPACKING

151

RDCOLCOL

FEC

12A5.1

11A5.1

1A4.2

4A5.0

IB

H

EK (RR)

COL

15A5.1

3A4.2

6A4.1

3CA5.0

3CA5.0

3CA5.0

3BA5.0

3BA5.0

3AA5.0

1A5.0

A

RD (E)

7A5.0

4A4.1

1A7.0

COL COL

COL COL

3A5.1

2A5.1

4A5.1

1A4.1

16

STAIR NO. 4094

FEC

CORRIDOR148

3BA5.0

4A5.0 G

6A5.0

A

B

8A5.0

B

A

9A5.0

14A5.1

4FA5.0

5A5.0

WEIGH-IN139

HALL143

STOR172

STOR173

CORRIDOR166

CORRIDOR188

CLINICAL187

NEGPRESSURE

EXAM157

EXAM171

6

4A5.2

5

7

8

1

1 14

101

100

102

105

106

155

109

107

111

112

114

117

118

115

119-

1

121

122

123

128-

2

128-1

124

125-

2

125-

1

126 (E)

129

130

131

132

133

134

135

136

137-

1

138

140

147-1

092

142

144

145-

114

5-2

094

153

150-1 150-2 150-3

152

154

156

150-

4

7A7.0

2A5.0

B

HB

25

149

22 19

19

1922

19

22

SIM

SIM

1A5.1

5A5.1

7A5.1

10A5.1

13A5.1

4CA5.0 4

A5.0

A

4A5.0 D

E

10A5.0

B

A

2

30

111 1

1

1 2929

1TV 48"

29

305

5

5

27

RD(E)

30

29

27

TYPEOF(8)

32

20A8.2

3 3

2 1 2

30

30

3

1

2

27

27

5 30

29

29

29

29

1

29

1

29

1

29

11

19A8.2

9A8.3

9A8.1 S.O.H.

14A8.1

9A8.1

3'-6" 22'-0"R.O.

3'-6" 16'-10"

8'-0" 6'-0"D.O.D.

28

5'-4" 10'-2" 5'-0" 10'-2" 5'-4" 7'-7" 9'-4" 23'-0" 9'-6"

8"6'-0"R.O.

3'-6" 3'-6" 6'-0"R.O.

8"4'-8"4'-0"

R.O.4'-0"4'-0"

R.O.4'-0"4'-0"

R.O.3'-0" 1'-1" 5'-11" 14'-5"

R.O.

8"

4'-0"R.O.

3'-7"1'-1"

6'-0"R.O.

2'-3"1'-9" 6'-0"R.O.

4'-0" 6'-0"R.O.

5'-3"

4'-6" 1'-6"

3'-9"1'-3"

1'-7"1'-11"

5"5'-2"

5"2'-5"1'-7" 2'-7" 3'-5" 1'-5" 4'-7" 1'-9" 4'-3"

6"4'-9"1'-6"2'-3"11"

4"1'-6"2'-0"

10"4'-6" 3'-7" 5'-6"

11"

9"

2'-10"1'-1"

4'-3"2"

10"

1'-9

"6'

-0"

R.O

.2'

-11"

1"6'

-0"

R.O

.3'

-0"

6'-0

"R

.O.

3'-0

"6'

-0"

R.O

.

11"

2'-1

"6'

-0"

R.O

.1'

-5"

3'-6

"5'

-0"

6'-7

"3'

-2"

8'-0

"6'

-4"

6'-0

"R

.O.

4'-0

"4'

-0"

R.O

.2'

-8"

4"

4'-1

0"5'

-0"

1'-0

"1'

-5"

5'-6

"1'

-10"

3"

4"

1'-1

"2'-0

"2'

-7"

4'-6

"1'

-6" 2

'-4"8"

1'-7

"3'

-1"

1'-4

"

7" 2'-6

"

3'-9

"2'

-3"

1'-1

0"1'

-2"

6"5'

-6"

1'-0

" 5'-7

"2'

-2"

1'-0

"4'

-4"

1'-2

"2'

-6"

2'-8

"3'

-8"

10"

4"2'

-11"

1'-1

"

℄10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"

4"10'-10"

3" ℄ ℄ ℄ ℄ ℄ ℄℄

1'-2

"11

"

4'-0" 0"R.O.

8'-0" 6'-0"R.O.

3'-8"4"

2'-4" 6'-0"R.O.

4'-0" 6'-0"R.O.

5'-0" 6'-0"R.O.

5'-0" 6'-0"R.O.

4'-0" 6'-0"R.O.

11'-0"

4'-0"R.O.

2'-10"

3'-0"

1'-0"6"3'-6"

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

1'-10"

8"

5'-4" 1'-8" 2'-4" 3'-2" 3'-3"2'-10" 1'-9" 2'-1" 2'-11"1'-4"3"

4'-5"

3'-5" 3'-0" 4'-0" 3'-0" 4'-0" 3'-0"1'-0"

4'-4" 2'-8" 2'-4"1'-8"

3"

2'-11" 5'-1"1'-0"

2'-6" 3'-9" 5'-0"

1'-3"

4'-4" 7'-1012" 7" 9'-10" 1'-2"2'-10" 6'-3" 4'-2"

2'-6" 5'-11" 5'-6" 1'-6" 5'-5" 5'-11" 7'-3"11" 3'-1"

1'-11" 5'-5" 1'-5" 4'-4" 2'-9" 7'-4" 10'-0"

1'-5"

4'-7"

4"

1'-8

"6'

-0"

3'-7

"4'

-3"

10'-6

"5'

-0"

4"9'

-9"

5'-4

"2'

-10"

7'-5

"5'

-1"

10'-2

"4'

-5"

5'-0

"2'

-9"

10"

2'-6

"

8"

7'-0

"2"

4"

9'-8

"6"

1'-7

"4'

-1"

2'-9

"1'

-4"

5'-2

"2"

5'-6

"1'

-11"

1'-0

"

1'-1

0"9"

3'-1

0"5'

-7"

5"10

"

3'-2

"

6'-10" 3'-4" 1'-0"

1'-712" 7" 1'

-2"

2'-9

"2'

-6"

11"

℄

3"

16

COL (E)

COL (E)

COL (E) COL

COL

COL

COL

COL

COL

COL COL

COL

COL COL COL

COL

COL

COL

COL

COL

COL

COL

7'-7"5" 5"

7'-7"

1'-6

"

1'-0

"

19

22COLCOL

32 32 32 32 32 32 32

32

32

32

34

36

36

CGCG

5137-

2 (E

)

19

35 35

COL

COL

147-2

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CGCG

CGCG

CG

CG

CGCG

CG

CGCG

CG

CG

CG

17

18

CG

CG

CGCG

CGCG

CG CG

CG

CG CG

CG (4)

CG

CG

CG

CG CG CG CGCG CG

CG

CG

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


MLH

A2.1.2E

1

5

D E

2

3

4

D



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




SCALE:1FIRST FLOOR PARTIAL PLAN - REMODEL (NORTH)

1/8"=1'-0"

FE (RR)

FEC

FB (E)

HW (E)

74'-0"

95'-7

"

74'-0"

95'-7

"

15'-1

0"15

'-6"

18'-3

"46

'-0"

46'-0

"18

'-3"

15'-6

"15

'-10"




1.

2.

3.

GENERAL NOTES:

DN180-1 (E)

173 (E)

186

(E)

184

(E)

176

(E)

175

(E)

174

(E)

183

(E)

182

(E)

178

(E)

180-2 (E)

179

(E)

177

(E)

181A

(E)

185

(E)18

9A (E

)

187

(E)

188 (E)

RESTROOM160

RESTROOM161

STOR172

STOR173

OFFICE174

RESTROOM176

EXAM177

EXAM178

OFFICE175

AOD179

CORRIDOR166

CORRIDOR188

VEST180

AOD181A

OFFICE182

EXAM183

EXAM184

EXAM185

EXAM186

CLINICAL187

STAIR NO. 1191

CLOSET189B

CLOSET189A

1 1 1

111

1

1

14131314131313

COL (N)

2

1 2

1

1

333

21 8(RR)

77

6

10

6 6 6 6 6

6

10 10 10 10 10 10 181B (E)

UP

10

666

6

6

6

6

6

172 (E)

NEGPRESSURE

EXAM157

CLINICAL158

EXAM159 EXAM

162STAFF

164

PROVIDEROFFICE

165

CLINICAL168

EXAM170

EXAM171

PROCEDURE169

DIRTY167

2 2 2

2

2

1 1 1

1

1

1

5

2

3

4














)

COL (E)

FE (E)

FEC

COL

COL

123

FEC (E)






EP

HB

FD

DS

RD




3


5



7


9


11



14



16



19


28




31



PONY WALL BELOW36

MA

TCH

A2.

1.1

LIN

EA

2.1.

2

MA

TCH

A

2.1.

1

LIN

EA

2.1.

2

2A3.2

2A3.2

CLOSET181B

HALL163

2

1

3A3.2

3A3.2

DS (N)

DS (N) DS (N)DS (N)

DS (N)DS (N)DS (N)

DS (N)DS (N)

3AA5.0

3AA5.0

9A5.1

3AA5.0

3AA5.0

3AA5.0

5A4.2

3AA5.0

2

ELIGIBLITY144

STAIR NO. 2092

HALL143

ENTRYVESTIBULE

125

157

158

159 16

0

161

162

163

164

165

167

168

169

170

171

19 SIM 19SIM

19SIM

19SIM

19SIM

19SIM

19SIM

19SIM

19SIM

19SIM

19SIM

19SIM

19SIM

19SIM

26

HB

22 19SIM

EP(E)EP(E)

31

1A3.7

30

29

DS (N)DS (N)

5'-8"

8"

6'-0"R.O.

2'-5"7"

6'-0"R.O.

8'-8" 4'-9"7"

6'-0"R.O.

4'-10" 4'-8" 6'-4" 5'-2" 6'-0"R.O.

4"1'-4"

6"5'-2" 5'-11" 1'-3" 2'-1"1'-11"

5"

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

EP

4"

10'-1

"5'

-0"

2'-1

0"8'

-9"

4'-8

"6'

-6"

4'-8

"2'

-8"

11'-1

"

2"

1'-0

"9'

-1"

7'-6

"

2'-5

"6'

-0"

R.O

.2'

-6"

4'-0

"R

.O.

3'-4

"7'

-6"

6'-3

"

1'-1

0"

6'-0

"R

.O.

3'-9

"1'

-9"

5'-0

"2'

-8"

2"

10"

5'-2

"

8"

1'-0

"

10"

6"

2'-1

0"

2"1'-9"

1'-8"

3'-8"4'-7"5'-4"

9"1"

2'-11"

3"

2'-10"

5"

4'-5"1'-7"

1'-5"1'-7"

5'-2"

11'-1

"

35353535

19

4'-0"

8'-1" 6'-0"R.O.

4'-0" 6'-0"R.O.

10'-0" 6'-0"R.O.

4'-0" 6'-0"R.O.

1'-0"

2'-2" 6'-0"R.O.

3'-0" 6'-0"R.O.

5'-0" 6'-0"R.O.

4'-0" 4'-0"R.O.

4'-0" 6'-0"R.O.

5'-0" 6'-0"R.O.

4'-0" 4'-0"R.O.

4'-2" 4'-6"

8"5"8"

2'-5"1'-7"2'-9"3'-1"1'-11"1'-6"1'-6"

CG CG CG

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


MLH

A2.2.1



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




SCALE:1SECOND FLOOR PARTIAL PLAN - REMODEL (SOUTH)

1/8"=1'-0"

A

A

1

5

B C D

2

3

4

B C D

FEC

COL (E)COL (E)COL (E)

COL (E)COL (E)

COL (E)

COL (E) COL (E)

COL (E)

FIRST FLOORROOF BELOW -REFER TO ROOFPLAN A2.4

CHASE (E)

COL (E)

135'-2"

95'-7

"

135'-2"

27'-8" 36'-0" 71'-6"

15'-1

0"15

'-6"

18'-3

"46

'-0"

71'-6"36'-0"27'-8"

95'-7

"

15'-1

0"15

'-6"

18'-3

"46

'-0"

EP (E) EP (E)




1.

2.

3.














)

COL (E)

FE (E)

FEC

COL

COL

123

FEC (E)






EP

HB

FD

DS

RD




3


5

NO WORK, UNLESS OTHERWISE NOTED6PATCH WALL WHERE PREVIOUS DEMO OCCURRED, FINISH TO MATCH EXISTINGCONDITIONS

7

REINSTALL TV WHERE NOTED WITH (RR)8

INFILL OPENING WITH NEW WOOD FRAMING AND FINISH TO MATCH EXISTINGWALL

9

PATCH AND PAINT WALL WHERE NEW WINDOW IS INSTALLED10

NEW STEEL EXTERIOR STAIR, GUARD AND HANDRAIL, REFER TO STRUCTURALDRAWINGS

11


NEW DENTAL CHAIR, OFCI13

NEW DENTAL CABINET, REFER TO ELECTRICAL AND MECHANICAL DRAWINGS,OFCI

14



16

EXISTING LOUVER, PAINT17RELOCATE ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL DRAWINGS18EXISTING DOOR AND FRAME TO REMAIN, PREP AND PAINT, PAINT ONLY DOORFRAME AT SIM. CONDITIONS

19

NEW 5 8" GYPSUM WALLBOARD FINISH, ADHERE TO CONCRETE SUBSTRATE20

NEW DOOR, EXISTING FRAME, PAINT FRAME ONLY, REFER TO DOOR SCHEDULE21EXISTING DOOR AND FRAME, NEW HARDWARE22EXISTING EQUIPMENT TO BE REINSTALLED, REFER TO MECHANICAL DRAWINGS23

AREA OF NEW INFILL FRAMING AND FLOOR SHEATHING PER STRUCTURAL24EXTEND WOOD SHEATHING TO MATCH STRUCTURAL SHEAR WALL25

REINSTALL BIKE RACK BAR, PROVIDE SOLID BACKING IN WALL, PAINT26

PROVIDE RESILIENT CHANNELS AT 6'-0" o.c. THIS WALL27TV (OFCI) REFER TO ELECTRICAL, MOUNT CENTERED AT HEIGHT AS NOTED,PROVIDE BACKING IN WALL

28

PANIC BUTTON FEATURE REQUIRED AT STATION, REFER TO ELECTRICAL29NEW COPIER OR EQUIPMENT, REFER TO ELECTRICAL30NEW TRAFFIC COATING OVER EXISTING CONCRETE, FLOAT EXISTINGCONCRETE WITH CONCRETE TOPPING MATERIAL AS NEEDED

31



PONY WALL BELOW36

CLINICAL209

5CA205

OFFICE206

OFFICE203

PSYOFFICE

250

NURSESOFFICE

249

CLINICAL248

PEERS242

CONFERENCE240

OFFICE224

OFFICE225

OFFICE226

OFFICE227

OFFICE228

OFFICE231

SOSWORKROOM

252

CHILDRENSTEAM

OFFICE216

STOR.229

COFFEE / STAFF

233

GROUP/MTG213

HOUSING241

STAFFROOM

208

PSYOFFICE

251

OFFICE232

OFFICE219

OFFICE220

OFFICE218

CLINICAL238

OFFICE200

TEAMSPACE

204

OFFICE201

TAS202

BLDGUTILITY

239OFFICE236

OFFICE237

STOR215

HALL212

RESTROOM210

RESTROOM211

CORR217

ELEV090

STAIR NO. 2192

STAIR NO. 4194

CORR253

CORR234

CORR235

STAIR NO. 4294

RESTROOM230

RESTROOM247

OFFICE221

OFFICE222

OFFICE223

UPDN

DN

11

11

15 15

15

11 11 11 11 10 10

11

12121111111111

11

11

11

11

11

DF

4

2

1

1

3

3

3

DN

090-2(E)

239 (E)

ADD ALT NO. 1REFER TO SHEETA2.5

1A3.2

MA

TCH

A2.

2.1

LIN

EA

2.2.

2

MA

TCH

A

2.2.

1

LIN

EA

2.2.

2

1A3.2

1

5

2

3

4

3A3.2

3A3.2

1A3.6

2A3.6

1A3.6

COL (E)

COL (E)

COL (E)

COL (E)

CHASE (N)

COL (E)

GROUP/MTG214

FB

FB

FB

COL (E)

HALL207

EP (E)

CHASE (E)

CHASE (N)

COL (E)

RECPT243

LOBBY246

WAIT244

CANOPY BELOW,REFER TO ROOFPLAN, A2.4

DS (N)DS (N)

RD (E)DS (N)

DS (N)

RD CANOPY BELOW,REFER TO ROOFPLAN A2.4

DS (N)

1A7.0

EP (N)DS (N)EP (N)

10

10

11

1

11

1A4.3

6A4.3

4A4.3

6A5.1

B

A

6A5.1

C

6A5.1

D

7

EXSTOFFICE

260

EXSTOFFICE

261

EXSTMEETING

262

EXSTPROCEDURE

263

EXSTOFFICE

264A

EXSTRECEPTION

265

EXSTHALL266

EXSTSTOR

267

HALL245

EXSTCLST264B

EXSTCORR

280

EXSTOFFICE

270

EXSTOFFICE

285SOSA282

ADMINSUPPORT

A270OR

OR

200 202

201

205

203

206

209

208

207

217-1

210

211

213

214

215

216

218

219

238

237

236

220

222

221

223

233

224

232

225

227

226

231

228

229

230

234

240-

2

240-

1

241

242

243

252

247

253-

1

253-2248

249

250

251

260

267

261

262

263-1

263-2

265

264B

264A

217-2

23

21 21 21

21

21

21

21

2123

(GRAB BARS)

24

COL (E)

COL (E)

RAMP269

RD (E)

7

30

27

27

29

EP EP EP

3A3.7

TYP

27

27

2729

RD (E)

TV 48"28

16

2"6'-0"R.O.

4'-0" 4'-0"R.O.

4'-0" 6'-0"R.O.

5'-10"2"

8'-8" 6'-0"R.O.

4'-0" 6'-0"R.O.

4'-0" 0"R.O.

6'-0" 6'-0"R.O.

9'-9" 0"R.O.

4'-6" 4'-6"R.O.

1'-5"

2"

5'-10"

3'-6" 2'-4" 6'-0" 3'-4"8"

4'-0" 6'-0" 5'-10" 2'-5" 3'-7" 2'-3"1'-9" 2'-6"

1'-1"

2'-5" 3'-6" 2'-6"8"

9'-9" 1'-0" 3'-5" 8"

7"

3'-3"

1"

2"3'-6" 6'-4" 2'-10" 2'-6" 2'-10" 3'-10" 8'-0"

2"

5'-2"

8"

6'-11" 8'-8" 1'-8" 3'-4" 6'-4" 5'-4" 5'-11" 1'-11" 17'-4"

9"

4'-0" 4'-9" 3'-9"

10"

4'-1

0"

1'-0

"6'

-0"

R.O

.4'

-0"

6'-0

"R

.O.

4'-0

"4'

-0"

6'-0

"1'

-6"

2'-4

"5'

-10"

2'-1

1"1'

-5"

6'-0

"R

.O.

3'-0

"6'

-0"

R.O

.3'

-0"

6'-0

"R

.O.

6'-0

"R

.O.

3'-0

"6'

-0"

R.O

.2'

-5"

2"

2'-4

"3'

-8"

1'-0

"3'

-0"

4'-1

0"

1'-2

"

1'-8

"

6'-0

"R

.O.

2'-4

"1'

-10"

3'-4

"11

"3'

-1"

4"11

"4'

-9"

10"

8"10

"

2'-3

"6"

1'-8

"2"

7"

3'-1

1"2'

-1"

2'-7

"

5"

3'-6

"2'

-6"

10"

2'-2

"2'

-3"

3'-9

"9"

5'-3

"2"

5'-7"

6'-6"

ROD (E) ROD (E)32

32

COLCOL

COL

COLCOLCOL

COLCOLCOL

COL

COL COL

COL

COL COL

COL

COL COL

COL

COL

COL

COLCOL

19

19

21

COL

COL

2'-1

0"

1'-7

"8"

2"

2'-6" 6'-0"R.O.

3'-8"

4"

6'-0"R.O.

4'-6"

6"

6'-0"R.O.

3'-6" 1'-6" 6'-0"R.O.

2'-10"

1'-2"

6'-0"R.O.

