BCP - OKC Warehouse Central14 yerges€¦ · a = acoustical wall # = insulation thickness (in...

SITE LOCATION

LOCATION MAPS

. CO

UN

CIL

RO

AD

AIRPORT ROAD

SYMBOLSCOLUMN GRID PARTITION KEY

DOOR IDENTIFICATION SECTION KEYS

WINDOW TYPE DETAIL KEY

ROOM/SPACE IDENTIFICATION INTERIOR ELEVATIONS

REVISION

MATCH LINE

1

REVISIONNUMBER

CLOUDAROUNDREVISION

0

0A

1

101

DOOR NUMBER

WINDOWIDENTIFICATION

BORROWED LIGHTIDENTIFICATION

ROOM NAME101 ROOM NUMBER

ROOM NAME

MATCHLINE - SEE 1 / A101

INDICATES DETAILNUMBER

SHEET WHEREDETAIL IS LOCATED

SHADED AREAINDICATES ELEVATION2

DETAIL NUMBER

SHEET WHERE DETAILIS LOCATED

REFERENCE VIEWNOTATION

DETAIL NUMBER

SHEET WHERE DETAILIS LOCATED

REFERENCE VIEWNOTATION

PARTITION TYPE

A = ACOUSTICAL WALL

# = INSULATIONTHICKNESS (IN INCHES)

U = UNDERT = THROUGHS = STRUCTURALP = PARTIAL

EXTERIOR ELEVATIONS

INDICATES DETAILNUMBER

SHEET WHEREDETAIL IS LOCATED

INDICATES ELEVATION

1

A2.1

X

X X

1

A2.1

SIM

1

A2.1

SIM

A2.12

1

W1

W1

EARTH

ROCK / GRANULARFILL

CONCRETE

CONCRETEMASONRY UNITS(CMU) - PLAN

BRICK

STEEL

MARBLE / GRANITE

FINISH LUMBER

PLYWOOD

GYPSUM

BATT INSULATION

RIGID OR FOAMINSULATON

CUT STONE/CASTSTONE (SECTION)

MATERIALS

CODE INFORMATIONCODES:2009 International Building Code (IBC)2009 International Fire Code (IFC)2000 International Plumbing Code (IPC)1996 International Mechanical Code (IMC)2008 National Electrical Code (NEC)

PROJECT DESCRIPTION:The proposed project is a 223,340 s.f. warehouse constructed of load bearingconcrete wall panels, steel roof framing with interior steel columns. The buildingshall be protected throughout with a hydraulically designed automatic sprinklersystem.Intended Use (West Tenant): Wholesale storage and distribution of tires, wheels,and related automotive supplies. Tenant shall store tires and related products onfixed metal racking to a height of 25'. They are stored on fixed metal rack withopen metal shelf with a 6" to 18" max. flue space. Tenant uses 4 typical rackelevations consisting of 3, 4 or 5 tiers with the max. elevation of 19.5' (Top ofproduct is 25' max). The tires are barreled stacked, they typically average 50 - 55tires per bay elevation.

OCCUPANCY:Primary Use Group: S-1, Moderate-Hazard StorageAccessory Use Group: B, Business

CONSTRUCTION TYPE:Type II B-Unprotected Noncombustible, Fully Sprinklered

BUILDING AREA & HEIGHT: (503, 504, 507)

* Unlimited area building allowed per IBC 507.3 w/ an automatic sprinkler systemthroughout facility and surrounded and adjointed by public ways or yards not lessthan 60ft. in width.

FIRE PROTECTION

DESIGN OCCUPANT LOAD):

FIRE RESISTANCE RATINGS (HOURS): (TABLE 601)

MEANS OF EGRESS:

EXIT CAPACITY & MIN. QUANTITY:

MINIMUM NUMBER OF PLUMBING FIXTURE: (IBC Table 2902.1)*WC: Men: 3 Required, 4 Provided; Women: 3 Required, 3 Provided.LAV: Men: 2 Required, 3 Provided; Women: 2 Required, 2 Provided.EWC: 2 Required, 4 Provided.

* = Future Tenant Areas Excluded

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

ABBREVIATIONS

PL

SC SEALED CONCRETE

VCT VINYL COMPOSITION TILEVT VINYL TILE

REINFORCED CONCRETEGFRP GLASS FIBER

STRUCTURAL SILICON GLAZINGSSG

LAM LAMINATE OR LAMINATED

LPLOCLAV

LBR

MASMAG

MATL

MACH

MB

MC

MAX

MECH

MS

MH

MOMIN

MFR

MATERIALMASONRYMAGNESIUMMACHINE

LUMBERLOW POINTLOCATIONLAVATORY

MACHINE SCREW

MINIMUMMANHOLEMANUFACTURER

MECHANICALMOP BASINMAXIMUM

MASONRY OPENING

MECHANICAL CONTRACTOR

METALMTL

NEG

MULL

NONOMNTS

NIC

OUNCE

PAINT

OC

OHOD

OA

OZ

P

OPPOPNG

NOT TO SCALENOMINALNUMBER

NEGATIVE

MULLION

OPPOSITEOPENINGOVERHEAD

ON CENTEROVER ALL

OUTSIDE DIAMETER

NOT IN CONTRACT

CABINET(S)CATCH BASIN

CEILING

CEMENT

COLUMNCLEAN OUT

CLEARCLOSET

CENTER LINECONTROL JOINT

CONCRETE MASONRY UNIT

CBCAB(S)

CLG

CEMCJ

CMU

COLCO

CLRCLO

PLATE

PIECEPCEPC

POL

PLBG

PLS

PLYWD

PLAS LAM

PROPPROJ

PSFPSI

QT

PTD

PREFABPAIRPRPOLISHEDPLYWOODPLUMBING

PLASTER

QUARRY TILE

PAINTED

PROPERTYPROJECTPREFABRICATED

POUNDS PER SQUARE INCHPOUNDS PER SQUARE FOOT

PLASTIC LAMINATE

PLUMBING CONTRACTOR

RISERRADIUS

RARBR

RDRE

RADRES

ROUNDROOM

RETREV

REINFREQD

RO

RDRM

RTU

REFREFER TOROOF DRAINRESILIENT

RESILIENT BASERETURN AIR

ROOF TOP UNITROUGH OPENING

REVISIONRETAININGREQUIREDREINFORCEREFERENCE

QUARTERQTR

CONTINUOUS

DEEP

CARPET

CERAMIC TILECOUNTERSUNK

CONTRACTOR

CONSTRUCTION

DIAMETER

DETAILDEGREE

DOWNDIFFUSERDIAGONAL

DOOR

DOUBLE

DRINKING FOUNTAIN

EACH

DRAWING(S)DRY WALL

ELEVATION

EXHAUST FAN

EQUALENGINEERENCLOSUREELEVATOR

EXHAUST

EASEMENTEQUIPMENT

ELECTRICAL

EXPANSION JOIST

ELECTRIC WATER COOLER

ELECTRICAL CONTRACTOR

DRAIN TILE

SHEET

SA

SDSF

SAN

SPSPAN

SIMSHT

STEEL

TREAD

SQSS

STDSTL

T

SUSPSTRUC

SPECSPANDRELSTAND PIPESIMILAR

SQUARE FEET

SANITARYSUPPLY AIR

SUSPENDEDSTRUCTURAL

STANDARD

SQUARESPECIFICATION

STAINLESS STEEL

SMOKE DETECTOR

THICKTERR

TELETEMP

T & G

TOTHRUTHK

TRANS

UHUC

UNFIN

VBUNOUL

TYPTRANSFORMERTOP OFTHROUGH

TERRAZOTEMPEREDTELEPHONE

VINYL BASE

UNFINISHEDUNIT HEATERUNDER CUT

TYPICAL

UNLESS NOTED OTHERWISEUNDERWRITERS LABORATORY

TONGUE AND GROOVET & B TOP AND BOTTOM

EXTERIOREXPANSION

FOUNDATIONFLOOR DRAIN

EXTINGUISHER

FLAT HEAD

FLOORFLASHINGFLOW LINEFINISH

FINISH FLOOR

FLUORESCENT

EXPOSED AGGREGATE

FIRE HOSE CABINET

FIRE EXTINGUISHER CABINET

FLUID APPLIED WATERPROOFING

FEETFOOTING

GLASS

GAUGEGALVANIZED

HIGH

GYPSUMGRADE

HEADHARDWARE

HANDICAPHOSE BIBB

GENERAL CONTRACTOR

FIRE RETARDENT

GLASS OPENING

EXISTING

CONTCONST

CONTR

CSKCT

D

CPT

DIA

DTLDEG

DF

DRDN

DIAGDIFF

DBL

DW

EA

DWG(S)

EC

EJEL

EF

EQ

ENCLELEV

ENGR

EWCEXH

ESMTEQUIP

ELEC

DT

EXT

EXP AGG

EXTGR

EXPAN

FDNFDFAWP

FHC

FFFH

FLR

FINFLFLASH

FEC

FTG

FRFT

GA

GC

GL

GALV

GYPGR

H

HDW

HCHD

HB

GO

FLUOR

EXIST

WIDE

VERTVEST

VWCVTR

WCW

W/(O)

WEIGHT

WPW GLWDW

YDYH

WWFWTWSCOT

WOODWDWITH/(OUT)WATER CLOSET

VESTIBULEVERTICAL

YARD HYDRANTYARD DRAIN

WAINSCOTWORKING POINTWIRE GLASSWINDOW

WELDED WIRE FABRIC

VINYL WALL COVERINGVENT THROUGH ROOFHEIGHT

HIGH POINT

INFORMATION

HORIZONTAL

JANITOR

INTERIORINSULATION

JOISTJOINT

INCH

AND AIR CONDITIONING

INSIDE DIAMETER

HEATING VENTILATING

HPHT

HORIZ

HVAC

IDINFO

JAN

INTINSUL

JSTJT

IN

HOLLOW METALHM VENTILATIONVENT

CONCRETECONC PARTITIONPARTN

ACOUS ACOUSTICALAC AIR CONDITIONINGACT ACOUSTIC TILE CEILINGADJ ADJACENTADJUST ADJUSTABLEAFF ABOVE FINISH FLOORAGG AGGREGATEALT ALTERNATE OR ALTERNATIVE

ALUMINUMALAP ACCESS PANELAPPROX APPROXIMATE (LY)ASPH ASPHALTATTEN ATTENUATIONATTN ATTENTION

BETWN BETWEENBL BRICK LEDGEBLDG BUILDINGBLKBMBDBOBRGBSMTBUR BUILT UP

ROOF

BASEMENTBEARINGBOTTOM OFBOARDBEAMBLOCK

CURTAIN WALLCW

CL

F.E. Moran, Inc.3001 Research RoadChampaign, IL 61822217-819-5370

Mechanical Electrical Engineering Consultants1415 GoldsmithPlymouth, MI 48170734-454-5516

Cochran530A East Independence DriveUnion, MO 63084636-584-0540

Smith/Roberts & Associates, Inc.6501 Bluff RoadIndianapolis, IN 46217317-951-1043

DESCRIPTION:

Issue Date:

Job Number:

Drawn By:

Checked By:

Drawing Title:

The Professional Architect's seal affixed to this sheetindicates that the named Architect has prepared or directedthe preparation of the material shown only on this sheet.Other drawings and documents not exhibiting this seal shallnot be considered prepared by or the responsibility of theundersigned.Copyright © 2014 by M+H Architects, Inc.

PROGRESSPRINT NOT FORCONSTRUCTION

NEW PROJECT FOR:

Copyright © 2014 by M+H Architects, Inc.

2150 Schuetz Road, Suite 200St. Louis, Missouri 63146

314.878.3500

www.mha.us.com

CONSULTANTS:

NE

W P

RO

JEC

T F

OR

:

BC

P -

OK

C W

AR

EH

OU

SE

Civil:

Structural:

MEP:

Fire Protection:

Issue Date

14033.00

ZSL

RH

COVER SHEET

A0.1

Registration Expires: XX/XX/XX

07/08/14

BCP - OKC WAREHOUSE5101 S. COUNSIL RD, OKLAHOMA CITY, OK 73179

5101

S. C

OU

NS

IL R

D,

OK

LAH

OM

A C

ITY

, OK

731

79

AREA (IIB Construction) HEIGHT (II B Construction)ALLOWABLE ACTUAL ALLOWABLE ACTUAL

Gross Building Area Unlimited* 215569 SF 2 Story, 55'-0" 1 Story, 38'-0"

0 - GENERALA0.1 COVER SHEET

1 - CIVIL- BOUNDARY AND TOPOGRAPHIC SURVEY

C2 SITE PLANC3 SITE GRADING PLANC4 UTILITY PLAN

2 - ARCHITECTURALA0.2 OVERALL FLOOR PLANA2.1 FLOOR PLAN - WESTA2.2 FLOOR PLAN - EASTA2.3 OFFICE PLAN & RCPA2.4 ROOF PLAN & DETAILSA3.1 ELEVATIONSA4.1 ENLARGED PLANS & INT. ELEVS.A8.1 WALL SECTIONSA8.2 DETAILSA9.1 DOOR SCHEDULE & DETAILSA9.2 PARTITION TYPES & DETAILS