2'-8"

4"

6'-0"R.O.

2'-0" 3'-6" 22'-0"R.O.

3'-6" 2'-0" 4'-0"R.O.

4'-0" 4'-0"R.O.

2'-10"

5'-4"2" 6" 3" 1'-1"

9" 3'-11"

9" 1'-1"

1'-8" 3'-1" 7'-4" 10'-4"

1'-3"

2'-7"1'-5"

8"

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

2"

4'-5

"4'

-7"

7'-6

"8'

-2"

7'-5

"3'

-2"

1'-0

"

3'-1

1"1'

-9"

6'-0

"R

.O.

2'-5

"3'

-6"

4'-6

"R

.O.

1'-6

"4'

-6"

R.O

.4'

-4"

3'-6

"6'

-0"

R.O

.2'

-0"

4'-1

0"

3'-2

"5'

-7"

7"

1'-1

"2'

-5"

5"

2'-1

0"1'

-6"

2'-4

"1"

4'-1

1"

1'-1

"

2'-1

0"5'

-4"

4'-6

"3'

-0"

4'-0

"

7"

2'-9

"1'

-8"

13'-9

"

5'-0"

6'-11"

8"

1'-6

"

3'-0

"

COL COL

13

16A8.3

15A8.3

36 36

5A8.3

9

8A5.1

7'-3" 6'-0"R.O.

6'-0"

CG

CG

CG

CG

CG

CGCG

CG CG

CG

CGCG

CG

CG CG

CG

CG

CGCG

CG

CG CG

CG

CG (4)

CG

CG

CG

CG

CG

CG

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


MLH

A2.2.2



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




SCALE:1SECOND FLOOR PARTIAL PLAN - REMODEL (NORTH)

1/8"=1'-0"

E

1

5

D E

2

3

4

D

FIRST FLOORROOF BELOW -REFER TO ROOFPLAN, A2.4

95'-7

"

74'-0"

15'-1

0"15

'-6"

18'-3

"46

'-0"

74'-0"

95'-7

"

15'-1

0"15

'-6"

18'-3

"46

'-0"

EP (E) EP (E)




1.

2.

3.

GENERAL NOTES:

RAMP269

OFFICE263

STAIR NO. 2192

EXSTCORR

280

STAIR NO. 1191

DN

11

11 11

11 11 11 11

11

12111111111111

3

DN

269

(E)

1

5

2

3

4














)

COL (E)

FE (E)

FEC

COL

COL

123

FEC (E)






EP

HB

FD

DS

RD




3


5


7



9



11




14



16


19

NEW 5 8" GYPSUM WALLBOARD FINISH, ADHERE TO CONCRETE SUBSTRATE20

NEW DOOR, EXISTING FRAME, PAINT FRAME ONLY, REFER TO DOOR SCHEDULE21EXISTING DOOR AND FRAME, NEW HARDWARE22EXISTING EQUIPMENT TO BE REINSTALLED, REFER TO MECHANICAL DRAWINGS23

AREA OF NEW INFILL FRAMING AND FLOOR SHEATHING PER STRUCTURAL24EXTEND WOOD SHEATHING TO MATCH STRUCTURAL SHEAR WALL25

REINSTALL BIKE RACK BAR, PROVIDE SOLID BACKING IN WALL, PAINT26

PROVIDE RESILIENT CHANNELS AT 6'-0" o.c. THIS WALL27TV (OFCI) REFER TO ELECTRICAL, MOUNT CENTERED AT HEIGHT AS NOTED,PROVIDE BACKING IN WALL

28


31



PONY WALL BELOW36

MA

TCH

A2.

2.1

LIN

EA

2.2.

2

MA

TCH

A

2.2.

1

LIN

EA

2.2.

2

2A3.2

2A3.2

ROOFACCESS

277

3A3.2

3A3.2

CANOPY BELOW,REFER TO ROOF PLAN,A2.4

11

10

10

DS (N) DS (N)DS (N)

DS (N)

DS (N)

DS (N)DS (N) DS (N)

FE (RR)

VOID

EXSTHALL278

EXSTCONF275B

EXSTOFFICE

270

EXSTOFFICE

274

EXSTOFFICE

285

EXSTOFFICE

284

EXSTOFFICE

283

EXSTOFFICE

282

EXSTOFFICE

281EXST

OFFICE279

EXSTSTORAGE

276EXSTSTORAGE

286

EXSTRESTROOM

273

EXSTRESTROOM

272

EXSTOFFICE

271

VOID

SOSWORKROOM

252

PSYOFFICE

251

CORR253

RESTROOM247

EXSTOFFICE

264A

270

273

272

271

275A

274

275B

278 276

279

191

281

282

283

284

286

285

2121 21

21

21 21 2121

2121

21

212121212121

DN

OFFICE275A

4A8.3

5A8.3

4A8.3

2

19

2'-2" 6'-0"R.O.

1'-5"1'-7" 6'-0"

R.O.1'-9" 3'-3" 6'-0"

R.O.4'-0" 4'-0"

R.O.1'-4" 2'-8" 6'-0"

R.O.5'-0" 6'-0"

R.O.4'-0" 4'-0"

R.O.4'-2" 4'-6"

2"4'-5" 1'-7" 1'-9" 6'-0" 5'-6" 6"10" 3'-2" 4'-8" 1'-4"1'-8" 2'-4"

2"9'

-11"

8"1"

3'-1

"

5'-0

"5'

-6"

6'-0

"R

.O.

1'-1

0"6'

-6"

7'-3

"8'

-7"

9'-8

"3'

-2"

4'-1

0"

8"

2"10

'-8"

3'-1

"5'

-0"

4'-1

0"8'

-6"

6'-6

"7'

-3"

8'-7

"9'

-8"

4'-10" 1'-6" 6'-0"R.O.

3'-0" 6'-0"R.O.

9"8'-3" 6'-0"

R.O.3'-0" 6'-0"

R.O.3'-0" 6'-0"

R.O.3'-0" 6'-0"

R.O.3'-0" 6'-0"

R.O.1'-6"

4'-9" 3'-6" 2'-1" 3'-4"1"

2'-11"6"

2'-6" 1'-10"

1'-2"7"

1A4.4

CG

CG

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


MLH

A2.3



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




SCALE:1MECHANICAL FLOOR PLAN - REMODEL

1/8"=1'-0"

A

A

1

5

B C D

2

3

4

B C D

FIRST FLOORROOF BELOW -REFER TO ROOFPLAN, A2.4

SECOND FLOORROOF BELOW -REFER TO ROOFPLAN, A2.4

SECOND FLOORROOF BELOW -REFER TO ROOFPLAN, A2.4

VTR (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

CHASE

CHASE

EP

AIRHANDLER(N)

RD (E)

135'-2"

95'-7

"

135'-2"

95'-7

"

27'-8" 36'-0" 71'-6"

15'-1

0"15

'-6"

18'-3

"46

'-0"

71'-6"36'-0"27'-8"

46'-0

"18

'-3"

15'-6

"15

'-10"

300

(E)

DN

STAIR NO. 4294




1.

2.

3.














)

COL (E)

FE (E)

FEC

COL

COL

123

FEC (E)






EP

HB

FD

DS

RD




3

FURNITURE, NIC4

NEW REFRIGERATOR OR FREEZER (OFCI), REFER TO PLUMBING DRAWINGSFOR WATER CONNECTION AND ELECTRICAL DRAWINGS

5


7



9



11



14



16



19


28




31



PONY WALL BELOW36

1A3.2

PA

RTI

AL

A2.

3

RO

OF

A2.

4

PA

RTI

AL

A2.

3

RO

OF

A2.

4

1A3.2

1

5

2

3

4

3A3.2

3A3.2

1A3.6

2A3.6

1A3.6

MECH300

EP

TRANS-FORMER

15

FS

WH

BOILER(N)

HWP (N)HWP (N)

EF(N)

EF(N)

TU(N)

TU(N)

TU(N)

TU(N)

TU(N)

TU(N)

TU(N)

TU(N)

TU(N)

TU(N)

17

RD (E)

FS

EF

EF

EP 2"

5'-0

"10

'-9"

5'-0

"2'

-6"

5'-0

"10

'-1"

5'-0

"2'

-5"

15'-1

0"

24'-2" 11'-10" 25'-8" 45'-10"

2'-5

"15

'-10"

24'-2" 11'-10" 25'-8" 45'-10"

17

17

17

19

9'-2" 16'-6"

2'-6

"

EP

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MLH

A2.4



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




SCALE:1OVERALL ROOF PLAN - REMODEL

1/8"=1'-0"

A

EA

1

5

1

5

B C D E

2

3

4

2

3

4

B C D




1.

2.

3.

GENERAL NOTES: SYMBOL LEGEND:

DS

RD

NEW VENT-THRU-ROOF, (E) DESIGNATES EXISTING TO REMAIN,REFER TO PLUMBING DRAWINGS

VTR

CRICKET (E)

CRICKET (E)

RD (E)

VTR (E)

HVAC (N)

HVAC (E)

HVAC (N)

HVAC (E) HVAC (E) HVAC (E) HVAC (E)

HVAC (N)HVAC (N)

HVAC (E)

HVAC (N)

ELEVATORROOF

FIRSTFLOORROOF

FIRSTFLOORROOF

SECONDFLOORROOF

SECONDFLOORROOF

SECONDFLOORROOF

SECONDFLOORROOF

SECONDFLOORROOF

209'-2"

95'-7

"

209'-2"

95'-7

"

46'-0

"18

'-3"

15'-6

"15

'-10"

27'-8" 36'-0" 71'-6" 74'-0"

15'-1

0"15

'-6"

18'-3

"46

'-0"

74'-0"71'-6"36'-0"27'-8"

RD (E)

VTR (E)

RD

RD

RD

HVAC (N)

2' CURB/PLATFORM (E) ROOFACCESS(E)

ROOFLADDER(E)

NEW MEMBRANE ROOFING

REFERENCE NOTES:

NEW STAINLESS STEEL CAP, REFER TO MECHANICAL DRAWINGS FOR NEWWORK

1

NEW PRE-FINISHED STANDING SEAM METAL PARAPET CAP FLASHING2NEW SHEET METAL DUCTWORK EXPOSED ON ROOF PER MECHANICALDRAWINGS

3

NEW WOOD FRAMED PARAPET, REFER TO STRUCTURAL DRAWINGS, PROVIDEPRE-FINISHED STANDING SEAM METAL PARAPET CAP FLASHING

4

EXISTING ROOFING TO REMAIN, CLEAN UP DEBRIS, POWER WASH PRIOR TOCOMPLETION OF JOB

5

NEW SOLAR PANEL ARRAY, REFER TO ELECTRICAL DRAWINGS6NEW STEEL CANOPY, REFER TO STRUCTURAL DRAWINGS, PAINT ALL EXPOSEDSURFACES

7

(E) SLOPE

(E) S

LOP

E

(E) SLOPE(E) SLOPE(E) SLOPE

(E) SLOPE (E) SLOPE

(E) S

LOP

E

(E) S

LOP

E(E

) SLO

PE

(E) S

LOP

E(E

) SLO

PE

(E) S

LOP

E(E

) SLO

PE

4

4

3 5EF (E)

EF (E)

EF VENTILATOR (E)

6

3 5

4

5

4

4

4

5

5

6

4

5

5

2

2

22

2

5

4 4

7

4

5

5

4

4

4

(E) SLOPE

5

7

7

4

GATEDALLEYBELOW

3

5

5

3

4

4

2A3.2

2A3.2

1A3.2

1A3.2

3A3.2

3A3.2

1A3.6

2A3.6

3A3.6

EQUIPMENT PANEL, REFER TO ELECTRICAL DRAWINGS8

8

8

8

(E) SLOPE

RD (E)

1010

10

10

10

10

10

10 10 10

101010

10

101010

SIM

SIM

RD (N)

RD (N)

9

9

9

9

11

NEW TAPERED INSULATION CRICKET9THRU WALL SCUPPER TO COLLECTOR HEAD AND DOWNSPOUT,DRAIN ONTO ROOF BELOW AT SIM CONDITION

10

NEW SHEET METAL GUTTER11

HVAC (N)

HVAC (N)

VTR (E)

VTR (E)VTR (E)

VTR (E)

VTR (E)

VTR (E)

VTR (E)

VTR (E)

VTR (E)

VTR (E)

VTR (E) VTR (E)

VTR (E)

VTR (E)

VTR (E)

VTR (E)

VTR (E)

VTR (E)

VTR (E)

VTR (E)

VTR (E)

VTR (E)

VTR (E)

VTR (E)

VTR (E)VTR (E)

VTR (E)

VTR (E) VTR (E)

VTR (E)

VTR (E)VTR (E)

VTR (E)VTR (E)VTR (E)

VTR (E)VTR (E)VTR (E)

VTR (E) VTR (E)

VTR (E)

VTR (E)

VTR (E)

CHIMNEY (E)

VTR (E)

VTR

VTR

VTR

VTR

VTR (E) VTR (E)

VTR

VTR

VTR

HB

50'-6" 21'-0" 4'-6" 69'-6"

5'-2

"6'

-0"

4'-8

"

NEW HVAC EQUIPMENT, (E) DESIGNATES EXISTING TO REMAIN,REFER TO MECHANICAL DRAWINGS

NEW EXHAUST FAN, (E) DESIGNATES EXISTING TO REMAIN, REFERTO MECHANICAL DRAWINGS

EF

NEW ROOF DRAIN/OVREFLOW DRAIN, (E) DESIGNATES EXISTING TOREMAIN, REFER TO PLUMBING DRAWINGS

NEW DOWNSPOUT, (E) DESIGNATES EXISTING TO REMAIN, REFERTO PLUMBING DRAWINGS

28'-8" 23'-0" 19'-10"

1'-2

"

5'-0

"

3A3.3

T.P.TOP OF PARAPET

3A3.3 13

A8.214

A8.2

7A8.2

23'-1"T.P.

23'-1"T.P.

7A8.2

9

7A8.2

T.P.25'-8"

T.P.23'-1"

7A8.2

14'-1"T.P.

T.P.25'-8" 7

A8.2

T.P.14'-1"

T.P.23'-1"

7A8.2

ALTERNATE NO. 2, REFER TOMECHANICAL DRAWINGS

7A8.2

T.P.22'-8"

T.P.25'-8"

T.P.25'-8"

7A8.1 SIM

15A8.2

15A8.2

7A8.2

7A8.2

T.P.14'-1"

T.P.23'-1"

TYP

T.P.14'-1"

7A8.2

T.P.23'-1"

15

3A8.3 TYP

9

3A8.3 TYP

PENTHOUSEROOF

3A8.3 TYP

RD

13

9

9

99

RD

1A3.7

9

9

DSDSDS

3A8.3 TYP

14

RD (N)

HOLD BACK PARAPET FRAMING 3 FEET FROM HATCH FOR ACCESS12CONNECT TO DOWNSPOUT13ROUTE ROOF DRAIN THROUGHT WALL AS SHOWN14EXISTING ANTENNA TO BE REINSTALLED, REFER TO ELECTRICAL DRAWINGS15

OD

PHOTOVOLTAIL RACK/RAIL SYSTEM, SHOWN IN MODULES FOR 3 OR 4PANELS. 2 RAILS PER MODULE. EACH RAIL SECURED TO ROOF PER

16 14A8.3

OD

9 9

12

OD

OD

1616

16

16

16

1A8.4

BELOW1

A8.4BELOW

1A8.4

BELOWSIM

14'-6

"

1'-0

"

2A8.4

20A8.3

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MLH

A2.5



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET







1.

2.

3.

GENERAL NOTES:

EP (E)

SCALE:1SECOND PARTIAL FLOOR PLAN - REMODEL (SOUTH) - ADD ALTERNATE NO. 1

1/8"=1'-0"

2

3

D

2

3

D

MA

TCH

1/A

2.5

LIN

EA

2.2.

2

MA

TCH

1/A

2.5

LIN

EA

2.2.

2

COL (E) COL (E) COL (E) COL

CHASE (E)

DS (N)

55'-7"

9'-6

"15

'-6"

4'-4

"

4'-4

"15

'-6"

10'-2

"

55'-7"

LAB/STERILESTORAGE

A264

PROCEDUREA261

OFFICEA260

DENTALA262

RECEPTIONA265

OFFICEA263

PANO















)

COL (E)

FE (E)

FEC

EP

HB

FD

DS

RD

COL

COL

123


FEC (E)







3


5



7


9


11




14



16


19

NEW 5 8" GYPSUM WALLBOARD FINISH, ADHERE TO CONCRETE SUBSTRATE20NEW DOOR, EXISTING FRAME, PAINT FRAME ONLY, REFER TO DOOR SCHEDULE21EXISTING DOOR AND FRAME, NEW HARDWARE22EXISTING EQUIPMENT TO BE REINSTALLED, REFER TO MECHANICAL DRAWINGS23

AREA OF NEW INFILL FRAMING AND FLOOR SHEATHING PER STRUCTURAL24EXTEND WOOD SHEATHING TO MATCH STRUCTURAL SHEAR WALL25REINSTALL BIKE RACK BAR, PROVIDE SOLID BACKING IN WALL, PAINT26PROVIDE RESILIENT CHANNELS AT 6'-0" o.c. THIS WALL27TV (OFCI) REFER TO ELECTRICAL, MOUNT CENTERED AT HEIGHT AS NOTED,PROVIDE BACKING IN WALL

28


31



PONY WALL BELOW36

CHASE (N)


1A2.2.1

HALLA266

FEC (N)

NOTE:ALL EXTERIOR PERIMETERWALL WORK (DEMO ANDNEW) ARE PART OF BASEBID, REFER TO SHEETA2.2.1

14

2

131314 13 4

1

1

2

4

9

3A4.4

16A5.1

17A5.1

CHILDRENSTEAM

OFFICE216

GROUP/MTG213

STOR215

GROUP/MTG214

WAIT244

HALL245

A26

0

A26

1

A26

5

A26

4

23(GRABBARS)

1A3.2

1A3.2

COL COL

COL COL COL

COL

COL

COL

4'-10" 4'-10" 12'-4" 4'-11" 9'-8" 5'-5" 13'-7"

7'-8

"2'

-5"

3'-3

"2'

-2"

2'-4

"7'

-2"

22'-3" 7'-3" 6'-0"R.O.

6'-0" 4'-9" 9'-4"

8'-1

"3'

-10"

3'-7

"5'

-0"

2'-1

0"2'

-4"

8A5.1

14

14

5A8.3

CG

CGCG

CG CG

CGCG

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MLH

A3.0



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




SCALE:1EXISTING EAST ELEVATION - REMODEL

1/8"=1'-0"

SCALE:2EXISTING NORTH ELEVATION - REMODEL

1/8"=1'-0"

SCALE:3EXISTING ALLEY ELEVATIONS - REMODEL

1/8"=1'-0"

FIRST FLOOR0'-0"


E

T.P23'-1"

FIRST FLOOR0'-0"


MACHINE ROOM20'-5"

A B C D E

FIRST FLOOR-0'-2"

SECOND FLOOR9'-10"

T.P.25'-8"

T.P.23'-1"

T.P.23'-1"

T.P.14'-1"

T.O. HEAD7'-0"

T.O. TRIM3'-0"

T.O. HEAD17'-6"

B.O. TRIM19'-0":

T.O. HEAD7'-0"

B.O. SILL3'-0"

MACHINE ROOM20'-5"

5 4 3 2 1

FIRST FLOOR0'-0"


FIRST FLOOR-0'-2"

SECOND FLOOR9'-10"

T.P.25'-8"

T.P.23'-1"

T.P.23'-1"

T.P.14'-1"

T.P.25'-8"

T.O. HEAD7'-0"

T.O. TRIM3'-0"

T.O. HEAD17'-6"

FIRST FLOOR0'-0"

SECOND FLOOR9'-10"

FIRST FLOOR0'-0"


T.P23'-1"

REFERENCE NOTES:COMPOSITE WALL PANEL1PRE-FINISHED METAL PARAPET CAP FLASHING2WINDOW PER PLAN3

STEEL CANOPY, PAINT, REFER TO STRUCTURAL DRAWINGS418" TALL CAST METAL LETTERS, 12" AT SIM. CONDITION5

EXISTING METAL LOUVER, PAINT6EXISTING METAL GATE, REMOVED AND REINSTALL, PAINT7NEW STEEL COLUMN, PAINT8NEW STEEL STAIR, PAINT, REFER TO STRUCTURAL DRAWINGS9EXTERIOR EQUIPMENT PANELS REFER TO ELECTRICAL DRAWINGS10THRU WALL SCUPPER AND COLLECTOR HEAD AND DOWNSPOUT11

13A8.2

14A8.2

LIGHT, PER ELECTRICAL DRAWINGS12CAMERA, REFER TO ELECTRICAL DRAWINGS13COMPOSITE WALL PANEL, TYPE A14COMPOSITE WALL PANEL, TYPE B15CAST IRON DONWSPOUT RECEIVER TUP TO 7'-0", REFER TO PLUMBINGDRAWINGS

16

2

3TYP

1

2 1

1'-0"TYP

1 3TYP

2

5 2

3 4

12

3TYP

2 1

1 3TYP

2

1

2 10 2 6

1 2

1

2 1

4 3 7 1

3

3 4 1 3

3 31 1 1

1A3.2

1A3.6

2A3.6

2A3.2

3A3.2

2A3.2

2A3.2

EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ

SYMBOL LEGEND:EXPANSION JOINT (VERTICAL)EJ

CONTROL JOINT (HORIZONTAL)CJ

TOP OF PARAPETT.P.

4A8.2

1A8.2

COLOR 1, REFER TO SPECIFICATIONSCLR 1COLOR 2, REFER TO SPECIFICATIONSCLR 2COLOR 3, REFER TO SPECIFICATIONSCLR 3COLOR 4, REFER TO SPECIFICATIONSCLR 4

7A8.2

8A8.2 SIM

CJ

CJ

CJ CJCJ CJCJ

18A8.2

5A8.2

7A8.2

18A8.2

7A8.2

3A8.2 TYP

15A8.2

15A8.2

7A8.2 SIM

11

12A8.2

18A8.2

7A8.2

11 11

18A8.2

6A8.2

18A8.2

3A8.2 TYP

CJ

EJ EJ EJ EJ EJ

EJ EJ

EJ

10A8.2

11

11

10A8.2

18A8.2

3A8.2

15A8.2

7A8.2

16A8.2

17A8.2

7A8.2

12A8.2

3A8.2 TYP

EJ EJ EJEJ

CJ CJ CJ

11 11 1123 3 3

3 3 3 3

3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

2

18A8.2

9A8.2

2A8.2

3A8.2

A WEST C SOUTH A EAST

3A8.2

2A8.2

6A8.2

18A8.2

8A8.2

1'-0"TYP

1'-0"TYP

10A8.2

14CLR 3

14CLR 3

14CLR 3

14CLR 1

14CLR 2

15CLR 4

14CLR 3

14CLR 3

14CLR 3

14CLR 3

14CLR 2

14CLR 2

14CLR 1

14CLR 2

14CLR 1

14CLR 1

14CLR 1

14CLR 1

15CLR 4

15CLR 4

14CLR 2

14CLR 1

14CLR 1

14CLR 1

14CLR 1

14CLR 2

14CLR 2

14CLR 2

14

311SIM

11SIM

3A3.1 A

3A3.1 B

3A3.1 C

2A3.7

666

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SCALE:1EXISTING WEST ELEVATION - REMODEL

SCALE:2EXISTING SOUTH ELEVATION - REMODEL

1/8"=1'-0"

FIRST FLOOR0'-0"


E D C B A

T.P.25'-8"

FIRST FLOOR0'-0"


T.P.23'-1"

T.P.23'-1"

T.P.14'-1"

T.P.14'-1"

T.O. HEAD7'-0"

T.O. TRIM3'-0"

T.O. HEAD17'-6"

FIRST FLOOR0'-0"


1 2 3 4 5

FIRST FLOOR0'-0"

T.P.23'-1"

T.P.23'-1"

T.P.14'-1"

T.O. HEAD7'-0"

T.O. TRIM3'-0"

T.O. HEAD17'-6"

B.O. TRIM19'-0":

MLH

A3.1



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




REFERENCE NOTES:COMPOSITE WALL PANEL1PRE-FINISHED METAL PARAPET CAP FLASHING2WINDOW PER PLAN3STEEL CANOPY, PAINT, REFER TO STRUCTURAL DRAWINGS418" TALL CAST METAL LETTERS, 12" AT SIM. CONDITION5

EXISTING METAL LOUVER, PAINT6EXISTING METAL GATE, REMOVED AND REINSTALL, PAINT7NEW STEEL COLUMN, PAINT8NEW STEEL STAIR, PAINT, REFER TO STRUCTURAL DRAWINGS9EXTERIOR EQUIPMENT PANELS REFER TO ELECTRICAL DRAWINGS10THRU WALL SCUPPER AND COLLECTOR HEAD AND DOWNSPOUT11

13A8.2

14A8.2

LIGHT, PER ELECTRICAL DRAWINGS12CAMERA, REFER TO ELECTRICAL DRAWINGS13COMPOSITE WALL PANEL, TYPE A14COMPOSITE WALL PANEL, TYPE B15CAST IRON DONWSPOUT RECEIVER TUP TO 7'-0", REFER TO PLUMBINGDRAWINGS

16

3

2

2 1

2

3 1 3

1 5SIM

2 1

2

2 1

4 3 1 8 1 3 8 8 3 39

3

1 2 1

10

1 2

2

4

3 9 3 1 3

2A3.2

1A3.6

1A3.2

3A3.2

8 3

SYMBOL LEGEND:EXPANSION JOINT (VERTICAL)EJ

CONTROL JOINT (HORIZONTAL)CJ

TOP OF PARAPETT.P.

4A8.2

1A8.2

COLOR 1, REFER TO SPECIFICATIONSCLR 1COLOR 2, REFER TO SPECIFICATIONSCLR 2COLOR 3, REFER TO SPECIFICATIONSCLR 3COLOR 4, REFER TO SPECIFICATIONSCLR 4

EJ

CJ CJ CJ

EJ EJ EJ EJ EJ EJ EJ

EJ

EJ EJ EJ

EJ EJ

3 3 3 3 3 3 3 3 3 3 3 3 33 3 3

3333

3 3 3 3 3 3 3 3 3

1111 11

11

11

11

11

7A8.2

3A8.2

8A8.2

11 11

7A8.2

12A8.2

17A8.2

16A8.2

7A8.2

19A8.2

BEYOND

11A8.2

7A8.2

7A8.2

3A8.2

3A8.2

EJEJ

3A8.2

7A8.2

11A8.2

2A8.2 INSIDE

11 1111

7A8.2

15A8.2

11 3A8.2

10A8.2 SIM

1A3.7

14CLR 1

14CLR 1

14CLR 1

14CLR 1

14CLR 1

14CLR 1

14CLR 1

14CLR 1

14CLR 2

14CLR 2

14CLR 2

14CLR 2

15CLR 4

15CLR 4

16 16

16

20A8.2

14CLR 1

14CLR 2

14CLR 1

14CLR 1

14CLR 1

14CLR 2

SCALE:3PARTIAL ELEVATIONS - PANEL LAYOUT

B DD 5

3A3.1 D

A B C D

MACHINE ROOM20'-5"

FIRST FLOOR-0'-2"

T.P.23'-1"

T.P.25'-8"

T.O. HEAD7'-0"

T.O. TRIM3'-0"

T.O. HEAD17'-6"

T.P.14'-1"

FIRST FLOOR0'-0"

T.O. HEAD7'-0"

T.O. TRIM3'-0"

T.O. HEAD17'-6"

SECOND FLOOR10'-4 1/2"

FIRST FLOOR0'-0"

T.P.23'-1"

T.P.25'-8"

T.P.23'-1"

T.P.29'-10"

SECOND FLOOR9'-10"

T.O. HEAD17'-6"

T.O. HEAD7'-0"

T.O. TRIM3'-0"


T.P.25'-8"

T.O. HEAD7'-0"

T.O. TRIM3'-0"

T.O. HEAD17'-6"

FIRST FLOOR0'-0"

T.P.23'-1"


PANEL NOTES:TYPICAL PANEL SIZE: 18"x72"1.

CUT PANELS TO BE NO LESS THEN 12 THE 18" HEIGHT2.PANEL TRIMS PER SPECIFICATIONS3.INFILL TRIM PEICES PER DETAILS4.

9" H

9" H9" H9" H9" H

9" H9" H 9" H 9" H 9" H 9" H 9" H 9" H 9" H 9" H

5'-2

"3'

-0"

5'-9

"5'

-9"

3'-0

"3'

-0"

9" H

19'-0" B.O. TRIM 19'-0" B.O. TRIM

1'-0"

VARIESSEE

WINDOWTYPES

VARIESSEE

FLOORPLAN

VARIESSEE

WINDOWTYPES

1'-0"

INFILLTRIM/FLASHINGATUNDERSIDEOF SOFFIT

INFILLTRIM/FLASHINGLOWEREXISTINGFOUNDATIONLINE

REFER TO FLOOR PLANS FOR SPACING OF WINDOWS FOR PANEL WIDTHS.5.VERTICAL AND HORIZONTAL JOINTS TO ALIGN, TYP.6.REFER TO OVERALL ELEVATIONS FOR LOCATION OF PANEL TYPE AND COLORLOCATIONS

7.

13

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MLH

A3.2



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




SCALE:1BUILDING SECTION

1/8"=1'-0"

5 4 3 2 1

FIRST FLOOR0'-0"


MECH. PENTHOUSE20'-6"

BASEMENT-10'-4"

T.O. PLATE30'-2 5/8"

WORK/COPY

007CORR

011STOR012

EXSTTOILET

013SHOP

015

CORR048

PHARM150

STAIRNO. 4094

EXAM137

CORR130

EXAM131

LAB/BLOODDRAW

123

CORR234

OFFICE227

OFFICE231

STAIRNO. 4194

PEERS242

CORR217

CHLD TEAMOFFICE

216STOR215

EXSTHALL266

EXSTOFFICE

260

CHASE

CH

AS

E

MECH300


1/8"=1'-0"

5 4 3

FIRST FLOOR0'-0"

SECOND FLOOR9'-10"

FIRST FLOOR-0'-2"

SECOND FLOOR10'-0"

EXAM183

CORR188

EXAM177

EXAM162

CORR166

CLINICAL168

EXSTEXAM

281

EXSTCORR

280

EXSTEXAM

274


1/8"=1'-0"

A

FIRST FLOOR0'-0"



BASEMENT-10'-4"

T.O. PLATE30'-2 5/8"

SECOND FLOOR9'-10"

FIRST FLOOR-0'-2"

B C D E

MC NURSES106

CONF 002

BREAK006

WORK/COPY

007

ELECT/FIRESPRINKLE

008

MEDS RECORDCLERK

155

PHARMCLINICAL

154PHARM

150WAIT146

VEST145

ELIGIBILTY143

AOD181A

OFFICE182

EXAM183

EXAM184

EXAM185

EXAM186

CLINICAL187

CLOSET181B

MECH300

STAIRNO. 1191

EXSTOFFICE

285

EXSTOFFICE

284

EXSTOFFICE

283

EXSTOFFICE

282

EXSTOFFICE

281

EXSTOFFICE

279

EXSTHALL278PSY

OFFICE250

NURSESOFFICE

249

OFFICE224

OFFICE225

OFFICE226 PSY

OFFICE251

OFFICE222

OFFICE223

OFFICE227

OFFICE228

1A3.3

2A3.3

3A3.3

1A3.4

2A3.4

3A3.4

1A3.5

2A3.5

3A3.5

4A3.5

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


TDB, MLH

A3.3



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


A R C H I T E C T U R EC O M M U N I T Y363 State StreetSalem, OR 97301-3533P: 503.581.4114www.accoac.com

530 NW 27TH STREET




SCALE:1WALL SECTION - LOWER

3/4"=1'-0" SCALE:2WALL SECTION - UPPER

3/4"=1'-0" SCALE:3WALL SECTION

3/4"=1'-0"

5

FIRST FLOOR0'-0"

BASEMENT-10'-4"



T.O. PLATE30'-2 5/8"

5 2


FIRST FLOOR0'-0"


SILL 3'-0"

HEAD 7'-0"

SILL 13'-9"

HEAD 17'-6"

NEW SUSPENDEDACOUSTICAL TILE CEILING

NEW WOOD HEADER PERSTRUCTURAL

NEW WINDOW PER PLAN

EXISTING EXTERIOR WALL· NEW COMPOSITE WALL PANEL· NEW INFILTRATION BARRIER· EXISTING WOOD SHEATHING TO REMAIN· EXISTING WOOD STUDS TO REMAIN· EXISTING BATT INSULATION TO REMAIN· NEW VAPOR BARRIER· NEW 5 8" GYPSUM WALLBOARD

EXISTING CONCRETE SLABTO REMAIN


EXISTING BASEMENT WALL· EXISTING CONCRETE RETAINING WALL TO REMAIN· 1

2" AIR GAP· NEW WOOD 2x4 FURRING AT 24" o.c., ATTACH TO

STRUCTURE WITH SCOFCO CLIP AT 48" o.c. (VERT.)EVERY OTHER STUD

· NEW 3 12" BATT INSULATION· NEW VAPOR BARRIER· NEW 5 8" GYPSUM WALLBOARD

2ND FLOOR ASSEMBLY· EXISTING WOOD SHEATHING TO REMAIN· EXISTING WOOD JOISTS TO REMAIN· NEW 6" BATT INSULATION· NEW CEILING PER RCP

EXISTING EXTERNAL WALL,TYPICAL 1

A3.3

NEW WINDOW PER PLAN



MECHANICAL PENTHOUSE FLOOR ASSEMBLY· EXISTING WOOD SHEATHING TO REMAIN· EXISTING WOOD JOISTS TO REMAIN· NEW 6" BATT INSULATION· NEW CEILING PER RCP

EXISTING STEEL TRUSS TOREMAIN

EXISTING MEMBRANEROOFING TO REMAIN

NEW PRE-FINISHED SHEETMETAL CAP FLASHING


NEW MEMBRANE ROOFING· NEW SINGLE PLY MEMBRANE· NEW UNDERLAYMENT· EXISTING MEMBRANE TO REMAIN· EXISTING WOOD SHEATHING TO

REMAIN, U.O.N.

NEW PARAPET FRAMING PERSTRUCTURAL

NEW WALL INFILLPROVIDE WOOD FURRINGAND WALL SHEATHING TOMATCH EXISTING

1A3.3 SIM

EXISTING EXTERIOR WALL,MINOR RENOVATION 3

A3.3 SIM

EXISTING 2x WOOD FURRINGAND 3 4" WALL SHEATHIGN TOREMAIN

2ND FLOOR ASSEMBLY AT EXTERIOR SOFFIT· EXISTING WOOD SHEATHING TO REMAIN· EXISTING WOOD 2x4 FURRING TO REMAIN· EXISTING WOOD SHEATHING TO REMAIN· EXISTING WOOD FLOOR JOISTS TO REMAIN· NEW R-30C BATT INSULATION, STICK PIN INSTALLED· NEW VAPOR BARRIER· 1" AIR SPACE· NEW METAL SOFFIT PANELS (EVERYOTHER VENTED)

NEW STEEL COLUMN PER STRUCTURAL, PAINT

NEW CONCRETE SIDEWALK PER CIVIL

NEW CONCRETE FOOTING PER STRUCTURAL

T.O. PARAPET22'-8"

BASE BID: EXISTING 1x1ACOUSTICAL TILES OVERPLASTER SUBSTRATE TOREMAIN

BASE BID: EXISTING WALLTO REMAIN

2ND FLOOR ASSEMBLY

2A3.3 SIM

34" PLYWOOD OVER WOOD

2x4 FURRING

EXISTING WOOD CEILINGSUPPORT FRAMING TO BEREMOVED

NEW WALL INFILL· NEW COMPOSITE WALL PANEL· NEW INFILTRATION BARRIER· NEW WOOD SHEATHING PER

STRUCTURAL· NEW 2x6 STUD INFILL FRAMING

AT 16" O.C.· NEW R-21 BATT INSULATION· NEW VAPOR BARRIER· NEW 5 8" GYPSUM WALLBOARD

EXISTING EXTERIOR WALL,MINOR RENOVATION

1A3.3

EXISTING CONCRETE SLABON GRADE TO REMAIN

EXISTING TUNNEL TO REMAIN

EXISTING CONCRETEFOUNDATION AND SLAB ONGRADE TO REMAIN

1A8.2

6A8.1

6"

8A8.1

5A8.2

1A8.2

8A8.1

6A8.1

P.T. STUD AT SLAB

6"18

A8.2

15A8.2

6"

7A8.2

TAPERED INSULATION CRICKET· NEW SINGLE PLY MEMBRANE· NEW COVER BOARD· NEW TAPERED RIGID INSULATION

(WHERE OCCURS)· EXISTING MEMBRANE ROOFING TO

REMAIN· EXISTING WOOD SHEATHING TO

REMAIN, U.O.N.

11A8.2

9A8.2 SIM

8A8.2

7A8.1

1A8.2

19'-0"

7A8.1

3A8.3 TYP

ADD ALT NO. 1: NEWSUSPENDED ACOUSTICALTILE CEILING

REFER TO PLANS FORDEMO ASSOCIATED WITHALT. NO. 1

1'-6

"

NEW CURB PER CIVIL

NEW AGGREGATE BASE PER STRUCTURAL

NEW 2x6 BLOCKING, TYP. FORMETAL SOFFIT PANELINSTALLATION

STEEL COLUMN GOES DOWN TO PAD FOOTING

10"

TDB

A3.4



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017



530 NW 27TH STREET




SCALE:1WALL SECTION


3/4"=1'-0"

5

SCALE:3WALL SECTION

3/4"=1'-0"

FIRST FLOOR0'-0"

SECOND FLOOR9'-10"

FIRST FLOOR-0'-2"

SECOND FLOOR9'-10"

FIRST FLOOR-0'-2"

5

SILL 4'-0"




BASE BID: EXISTING 1x1CEILING TILES TO REMAIN,REFER TO PLANS FOR DEMOWORK ASSOCIATED WITHALT. NO. 2


NEW WINDOW PER PLAN


A3.4

EXISTING FLOOR ASSEMBLYTO REMAIN

EXISTING 1x1 CEILING TOREMAIN


NEW WINDOW PER PLAN

EXISTING EXTERIOR WALL, MINOR RENOVATION· NEW COMPOSITE WALL PANEL· NEW INFILTRATION BARRIER· EXISTING SHEATHING TO REMAIN· EXISTING WOOD FRAMING TO REMAIN· EXISTING BATT INSULATION TO REMAIN· EXISTING GYPSUM WALLBOARD TO REMAIN

EXISTING CASEWORK TO REMAIN

EXISTING FLOOR SHEATHING AND JOISTFRAMING TO REMAIN

EXISTING CONCRETE FOUNDATION TO REMAIN





NEW WINDOW PER PLAN


1A3.4

EXISTING FLOOR ASSEMBLYTO REMAIN

EXISTING 1x1 CEILING TOREMAIN


EXISTING FLOOR SHEATHING AND JOISTFRAMING TO REMAIN

1A3.4

EXISTING CONCRETEFOUNDATION TO REMAIN

EXISTING ROOF SHEATHINGAND JOISTS TO REMAIN

EXISTING MEMBRANEROOFING TO REMAIN

NEW SUSPENDEDACOUSTICAL TILECEILING

NEW WALL INFILL 3A3.3

EXISTING EXTERIORWALL, TYPICAL

1A3.3

EXISTING CONCRETE SLABTO REMAIN, U.O.N.