3 - STRUCTURALF1.1 FOUNDATION PLANF2.1 FOUNDATION DETAILSF2.2 FOUNDATION NOTES & DETAILSS1.0 ROOF FRAMING PLANS2.1 STRUCTURAL DETAILSS2.2 STRUCTURAL DETAILSS2.3 STRUCTURAL DETAILS

5 - PLUMBINGP1.1 FLOOR PLAN WEST - PLUMBINGP1.2 FLOOR PLAN EAST - PLUMBINGP1.3 OFFICE PLAN - PLUMBING

6 - MECHANICALM1.1 FLOOR PLAN WEST - HVACM1.3 OFFICE PLAN - HVACM2.1 MECHANICAL SCHEDULE

7 - ELECTRICALE1.0 SYMBOL LIST AND GENERAL NOTES

E1.0S SITE PLAN - ELECTRICALE2.0 WAREHOUSE FLOOR PLAN WEST - POWERE2.1 FUTURE TENANT FLOOR PLAN EAST - POWER & LIGHTINGE2.2 ENLARGED PARTIAL FLOOR PLAN - POWERE3.0 WAREHOUSE FLOOR PLAN WEST - LIGHTINGE3.1 ENLARGED PARTIAL FLOOR PLAN - LIGHTINGE4.0 ELECTRICAL RISER DIAGRAM AND DETAILSE4.1 LIGHTING SCHEDULE AND DETAILSE6.0 ELECTRICAL SPECIFICATION

DRAWING LISTTHE PROFESSIONALS INDICATED BELOW ALONG WITH THEIR LISTEDRESPECTIVE DRAWINGS INDICATE THE NAMED PROFESSIONAL HASPREPARED OR DIRECTED THE PREPARATION OF THE MATERIAL SHOWNONLY ON THOSE SHEETS. OTHER DRAWINGS AND DOCUMENTS LISTED ONTHIS INDEX SHALL NOT BE CONSIDERED PREPARED BY ANYONE OTHERTHAN THE NAMED PROFESSIONAL UNDER WHICH THE DRAWING IS LISTED.

ISSUED FOR REFERENCE &/OR BIDDING PURPOSES ONLY.

ISSUED FOR PERMIT

CONSTRUCTION ISSUE/REVISION

CIVIL - COCHRAN

ARCHITECTURAL - M+H ARCHITECTS

STRUCTURAL - SMITH/ROBERTS & ASSOCIATES

PLUMBING - MECHANICAL ELECTRICAL ENGINEERING CONSULTANTS

MECHANICAL - MECHANICAL ELECTRICAL ENGINEERING CONSULTANTS

ELECTRICAL - MECHANICAL ELECTRICAL ENGINEERING CONSULTANTS

GENERAL

ϴ

■

O

FIRE PROTECTION -

BUILDING ELEMENT TYPE II-BDoors See

ScheduleFloor Construction 0 HoursRoof Construction 0 HoursStructural Frame - columns, girders, trusses 0 HoursExterior Concrete Bearing Walls > 60' from theproperty line.

0 Hours

DESCRIPTION CODE MAX PROVIDEDTRAVEL DISTANCE (MAX)S-1 (Table 1004.2.4) 250 FT (sprinklered) 186 FT.B (Table 1004.2.4) 300 FT (sprinklered) 113 FT.

A. Automatic Sprinkler System: A system will be required in accordance with the requirements for unlimited area of buildings. (903.1) Design standards:

NFPA 13, state and local building codes. Fire separation of Nonseparated Use Groups is not required. (508.4)

B. Sprinkler Alarm: An approved audible alarm device must be connected to every water sprinkler system. Such alarm device must be activated by water

flow and must be located in an approved location on the exterior of the building with an additional audible alarm device installed within the building.

(903.4.2)

C. Portable Fire Extinguishers: 1 extinguisher shall be provided for every 11,250 SF and the travel distance to an extinguisher shall not exceed 75'.

(OBC 906 and NFPA 10)D. Smoke & Heat Vents: Not required within ESFR protected areas per IBC

910.1, exception #2.E. Draft Curtains: Not required within buildings equiped with ESFR sprinklers

per IBC 910.3.5.

Minimum door width required ProvidedOccupant Load x 0.2 = exit door width required36" door yields 33" clear, 0.2" per occupant33 / 0.2 = 165 occupants per 36" door524 x 0.2 = 104.8" egress width required @ doors 297"

14. Building first floor slab elevation is 1273.00 feet (verify w/ civil drawings). Building construction documentsare based on ground floor slab elevation equal to 100'-0".

15. The word "align" as used in these documents shall supercede any dimensional information indicated. Ifdiscrepancies occur, notify the Architect immediately.

16. Typical dimensions are to face of new construction, or to column center lines. Refer to plan details foradditional dimensions.

17. All angles shown are 45˚, 90˚, or 135˚ unless noted otherwise.18. All foundation walls in excavated areas to bear on and be formed by cleaned, undisturbed, virgin sub-soil,

unless recommended otherwise in geotechnical report.19. Provide bituminous coating between all dissimilar metals.20. Penetrations through rated wall or floor/ceiling assemblies shall be sealed with UL listed firestop systems

for the type of penetration. See specification section 078413 for additional information.21. All control joints in gypsum board and plaster ceilings to be located as recommended by U.S. Gypsum

unless shown otherwise for interior and exterior locations.22. Provide 1/2" pre-molded expansion fillers and continuous sealant along building wall or other vertical

terminations where concrete paving and walks occur unless noted otherwise. Provide concrete EJ and CJlayout drawing for approval by Architect prior to installation.

23. Refer to spot grade elevation(s) for exact grade elevations. Contours are approximate.24. Sidewalks shall slope no more than 2% in any direction unless accessible route is defined. Accessible

route shall slope less than 5% in the direction of travel and no more than 2% perpendicular to the directionof travel.

25. Slope concrete slab areas to floor drains where occurs (see plumbing drawings).26. At locations where a room with a ceiling is next to a room with an exposed structure, the partitions are to

be extended to floor or roof deck above, with all components cut neatly around structural elements - seeschedule for finishes.