T.O. PARAPET14'-1"

HEAD7'-0"

SILL 3'-0"

SILL 13'-9"

HEAD 17'-6"

T.O. PARAPET23'-1"

HEAD 7'-0"

T.O. PARAPET23'-1"



NEW CONCRETE SIDEWALKPER CIVIL

NEW 12" EXPANSION JOINTMATERIAL AND CONTINUOUSSEALANT, TYPICAL

EXISTING EXTERIORWALL, TYPICAL

1A3.3

NEW WINDOW PER PLAN



NEW PRE-FINISHED METALFLASHING

NEW MEMBRANE ROOFINGNEW CEMENTITOUS FASCIA

NEW PRE-FINISHED SHEETMETAL GUTTER

1A8.2

7A8.2

6A8.1

8A8.1

6A8.1

8A8.1

6A8.2

8A8.2

10A8.2

1A8.2

20A8.3

9A8.2

8A8.1

6A8.1

7A8.2

7A8.2

PER RCP

6A8.1

8A8.1

8A8.2

SILL 13'-9"

HEAD 17'-0"

3'-0"

3A3.3

3A8.3 TYP19'-0"

18A8.2

ADDITIVE ALTERNATE NO. 2:NEW SUSPENDEDACOUSTICAL TILE CEILING

7A8.1

BASE BID: REFER TO PLANSFOR DEMO ASSOCIATED WITHALT. NO. 2

7A8.1

18A8.2

NEW CONCRETE PAVING PER CIVIL

ADDITIVE ALTERNATE NO. 2:NEW SUSPENDEDACOUSTICAL TILE CEILING

BASE BID: EXISTING 1x1CEILING TILES TO REMAIN,REFER TO PLANS FOR DEMOWORK ASSOCIATED WITHALT. NO. 2

BASE BID: REFER TO PLANSFOR DEMO ASSOCIATED WITHALT. NO. 2

7A8.1

3A8.3 TYP

3A3.3

3A8.3

TYP

7A8.1

METAL SOFFIT PANELS(EVERY OTHER VENTED)


MLH, TDB

A3.5



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017



530 NW 27TH STREET




SCALE:1WALL SECTION

3/4"=1'-0"

A

SCALE:2WALL SECTION - LOWER


3/4"=1'-0"

B E

SECOND FLOOR9'-10"

FIRST FLOOR-0'-2"

FIRST FLOOR0'-0"


SCALE:3WALL SECTION - UPPER

3/4"=1'-0"

B



FIRST FLOOR0'-0"


BASEMENT-10'-4"




EXISTING ROOF BEAMS ANDFRAMING TO REMAIN

NEW SUSPENDEDACOUSTICAL CEILING TILE

NEW WALL INFILL



EXISTING ASPHALT PAVINGPER CIVIL

T.O. PARAPET14'-1"

EXISTING ROOF AND FLOORFRAMING TO REMAIN

NEW SUSPENDED ACOUSTICALTILE CEILING

EXISTING INTERIOR WALL, TYP.· NEW 5 8" GYPSUM WALLBOARD· EXISTING WOOD STUD FRAMING TO REMAIN· NEW 5 8" GYPSUM WALLBOARD

EXISTING CONCRETE SLAB TOREMAIN


EXISTING BASEMENT WALL 1A3.3

EXISTING CONCRETE FOUNDATIONAND SLAB TO REMAIN




EXISTING SHEATHING ANDROOF FRAMING TO REMAIN

EXISTING 1x1 TILE AND PLASTERSUBSTRATE TO BE REMOVED


NEW WALL INFILL 3A3.3

EXISTING EXTERIOR WALL3

A3.3

2ND FLOOR ASSEMBLY2

A3.3




EXISTING SHEATHING ANDROOF FRAMING TO REMAIN

EXISTING 1x1 CEILING TO REMAIN


A3.4


A3.4

EXISTING FLOOR FRAMING ANDSHEATHING TO REMAIN

EXISTING 1x1 CEILING TO REMAIN

EXISTING SHEATHING ANDFRAMING TO REMAIN


T.O. PARAPET23'-1"

T.O. PARAPET23'-1"

7A8.2

PER RCP

6"

6"6"

6"6"

10A8.2 SIM

7A8.2

7A8.2

1A8.4

10A8.2

EXISTING CONCRETE PAVING TOREMAIN

1A8.2

3A8.3 TYP

3A3.3

3A8.3 TYP

3A8.3 TYP

MLH, TDB

A3.6



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017



530 NW 27TH STREET




SCALE:1WALL SECTION

3/4"=1'-0"

5

SCALE:2WALL SECTION

3/4"=1'-0"

FIRST FLOOR0'-0"


SCALE:3WALL SECTION

3/4"=1'-0"

5 2

FIRST FLOOR0'-0"


FIRST FLOOR0'-0"


NEW EXTERIOR WALL· NEW COMPOSITE WALL PANEL· NEW INFILTRATION BARRIER· NEW WOOD SHEATHING PER STRUCTURAL· NEW WOOD STUDS AT 16" O.C.· NEW R-21 BATT INSULATION· NEW VAPOR BARRIER· NEW 5 8" GYPSUM WALLBOARD

EXISTING CONCRETEFOUNDATION AND SLAB ONGRADE TO REMAIN

NEW WINDOW PER PLAN



EXISTING BEAM TO REMAIN

EXISTING JOISTS ANDSHEATHING TOREMAIN




B.O. BEAM9'-2 1/4"

T.O. PARAPET14'-1"

T.O. DECKVARIES

T.O. PARAPET25' - 8"

EXTEND ROOF SHEATHINGTO MATCH SLOPE, NEWSHEATHING AND FRAMINGPER STRUCTURAL



EXISTING ROOF SHEATHINGTO REMAIN

EXISTING ROOF FRAMING TOREMAIN


NEW WOOD FRAMING PERSTRUCTURAL

NEW WINDOW PER PLAN

NEW 2x12 WOOD FRAMEDWALL AT 16" O.C.

EXTEND FLOOR FRAMINGAND SHEATHING TO MATCH

2ND FLOOR ASSEMBLY 2A3.3


358" METAL STUD FRAMING

AT 16" O.C.

NEW GALVANIZED STEELCANOPY PER STRUCTURAL,PAINT ALL SIDES

NEW WINDOW PER PLAN

NEW CONCRETE PAVING PERCIVIL

NEW CONCRETE FOOTINGPER STRUCTURAL

EXISTING TUNNEL ANDCONCRETE SLAB TO REMAIN

NEW WOOD 2x12 PARAPET· COMPOSITE WALL PANEL· INFILTRATION BARRIER· WOOD SHEATHING PER STRUCTURAL· WOOD STUDS PER PLAN· WOOD SHEATHING· MEMBRANE ROOFING




T.O. PARAPET25'-8"


1A3.4

NEW GALVANIZED STEELCANOPY PER STRUCTURAL,PAINT ALL SIDES

B.O. CANOPY9'-0"

2ND FLOOR ASSEMBLY ATEXTERIOR SOFFIT

3A3.3

COLUMN BEYOND, PER PLAN

NEW CONCRETE PAVING PER CIVIL

NEW FOOTING BEYOND



WALL BEYOND

NEW SUSPENDED CEILINGPER RCP

EXISTING WOOD FRAMING TOBE REMOVED

2ND FLOOR ASSEMBLY3

A3.3 SIM

EXISTING WALL TO REMAIN

EXISTING 1x1 ACOUSTICALTILES OVER PLASTER TOREMAIN

B.O. CANOPY9'-0"

EXISTING FASCIA ANDFRAMING TO BE REMOVEDFOR NEW WORK

7A8.2

8A8.2

SIM

8A8.1

HEAD7'-0"

SILL3'-0"

6A8.1

4"

6"

6" 4"

3A8.4

1'-6" 1'-1"

PER RCP

HEAD8'-9"

13A8.1

HEAD17'-6"

SILL13'-9"

12A8.1

5A8.1 SIM.

8A8.3

11A8.2

PER RCP

HEAD8'-9"

1A8.2

7A8.2

7A8.2 SIM

7A8.1

3A8.3

TYP

3A8.3

TYP

EXISTING WALL TO REMAIN

NEW 2x4 PONY WALL WITH 5 8"GYPSUM BOARD

10"

HEAD17'-6"

SILL13'-9"

NEW WINDOW PER PLAN

15A8.3

16A8.3

NEW BEAM PERSTRUCTURAL

358" METAL STUD FRAMING

AT 16" O.C.

6A8.1 SIM.

7A8.1 SIM.

8A8.1 SIM.


MLH, TDB

A3.7



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




FIRST FLOOR0'-0"

T.O. PARAPET14'-1"

SCALE:1WALL SECTION

3/4"=1'-0"

3

HEAD8'-6"

PER RCP

6"

EXISTING EXTERIOR WALL1

A3.3

NEW INFILL CEILING FRAMINGPER STRUCTURAL

NEW METAL SOFFIT PANEL(EVERY OTHER VENTED)

COMPOSITE PANEL BEYOND

NEW CONCRETE TOPPINGBUILT UP TO SLOPE TOEXTERIOR, FINISH WITHTRAFFIC COATING

SLOPE18:12

EXISTING CONCRETE PAVING

EXISTING FOUNDATION ANDTUNNEL TO REMAIN

5A8.1

6A8.3

11A8.3

3A8.2

1A8.3

11A8.2 SIM

7A8.2

WOOD 2x6 FRAMING AT 16" o.c.

SCALE:2WALL SECTION

3/4'=1'-0"

T.O. PARAPET14'-1"

VARIES

8'-7"

7A8.2

NEW PRE-FINISHED METALCAP FLASHING

NEW INFILL WALL 3A3.3 SIM



NEW BLOCKING FOR METALSOFFIT PANELS

NEW HEADER PERSTRUCTURAL

EXISTING WOOD ROOFFRAMING TO REMAIN

NEW METAL SOFFIT PANEL(EVERY OTHER VENTED)

SCALE:

GYPSUM BOARD PARTITIONS3 1 1/2" = 1'-0"

VARIES

EXISTING CEILING JOIST

NEW DEFLECTION TRACK

WALL PER PLAN

1"

B.O.CEILING

PER FLRF.F.E.

(2) #10 SHEET METAL SCREWSSPACED AT36" o.c.

(1) POWDER ACTUATED .300"HEAD DRIVE PIN, EMBED 1",SPACED AT36" o.c.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


MLH

A4.0



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




TOILET PAPERDISPENSER

1'-3

"M

IN.

4'-6

"3'

-4" F

OR

FRO

NT

RE

AC

HO

NLY

PAPERTOWELDISPENSER

1

TO P

OIN

T O

FO

PE

RA

TIO

N

SANITARYNAPKINDISPOSAL

TOILET COMPARTMENT

2'-4

"3'-4

"

SANITARYNAPKINDISPENSER

32 4

TO P

OIN

T O

FO

PE

RA

TIO

N

LAVATORY

3'-4

"

3'-4

"

SOAPDISPENSER

5 6

MIRRORGRAB BARS ATH.C. TOILETS

TO P

OIN

T O

FO

PE

RA

TIO

N

TO F

RO

NT

LIP

OF

LAV

. 8"

1'-6"

2

7

1'-6

"

SEAT COVERDISPENSER

3'-0

"

3'-4

"A

T A

DA

STA

LLO

NLY

7

GRABBARS

8

GRAB BARS ATH.C. SHOWERS

TO P

OIN

T O

FO

PE

RA

TIO

N

TO P

OIN

T O

FO

PE

RA

TIO

N

3'-9

"

4'-0

"

DIAPERCHANGINGSTATION

9 18

TOWELPIN

FOLDINGSHOWERSEAT

19

7

SCALE:

TYPICAL HEIGHT AND DIMENSIONS FOR TOILET ACCESSORIES AND FIXTURES1 1/4" = 1'-0"

7 3'-0

"

4'-6

"

2'-1

0"

1'-6

"M

IN.

3'-4

"

VERTICALGRABBAR

17

17

3'-4

"

17

11 2"M

IN.

3'-6"

6"

3"112"

21 2"1'

-4"

1'-3"

2'-6"

19

SIDEWALL

SIDEWALL

BA

CK

WA

LL

1'-1

1"

1'-2"

1'-6

"3'

-4"

3'-4"

17

℄

℄

1'-2

"

1'-1

1 2"7"

1'-112"

1'-6"

11

PLAN NOTES:

6

11

13

12

9

10

8

7

1

5

4

3

2

OFCI PAPER TOWEL DISPENSER

OFCI TOILET PAPER HOLDER

OFCI SANITARY NAPKIN DISPOSAL

OFCI SOAP DISPENSER

OFCI MIRROR

ONE PIECE GRAB BAR, (E) DESIGNATES EXISTING TO REMAIN

OFCI TOILET SEAT COVER DISPENSER

LAVATORY, WALL HUNG OR COUNTERTOP AS SHOWN, (E) DESIGNATESEXISTING TO REMAIN, REFER TO PLUMBING DRAWINGSWATER CLOSET, HANDICAP ACCESSIBLE AS INDICATED (HC) , FLOOR MOUNTEDOR WALL HUNG AS SHOWN, (E) DESIGNATES EXISTING TO REMAIN, REFER TOPLUMBING DRAWINGS

15

16

14

OFCI SANITARY NAPKIN DISPENSER

17 NEW VERTICAL GRAB BAR

18

19

20

WALL PROTECTION FINISH, REFER TO FINISH SCHEDULE

WALL BASE, REFER TO FINISH SCHEDULE

NEW TOWEL PIN

FOLDING SHOWER SEAT

FIBERGLASS SHOWER STALL, REFER TO PLUMBING DESIGN/BUILD DRAWINGS

HAND HELD/ADJUSTABLE SHOWER HEAD WITH VALVE, REFER TO PLUMBINGDEISIGN/BUILD DRAWINGS

PAINT, REFER TO FINISH SCHEDULE

OFCI WALL MOUNTED BABY CHANGING STATION

BRACE AS REQUIRED, REFER TO ELEVATION FOR TYPE,(S) DENOTES SURFACE, (H) DENOTES HIDDENS, REFER TO DETAILS

21 SOLID SURFACE COUNTERTOP WITH 4" BACKSPLASH AT ALL WALLS

22

FLOOR DRAIN, (E) DESIGNATES EXISTING TO REMAIN, REFER TO PLUMBING DRAWINGS

NEW SPECIMEN PASS-THRU23

DOOR AND/OR WINDOW AS OCCURS PER PLAN24

4A4.4

5A4.4

WALL LIGHT, REFER TO ELECTRICAL DRAWINGS25

EXISTING LAV AT EXISTING VANITY TO REMAIN26

GENERAL NOTES:1. REFER TO ROOM FINISH SCHEDULE IN SPECIFICATIONS FOR WALL

AND FLOORING FINISHES.FLUSH CONTROLS FOR HANDICAPPED ACCESSIBLE WATER CLOSETSHALL BE INSTALLED ON THE WIDE SIDE OF THE WATER CLOSET.

2.

MINIMUM DIMENSION TO POINT OF SERVICE FOR TOILET PAPERDISPENSER IS 1'-7". HOWEVER MOUNT AT 24" O.C. AT STANDARDWATER CLOSET AND AS HIGH AS POSSIBLE IN HANDICAP WATERCLOSET ALLOWING 2" CLEARANCE AT UNDERSIDE OF GRAB BAR

3.

REFER TO DETAIL 1/A4.0 FOR TYPICAL MOUNTING HEIGHTS ANDDIMENSIONS FOR TOILET ACCESSORIES AND FIXTURES.

4.

ALL EXPOSED HOT WATER AND WASTE LINES TO BE INSULATED.5.

SCALE:

SHOWER ROOMS ENLARGED PLANS - BASEMENT2 1/4" = 1'-0"

3'-4

"

23

TO P

OIN

T O

FO

PE

RA

TIO

N

C

4 4

C

SHOWER003

EXSTTOILET

004

EXSTTOILET

013

3A4.0

A

BC

D

4A4.0

A

BC

D

6A4.0

A

BC

D

SCALE:

SHOWER ELEVATION - BASEMENT3 1/4" = 1'-0"

SCALE:

EXISTING TOILET ROOM ELEVATION - BASEMENT4 1/4" = 1'-0" SCALE:

EXISTING TOILET ROOM ELEVATION - BASEMENT5 1/4" = 1'-0"

4'-7" 19'-11"

6" 3'-2" 11"

℄ ℄℄

℄℄

℄

℄℄℄

4'-4" 5'-7" 10'-0"1"

2'-9" 1'-6" 2'-2" 3'-5"

2'-1

"

1'-9

"4'

-3"

3'-3

"4'

-4"

13'-7

"9"2'

-6"

19'-11"4'-7"

14'-10"9"3'-4"1'-0"4'-7"

11'-10"1'-0"2'-0"1'-6"1'-10"1'-0"8"3'-11"

13'-7

"

℄℄

5'-7

"8"

5'-7

"1'

-9"

1'-9

"

2'-1

" 4"

1'-0

"1'

-2"

10"

2"

6"6"

1'-6

"1'

-0"

2'-1

"2'

-5"

A WEST

16

19

8

B NORTH

16

19

2 4

17

C EAST

5 6

25

7

17 16

20

1

D SOUTH

003

A WEST

56

25

B NORTH24

17

C EAST

8

D SOUTH

1

004

A WEST

1

B NORTH

2 4C EAST

8 6

25

5

D SOUTH

1

2

013

2 2

4

4 4

55

6

7(E)

7(E)

7(E)

7(E)

7(E)

7

8

8 8

10

10

(E)

(E)

11 (E)

11 (E)

11 (E)

11 (E)

11(E)

12(E)

12(E)

12 (E)

12 (E)

12 (E)

12 (E) 12(E)

12 (E)

12(E)

13 13

13

13

13 13

13

13 13

13

1313

14 14

14 14

14 14

14 14

14 14

14 14

15 15

1515

15 15

1515

15

15

1515

16

7

17

18

18

19

24

24

24

24

24

24

26

26

1

6

6"

4'-0

"P

ER

RC

P

6"

4'-0

"P

ER

RC

P

6"

4'-0

"P

ER

RC

P

HC

HC

HC

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AutoCAD SHX Text


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MLH

A4.1



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




PLAN NOTES:

6

11

13

12

9

10

8

7

1

5

4

3

2




OFCI SOAP DISPENSER

OFCI MIRROR




15

16

14



18

19

20



NEW TOWEL PIN

FOLDING SHOWER SEAT







22




4A4.4

5A4.4





2.


3.


4.


SCALE:

RESTROOM ENLARGED PLANS - FIRST FLOOR1 1/4" = 1'-0"

SCALE:

TOILET ROOM ELEVATION - FIRST FLOOR2 1/4" = 1'-0" 109

SCALE:

RESTROOM ELEVATION - FIRST FLOOR3 1/4" = 1'-0" 110

SCALE:

RESTROOM ENLARGED PLAN - FIRST FLOOR4 1/4" = 1'-0" SCALE:


SCALE:



10'-2"

1'-2" 9'-0"

4'-10"4"

4'-6"

7'-1

0"

7'-1

0"

4"

4"1'

-8"

4'-2

"1'

-8"

15'-0"

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

4"

1'-0" 10"

1'-3

"1'

-6"

9"4"1'

-3"

2'-5

"

℄ ℄ ℄

℄℄

℄℄

℄

RESTROOM109

2A4.1

A

BC

D

RESTROOM110

3A4.1

A

BC

D

9'-4"4"

9'-0"

℄

1'-2"1'-6"

8'-1

"4"

1'-3

"3'

-6"

1'-0

"2'

-0"

9'-4"

4"

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

8'-1

"

4"

1'-0

"1'

-0"

RESTROOM112

5A4.1

A

BC

D

5'-4"4"

5'-0"

7'-1

0"4"

4'-6

"1'

-0"

5'-4"

4"

1'-0" 11" 1'-6"

7'-1

0"

4"2'

-6"

2'-0

"1'

-0"

2'-0

"

℄℄

℄

℄ ℄ ℄

℄ ℄ ℄

℄

℄℄

RESTROOM115

5A4.1

A

BC

D

HC

CBA D SOUTHEASTNORTHWEST


HC



6"4'

-0"

SE

E R

CP

6"4'

-0"

SE

E R

CP

6"4'

-0"

SE

E R

CP

6"4'

-0"

SE

E R

CP

1

1

1

1

1

1

1

1

2 4 2 4

42

24

42 4

2

2

4

42

24

42

2 4

3

3 5

5

5

5

5

5

24

5

5

6

6

6

6

6

6

6

6

7

17

7

7

17

7 17

7

8

8

8

8

8

8

8

8

11

11

11

11

11

11

11

11

12 12

1212

12

12 HC

HC

12 12

12

129

9

15

13

14

15

13

1412

15

13

14

15

13

14

2221

(H)2221

(H)

2221

(H)

2221

(H)

24

24

24

24

24

24

24

24

25

25

25

25

3A4.4

3A4.4

15

13

15

13

15

13

14

14

14

15

13

14

15

13

14

15

13

14

15

13

14

15

13

14

15

13

15

13

14

15

13

14

15

13

14

7

17

1'-6"1"

5'-9

"

1'-0"

7"

2'-0

"

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


MLH

A4.2



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




PLAN NOTES:

6

11

13

12

9

10

8

7

1

5

4

3

2




OFCI SOAP DISPENSER

OFCI MIRROR




15

16

14



18

19

20



NEW TOWEL PIN

FOLDING SHOWER SEAT







22




4A4.4

5A4.4





2.


3.


4.


SCALE:



SCALE:

RESTROOM ENLARGED PLANS - FIRST FLOOR5 1/4" = 1'-0" SCALE:


SCALE:



SCALE:


8'-8"6"

1'-6" 3'-7" 1'-6"

10'-2

"

1'-0

"1'

-0"

1'-0

"

10'-2

"

8'-8"

6"

5'-8" 2'-6"

1'-0

"2'

-0"

1'-0

"2'

-6"

1'-8

"2'

-0"

℄

℄℄℄

℄℄

℄

℄

9'-6"4"

2 2

10'-0

"10

"

3'-2

"6'

-0"

9'-6"

4"

10"

RESTROOM142

RESTROOM124

2A4.2

A

BC

D

4A4.2

A

BC

D

3

13'-5"

3

1'-9" 2'-0"

9'-1

"

13'-5"

4'-9"

9'-1

"

11"

1'-6

"2'

-1"

1'-7

"2'

-0"

1'-0

"

6A4.2

A

BC

D 7A4.2

A

BC

D

RESTROOM160

RESTROOM161

HC




1

1

1

1

2 4

1'-0"

24

24

24

2 4

3

5

53

5

5

6

6

6

6

2

4

7

17

7 17

7

8

8

HC

9

11

11

11

11

11

12

12 12

12

1212

8

6"4'

-0"

SE

E R

CP

6"4'

-0"

SE

E R

CP

13

14

15

13

14

152122 (H)

2122 (H)

24

24

24 24

24

24

25

25

3A4.4

23

℄

℄℄

℄℄

℄

℄

℄

℄℄

℄

1'-0"1'-0"4"

11"

1'-6

"1"

3'-7

"1'

-6"

2'-4" 1'-0" 5'-4"

℄1'

-6"

6'-4"

24 177

12 HC

5

6

1

2122 (H)

8

6"4'

-0"

SE

E R

CP

13

14

15

24

2 4

17

7

12

HC

1

24

5

67

112 21

22(H)

25

3A4.4

8

1

1113

14

15

13

15

13

15

14 14

13

14

15

13

14

15

1'-6"

1"

7'-2

"

1'-6

"

10'-0

"℄

℄℄

℄℄

℄6'-2" 1'-0" 2'-0"

1'-6

"3'

-2"

1'-5

"1'

-7"

1'-6

"

8'-2" 1'-0"


HC

1

245

6 7

111221

22(H)

25

3A4.4

13

15

14

24

13

14

15

24

17

7

12

6"4'

-0"

SE

E R

CP

13

14

15

23

8

1

2122(H)

6

11

11

5

8

2 417 7

12HC

13

14

15

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


MLH

A4.3



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




PLAN NOTES:

6

11

13

12

9

10

8

7

1

5

4

3

2




OFCI SOAP DISPENSER

OFCI MIRROR




15

16

14



18

19

20



NEW TOWEL PIN

FOLDING SHOWER SEAT







22




4A4.4

5A4.4





2.


3.


4.


SCALE:

RESTROOM ENLARGED PLANS - SECOND FLOOR1 1/4" = 1'-0"

SCALE:

TOILET ROOM ELEVATION - SECOND FLOOR2 1/4" = 1'-0" 210

SCALE:

RESTROOM ELEVATION - SECOND FLOOR3 1/4" = 1'-0" 211

SCALE:

RESTROOM ENLARGED PLAN - SECOND FLOOR4 1/4" = 1'-0" SCALE:


SCALE:



3

D

D

3

8'-0"6"

1'-0" 6'-6"

7'-8

"9'

-6"

4"1'

-6"

3'-8

"

7" 11"

1'-1

0"3'

-8"

1'-6

"

8'-0"

6"

1'-0" 1'-0"

2'-0" 1'-0" 2'-4" 2'-2"

9'-6

"7'

-8"

4"7'

-4"

℄

℄

℄℄

℄℄

℄℄

℄ ℄

7'-4"4"

1'-0" 1'-0"

9'-1

"

9'-1

"

11"

1'-6

"3'

-7"

1'-6

"

7'-4"

4"

1'-6" 2'-0"

℄

℄ ℄2'-6" 1'-0"

℄℄

℄

10'-2"

2'-0" 1'-4" 2'-6" 1'-0" 2'-0" 1'-4"

8'-1

0"8"

2'-6

"5'

-8"

10'-2"

6"1'-0" 1'-0" 1'-4"

8'-1

0"

8"

5'-1

"1'

-6"

℄ ℄ ℄

℄

℄℄

℄

RESTROOM210

RESTROOM211

RESTROOM230

RESTROOM247

2A4.3

A

BC

D

3A4.3

A

BC

D

5A4.3

A

BC

D

7A4.3

A

BC

D

HC

6


HC

6


HC

6


HC

6


1

25

1

1

1

1

1

1

1

1

6"4'

-0"

PE

R R

CP

6"4'

-0"

PE

R R

CP

6"4'

-0"

PE

R R

CP

6"4'

-0"

PE

R R

CP

24

2 4

24

24

24

24

24

2 4

2

4

2 4

2 4

5

5

5

5

5

5

5

5

6

6

6

6

717

7

17 7

7

177

717

7

7

17

7

717

717

8

8

8

88

8

8

9

3

39

11

11

11

11

11

11

11

11

12

12

12 12

12

1212

12 12

1212

12HC

HC

HC

HC

13

15

14

13

15

14

13

15

14

13

15

14

21 22 (H)

21 22 (H)

2122(H)

2122(H)

2122 (H)

2122 (H)

2122 (H)

2122 (H)

2122 (H)

24

24

24

24

24

24

24

24

25

25

25

3A4.4

3A4.4

3A4.4

3A4.4

1'-6

"1"

1'-6

"1"

5'-6"

5'-0"

1'-6

"1"

1'-6

"

1"

6'-4"

13

15

14

13

15

14

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


A4.4



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




PLAN NOTES:

6

11

13

12

9

10

8

7

1

5

4

3

2




OFCI SOAP DISPENSER

OFCI MIRROR




15

16

14



18

19

20



NEW TOWEL PIN

FOLDING SHOWER SEAT







22




4A4.4

5A4.4





2.


3.


4.


(RESTROOM PLAN DNA ELEVATION ONLY)

2'-0"U.O.N.

41 2"

SCALE:

SOLID SURFACE COUNTER SECTION3 1 1/2" = 1'-0" 1630-A4.4-03

3CM SOLID SURFACE COUNTERTOPWITH EASED EDGE AT APRON

SINK, REFER TO PLUMBING DRAWINGS

4"

TUBE STEEL BRACE PERSPACING AS REQUIREDPER LENGTH OF COUNTERTOP

4A4.4

3CM SOLIDSURFACEBACKSPLASH

2'-1

0"

2"x2"x316" T.S. W/ (4) 3 8"DIA. MB

TO 20 GA STUDS EACH SIDE

SCALE:

SUPPORT BRACE - HIDDEN4 N.T.S. 1630-A4.4-04

PLAN

2'-1

0"3'

-6"

NOTE:SPACING AS REQUIRED FORLENGTH OF COUNTERTOP

2"

18" AT 24" DEEP

24" AT 30" DEEP

112"x .065 WALL THICKNESS (15 GA.) STEEL TUBE

(PROVIDE END CAP)

SCALE:

SUPPORT BRACKET5 N.T.S. 1630-A4.4-05

18"

6"11

2"x 14" WELDEDGUSSET AT 45°

2x2 CONTINUOUS BLOCKING

1 12"

SCALE:


RESTROOM ELEVATION - SECOND FLOOR2 1/4" = 1'-0" 272 273 SIM, OPP

RESTROOM272

RESTROOM273

℄℄

℄℄

℄℄

℄ ℄

℄ ℄

5'-1" 5'-7"

4" 1'-9" 1'-0" 2'-0" 8" 2'-0" 1'-0" 1'-11"

4'-1

0"

1'-6

"1'

-4"

10"

1'-2

"

5'-1" 5'-7"

4" 3'-9" 1'-0" 8" 1'-0" 3'-11"

4'-1

0"

1'-2

"10

"1'

-4"

1'-6

"

2A4.4

A

BC

D 2A4.4

OPP

A

DC

B

A WEST2 4 12

13

14

15

B NORTH

24

5

6

12

25

11

13

15

14

24

1

11

C EAST

14

15

1313

15

D SOUTH

8

14

PE

R R

CP

4'-0

"6"

A272 A273( SIM, OPP)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


A5.0



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET



SCALE:

CASEWORK ELEVATION - LAB1 1/4" = 1'-0" 123

KNEESPACE

SCALE:

CASEWORK ELEVATION - PHLEBOTOMY2 1/4" = 1'-0"

2'-5

"

3'-0" 3'-0"

KNEESPACE

1'-6" 3'-8" 3'-0" 1'-0"

2'-1

0"1'

-10"

2'-6

"

128

PRINT

MICRO

2'-5

"

COMP.

AUTOCLAVE

3'-4

"

W/EYEWASH

22'-8"

1'-4

"

6'-0"

PHLEBOTOMYCHAIR,N.I.C.

PHLEBOTOMYTABLE,N.I.C.

SCALE:

CASEWORK ELEVATION - TYPICAL EXAM3 1/4" = 1'-0"

SCALE:

CASEWORK ELEVATION - PHARMACY4 1/4" = 1'-0" 123

2'-1

0"

3'-0" 2'-6"CLR.

1'-1

0"2'

-6"

2'-6"3'-0"

SCALE:

CASEWORK ELEVATION - ELIGIBILITY7 1/4" = 1'-0" 123

SCALE:

CASEWORK ELEVATION - NURSE STATION10 1/4" = 1'-0"

3'-0"

2'-9"

1'-0"6'-0"

3'-4

"1'

-4"

2'-6

"

2'-1"

3'-0"3'-0"3'-0" 2'-8"

2'-0"

2'-0"

KNEESPACE2'

-5" KNEE

SPACEKNEESPACE

FILE FILEFILE

FILE

FILE

FILE

FILE

FILE

FILE

OPENTHRU

OPENTHRU OPEN

THRU

FILE

FILE

FILEFILE FILE

FILE

FILE

FILE

FILE

3'-0" 3'-0"

FILEFILE

FILE

4'-8"

2'-5

"

REF.N.I.C.,24.5Wx70.5Hx24.5D

U/C FREEZ.N.I.C.,24Wx33.5Hx26.75D

OPENTHRU

OPENTHRU

OPENTHRU

2'-1

0"

3'-4

"

PULL OUTSLIDINGPRINTER SHELF

KNEESPACE

2'-2"

1'-3"

2'-1

0"

3'-0"3'-0"3'-0"2'-0"

7.5" DEEP ADJ. SHELVESON 1.5" CENTERS

7'-0

"

7.5" DEEP ADJ. SHELVESON 1.5" CENTERSFASTEN TO WALL FORSTABILITY

7.5" DEEP ADJ. SHELVESON 1.5" CENTERSFASTEN TO WALL FORSTABILITY

3'-4

"

REF.,N.I.C.32.5 Hx19.4Dx18.5W PULL OUT

SLIDINGPRINTER SHELF

KNEESPACE

KNEESPACE 4'

-2"

3'-6" 2'-0" 2'-0" 2'-0" 3'-6"

VIAL DRAWERS

2'-1

0"

3'-0"2'-6"CLR.

1'-1

0"2'

-6"

2'-6" 3'-0"

2'-0"

2'-0"

KNEESPACE 2'

-10"

2'-8" 2'-6"CLR.

1'-1

0"2'

-6"

2'-6"2'-8"

2'-0"

2'-0"

KNEESPACE

A B C 1'-4"

1'-4"

A B D

KNEESPACE

1'-4" 1'-4" 1'-4" 1'-4" 1'-4" 1'-4" 1'-4" 1'-4"4'-7"1'-4" 3'-5" 1'-4" 1'-4" 1'-4" 3'-1" 1'-4"

OPENTHRU

OPENTHRUOPEN

THRU

6'-2"4"5'-11"6'-0"

PRIVACYPANEL PRIVACY

PANELPRIVACYPANEL2'

-5"

SCALE:

CASEWORK ELEVATION - ELIGIBILITY, FRONT VIEW9 1/4" = 1'-0"

1'-6"

OPENTHRU

OPENTHRU

OPENTHRU

3'-4

"

SCALE:

CASEWORK ELEVATION - PHARM CLINICAL8 1/4" = 1'-0"

3'-2"

2'-5

"

3'-0" 3'-0"

2'-5

"

2'-1" 3'-0"

7'-2

"

9'-0"

3'-0"

3'-0"

6'-11"

KNEESPACE

2'-1"A B

154

FILE

4'-1"

KNEESPACE

SCALE:

CASEWORK ELEVATION - PHARM OFFICE6 1/4" = 1'-0"

FILE

KNEESPACE

5'-5"

4'-1"

SCALE:

CASEWORK ELEVATION - PHARM OFFICE5 1/4" = 1'-0"

4" 5'-6"

3'-4

"

SCALE:

CASEWORK ELEVATION - PHARMACY CONT.4 1/4" = 1'-0"

4

12

13

33

152

3

3'-4"

KNEESPACE

2'-11"

4'-2

"

13'-0"

1414

14

-A5.0

-A5.0

A B

6

C

F G

-A5.0

FILE

E

H

KNEESPACE

4'-2" 4"

I

-A5.0

FILE

KNEESPACE

OPENTHRU

4'-6"

3

2'-5

"2'

-2"

12 INCH HIGH LIP ONEDGE

12 INCH HIGH LIP ONEDGE

4

2'-1

0"

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

KNEESPACE

KNEESPACE

PRINT.NIC

PRINT.NIC

814" 3'-33

4" 3'-334" 81

4"

OPENTHRU

3'-1"

19" DEEPPRIVACYSCREEN

13" DEEPPRIVACYSCREEN

A B

7'-0

"

712" 2'-113

4" 1'-412" 2'-101

2" 1'-412" 3'-1"

3'-0" 1'-8" 3'-0" 1'-6" 3'-0" 3'-0" 3'-0" 3'-0"

44

REFERENCE NOTES:

6

11

13

12

9

10

8

7

1

5

4

3

2

ADJUSTABLE SHELF, TYP.


4" BACKSPLASH, WRAP AT CORNERS, COLUMNS AND END WALLS, TYP.

GYPSUM BOARD, PAINT

BASE AS SCHEDULED

COLUMN, GYPSUM BOARD/PAINT

FILE DRAWER

14

REFRIGERATOR, N.I.C.

12" DEEP PLASTIC LAMINATE UPPER CABINET, PROVIDEFINISHED ENDS AT ALL EXPOSED SIDES

PLASTIC LAMINATE COUNTER TOP

COPIER, N.I.C.

WATER FILLER STATION, REFER TO PLUMBING DRAWINGS

OUTLINE OF PARTIAL HT WALL BEYOND

PLASTIC LAMINATE END PANEL

15 PLASTIC LAMINATE BACK PANEL, FULL WIDTH OF WINDOW

16 PAPER TOWEL DISPENSER, O.P.C.I.

17 SOAP DISPENSER, O.P.C.I.

18 BRACE PER SPECIFICATIONS

19 CORNER GUARD PER SPECIFICATIONS

20 EXISTING DOOR PER PLANS

21 24" DEEP PLASTIC LAMINATE COUNTER WITHBACKSPLASH,RETURN AT SIDE WALLS.

22 24" DEEP PLASTIC LAMINATE STORAGE WITH ADJUSTABLESHELVES, TYP.

23 COMMERCIAL COFFEE MAKER, O.P.C.I., REFER TO PLUMBING,ELECTRICAL DRAWINGS

24 COMMERCIAL MICROWAVE, O.P.C.I., REFER TO ELECTRICALDRAWINGS

25 18" DEEP PLASTIC LAMINATE MICROWAVE SHELF. RADIUS ATEACH CORNER

26 FULL HEIGHT SOLID SURFACE TYPE 2 BACKSPLASH

26

27 WINDOW PER PLAN

2727

27

2727

3'-4

"1'

-0"

3"

2'-0"

4'-7

"

4

11 1

11

1

-A5.2

28 AUTOCLAVE, N.I.C., REFER TO ELECTRICAL DRAWINGS

1 1 1

11

22 2

29 DIGITALLY PRINTED PROTECTIVE WALLCOVERING

30 LOCK, TYP.

31 SOLID SURFACE (TYPE 1) TRANSACTION COUNTER

4'-9

"

1

22

2 2

2 2

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

27 27

3'-3" 1'-4"

313131

10

1 11 1 1 1

2'-5

"

2'-5

"

2'-0" 2'-0"

11

27

-A5.0

2'-5

"

2'-1

0"

2

2

22

1'-11"

19

1617161716171617

A5.1



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET



SCALE:

CASEWORK ELEVATION - RECEPTION6 1/4" = 1'-0"

FILE

FILE

FILE

7'-2"

KNEESPACE

FILE

KNEESPACE

2'-5

" 3'-6

"

2'-5

"

2'-1

0"

5'-1"

3'-9"2'-0"

243

1'-4"1'-4" 1'-4"

3'-0"2'-10"

2'-1

0"

SCALE:

CASEWORK ELEVATION - CORRIDOR 1 1/4" = 1'-0"

SCALE:

CASEWORK ELEVATION - EXAM 2 1/4" = 1'-0"

2'-1

0"

3'-0"2'-6"CLR.

1'-1

0"2'

-6"

2'-6"

2'-0"

2'-0"

KNEESPACE

1'-2"

8'-8"

2'-1

0"

2'-1

0"

3'-0"2'-6"CLR.

1'-1

0"2'

-6"

2'-6"

2'-0"

2'-0"

KNEESPACE

1'-6"

9'-0"

2'-1

0"

7'-2

"

3'-4"

10'-0"3 EQUAL UNITS, 18" D.

3'-4" 3'-4"

SCALE:

CASEWORK ELEVATION - LACTATION5 1/4" = 1'-0"

SCALE:


2'-1

0"

1'-6" 3'-11"

7'-11"

3'-0"

SCALE:


2'-6"CLR.

2'-6"

KNEESPACE

2'-5"

1'-1

0"2'

-6"

SCALE:

CASEWORK ELEVATION - SUPPLY7 1/4" = 1'-0"

2'-1

0"

2'-2"

1'-1

0"2'

-6"

4'-8"

2'-0"

2'-0"

6'-8"

2'-6"

SCALE:

CASEWORK ELEVATION - DENTAL RECEPT.8 1/4" = 1'-0" 265

2'-1

0"4'

-2"

3'-0" 1'-6"1'-6"

FIXEDFIXED

134100

105102107108

SCALE:

CASEWORK ELEVATION - DIRTY9 1/4" = 1'-0" 167

3'-0" 3'-2"CLR.

3'-0"

KNEESPACE

3'-2"

6'-2"

2'-1

0" 3'-6

"

3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"

OPENTHRU

OPENTHRU

SCALE:

CASEWORK ELEVATION - WAIT11 1/4" = 1'-0" 141

OPENTHRU

6'-10"

OPENTHRU

3'-0" 11'-1"6"

3'-6

"

4'-5"

SCALE:

CASEWORK ELEVATION - COPY10 1/4" = 1'-0"

7'-2

"

2'-1

0"

COUNTERPRINTER,N.I.C.