27. All interior wood blocking to be fire-treated where required by construction type. All wood blocking and/orsheathing at roofs or exterior walls or in contact with concrete or masonry shall be pressure treated for rotresistance or fire-retardant treated where required by law.

28. See soil report and structural drawings for all joints in floor slabs.29. All egress doors to receive a combination battery powered exit light and interior & exterior emergency light

system.30. See civil drawings for landscape requirements.31. Install 10 mill vapor barrier beneath office floor slab - See Structural drawings.32. Provide lean concrete fill to 36" below grade at all building entrances and exits to prevent frost eave and

settlement.33. G.C. shall verify locations of beams and joists to coordinate with floor/roof penetrations (drain, water

closets, vents, ducts, etc.) and notify Architect of conflicts prior to installing any structural members inquestion.

34 Interior finish materials and sound baffles shall be classified in accordance with flame spread ratingsdetermined by ASTM E-84. See specifications for information specific to each material.

35 Exposed concrete floor slabs shall be sealed with Ashford Formula or approved equal. Exposedcontrol/expansion joints shall be filled with MM-80 semi-rigid joint sealant or approved equal except forunder racking and at office location.

1. Work shall conform to all local applicable building codes, regulations, and ordinances of authorities havingjurisdiction. General Contractor is responsible for obtaining and posting all required permits.

2. Whether indicated or not the General Contractor has the sole responsibility to ensure that the buildingenvelope is airtight including but not limited to the roof to wall intersection, wall to floor intersection, wall todoor & wall to window intersections.

3. Specifications and drawings are to be interpreted according to the full intent, meaning and spirit, whethertaken together or separately. Taken together, they shall be deemed to mutually explain each other and tobe descriptive of the work to be performed under the Contract. In the case of an inconsistency betweenDrawings and Specifications or within either Document not clarified by addendum, the better quality orgreater quantity of Work shall be provided in accordance with the Architect's interpretation.

4. Materials and products specified by name of manufacturer are assumed equal and shall form the basis ofthe contract. Request for approval of materials or products not specified must be made to the Architect inwriting at least five (5) days prior to bid date, so such approval can be made by written addenda. Materialsnot so approved will not be considered. Request for substitution shall include a statement of thedifference, if any, between the equipment specified and the substitution and a statement indicatingchanges/revisions required for related areas of work as a result of the substitution. The contractor shalloffer evidence that the proposed substitute is equal or superior to the items specified as required by theArchitect.

5. Layout of Work: Contractor and all Subcontractors shall be fully responsible for the accurate placementand installation of their work. Working from established lines and points, establish and maintaindependable markers for lines and levels of work. Calculate dimensions and measure for layout of work; donot scale the drawings. Follow written dimensions and layout points only. Record deviations (if any) fromdrawing information on existing conditions and review with Architect / Engineer at time of discovery shallexercise special care in the verification of all conditions and dimensions in the layout of his work. Thealignment in coordination of his work itself and other adjacent work is of primary importance and shall takeprecedence over dimensions, especially those indicated as approximate. Contractor shall lay out andverify his work to ensure alignment and fit and report any discrepancies immediately to his superintendentand the Architect before proceeding or proceed at Contractor's own risk.

6. The General Contractor is responsible for protecting all construction and for repair of any damagesincurred during construction. Contractor shall at all times provide protection against weather (rain, winds,storms, frost, or heat) so as to maintain all work, materials, apparatus, and fixtures free from injury ordamage. At the end of the day's work, all new work exposed to potential damaged shall be covered.General Contractor is to provide protection of any completed interior finish work, (i.e. floors, walls, ceilinggrid, etc.) during construction by whatever means necessary to maintain any completed finishes in newcondition. Any damaged work or material that is scratched, marked or in any way impaired will bereplaced at no extra cost to the Owner.

7. General Contractor and/or Subcontractors are responsible for examining and confirming all substrateconditions where new materials are applied. Substrate shall be smooth, free of defects and shall conformto the requirements of the finished material manufacturers recommendation.

8. Location of Devices in Finished Areas:A. Location of wall devices as shown on plans is approximate and for estimating purposes only.

B. When devices by different trades, such as lighting switches, thermostats, etc. are installed in the samelocation, they shall be mounted in an arrangement acceptable to the Architect / Engineer.1. When shown on architectural plans, elevations, or sections, locate devices as shown.

2. When shown on mechanical or electrical drawings, but not on architectural drawings, devices shall be uniformly mounted so that they will be symmetrical. Vertically align devices mounted at different heights

unless separated horizontally by a minimum distance of 24".

3. Devices installed in masonry or surfaces to receive wood panels, wall covering or similar materials noteasily cut and patched, shall be inspected by Architect at time of rough-in.4. When in doubt, check with Architect / Engineer prior to roughing-in.C. Deviations from the above principles without prior approval by the Architect / Engineer shall becorrected by the installation contractor. Any correction, including cutting and patching, entailed in the

removal, relocation and reinstallation of any devices shall be the responsibility of the installing Contractor.

9. General Contractor shall coordinate the installation of access panels in partitions / ceiling areas that arerequired by mechanical, plumbing, fire protection and electrical. M.E.P. and F.P. Contractors shall supplyto G.C. all required access panels.

10. Provide temporary ventilation required by construction activities for curing or drying of completedinstallations or for protecting installed construction from adverse effects of high humidity. Selectequipment that will not have a harmful effect on completed installations or elements being installed.Coordinate ventilation requirements to produce ambient condition required and minimize energyconsumption.

11. It is the responsibility of the General Contractor to have all electrical requirements for fire protection,plumbing, mechanical work, electrified door hardware, powered devices, etc... coordinated with theelectrical contractor for all areas of the work whether shown on the drawings or not - at no extra cost to theOwner.

12. General Contractor to provide and install fire extinguishers as indicated and as required by local firedistrict.

13. "Finish Floor" refers to the top of the concrete floor slab.

GENERAL NOTES

223,340 s.f.

USE GROUP Area OCC/SF CALC. OCC.Business Occupancy 4795 SF 1/100 GSF 48Business Occupancy(Future)

4795 SF 1/100 GSF 48

Warehouse Occupancy 120265 SF 1/500 GSF 241Warehouse Occupancy(Future)

93485 SF 1/500 GSF 187

Grand total 223340 SF 524

90% PROGRESS SET 07/08/2014

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1 1098765432 11 12 13 14 15 16 17

WAREHOUSE121

FUTURETENANTWAREHOUSE123

260'

- 0

"

60' -

0"

50' -

0"

50' -

0"

50' -

0"

50' -

0"

49' - 0" 54' - 0" 54' - 0" 54' - 0" 54' - 0" 54' - 0" 54' - 0" 54' - 0" 54' - 0" 54' - 0" 54' - 0" 54' - 0" 54' - 0" 54' - 0" 54' - 0" 54' - 0"

481' - 0" 378' - 0"

859' - 0"

MA

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/ A

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FFA EXIT FFA FFA AMOE AMOE FFA FFA FFA

EXITEXITFFAFFAEXITFFAFFA

FFA

AM

OE

FFA

AM

OE

FFA

(STORAGE S-1)

OFFICEACCESSORY USEBUSINESS - B

PUMP ROOM122

FEB

CONC. DOCK APRON- SEE CIVIL CONC. DOCK APRON

- SEE CIVIL

24'-0" WIDE FIRE DEPT. ACCESS DR. - SEE CIVIL

CHAIN LINK FENCE & GATE- SEE CIVIL

EXIT FFA

250'

-0"

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250'-0" TRAVEL DISTANCE250'-0" TRAVEL DISTANCE

EGRESS DOOR

GENERAL WAREHOUSETRAVEL TRIANGLE

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1 1098765432 11 12 13 14 15 16 17





DESCRIPTION:

Issue Date:

Job Number:

Drawn By:

Checked By:

Drawing Title:





314.878.3500

www.mha.us.com

CONSULTANTS:

NE

W P

RO

JEC

T F

OR

:

BC

P -

OK

C W

AR

EH

OU

SE

Civil:

Structural:

MEP:

Fire Protection:

Issue Date

14033.00

ZSL

RH

OVERALL FLOORPLAN

A0.2


07/08/14

5101

S. C

OU

NS

IL R

D,

OK

LAH

OM

A C

ITY

, OK

731

79

TRUENORTH

PROJECTNORTH

1" = 30'-0"2

OVERALL FLOOR PLAN PLAN LEGEND

1 HR. RATED PARTITION(UL # 423) @ PUMP ROOM

NOTE: SEE SHEET A0.1 FOR CODE INFORMATION.

BRACKET/WALL MOUNTEDFIRE EXTINGUISHERFEB

15' 60'30'

TRUENORTH

PROJECTNORTH

1" = 60'-0"1

TRAVEL DISTANCE PLAN

EXIT EGRESS DOOR - PROVIDEILLUMINATED EXIT SIGNAND EXTERIOREMERGENCY LIGHTING

AMOE ACCESSIBLE MEANS OFEGRESS DOOR - PROVIDE,ADA SIGN, ILLUMINATEDEXIT SIGN AND EXTERIOREMERGENCY LIGHTING

FFAFIRE FIGHTER ACCESSDOOR


UP

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B

FEB FEB FEB FEB

FEB

FEB

FEB

FEB

FEB

FEB

FEB

FEB FEB FEB FEB

T T

FEB

T

T

M

JJ

MM

T

A

B

C

D

E

F

1

WAREHOUSE121


MA

TC

HLI

NE

SE

E 1

/ A

2.2

MA

TC

HLI

NE

SE

E 1

/ A

2.2

1098765432

A2.31

A2.33

A2.26

A2.12

A2.14

STL. COLUMN -SEE STRUCT.,TYP.

4" WIDE YELLOWTRAFFIC STRIPE -EXTEND 6'-0" BEYONDEND OF DOCK LEVELER

CONC. DOCKAPRON - SEE CIVIL

4" WIDE YELLOWTRAFFIC STRIPE OUTFROM EXTERIORWALL 6'-0", TYP.

K.O.

WALL LOUVER ABOVE- SEE ELEVATIONS

K.O.

WAREHOUSE FAN,ABOVE, TYP. - SEEMECH.

BRACED BAY,SEE STRUCT.

O102O103O104O105O106O107O108O109O110O112O113 O111O114O115O116O117O118O119O120O121 S103S104S105S106

S107

49' - 0" 54' - 0" 54' - 0" 54' - 0" 54' - 0" 54' - 0" 54' - 0" 54' - 0" 54' - 0"

481' - 0"

TYP. DOCK DOOR SPACING

R.O.3' - 4 1/2"

5' - 0 3/4"2' - 3"

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

5' - 0 3/4" R.O.3' - 4 1/2"

DEMISINGWALL

R.O

.3'

- 4

1/2

"8'

- 1

5/1

6"

60' -

0"

50' -

0"

50' -

0"

50' -

0"

50' -

0"

260'

- 0

"

S102

R.O.3' - 4 1/2" 18' - 6 3/4"

K.O.

A8.21

D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S.

O122O101S101

21' - 7 1/2"

R.O.3' - 4 1/2"

FEB

BATTERY CHARGERS BY TENANT - ELEC.CONTRACTOR TO PROVIDE DISCONNECTS.TYP. OF (12) TWELVE

S108

S109 S110 S111 S112 S113

S114

2D

S A

A2.23

CJ

CJ CJ

CJ CJ

CJ CJ

CJ CJ

A2.25

A2.25

A2.25

2D

S A

2D

S A

2

A2.2

10' - 9 3/4"

R.O.3' - 4 1/2"

R.O.3' - 4 1/2" 9 3/4"

R.O.3' - 4 1/2"

8' - 9 3/4" 8' - 9 3/4"

R.O.3' - 4 1/2" 9 3/4"

R.O.3' - 4 1/2"

R.O

.3'

- 4

1/2

"11

' - 5

3/4

"3'

- 2

"1'

- 0

"

6' - 0"

ABOVE

16

17

16

10

3

A2.1

1 1/2" DIA. STL. PIPEHAND/ GUARDRAIL(GALV.)

PIPE BOLLARD EA.SIDE OF STAIR -SEE .

12" x 1-1/2" STL. BARGRATE TREADS W/1"x1"x1/4" STL. SEATPLATE (GALV.)

FIN. FLR.

EL.=100'-0"

OPEN GRATE STL.PLATFORM (GALV.) w/SLOPE LESS THAN 2%

T. CONC.

SEE CIVIL

T. LANDING

EL.=99'-11 3/4"

6"

1' -

0"

11"

6T @

11"

= 5

' - 6

"5'

- 0

"

1' - 4"

R.O. U.N.O.

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

5' - 0"

NOTE:SEE SHEET A2.1& A2.2 FORCORRECTORIENTATION,LOCATION, &DIRECTION OFDOCK STAIRS.VERIFYCORRECT DOORSIZE PER A9.1

HANDRAIL TO RETURNTO GUARDRAIL, TYP.