3'-0"

SCALE:

CASEWORK ELEVATION - WAIT12 1/4" = 1'-0" SCALE:

CASEWORK ELEVATION - BILLING13 1/4" = 1'-0"

2'-1

0"

OPENTHRU

OPENTHRU

FILEFILE

FILE

6'-6"

KNEESPACE

OBSCUREGLASS

OBSCUREGLASS

SCALE:

CASEWORK ELEVATION - STAFF 14714 1/4" = 1'-0"

7'-6"6"

3'-6

"

SCALE:

CASEWORK ELEVATION 15 1/4" = 1'-0" 141

KNEESPACE

2'-0"

SCALE:

CASEWORK ELEVATION DENTAL: ALTERNATE16 1/4" = 1'-0"

1'-4"

2'-5

"

5'-2"2'-0"

8'-6"

2'-3

"2'

-6"

7'-2

"

13'-9"

2'-5

"2'

-3"

2'-6

"

7'-2

"

KNEESPACE 2'

-10"

6'-0" 2'-0"

2'-10"

1'-1

0"2'

-6"

7'-2

"

SCALE:

CASEWORK ELEVATION DENTAL LAB: ALTERNATE17 1/4" = 1'-0"

2'-1

0"

6'-0"2'-0"

1'-1

0"

7'-2

"

3'-0" 1'-11"

1'-3"1'-0" 3'-0" 1'-8"

2'-6

"

AA BB

2'-5

"

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

1'-0"CLR

1'-6"CLR

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

17A8.3

18A8.3

19A8.3

3'-8

"

REFERENCE NOTES:

6

11

13

12

9

10

8

7

1

5

4

3

2




GYPSUM BOARD, PAINT

BASE AS SCHEDULED


FILE DRAWER

14




COPIER, N.I.C.
















27 WINDOW PER PLAN



2

11

4

16 17

6

55

2

6

4

16 17

1

30 LOCK, TYP.

30

3054

16 17

2

6

1

30

1

4 530

2

2

1

30

333

3

OPENTHRU OPEN

THRU2

A B

3'-6

"

OPENTHRU2

1

31 SOLID SURFACE (TYPE 1) TRANSACTION COUNTER

31

8'-6"

3131

1 1 1C

2'-5

"

2'-1

0"

5'-1"

OPENTHRU

31

1D

4'-1

0"

2

8'-6"

A5.2



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET



REFERENCE NOTES:

6

11

13

12

9

10

8

7

1

5

4

3

2




GYPSUM BOARD, PAINT

BASE AS SCHEDULED


FILE DRAWER

14




COPIER, N.I.C.




SCALE:

CASEWORK ELEVATION - BREAK ROOM1 1/4" = 1'-0" SCALE:

CASEWORK ELEVATION - CONFERENCE2 1/4" = 1'-0"

3'-0"

11'-6"

3'-0" 3'-0"

2

12'-6"

2'-1

0"

1






19

001006 SCALE:

CASEWORK ELEVATION - EXIST. OFFICE3 1/4" = 1'-0" 009

A


20

1'-6"CLR.

7'-4"

2'-1

0"1'

-10"

2'-6

"

3'-0" 3'-0" 1'-4"

18 18

6


21

B


22

7'-2

"

13'-0"4 EQUAL UNITS

11

2

1111

4


234


3'-0"3'-0"3'-0"3'-0"7'-0"

2'-1

0"1'

-10"

2'-6

"

24

24

3'-0"3'-0"3'-0"3'-0"


25

6

2

11

55

2

SCALE:

ELEVATION - CORRIDOR4 1/4" = 1'-0" 130


27 WINDOW PER PLAN



29

1

19

19

2

2

MLH

A6.0



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




SCALE:1BASEMENT PARTIAL REFLECTED CEILING PLAN - REMODEL (SOUTH)

1/8"=1'-0"

A

A

1

5

B C D

2

3

4

B C D




1.

2.

3.

GENERAL NOTES:

135'-2"

71'-6"36'-0"27'-8"

95'-7

"

46'-0

"18

'-3"

15'-6

"15

'-10"

135'-2"

27'-8" 36'-0" 71'-6"

95'-7

"

15'-1

0"15

'-6"

18'-3

"46

'-0"

1A3.2

1A3.2

MA

TCH

A6.

0

FOU

ND

ATI

ON

- N

OT

SH

OW

N

MA

TCH

A

6.0

FOU

ND

ATI

ON

- N

OT

SH

OW

N

1

5

2

3

4

3A3.2

3A3.2

1A3.6

2A3.6

1A3.6



EXISTINGUTILITY TUNNEL

6

62

26

EXISTINGUTILITY TUNNEL

8'-0"

8'-0" 8'-0"

8'-0"

8'-0"

6'-0"

8'-0"

SYMBOL LEGEND:

NEW 5 8" TYPE 'X' GYPSUM BOARD CEILING

NEW 1'x1' ACOUSTICAL CEILING TILEPLASTER SUBSTRATE AND ALL FURRING ANDWOOD SUPPORT FRAMING, REFER TO

NEW 2'x4' SUSPENDED ACOUSTICALCEILING TILE SYSTEM, REFER TO




1A6.5

2A6.5

1A6.5

2A6.5

REFERENCE NOTES: (NEW WORK)1

2

3

4

5

6

STEEL CANOPY, PAINT

SUSPENDED 5 8" TYPE 'X' GYPSUM BOARD CEILING FINISH

58" TYPE 'X' GYPSUM BOARD ATTACHED TO SOFFIT FRAMING

METAL SOFFIT PANELS

PROVIDE WINDOW SHADES AT WINDOW

OPEN TO STRUCTURE ABOVE

CAMERA, REFER TO ELECTRICAL DRAWINGS7

NEW LIGHT FIXTURES AT SUSPENDED ACOUSTICAL CEILINGSYSTEM . REFER TO ELECTRICAL DRAWINGS

NEW EXIT LIGHT FIXTURES. REFER TO ELECTRICAL DRAWINGS

EXISTING LIGHT FIXTURES TO REMAIN. REFER TO ELECTRICALDRAWINGS

EXISTING EXIT LIGHT FIXTURES TO REMAIN. REFER TO ELECTRICALDRAWINGS

(E)

NEW SURFACE MOUNTED LIGHT FIXTURES (WALL OR CEILING) .REFER TO ELECTRICAL DRAWINGS

NEW RECESSED LIGHT FIXTURES (INTERIOR AND EXTERIOR) .REFER TO ELECTRICAL DRAWINGS

NEW HVAC (EXHAUST, DIFFUSER, RETURN AIR). REFER TO HVACDRAWINGS



CONFERENCEROOM

001

SHOWER003

CORR.018

CORR.011

CORR.017

CORR.005

EXSTTOILET

004

BREAK006

STAIR NO. 4094

STOR012

WORK/COPY

007

ELECT/FIRESRPINKLE

008

STOR019

ELEVATOR090

ELEV.MECH

020PHONE/I.T.

021

FACILITIESSTOR.

022

MECH/ELECT.

023

STAIR NO. 3093

CLOSET024

CONFERENCEROOM

002

EXSTOFFICE

009

EXSTSUPPLIES

010

EXSTTOILET

013

STOR014

SHOP015 SHOP

016

COL (E)

COL (E)

COL (E)COL (E) COL (E)

COL (E)

COL (E)

COL (E)

COL (E) COL (E)COL (E)

COL (E)

2

7'-11"

8'-0"

3

6

3A6.5

6

16'-9

"2'

-0"

1'-1

1"

25'-4

"

COL (E)

COL (E)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


MLH

A6.1.1

A

A

1

5

B C D

2

3

4

B C D



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




SCALE:1FIRST PARTIAL REFELCTED CEILING PLAN - REMODEL (SOUTH)

1/8"=1'-0"




1.

2.

3.

GENERAL NOTES:

71'-6"36'-0"27'-8"

95'-7

"

46'-0

"18

'-3"

15'-6

"15

'-10"

135'-2"

27'-8" 36'-0" 71'-6"

95'-7

"

15'-1

0"15

'-6"

18'-3

"46

'-0"

8'-3"

8'-3"

8'-0"

8'-3"

8'-0"

8'-0"

8'-3"

8'-0"

8'-0"

8'-0"

8'-3"

8'-0"

8'-0"

8'-3"

8'-3"

8'-0"

8'-0"

8'-3"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-3"

8'-0"

8'-0"

8'-6"

8'-3"

8'-3"

8'-0"

1A3.2

1A3.2

MA

TCH

A6.

1.1

LIN

EA

6.1.

2

MA

TCH

A

6.1.

1

LIN

EA

6.1.

2

1

5

2

3

4

3A3.2

3A3.2

1A3.6

2A3.6

3A3.6

CHASE (E)

CHASE (E)

8'-0"

8'-9"

DS (N)DS (N)

DS (N)

DS (N)

DS (N)

2

2

3 2

3

2 32

3

4

RD (E)

RD (N)

1

2

2

3

2

2

2

2

2

2

5

2

3

2

3

5

RD

RD

5

4

4

RD (E)

SYMBOL LEGEND:







1A6.5

2A6.5

1A6.5

2A6.5


2

3

4

5

6

STEEL CANOPY, PAINT



METAL SOFFIT PANELS








(E)






EQ EQ

EQ

2'-0

"EQ

3'-0

"

EQ 2'-0" EQ

IMMUNIZATION111

EXAM121

EXAM131

EXAM132

WAIT141

WAIT146

EXAM135

EXAM137

DIRTY114

EXAM136

CLINICAL117

EXAM133

CLINICAL118

STAFF120

NURSEPREP138

SUPPLY134

VEST.145

TRIAGE149

OFFICE122

LAB/BLOODDRAW

123

PHLEB128

ENTRYVESTIBULE

125

STAIR NO. 3093RESTROOM

124

ELIGIBLITY144

JANITOR126

PROVIDEROFFICE

119

RESTROOM115

RESTROOM112

RESTROOM109 RESTROOM

110

MED. RECORDSCLERK

155

PHARMACY150

STAIR NO. 4194

RECEPTION140

ELEVATOR090

STAIR NO. 2192

RESTROOM142

WICEXAM

102

WICEXAM

107

WICEXAM

105

MC NURSES106

LACT.100

RECEPT.103

STAIR NO. 2092

WAIT104

CORRIDOR156

CORRIDOR130

CORRIDOR116

CORRIDOR113

CORRIDOR108

HALL101

WAIT127

STAFF147

CRISIS/MTG129

PHARMCLINICAL

154

PHARMOFFICE

152

HALL153

PHARMPACKING

151

STAIR NO. 4094

CORRIDOR148

WEIGH-IN139

HALL143

STOR172

STOR173

CORRIDOR166

CORRIDOR188

CLINICAL187

NEGPRESSURE

EXAM157

EXAM171

7'-2"

7'-2"

8'-0"

11A8.2

11A8.2

11A8.2

7

7

8'-3"

3

7

COL COL

COL COL

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)

COL (E)COL (E)

RD(E)

COL

COL

COL COL COL COL COL

COL COL COL

COL

COLCOL

COLCOLCOLCOLCOLCOL

COL

COL

COL

COL

COL COLCOL

COL COL

COL (E)

COL (E)

COLCOL

COL

COL

10A8.3

COL

COL

5'-10" 2'-0"

6" 1'-6

"

1'-0"TYP

1'-0"

1'-0"

1'-0

"

1'-1

0"

1'-3"

1'-0"

8'-0

"

1'-4

"

1'-0

"

4"

COL

COL

8'-0"

8'-9"

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


MLH

A6.1.2E

1

5

D E

2

3

4

D



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




SCALE:1FIRST PARTIAL REFELCTED CEILING PLAN - REMODEL (NORTH)

1/8"=1'-0"




1.

2.

3.

GENERAL NOTES:

74'-0"

95'-7

"

46'-0

"18

'-3"

15'-6

"15

'-10"

74'-0"

95'-7

"

15'-1

0"15

'-6"

18'-3

"46

'-0"

(E)(E)

(E)

8'-6"8'-0"

8'-0"

EXST

EXST

EXST

1

5

2

3

4

MA

TCH

A6.

1.1

LIN

EA

6.1.

2

MA

TCH

A

6.1.

1

LIN

EA

6.1.

2

2A3.2

2A3.2

3A3.2

3A3.2

DS (N)DS (N)DS (N)

DS (N)DS (N)

DS (N)DS (N)

5 5

5

22

1

SYMBOL LEGEND:







1A6.5

2A6.5

1A6.5

2A6.5


2

3

4

5

6

STEEL CANOPY, PAINT



METAL SOFFIT PANELS








(E)






RESTROOM160

RESTROOM161

STOR172

STOR173

OFFICE174

RESTROOM176

EXAM177

EXAM178

OFFICE175

AOD179

CORRIDOR166

CORRIDOR188

VEST180

AOD181A

OFFICE182

EXAM183

EXAM184

EXAM185

EXAM186

CLINICAL187

STAIR NO. 1191

CLOSET189B

CLOSET189A

NEGPRESSURE

EXAM157

CLINICAL158

EXAM159 EXAM

162

STAFF164

PROVIDEROFFICE

165

CLINICAL168

EXAM170

EXAM171 PROCEDURE

169DIRTY

167

CLOSET181B

HALL163

ELIGIBLITY144

RESTROOM142

STAIR NO. 2092

HALL143

ENTRYVESTIBULE

125

DS (N)DS (N)

4

1A3.7

2A3.7

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


MLH

A6.2.1



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




SCALE:1SECOND PARTIAL REFLECTED CEILING PLAN - REMODEL (SOUTH)

1/8"=1'-0"

A

A

1

5

B C D

2

3

4

B C D




1.

2.

3.

GENERAL NOTES:

135'-2"

71'-6"36'-0"27'-8"

95'-7

"

46'-0

"18

'-3"

15'-6

"15

'-10"

71'-6"36'-0"27'-8"

95'-7

"

15'-1

0"15

'-6"

18'-3

"46

'-0"

8'-0"7'-8"

8'-0"8'-0"

8'-0"

7'-6"

8'-0"

8'-0" 8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

7'-8"

8'-0"

7'-8"

8'-0"

CHASE (E)

ADD ALT. NO. 1REFER TO SHEETA6.4

1A3.2

MA

TCH

A6.

2.1

LIN

EA

6.2.

2

MA

TCH

A

6.2.

1

LIN

EA

6.2.

2

1A3.2

1

5

2

3

4

135'-2"

3A3.2

3A3.2

1A3.6

2A3.6

1A3.6

CHASE (E)

CHASE (N)

SYMBOL LEGEND:







1A6.5

2A6.5

1A6.5

2A6.5


2

3

4

5

6

STEEL CANOPY, PAINT



METAL SOFFIT PANELS




2

23

2 3

2

3

2

2

DS (N) DS (N)

DS (N)

DS (N)

DS (N)

RD (E)

2

RD (N) DS (N)

COL (E)COL (E)

DS (N)

COL (E)

COL (E)

COL (E)

RD (E)

COL (E) COL (E)

COL (E)

COL (E)COL (E)

COL (E) COL (E) COL (E) COL (E)

COL (E)

COL (E)

RD (E)





(E)






EQ EQ

EQ

EQ

EQ EQ

CLINICAL209

5CA205

OFFICE206

OFFICE203

PSYOFFICE

250

NURSESOFFICE

249

CLINICAL248

PEERS242

CONFERENCE240

OFFICE224

OFFICE225

OFFICE226

OFFICE227

OFFICE228

OFFICE231

SOSWORKROOM

252

CHILDRENSTEAM

OFFICE216

STOR.229

COFFEE / STAFF

233

GROUP/MTG213

HOUSING241

STAFFROOM

208

PSYOFFICE

251

OFFICE232

OFFICE219

OFFICE220

OFFICE218

CLINICAL238

OFFICE200

TEAMSPACE

204

OFFICE201

TAS202

BLDGUTILITY

239OFFICE

236

OFFICE237

STOR215

HALL212

RESTROOM210

RESTROOM211

CORR217

ELEV090

STAIR NO. 2192

STAIR NO. 4194

CORR253

CORR234

CORR235

STAIR NO. 4294

RESTROOM230

RESTROOM247

OFFICE221

OFFICE222

OFFICE223

GROUP/MTG214

HALL207

RECPT243

LOBBY246

WAIT244

EXSTOFFICE

260EXISTING

PROCEDURE261

EXSTMEETING

262

EXSTOFFICE

263

EXSTOFFICE

264A

EXSTRECEPTION

265

EXSTHALL266

EXSTSTOR

267

HALL245

EXSTCLST264B

EXSTCORR

280

EXSTOFFICE

270

EXSTOFFICE

285SOSA282

ADMINSUPPORT

A270

VARIES VARIES VARIES

VARIES

COL (E)

RAMP269

ROD(E)

ROD(E)

COL

COLCOL

COL (E)

COLCOL

COL

COL (E)

COL

COL

COL

COL COLCOL

COL

COLCOL

COLCOLCOLCOL

COL

COLCOL

COL COLCOL

COL

COLCOL

COL

COLCOL

7"5"

1'-0"

12'-2

"

1'-0

"

3'-6

"

1'-0

"

7'-4"

7'-6"

7'-6"

7'-6"

7'-6"7'-6"

7'-6"

7'-6" 7'-6" 7'-6" 7'-6"

7'-6"

7'-6"

7'-6"

7'-6"

8'-0"

7'-6"

7'-6"

7'-6"

COL COL

8'-0"

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


MLH

A6.2.2



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




SCALE:1SECOND PARTIAL REFLECTED CEILING PLAN - REMODEL (NORTH)

1/8"=1'-0"

E

1

5

D E

2

3

4

D




1.

2.

3.

GENERAL NOTES:

74'-0"

95'-7

"

46'-0

"18

'-3"

15'-6

"15

'-10"

74'-0"

95'-7

"

15'-1

0"15

'-6"

18'-3

"46

'-0"

ADD ALT. NO. 2REFER TO SHEETA6.4

MA

TCH

A6.

2.1

LIN

EA

6.2.

2

MA

TCH

A

6.2.

1

LIN

EA

6.2.

2

1

5

2

3

4

2A3.2

2A3.2

3A3.2

3A3.2

SYMBOL LEGEND:







1A6.5

2A6.5

1A6.5

2A6.5


2

3

4

5

6

STEEL CANOPY, PAINT



METAL SOFFIT PANELS








(E)






DS (N)

DS (N) DS (N) DS (N)

DS (N)DS (N) DS (N) DS (N)

RAMP269

EXSTCORR

280

STAIR NO. 1191

ROOFACCESS

277

EXSTHALL278

EXSTCONF275B

EXSTOFFICE

270

EXSTOFFICE

274

EXSTOFFICE

285

EXSTOFFICE

284

EXSTOFFICE

283

EXSTOFFICE

282EXST

OFFICE281 EXST

OFFICE279

EXSTSTORAGE

276EXSTSTORAGE

286

EXSTRESTROOM

273

EXSTRESTROOM

272

EXSTOFFICE

271OFFICE

275A

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MLH

A6.3



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




SCALE:1MECHANICAL / ATTIC PLAN - REMODEL

1/8"=1'-0"

A

A

1

5

B C D

2

3

4

B C D




1.

2.

3.

GENERAL NOTES:

VTR (E)

135'-2"

71'-6"36'-0"27'-8"

95'-7

"

15'-1

0"15

'-6"

18'-3

"46

'-0"

135'-2"

71'-6"36'-0"27'-8"

RD (E)

(BELOW)STAIR NO. 4

294

1A3.2

PA

RTI

AL

A6.

3

N/A

PA

RTI

AL

A6.

3

N/A

1A3.2

1

5

2

3

4

3A3.2

3A3.2

95'-7

"

46'-0

"18

'-3"

15'-6

"15

'-10"

6

RD (E)

SYMBOL LEGEND:







1A6.5

2A6.5

1A6.5

2A6.5


2

3

4

5

6

STEEL CANOPY, PAINT



METAL SOFFIT PANELS








(E)






MECH300

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MLH

A6.4



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




SCALE:2SECOND PARTIAL REFLECTED CEILING PLAN - REMODEL (NORTH) - ADD ALTERNATE NO. 2

1/8"=1'-0"




1.

2.

3.

GENERAL NOTES:

SCALE:1SECOND PARTIAL REFLECTED CEILING PLAN - REMODEL (SOUTH) - ADD ALTERNATE NO. 1

1/8"=1'-0"

D E

4

5

ED

5

4

2

3

D

2

3

D

COL (E)

COL (E)

COL (E)

COL (E)

CHASE (E)

55'-7"

7'-9

"15

'-6"

4'-6

"

4'-6

"15

'-6"

10'-2

"

55'-7"

74'-0"

46'-0

"

74'-0"

46'-0

"

SYMBOL LEGEND:









EXISTING EXIT LIGHT FIXTURES TO REMAIN. REFER TO ELECTRICADRAWINGS

(E)







1A6.5

2A6.5

1A6.5

2A6.5


2

3

4

5

6

STEEL CANOPY, PAINT



METAL SOFFIT PANELS





1AD6.2.2


1AD6.2.1



2

MA

TCH

1/A

2.5

LIN

EA

2.2.

2

MA

TCH

1/A

2.5

LIN

EA

2.2.

2

MA

TCH

A2.

2.1

LIN

E2/

A2.

5

MA

TCH

A2.

2.1

LIN

E2/

A2.

5LAB/STERILE

STORAGEA264

PROCEDUREA261

OFFICEA260

DENTALA262

RECEPTIONA265

OFFICEA263

HALLA266

CHILDRENSTEAM

OFFICE216

GROUP/MTG213

STOR215

GROUP/MTG214

WAIT244

HALL245

RAMP269

STAIR NO. 2192

SOSWORKROOM

252

PSYOFFICE

251

CORR253

RESTROOM247

2A3.2

2A3.2

1A3.2

1A3.2

COL

COL COL

COLCOL COL

COL

COL

COL

EXSTCORRA280

STAIR NO. 1191

ROOFACCESS

A277

EXSTHALLA278

OFFICEA275A

EXSTOFFICE

A270

EXSTOFFICE

A274

EXSTOFFICE

A285

EXSTOFFICE

A284

EXSTOFFICE

A283

EXSTOFFICE

A282

EXSTOFFICE

A281EXST

OFFICEA279

EXSTSTORAGE

A276EXST

STORAGEA286

EXSTRESTROOM

A273

EXSTRESTROOM

A272

EXSTOFFICE

A271

EXSTCONFA275B

3A3.2

3A3.2

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MLH

A6.5



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




2"MAX.

2"MAX.

45°45°

45°45°

HANGER WIRE AT 4'-0"o.c. EACH WAY WITHMINIMUM (3) TIGHT TURNS WITHIN 1 \" ATBOTH ENDS OF WIRES

2" MAX. FROM BRACING WIRES TO HANGERSTYPICAL

NO. 16 GA. C.R. FURRING CHANNELCOMPRESSION TO STRUCTURE ABOVE

SPLAY BRACING IN PLANE OF EACH RUNNERVERTICAL WITH ANGLE 45^ TYPICAL WITHMINIMUM (4) TIGHT TURNS WITHIN 1\" AT BOTHENDS OF WIRE

PROVIDE BRACING AT 12'-0"o.c.MAXIMUM EACH WAY AND 4'-0" FROMWALL

SCALE:

SUSPENDEDACOUSTICAL CEILING BRACING

1 N.T.S. 1630-A6.5-01

CROSS RUNNER

(2) NO. 8 SCREWS TO MAIN TEE

MAIN RUNNER

8"

SCALE:

SUSPENDED ACOUSTICAL CEILING2 1 1/2" = 1'-0" 1630-A6.5-02

8"4'-0"MAX.

FACE OF WALL

NOTE: SEE DIAGONALCEILING BRACINGTHIS SHEET

CEILING SUPPORTRUNNERS

ACOUSTICAL PANELS

HANGER WIRESAT 4'-0" O.C.

FACE OF WALL

MAIN RUNNERSAT 4'-0" O.C.

BERC SEISMIC CLIPS

2'-0"

SCALE:3TOP OF PARTITION WALL

1" = 1'-0" 1630-A6.3-03

58" GYPSUM WALLBOARD

OVER METAL 358" STUDS

AT 24" o.c. WITH BATTINSULATION, EACH SIDE

FINISH CEILING PERSCHEDULE

PARTITION WALL, REFERTO SPECIFICATIONS

VINYL TOP SEALSTEEL GUIDE RAIL

STEEL, 4 WHEEL BALLBEARING TROLLEY BYMANUFACTURER

HANGER BRACKET BYMANUFACTURER

HANGER RODS PERSTRUCTURAL

A.F.F.8'-0"

UNISTRUT BYSTRUCTURAL

STEEL CHANNEL PERSTRUCTURAL

EXTEND FRAMING,GYPSUM ANDINSULATION, ONE SIDE

A.F.F.7'-11"

A.F.F.9'-1"

A.F.F.10'-4"

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NOTE:

MLH

A7.0



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




B

B

4

3 3

4

SCALE:

NEW STAIR PLAN1 1/4"=1'-0" SCALE:

STAIR SECTION2 1/4"=1'-0"

SCALE:

STAIR NO. 3 ELEVATION8 1/4"=1'-0"

242.32' FFE0'-0" 1ST FLOOR

242.24' FFE-0'-1"

252.69' FFE10'-4 1/2" 2ND FLOOR

112"

CLR

1 12" DIA. RAIL

BRACKET - SEESPECIFICATIONS

SCALE:

HANDRAIL3 3" = 1'-0" 1630-A7.0-03

2'-1

0"A

BO

VE

STA

IR N

OS

ING

SECOND FLOOR232.69'

SCALE:5STAIR CONNECTION AT LANDING

1 1/2" = 1'-0" 1630-A7..0-05

STEEL STRINGER PERSTRUCTURAL

GA. STEEL STAIR TREAD,REFER TO SPECIFICATIONS

7"M

AX

.

112"

2"

STEEL ANGLE, REFER TOSTRUCTURAL DRAWINGS

CONTINUOUS CHANNELBETWEEN STRINGERS

NOTE: GUARDRAIL NOT SHOWNFOR CLARITY

SOLID GA. STEEL RISER,WELD TO TREAD

EXTERIOR WALK242.24'

SCALE:6STAIR CONNECTION AT SIDEWALK

1 1/2" = 1'-0" 1630-A7.0-06

STEEL STRINGER PER STRUCTURAL, PAINT

GA. STEEL STAIR TREAD, REFER TOSPECIFICATIONS

CONTINUOUS ANGLE BETWEENSTRINGERS WITH ANCHOR, REFER TOSTRUCTURAL DRAWINGS

11"

114"

7" M

AX

.

2"

NOTE: GUARDRAIL NOTSHOWN FOR CLARITY

SOLID GA. STEEL RISER, WELD TO TREAD

SCALE:

HANDRAIL/GUARDRAIL DETAIL4 3/4" = 1'-0" 1630-A7.0-04

112" DIA. VERTICALS - WELD TO STRINGER,

3'-0" o.c. MAX., PAINT

STEEL CHANNEL, REFER TO SPECIFICATIONS,PAINT

112" DIAMETER RAIL, PAINT

1" 4"M

AX

3'-1

"E

QU

AL

112" DIAMETER PIPE HANDRAIL, PAINTABOVE NOSING

2'-10"

ABOVE NOSING3'-6"

112" GAP

STEEL ANGLE PER STRUCTURAL

WAGNER BRACKET, BAR BEND (RB14025),PAINT, SPACE AT 6'-0" o.c.

112"

6" FACE OF BUILDING

SCALE:

EXISTING STAIRS NO. 37 1/4"=1'-0"

3 3

3 4

REFERENCE NOTES:1

2

3

112" STEEL PIPE HANDRAIL, REFER TO SPECIFICATIONS

112" STEEL PIPE GUARDRAIL, PAINT, REFER TO SPECIFICATIONS

4

5

6

7

8

STEEL GRATING TREAD PER SPECIFICATIONS, PAINT

9

STEEL CHANNEL STRINGER, REFER TO STRUCTURAL, PAINT

10

STEEL GRATING LANDING, PAINT

NEW HANDRAIL

CONCRETE FOOTING, REFER TO CIVIL AND STRUCTURALDRAWINGSCONCRETE SIDWALK, REFER TO CIVIL DRAWINGS

WINDOW/DOOR AS OCCURS, REFER TO FLOOR PLANS

NEW DOWNSPOUT

11 STEEL COLUMNS PER STRUCTURAL

12 PROFILE OF BUILDING FOR REFERENCE

5'-4"

4'-10"

6"CLEAR

18'-3

"7'

-3"

5'-4"

25'-6

"

2'-1

1"5'

-0"

1'-0

"M

IN.

17 T

RE

AD

S A

T 11

" EA

.=

15'-7

"1'

-0"

,MIN

.

18 R

ISE

RS

AT

7" E

A=

10'-5

1 2"3'

-6"

1'-0"

1'-0"

8"

2'-1

0"

6A7.0

7'-8"13'-9"2'-0"

5A7.0

4A7.0

4A7.0

SIM.

1

2

13 NEW STAIR FINISH, REFER TO FINISH SCHEDULE

3

4

5

7

7

8

9 9 9

10

11

12

12

DN

UP

6A7.0

5A7.0

4A7.0

4A7.0 SIM

9

9

9

9

10

12

12

2A7.0

2A7.0

4

3

11

11

11

11

3'-0"

2'-9

"12

'-8"

15'-5

"FI

ELD

VE

RIR

Y

8A7.0

SIM

AB

14 NEW AND/OR REINSTALLED WALLMOUNTED HANDRAIL, REFER TO

3A7.0

14

13

3

STAIR NO. 3093

14

13

9'-1

"F.

V.

10'-1

"F.

V.

5'-4"F.V.

10'-1"F.V.

10'-4

"8'

-0"

10"

2'-1

0"

ENTRYVESTIBULE

125STAIR NO. 3

093

15 NEW GYPSUM WALLBOARD

16 WALL BASE PER FINISH SCHEDULE

OPENBEYOND

15

15

15

16B

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SSV

A8.0



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




GLASS TYPES:TYPE 1: SINGLE PANE,TEMPERED GLASSTYPE 2: SINGLE PANE, RESIN ACRYLIC PANELTYPE 3: DOUBLE PANE, TEMPEREDTYPE 4: DOUBLE PANE, TEMPERED, SPANDRELTYPE 5: DOUBLE PANE, BY WINDOW MANUFACTURER, FILM WHERE

SCHEDULED, REFER TO SPECIFICATIONS

HOLLOW METAL

SCALE:

DOOR TYPES1 1/4" = 1'-0" SCALE:

DOOR FRAME TYPES2 1/4" = 1'-0"

SCALE:

WINDOW FRAME TYPES3 1/4" = 1'-0"

1 2 3 4 5 6 7 8REFER TO ELEV.FOR GRADECHANGES

9 FRAMELESS SLIDINGGLASS WINDOW

90 AN

GLE

90 AN

GLE

90 AN

GLE

90 AN

GLE

7'-2

"

3'-6

"

2"

3'-4

"2"

6'-6"2"

2'-4"

2"

1'-2"

2"

2'-4"

2"6'-4"

3'-2" 3'-2"

8'-2

"

1'-8" 11'-0"

3'-8" 3'-8" 3'-8"

8'-6

"

2"7'

-10"

2"2"

2"

7'-1

0"2"

2"

5'-4"

2'-8" 2'-8"

2'-0"

8'-6

"

2"

8'-2

"2"

8'-6

"

2"

8'-2

"2"

5A8.4

5A8.4 SIM.

4A8.4 SIM

4A8.4

1A8.1

2A8.1

SCALE:

DOOR FRAME TYPES (CONT.)2 1/4" = 1'-0"

FIRST FLOOR0'-0"


5'-0" 4'-0"

A B C 1 2 3 4

6'-9"

12

90 AN

GLE

7 11

4'-5"

6

4'-8"

5

4'-0"

8

HOLLOW METAL HOLLOW METAL HOLLOW METAL

HOLLOW METAL HOLLOW METAL HOLLOW METAL ALUMINUM STOREFRONT ALUMINUM STOREFRONT ALUMINUM CURTAINWALL

HOLLOW METALALUMINUM STOREFRONT

PE

R D

OO

R S

CH

ED

ULE

2"

2"

PERDOOR

SCHEDULE

2"

2"3'-0"

2"1'-6"

2"

7'-2

"

4"6'

-8"

2"

2"3'-0"

2"6"

2"

7'-2

"

4"6'

-8"

2"

2"1'-61

2"2"

3'-0"2"

1'-612"

2"

7'-2

"

4"

6'-8

"

2"

2"

3'-0"

2"

1'-2"

2"

7'-2

"

4"6'

-8"

2"

2"3'-0"

2"11"

2"

7'-2

"

4"6'

-8"

2"

D

4'-8"

9ALUMINUM STOREFRONT

5'-6"

10HOLLOW METAL

2"3'-0"

2"2'-0"

2"

7'-2

"

4"6'

-8"

2"

T.O. HEAD7'-0"

PER ELEVFIRST FLOOR

4'-0

"

6'-0"

4'-7" 1'-5"

4'-0"

℄ ℄2'-7" 1'-5"

4'-0

"

VA

RIE

S

3'-0

"

FIRST FLOOR0'-0"

SCALE:

WINDOW FRAME TYPES - CONT.3 1/4" = 1'-0"

T.O. HEAD17'-6"

3'-9

" 1

0'-4

1 2"

10 11 12

℄ ℄ ℄

4'-6" 6'-0"

3'-1" 1'-5" 4'-7" 1'-5" 2'-7" 1'-5"

3'-9

"V

AR

IES

3'-9

"V

AR

IES

13 14

3'-0

"4'

-2"

T.O. HEAD7'-0"

3'-0

"4'

-2"

4'-0"

℄ ℄

6'-0" 4'-0"

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


PER ELEVFIRST FLOOR

PER ELEVSECOND FLOOR

3'-4

1 2"

FFE-0'-2"

FIRST FLOOR0'-0"

REFER TO ELEV.FOR GRADECHANGES

E

5'-4" 7'-4"2"

4'-10"4"4"

6'-0"2"

8"2"

7'-2

"

2"

6'-8

"4"

2"

3'-0"2" 2"

6"

2"

3'-0"

2"

1'-2"

2"

7'-2

"

2"

6'-8

"4"

7'-2

"

2"

6'-8

"4"

8'-9

"

2"

1'-5

"2"

3'-1

0"

2"

2'-8

"

4"

14'-5"

2"

1'-0"

2"

6'-0"

2"

3'-312"

2"

3'-312"

2"

22'-0"

2"

3'-8"2"

3'-8"

2"

6'-4"2"

3'-8"2"

3'-8"2"

17'-6

"

2"

3'-5

"2"

3'-4

1 2"

2"2"

3'-1

0"

2"

2'-8

"

4"

10'-6"2"

5'-0"

2"

5'-0"

2"

8'-9

"

2"

1'-5

"

2"

3'-1

0"

2"

2'-8

"

4"

1 1 1 1

1 1 1 1 3 3 1 3

3

3 3 3 3

3 3

3 3

3 3 3 3 3

3

3 3

3 3

3 3

3 3

4 4 4 4 4

FIBERGLASS FIBERGLASS

FIBERGLASS FIBERGLASS FIBERGLASS FIBERGLASS FIBERGLASS

3 3

33

3 3

2 2 25 5

5 5 5

5 5

T.O. HEAD17'-6"

2 2 2 2 2 2 2 2 2

CHECKRAIL,TYP

CHECKRAIL,TYP

CHECKRAIL,TYP

CHECKRAIL,TYP

CHECKRAIL,TYP

CHECKRAIL,TYP

CHECKRAIL,TYP

12A8.1

1'-4

1 2"1'

-8"

13A8.1

5A8.1 SIM

11A8.1

10A8.1

11A8.1

6A8.1

8A8.1

7A8.1

6A8.1

8A8.1

7A8.1

6A8.1

8A8.1

7A8.1

6A8.1

8A8.1

7A8.1

6A8.1

8A8.1

7A8.1

6A8.1

8A8.1

7A8.1

6A8.1

8A8.1

7A8.1

7A8.3

8A8.3

5A8.1

15 16

℄ ℄

6'-0"

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

2'-3

"V

AR

IES

2'-3

"V

AR

IES

4'-0"

FIBERGLASS FIBERGLASS

5 5

T.O. HEAD17'-6"

CHECKRAIL,TYP

CHECKRAIL,TYP

8A8.1

7A8.1

8A8.1

7A8.1

6A8.1

6A8.1

FIRST FLOOR0'-0"


3A8.1

8A8.3

3A8.1

6A8.1

7A8.3

9A8.31

A8.1

2A8.1

6A8.3

11A8.3

3A8.1

6A8.3

7A8.3

3A8.1

1A8.1

15A8.1

1A8.1

13A8.3

1A8.1

2A8.1

1A8.1

2A8.3

1A8.1

2A8.3

1A8.1

2A8.3

1A8.1

2A8.3

1A8.1

2A8.3

2'-1

0"4'

-2"

3'-0"1'-6" 1'-6"

FIXED FIXED

17A8.3

18A8.3

19A8.3

7'-0

"

5A8.4

SIM.

5A8.4

4A8.4

HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL

4A8.4

4A8.4

17 18HOLLOW METAL HOLLOW METAL

7'-2

"

3'-6

"

2"

3'-4

"2"

11'-1"2"

EQ.

2"

1'-2"

2"

EQ.

2"

1A8.1 2

A8.1

2 2 2

7'-2

"

3'-6

"

2"

3'-4

"2"

7'-0"2"

6'-8"

1A8.1

2

2A8.1

2"

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MLH

A8.1



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




2x WOOD STUDS WITH 5 8"

GYPSUM BOARD EACH SIDE

HOLLOW METAL FRAME (GROUT SOLID)

DOOR AS PER SCHEDULE534" @ 2x4" STUDS

734" @ 2x6 STUDS

12"

434" @ 2x4 STUDS

634"@ 2x6 STUDS

12"

SCALE:

TYPICAL HOLLOW METAL HEAD1 3" = 1'-0" 1630-A81-01

4x WOOD HEADER WITH SHIM AND FURRING

4

12

6

6

2

2

GLAZING AS OCCURS WITH HOLLOW METALSTOP 2x WOOD STUDS WITH 5 8" GYPSUM BOARD

EACH SIDE

HOLLOW METAL FRAME (GROUT SOLID)

DOOR

1 2"

434"

@ 2

x4 S

TUD

S73

4" @

2x6

STU

DS

1 2"

2"

58"

534"

@ 2

x4 S

TUD

S83

4" @

2x6

STU

DS

SCALE:

TYPICAL HOLLOW METAL JAMB2 3" = 1'-0" 1630-A8.1-02

GLAZING AND STOP WHERE OCCURS

SCALE:3SILL

3" = 1'-0" 1630-A81-0.3

LINE OF WALL BEYOND

DOOR AS SCHEDULED

ALUMINUM THRESHOLD (SET INMASTIC)

1 2"

12" EXPANSION JOINT MATERIAL

WITH CONTINUOUS SELFLEVELING SEALANT

HOLLOW METAL FRAME - SEESPECIFICATION FOR GAUGES

NOTES:1 - GROUT ALL WELDED HOLLOW METAL DOOR FRAMES PRIOR

TO INSTALLATION.2 - REFER TO DOOR SCHEDULE FOR RATED DOORS WHICH

REQUIRE 3 4" STOPS.

11516

"V

AR

IES

19 16"

2"

58" SEE NOTE 2 ABOVE5

8"

DOOR AS SCHEDULED

5/8" HOLLOW METAL GLAZING STOP ASOCCURS - SEE NOTE 2 ABOVE

GLAZING IN RELITE AS OCCURS (SEESCHEDULE FOR TYPE)

SCALE:

TYPICAL HOLLOW METAL JAMB4 3" = 1'-0" 1630-A81-04

SCALE:11CURTAIN WALL JAMB

3"=1'-0" 1630-A81-11

5

7"R.O.

10"

2"

21 2"71 2"

SEALANT, TYP

STEEL COLUMNPER STRUCTURAL

EXISTING WALLTO REMAIN

NEW 5 8" GYPSUMWALLBOARD

EQ

EQ

5

7" R.O.