HANDRAIL TO RETURNTO GUARDRAIL, TYP.

1' -

0"

/4 A2.2

4" x 4" x 1/4"CLIP ANGLE W/EXP. ANCHOR(GLV.)

PIPE BOLLARD EA.SIDE OFSTAIR- SEE

* GRATING OPENING SHALL NOT ALLOWPASSAGE OF A 1 1/8" DIA. SPHERE

* METAL GRATING TO RUN PERPENDICULARTO DIRECTION OF TRAVEL @ LANDING &TREADS W/ NON-SLIP FINISH

1 1/2" DIA. STL.PIPEHAND/GUARDRAIL(GLV.)

4"x4"x1/4"x7" CLIPANGLE W/ (2) EXP.ANCHORS (GLV.)

TS 4" x 4" x 1/4" (GLV.)

PAVING SEE CIVIL

12" x 1 1/2" GALV. STL.BAR GRATE TREAD W/1" x 1" x 1/4" STL. SEATPLATE

C 10 x 15.3 STRINGER(GLV.)

SEE PLAN

2'-1

0"

3'-6

"

11"SEE PLAN

EQ.

11" 2"

1"

TYP.

2"

7" M

AX

.

1 - 0"

1 1/

2"

EQ.

7 E

Q. R

ISE

RS

= 4

'-0"±

FIE

LD V

ER

IFY

4"

3' -

6"

EQ

.E

Q.

2"

NOTE:

2' -

10"

1' - 0"

/4 A2.2

NOTE: SEE PLANS FORORIENTATION OF CONC. STOOP

1/4"

:12"

SLO

PE

DN

.

T.O. SLAB @ BLDG.EL. 100'-0"

H.M. DOOR &FRAME (PAINT)

CONC. STOOP (SEECIVIL) OVER LEANCONC. BASE TOBELOW FROST LINE(3' - 0" MIN. BELOWFIN. GRADE)

TILT-UPCONC. WALLPANEL, TYP.

3 1/2"

5' -

0"

3' - 4 1/2"

5' - 0"

INTERIOR

EXTERIOR

CONCRETE PANEL

CONC. SIDEWALK -SEE CIVIL

SEALANT

1/4" TOOLEDRADIUS

1/2" EXPANSIONJT. FILLER

GRANULAR FILL

COMPACTED SUBBASE

SE

EC

IVIL

4"

1/2"

CONC. FOOTING -SEE STRUCT.

INTERIOR EXTERIOR





DESCRIPTION:

Issue Date:

Job Number:

Drawn By:

Checked By:

Drawing Title:





314.878.3500

www.mha.us.com

CONSULTANTS:

NE

W P

RO

JEC

T F

OR

:

BC

P -

OK

C W

AR

EH

OU

SE

Civil:

Structural:

MEP:

Fire Protection:

Issue Date

14033.00

ZSL

RH

FLOOR PLAN - WEST

A2.1


07/08/14

5101

S. C

OU

NS

IL R

D,

OK

LAH

OM

A C

ITY

, OK

731

79

TRUENORTH

PROJECTNORTH

1/16" = 1'-0"1

FLOOR PLAN - WEST

1/4" = 1'-0"2

DOCK STAIR PLAN 1/2" = 1'-0"

3DOCK STAIR SECTION

1/4" = 1'-0"4

CONC. STOOP DETAIL 1 1/2" = 1'-0"

5EXPANSION JOINT DETAIL @ BLDG


FE

BF

EB

FEB FEB

FEB

FEB

FEB

FEB

FEB

FEB

FEB

FEB

T

FEB

FEBFEB FEB FEB FEBJ

MM

T

FEB

VARIESROOF

A

B

C

D

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F


MA

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2.1

MA

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NE

SE

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2.1

10 11 12 13 14 15 16 17

FUTURETENANTOFFICE124

54' - 0" 54' - 0" 54' - 0" 54' - 0" 54' - 0" 54' - 0" 54' - 0"

378' - 0"

WAREHOUSE121

K.O. K.O. K.O. K.O. K.O. K.O.

DEMISING WALL

WALL LOUVER ABOVE,TYP. - SEEELEVATIONS

S118

S120

S123S124S125

A2.12

A8.21

A2.14

R.O.3' - 4 1/2"

6' - 3 3/4"

3' -

2"

1' -

0"

10' -

4"

R.O

.3'

- 4

1/2

"

8' -

0"

4' -

6"

R.O

.

8' -

0"

4' -

6"

8' -

0"

4' -

6"

R.O

.

8' -

0"

4' -

6"

R.O

.

8' -

0"

2' -

11"

R.O.3' - 4 1/2"

18' - 6 3/4"R.O.3' - 4 1/2" 5' - 0 3/4"5' - 0 3/4"

R.O.3' - 4 1/2"

60' -

0"

50' -

0"

50' -

0"

50' -

0"

50' -

0"

260'

- 0

"

A2.33

O122 O123 O124 O125 O126 O127 O128 O129 O130 O132 O133 O134 O135O131

PUMP ROOM122

A8.21

D.S.D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S.

NOTE: ALL DOCK DOOR LOCATIONS WITHINTHE FUTURE TENANT WAREHOUSE SPACETO BE CONFIRMED WITH OWNER, PRIOR TOINSTALLATION.

K.O. K.O. K.O.

1' - 8"

R.O.3' - 4 1/2"

1' - 5 1/2"

1' - 0"2' - 9"

8' - 0"

5' - 6"

8' - 0"

5' - 6"

8' - 0"5' - 6"8' - 0" 2' - 9"

O137

S114

S115

S116 S117

S119

S121

S122

10' -

7 1

/2"

R.O

.3'

- 4

1/2

"

WALL LOUVERABOVE, TYP. - SEEELEVATIONS

MIR.5' - 9 3/4"

R.O.3' - 4 1/2"

13' - 9 3/4"

R.O.3' - 4 1/2"

R.O.3' - 4 1/2" 3' - 9 3/4"

A2.26 MIR.

SIM.

POTENTIAL TENANTOFFICE SPACE

EXTENTS OFUNDER SLABPERIMETER INSUL.

K.O.

K.O.

K.O.

K.O.

K.O.

K.O.K.O. K.O. K.O. K.O.

W1

W1

W1

W1

AL-A

TILT-UP WING WALLPANEL - SEE STRUCT.