10"

2"21 2"

71 2"

SCALE:9EAST ENTRY PLAN DETAIL

1 1/2"=1'-0" 1630-A81-09

3'-6"

EXISTING BATT INSULATION TO REMAIN

EXISTING SHEATHING TO REMAIN

NEW 5 8" GYPSUM WALLBOARD, OVER NEWVAPOR BARRIER

EXISTING WOOD STUDS TO REMAIN

NEW WOOD WALL

NEW ROOF DRAIN PER PLAN, REFERTO PLUMBING DRAWINGS

2A3.6 11

A8.1

EQ

EQ

CANOPY CENTERED ON COLUMN

SCALE:10CURTAIN WALL SILL

3"=1'-0" 1630-A81-110

510" 2"6

A8.2

NEW CONCRETE FOUNDATIONPER STRUCTURAL

NEW PRE-FINISHEDMETAL BASEFLASHING, SET INSEALANT

NEW 5 8" GYPSUMWALLBOARD OVER NEWVAPOR BARRIER

EXISTING WOOD STUDWALL, EXISTINGSHEATHING, EXISTINGINSULATION TOREMAIN

4"

3"

HEM

SCALE:12CURTAIN WALL HEAD

3"=1'-0" 1630-A81-12

5

10" 2"

212" 71

2" 134"

14"

EXISTINGWALL,INSULATIONANDSHEATHINGTOREMAIN

NEW 5 8"GYPSUMWALLBOARDOVERVAPORBARRIER

NEW BEAM PER STRUCTURAL

PREFINISHED FLASHING

SCALE:13CURTAIN WALL MULLION

3"=1'-0" 1630-A81-13

5

CURTAIN WALL INSULATION,REFER TO SPECS

ALIGN FINISH WITH MULLION

58" GYPSUM WALLBOARD WITH

METAL 'J' CASING

12" FOAM TAPE

712"

SCALE:14CURTAIN WALL AT VESTIBULE

3"=1'-0" 1630-A81-14

5

WALL PER PLAN

PRE-FINISHED METAL BREAKSHAPE TO MATCH WINDOW WITHCON.T SLIPS EACH SIDE, FULLHEIGHT OF WALL

SEALANT

CURTAIN WALL SYSTEM PERPLAN

5"

NOTE: SIM. OPPOSITE SIDE

SCALE:8FIBERGLASS SILL

3"=1'-0" 1630-A8.1-08

GRID

114" 3"

38" BACKER ROD AND SEALANT

WINDOW PER PLAN

SHIP WINDOW TO FIELDINSTALL TRACK, ALL SIDES

SEALANT, TYP.

1"x MDF SILL AND 1"x3" APRON,PAINT

SHIM

PRE-FINISHED METAL FLASHINGWITH END DAMS

12"

3/4"

2"


MEMBRANE FLASHING, WRAPOVER INFILTRATION BARRIER 6"AND ONTO SILL 4"

INFILTRATION BARRIER

ATTACHMENT BY WINDOWINSTALLER

SCALE:7FIBERGLASS JAMB

3"=1'-0" 1630-A8.1-07

GRID

114" 3"


WINDOW PER PLAN


SEALANT, TYP.

SHIM


MEMBRANE FLASHING, WRAPINTO JAMB 4"

INFILTRATION BARRIER, WRAPOVER MEMBRANE FLASHING


FINISH CLIP PER PANEL MFGR.

SCALE:6FIBERGLASS HEAD

3"=1'-0" 1630-A8.1-06

GRID

114" 3"


WINDOW PER PLAN


SEALANT, TYP.

SHIM


INFILTRATION BARRIER, WRAPOVER MEMBRANE FLASHING


FINISH CLIP PER PANEL MFGR.

FLASHING, TYP.1"

4"

SCALE:5

ALUMINUM WINDOW SILL

3"=1'-0" 1630-A8.1-05

GLAZING AS SCHEDULED

ALUMINUM STOREFRONT ON SHIM,ALUMINUM CURTAIN WALL AT SIM.

38" BACKER ROD & SEALANT

PRE-FINISHED FLASHING WITH ENDDAMS 1"

1"

12" EXPANSION JOINT MATERIAL

WITH CONTINUOUS SELF LEVELINGSEALANT AT TOP

CONCRETEPAVING

4"

1 2" BUILT UP CONCRETE TOPPING ANDTRAFFIC COATING AT DOOR 163

NEW HOLLOW METAL FRAME, GROUT SOLID

2"

58"

534"

@ 2

x4 S

TUD

S

SCALE:

JAMB15 3" = 1'-0" 1630-A8.1-15

NEW ROUGH OPENING FRAMING

NEW COLUMN PER STRUCTURAL

NEW 5 8" GYPSUM WALLBOARD

EXISTING WALL FRAMING TO REMAIN

534"

12"

58"

138"

12"

2"

WOOD FRAMING HEADER WITH TRACK@ BOTTOM

TOP GUIDE TRACK & TROLLEY ASSEMBLY BYHARDWARE SUPPLIER (SECTION 08710)

HOLLOW METAL FRAME

DOOR AS SCHEDULED

REMOVABLE STOP


SCALE:

HEAD @ POCKET SLIDER16 3" = 1'-0" 1630-A8.1-16

1 2"1 2"

58"13

8"

2"

SCALE:

JAMB @ POCKET SLIDER17 3" = 1'-0" 1630-A8.1-17

REMOVABLE STOP

DOOR AS SCHEDULED

HOLLOW METAL FRAME


1 2"

2"

1 2"

58" 13

8"

534"

2"

31 2"

HOLLOW METAL FRAME

DOOR - ASSCHEDULED

REMOVABLESTOP

POCKET DOOR RAILASSEMBLY

SCALE:

JAMB @ POCKET DOOR18 3" = 1'-0" 1630-A8.1-18


SCALE:

COILING DOOR JAMB19 3" = 1'-0" 1630-A8.1-19

WALL PER PLAN


ATTACHMENT PER DOOR MFGR

COILING COUNTER DOOR GUIDE BY MFGR

12"

R.O.NEW (2) 2x4 STUDS

NEW HOLLOW METAL FRAME,GROUT SOLID

534"

SCALE:

JAMB20 3" = 1'-0" 1630-A8.1-20


EXISTING WALL PER PLAN

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MLH

A8.2



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




SCALE:1COMPRESSION JOINT (HORIZONTAL)

3"=1'-0" 1630-A8.2-01

1 2"

EXISTING WOOD SHEATHING

NEW COMPOSITION WALL PANEL

NEW ESSENTIAL COMPRESSIONJOINT FLASHING

NEW START TRACK

NEW SPACER

NEW INFILTRATION BARRIER

SCALE:2INSIDE CORNER

3"=1'-0" 1630-A8.2-02



NEW 12" SEALANT JOINT WITHSEALANT BACKER


SCALE:3HORIZONTAL PANEL OUTSIDE CORNER

3"=1'-0" 1630-A8.2-03




NEW 3 8" SEALANT JOINT WITHSEALANT BACKER, TYPICALEACH SIDE


SCALE:4EXPANSION JOINT (VERTICAL)

3"=1'-0" 1630-A8.2-04




NEW 3 8" SEALANT JOINT WITHSEALANT BACKER

SCALE:5SILL

1 1/2"=1'-0" 1630-A8.2-05




F.F.E.0'-0"

4" F.V

.

4"

NEW PRE-FINISHED GALV.FLASHING

NEW GROUT

EXISTING CONCRETEFOUNDATION

SCALE:6SILL

1 1/2"=1'-0" 1630-A8.2-06




NEW ESSENTIAL STARTERFLASHING

EXISTING CONCRETEFOUNDATION, PAINT EXPOSEDWALL 6" BELOW GRADE

SCALE:7PARAPET

1 1/2"=1'-0" 1630-A8.2-07

T.O. PARAPET

38"

2"

PRE-FINISHED METAL CAPFLASHING WITH STANDING SEAMJOINTS

2x8 (CUT TO FIT) CONT. PLATE(RIP TO 34" INSIDE)

CONT. CLEAT

FASTENERS WITH NEOPRENEWASHERS @ 24" o.c.

MEMBRANE ROOFING CONT. UPAND OVER PARAPET

1"

SCALE:8SILL

1 1/2"=1'-0" 1630-A8.2-08




NEW PRE-FINISHED GALV.FLASHING

2"

F.V.

6"

2"

NEW CONCRETE PAVING PERCIVIL

12" EXPANSION

JOINT MATERIALWITH CONT.SEALANT

NEW CONT. SEALANT

EXISTING CONCRETE FOUNDATION

NOTE: NO CONCRETE PAVING AT SIM. CONDITION

SCALE:9WALL TERMINATION AT SOFFIT

1 1/2"=1'-0" 1630-A8.2-09



NEW WOOD SHEATHING TOMATCH EXISTING AS OCCURS

NEW BATT INSULATION

NEW VENTED METAL SOFFITPANEL

NEW 12" PLYWOOD ANDINFILTRATION BARRIERAT SIM CONDITION

NEW BLOCKING

EXISTING ROOF FRAMING

SCALE:10SILL

1 1/2"=1'-0" 1630-A8.2-10




NEW PRE-FINISHED GALV.FLASHING SET IN CONT.SEALANT

EXISTING CONCRETE PAVINGAND STEM WALL

SCALE:11SOFFIT

1 1/2"=1'-0" 1630-A8.2-11




EXISTING FLOOR FRAMING

NEW ESSENTIAL OVERHANGFLASHING

38" SEALANT JOINT

PRE-FINISHED CLOSURE TRIM

PRE-FINISHED METAL SOFFITPANEL

SCALE:12

OUTSIDE CORNERVERTICAL PANEL

3"=1'-0" 1630-A8.2-12




NEW SPACER

NEW METAL KEY TRIM,PRE-FINISHED

SCALE:

4"

8"1'-0

"

1'-0"

24 GA. GALVANIZED METAL LEADERBOX & SCUPPER

OVERFLOW OPENING

3"x4" GALVANIZED DOWNSPOUT

6"

8"

SCALE:

CONDUCTOR HEAD @ SCUPPER WITH DOWNSPOUT

13 1 1/2" = 1'-0" 1630-A8.2-13

4"WALL AS OCCURS

2"VERIFY

SCALE:

DOWNSPOUT CONNECTION14 3" = 1'-0" 1630-A8.2-14

12GA GALVANIZED TEE CLIP 2" LONG - AT8'-0"o.c. MAX SECURE TO WALL EACH SIDE

112" STRAP AT EACH TEE

3"x4" DOWNSPOUT

LINE OF C.I. HUB BELOW WITH TRANSITION TOD.S. - SEE MECHANICAL

LINE OF BRICK (OR CONCRETE ASOCCURS)

LINE OF BRICK CORBEL

SCALE:15FASCIA

1 1/2"=1'-0" 1630-A8.2-15

NEW-PRE-FINISHED METALFLASHING



NEW CONT. CLEAT


NEW 5 4 x12 CEMENTITIOUSTRIM, PAINT

NEW 5 4 x6 CEMENTITIOUSTRIM (CUT TO FIT, PAINT

EXISTING SHEATHING

1 2"

EXTEND BLOCKING TOALIGN WITH NEW CANT

SCALE:16PARAPET END CAP

3"=1'-0" 1630-A8.2-16

MEMBRANE ROOFING, WRAPEND 6"

SCALE:

CAP FLASHING ABOVE

COMPOSITE WALL PANEL

INFILTRATION BARRIER, WRAPEND 6"

METAL KEY TRIM, PRE-FINISHED

FASTENERS WITH NEOPRENEWASHERS AT 12" o.c.

CONT CLEAT SET IN CONT.SEALANT

PRE-FINISHED METAL FLASHING

SCALE:17TRANSITION

3"=1'-0" 1630-A8.2-17


NEW HORIZ. COMPOSITION WALLPANEL

NEW PRE-FINISHED J-MOLDTRIM, EA. SIDE

NEW 3 8" BACKER ROD ANDSEALANT

NEW VERT. COMPOSITE WALLPANEL




SCALE:18

METAL TRIM TRANSITIONHEAD (JAMB SIM)

3"=1'-0" 1630-A8.2-18

NEW GALV. CLEAT FLASHING

2"

HEM

T.O. PANEL3'-0"

2"

11 2"

1 2"

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MLH

A8.3



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017


530 NW 27TH STREET




SCALE:14PHOTO VOLTAIC MOUNT

3"=1'-0" 1630-A8.3-14

1'-0

"M

IN.

RAIL

NEW ADJUSTABLE TILT LEG BYRACK MANUFACTURER

NEW STEEL L-FOOT BY RACKMANUFACTURER

NEW SOLAR MODULEATTACHMENT U-ANCHOR 2400,WELD TO EXISTING MEMBRANE

EXISTING MEMBRANE ROOFINGTO REMAIN

SCALE:13MULLION

3"=1'-0" 1630-A8.3-13

DOOR AS OCCURS

HOLLOW METAL FRAME

GLAZING AS SCHEDULED

HOLLOW METAL STOP

58"

4"

4"

58"

SCALE:12THRESHOLD

3" = 1'-0" 1630-A8.3-12

THRESHOLD SET IN MASTIC

1"V

ER

IFY

WIT

HG

RA

TIN

GM

FGR

GALV. METAL FLASHING WITHEND DAM AND DRIP EDGE

1/2" 2"

CHANNEL PER STRUCTURAL

P.T. WOOD LEDGER

MEMBRANE FLASHING, EXTENDINTO SILL 4" MIN., EXTEND DOWNWALL 6" MIN.

SCALE:SCALE:10COILING DOOR HEAD

1 1/2"=1'-0" 1630-A8.3-10

4"

VERIFY WITH DOORMFGR

F.F.E.8'-6"

WALL PER PLAN

COILING DOOR HOUSING

SUSPENDED ACOUSTICAL TILECEILING

GYPSUM SOFFIT AS OCCURS

SOFFITPER RCP

5'-0

" OR

5'-6

"T.

O. C

OU

NTE

R

SCALE:11JAMB

3"=1'-0" 1630-A8.3-11

INFILTRATION BARRIER, EXTENDFULL DEPTH OF WINDOW


COMPOSITE PANEL CLIP


12" SHIM MATERIAL

DOOR PER PLAN

SEALANT


SCALE:9CORNER JAMB

3"=1'-0" 1630-A8.3-09

2

6"


PRE-FINISHED ALUM. BREAKSHAPE


1"


WINDOW PER PLAN

SCALE:8ALUM. STOREFRONT HEAD

3"=1'-0" 1630-A8.3-08

38" SEALANT JOINT



NEW WOOD 2x6 HEADER

CLOSURE METAL TRIM BYSOFFIT PANEL MFGR.


WINDOW PER PLAN

SEALANT, TYP

F.F.E.8'-9"

SCALE:7ALUM. STOREFRONT JAMB

3"=1'-0" 1630-A8.3-07

INFILTRATION BARRIER, EXTENDFULL DEPTH OF WINDOW


COMPOSITE PANEL CLIP


12" SHIM MATERIAL

DOOR PER PLAN

SEALANT


1"

SCALE:6ALUM. STOREFRONT HEAD

3"=1'-0" 1630-A8.3-06

1"

38"

INFILTRATION BARRIER


8" MEMBRANE FLASHING

PRE-FINISHED METAL FLASHINGSET IN CONT. SEALANT

DOOR/WINDOW PER PLAN

38" BACKER ROD AND SEALNT

SEALANT, TYP


4"

1 1/2"

SCALE:3ROOF TIE IN

3"=1'-0" 1630-A8.3-03

EXISTING MEMBRANE ROOF, LAPOVER NEW ROOFING

NEW BASE SHEET

NEW MEMBRANE ROOF

EXISTING WOOD SHEATHING TOREMAIN

1'-0"MIN.

SCALE:2TRANSITION DETAIL

3"=1'-0" 1630-A8.3-02

EXISTING CONCRETE WALL TOREMAIN, PREP AND PAINT

SEALANT

NEW 5 8" TYPE 'X' GYPSUMWALLBOARD WITH METAL 'J'CASING

EXISTING WOOD FURRING TOREMAIN

SCALE:1TRAFFIC COATING TRANSITION

3"=1'-0" 1630-A8.3-01

NEW WALL PER PLAN

NEW COMPOSITE WALL PANEL

NEW INFILTRATION BARRIEROVER 6" MEMBRANE FLASHINGOVER TRAFFIC COATING

NEW 3 4" CHAMFER AT VERT.WALL

NEW TRAFFIC COATING OVERCONCRETE TOPPING, EXTENDUP WALL 6"

EXISTING CONCRETE SLAB

SCALE:4JAMB AT EXISTING INFILL

3"=1'-0" 1630-A8.3-04

EXISTING WALL

PATCH GYPSUM WALLBOARD ASREQUIRED, EXTEND TO WINDOWAS SHOWN

NEW WOOD 2x6 AS REQUIRED

SILL BELOW

SEALANT

WINDOW PER PLAN

WRAP JAMB WITH MEMBRANEFLASHING


COMPOSITE WALL PANEL WITHFINISH CLIP

SCALE:5WINDOW

3"=1'-0" 1630-A81-05

WALL PER PLAN

SILL BELOW

SEALANT

CONT. CLEAT

12" FOAM TAP AT GLAZING

PRE-FINISHED METAL BREAKSHAPE, TO MATCH WINDOW

SCALE:15 3"=1'-0" 1630-A83-15


EXISTING WALL FRAMING TOREMAIN, INSTALL NEW BATTINSULATION

EXISTING WOOD TRUSS TOREMAIN, INSTALL NEW BATTINSULATION

NEW WOOD FRAMED PONYWALL, EA. SIDE, ALIGN WITHEXISTING FRAMING

NEW WINDOW PER PLAN

SCALE:

SILL AT GLASS DOOR17 3" = 1'-0" 1630-A8.3-17

34" x 21

2" WOOD TRIM, PAINT

34" WOOD SILL, PAINT

GLASS WINDOW SYSTEM

58" GYPSUM BOARD

1"TYP.

SCALE:18JAMB DETAIL AT GLASS DOOR

1630-A8.3-18 1583.2-A83-12

TEMPERED GLAZING

CLEAR SEALANT

SLIDING GLAZING PANEL

LINE OF BELOW COUNTER1"P

ER

PLA

N

LINE OF BELOW COUNTER

58" GYPSUM BOARD

1"

1"TYP.

SCALE:19GLASS SYSTEM HEAD DETAIL

3"=1'-0" 1630-A8.3-19

CEILING MOUNT HEADRAIL-SATIN ANODIZED

3/8" TEMPERED GLASS

FIXED PANEL

SLIDING PANEL

WOOD HEADER, SEESTRUCTURAL DWGS

WALL SYSTEM PER PLANS

SEALANT, TYP. EA. SIDE

SCALE:16 3"=1'-0" 1630-A83-16

NEW 5 8" GYPSUMWALLBOARD

NEW SILLBELOW

SEALANT

CONT. CLIP

PROVIDE 12" FOAMTAPE AT GLAZING

PRE-FINISHED SHEETMETAL BREAKSHAPE

1"

2"

F.V.

HEM

SCALE:20FASCIA

1 1/2"=1'-0" 1630-A8.3-20

1"

NEW TERMINATION BARFASTENED AT 6"o.c.

NEW PRE-FINISHED METAL "K"STYLE GUTTER

NEW 5 4 x 12 CEMENTITUOUSTRIM, PAINT

NEW SEALANT

NEW METAL SOFFIT


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TDB

A8.4



SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

DEC. 18, 2017



530 NW 27TH STREET




SCALE:1PANEL TERMINATION

3"=1'-0" 1630-A8.4-01

EXISTING WOODSHEATHING

COMPOSITE WALLPANEL

INFILTRATION BARRIEROVER MEMBRANEFLASHING

PRE-FINISHEDMETAL FLASHINGWITH REMOVABLEAPRON

NEW MEMBRANEROOFING, SECUREWITH TERMINATIONBAR FASTENED AT 8"O.C.

EXISTING MEMBRANEAND UNDERLAYMENTTO REMAIN, PREPFOR WORK

1'-0"ROOF GUTTER AT SIMCONDITION

6"6"

SCALE:SCALE:2CANOPY TERMINATION

1 1/2"=1'-0" 1630-A8.4-02


PANEL CLIP

12" BACKER ROD AND SEALANT,

ALL SIDES

STEEL CANOPY FRAME

STEEL COLUMN

SCALE:SCALE:3SILL

1 1/2"=1'-0" 1630-A8.4-03

NEW WINDOW PER PLAN OVER SHIM

NEW PRE-FINISHED ALUMINUM FLASHING1"

2"

EXISTING CONCRETE FOUNDATION

NEW CONCRETE FOUNDATION

12" EXPANSION MATERIAL WITH CONT. SELF

LEVELING SEALANT

CONCRETE PAVING PER CIVIL

52"

SCALE:4RESIN PANEL FRAME

3"=1'-0" 1630-A8.4-04

RESIN ACRYLIC PANEL

HOLLOW METAL STOP,PAINT

HOLLOW METAL FRAME,PAINT

FLOOR OR CEILING ASOCCURS

4"

2"5

8"

SCALE:5RESIN PANEL JAMB

3"=1'-0" 1630-A8.4-05

RESIN ACRYLIC PANEL

GYPSUM WALL BOARD

CLEAR SEALANT

RESIN PANEL ASOCCURS AT SIMCONDITION

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