TILT-UP WINGWALL PANEL

16

17

16

10

EXTERIOR BOLLARD

6" DIA. STEEL PIPEFILLED WITHCONCRETE, PTD."SAFETY YELLOW"

CONC. CAP w/TROWEL SMOOTHFINISH

SLOPE CONCRETE

2'-0" DIA.CONCRETE PIER

4' -

0"

4' -

0"

6"

A

10

8

A2.2

PIPE BOLLARD,SEE /4 A2.2

EJ

EJ

EJ

EJ

EJ

STL. GUARDRAIL(GALV.) PROVIDEBREAKS AT TILT-PANEL TRANSITIONSTO ALLOW FOREXPANSION

EJ EJ

TILT-UP CONC.RETAINING WALLPANELS - SEESTRUCT.

CONC.PAVING -SEE CIVIL

D.S.

CHAIN LINKFENCE -SEE CIVIL

CJ (U.N.O.)SLO

PE

DN

1 :

12 +

/-

SLO

PE

1/4"

: 12

"

PIPE BOLLARD -SEE 3/A2.2

A2.27

O101

10' -

0"

60' -

0"

6"E

Q.

EQ

.

3' -

6"

SEE STRUCT.S

EE

ST

RU

CT

.

VA

RIE

S

CONC. PAVINGEA. SIDE OFRAMP - SEE CIVIL

1/2" EXP. JT. FILLER -SEE , TYP.

TILT-UP CONC.RETAINING WALL PANEL -SEE STRUCT.

CONC. PAVING -SEE CIVIL

1/2" EXP. JT. FILLER TYP.EA. SIDE OF RAMP

1 1/2" DIA. STL. GUARDRAILGALV.

3/4" CHAMFER @ EA. SIDE

SET RAIL IN STL. SLEEVEWITH NONSHRINK ANDNONMETALLIC GROUT

TILT-UP CONC. RETAININGWALL PANEL - SEESTRUCT.

EL. VARIESRAMP

REBAR - SEE STRUCT. - TYP.

PVC WEEPS @ 10' - 0"O.C. TYP.

FABRIC WRAPPED ROCK POCKET

8" 16' - 0" 8"

4" 4"

/5 A2.1

EL: 1267.40 (FIELD VERIFY)SEE CIVIL DWGS.

NOTE:STL. RAIL TO BE GALV.

1 1/2" DIA. STL. PIPEGUARDRAIL (GALV.) W/VERT.SUPPORT SPACING, 5'-0" MAX.

E.J. IN RAIL

SLOPE1/4":12" SLOPE

1":12" ±

FACE OFBUILDING

SURFACE OF RAMPBEYOND CURB

1' - 0"60' - 0".

10' - 0"EQ

5' - 0" MAX TYP.

EQ

55' - 0".5' - 0"

EQEQEQEQEQ

20' - 0"

4' -

0"

6"3'

- 0

"

RETAINING WALL -SEE STRUCT.

E.J. IN CURB& WALL

DOCK PAVEMENTPVC WEEPS @10'-0" O.C. TYP.

4"

100' - 0"FIN. FLOOR

E

10

R-19 BATT.INSULATION

TS COLUMN -SEE STRUCT.

5/8" GYP. BD. ,BOTH SIDES

MTL. STUDS

C

10

R-19 BATT.INSULATION

MTL. STUDS

8 1/2" 8 1/2"

2' -

1"

3 5/8" MTL.STUDS TOSTRUCTUREABOVE

STL. COLUMN -SEE STRUCT.

5/8" GPYP. BD.,BOTH SIDES

CL9" 9"

PROVIDE DEFLECTIONTRACK - SEE

/1 A9.2

CONT. SPRAY FOAMINSUL. W/ INTUMESCENTCOATING

STL BEAM - SEESTRUCT.

5/8" GYP. BD, BOTHSIDES

TS BRACE - SEESTRUCT.

R-19 BATT. INSUL.

ROOF EXPANSION JOINT- SEE /8 A2.4

CONT. 3 5/8" MTL.FURRING, BOTH SIDES

10" MTL. STUDS

10

10 MIL. VAPOR BARRIER





DESCRIPTION:

Issue Date:

Job Number:

Drawn By:

Checked By:

Drawing Title:





314.878.3500

www.mha.us.com

CONSULTANTS:

NE

W P

RO

JEC

T F

OR

:

BC

P -

OK

C W

AR

EH

OU

SE

Civil:

Structural:

MEP:

Fire Protection:

Issue Date

14033.00

ZSL

RH

FLOOR PLAN - EAST

A2.2


07/08/14

5101

S. C

OU

NS

IL R

D,

OK

LAH

OM

A C

ITY

, OK

731

79

TRUENORTH

PROJECTNORTH

1/16" = 1'-0"1

FLOOR PLAN - EAST

1/2" = 1'-0"4

BOLLARD DETAIL

TRUENORTH

PROJECTNORTH

1/8" = 1'-0"6

RAMP PLAN

1/2" = 1'-0"8

RAMP SECTION

1/4" = 1'-0"7

RAMP ELEVATION 1 1/2" = 1'-0"

3COLUMN SURROUND PLAN DETAIL

1 1/2" = 1'-0"5

COLUMN BUMP PLAN DETAIL

3/4" = 1'-0"2

SECTION @ BRACED BAY


SEE A2.3 FOR KEYED NOTES

_

FEB

T

T

M

T

PLAN LEGENDGYPSUM BOARD PARTITION(SEE PARTITION TYPES SHT. A9.2)

FIRE EXTINGUISHERCABINET (SEMI-RECESSED)

FEC

CONTROL JOINT IN DRYWALL PARTITION 30'-0" O.C. MAX. ONSIDE SHOWN ON PLAN

PLAN GENERAL NOTES

ALL PARTITIONS TO BE TYPE 2A/T/A UNLESS OTHERWISE NOTED.

PROVIDE SOUND BATTS IN OFFICE, TOILET, BREAK ROOM, PERIMETER OFFICE ANDCONFERENCE PARTITIONS.

SECURITY, VOICE AND DATA TO BE PROVIDED AND INSTALLED BY TENANT.

PROVIDE 12" H WITH 1" STROKE EXTERIOR AND INTERIOR SEQUENTIAL NUMBERING ATALL DOCK DOORS. COORDINATE FONT TYPE STYLE W/ TENANT.

PROVIDE COMBINATION LIGHT & FAN FOR EACH DOCK DOOR - SEE DOOR SCHED.

ALL FURNITURE PROVIDED BY TENANT.

PROVIDE MM-80 FLOOR, EUCLID QUIKJOINT 220, OR SPI EPL-1 JOINT FILLER AT ALLCONC. FLOOR JOINTS EXCEPT FOR AT THE OFFICE AND UNDER RACKING.

PROVIDE (3) DUPLEX OUTLETS AND DATA OUTLETS FOR PRINTERS IN THEWAREHOUSE NEAR THE CUSTOMER SERVICE AREA - COORDINATE LOCATION W/TENANT.

PROVIDE DEDICATED 20A OUTLET FOR BIZHUB IN THE OFFICE AREA - COORDINATELOCATION W/ TENANT.

FIRE EXTINGUISHERS TO BE FURNISHED AND INSTALLED BY CONTRACTOR PER NFPA10 REQUIREMENTS. FIRE EXTINGUISHER LOCATIONS TO BE SUBJECT TO REVIEW BYLOCAL CODE AUTHORITIES.

PLAN KEYED NOTES1 GUARD RAIL SYSTEM FURNISHED AND INSTALLED BY TENANT.

PROVIDE (2) 4'x8' SHEET A-C FIRE TREATED PLYWOOD FOR DATA AND PHONE EQUIPMENT.MOUNT OUTLETS @ 48" A.F.F. - COORDINATE WITH ELEC. & TENANT - PROVIDE 2" CONDUITW/ RING AND STRING FROM BUILDING DEMARK TO I.T. ROOM - COORD. W/ ELEC.

VENDING MACHINES - FURNISHED AND INSTALLED BY OTHERS.

24" X 24" UTILITY SINK - SEE PLUMB.

COPIER - PROVIDED BY TENANT

BATTERY CHARGERS BY TENANT - ELEC. CONTRACTOR TO PROVIDE DISCONNECTS.

TIME CLOCK MOUNTED @ 48" A.F.F. - COORDINATE LOCATION W/ TENANT.

RECESSED FLUSH FLR. MTD. POWER, DATA & PHONE OUTLETS - SEE ELEC. DWGS.

POWER & COMM. OUTLETS @ 60" AFF, FOR TENANT FURNISHED & INSTALLED FLATSCREEN TV - SEE ELEC. DWGS. PROVIDE BLOCKING IN WALL AS REQUIRED. COORDINATELOCATION WITH TENANT.

GAS METER - SEE PLUMBING DWGS.

FIRE DEPARTMENT CONNECTION - SEE FIRE PROTECTION DRAWINGS.

FLOOR SCRUBBER OUTLET - SEE ELEC. , COORD REQUIREMENTS W/ TENANT

EMERGENCY SHOWER/EYE WASH AND FLOOR DRAIN - SEE PLUMB.

MOP SINK W/ FAUCET - SEE PLUMB. PROVIDE FRP PANELS TO 5'-0" AF.F. AT WALLSADJACENT TO SINK. - SEAL ALL JOINTS

DOMESTIC WATER SERVICE ENTRANCE AND BACKFLOW PREVENTER - SEE PLUMB.

ELECTRICAL PANEL - SEE ELEC.

TRANSFORMER - SEE ELEC.

ELECTRIC WATER COOLER. PROVIDE APRON FOR ADA COMPLIANCE ON UPPER UNIT.

PROVIDE 3" DIA. GROMMET IN COUNTERTOP. COORD. LOCATION W/ TENANT.

ROOF D.S. - COORD. LOCATION W/ PLUMB.

FLOOR SAFE - COORDINATE LOCATION W/TENANT - SEE 17/A4.1

DISH WASHER PROVIDED BY CONTRACTOR.

4'-0 x 5'-0" WALK-OFF MAT - SEE FINISH LEGEND ON A9.2

CAN LIGHT

X'-X" A.F.F.2'-0" X 4'-0"FLUORESCENT PARABOLICLENS - SEE ELEC.

GYP. BD.CLG. SYSTEM

SUSP. 2 X 4ACOUS. CLG. SEEROOM FINISH SCHED.

SPRINKLERHEAD

MECHANICALSUPPLY DIFFUSER

MECHANICALRETURN

CEILINGHEIGHT A.F.F.

REFLECTED CEILING PLAN LEGEND

REFLECTED CEILING PLAN GENERAL NOTES

2

CENTER CEILING DEVICES WITHIN CEILING GRID AS INDICATED ON DETAIL 6/A2.2.

SEE FINISH SCHEDULE FOR CEILING HEIGHTS.

FIRE PROTECTION, MECHANICAL & ELECTRICAL INFORMATION IS SHOWN FORCOORDINATION & DESIGN INTENT ONLY. REFER TO FIRE PROTECTION, MECHANICAL ANDELECTRICAL DRAWINGS FOR COMPLETE SCOPE OF WORK. ALIGNMENT &ARCHITECTURAL APPEARANCE OF ITEMS IS CRITICAL.

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

WALL BRACKET MOUNTED FIREEXTINGUISHER

FE

1 HR. RATED PARTITION(SEE PARTITION TYPES SHT. A9.2)

18

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

1.

2.

3.

19

20

2'-0" X 4'-0"FLUORESCENT ACRYLICLENS - SEE ELEC.

21

# TOILET ACCESSORY - SEE "TOILET ACCESSORYLEGEND" ON A4.1.

22

23

T.O. PAVEMENTSEE CIVIL

SEE CIVIL

2' -

10"

CONC. STAIR BEYOND

CONC. RETAINING WALL W/HAND RUBBED FINISHWHERE EXPOSED - SEECIVIL & STRUCT.

SET BAR IN SLEEVEW/ NON-SHRINK &NON-METALLIC GROUT

2' -

10"

1 1/2" DIA. STL.PIPE HANDRAILBEYOND (GALV.)

T.O. CONC.SIDEWALK

8' - 0"

6"

5' - 0"

CHAIN LINK FENCE- SEE CIVIL

FIN. GRADE 1272.79 +/-EL. - SEE CIVIL

FIN. GRADE 1269.00 +/-EL. - SEE CIVIL

1 1/2" ø GALV.STL.PIPE HANDRAIL

#4 REINF. @12" O.C. EA. WAY

CONC. RETAININGWALL - HANDRUBBED FINISH -SEE STRUCT.CONC. SIDEWALK

- SEE CIVIL

#4 @NOSING

SET BAR IN SLEEVEW/ NONSHRINK &NONMETALLICGROUT

1/2" EXPAN.JT. FILLER

7 EQ

. R@

6 11/16" +/-

2'-10"

EQ. EQ. EQ.

EQ

.E

Q.

1'-0"

1' - 0"

MIN

.

3' -

0"

SLOPE TODRAIN, TYP.

3' -

0"

1' - 0"

2' -

10"

4' -

3 1

/2"

+/-

1' - 0" 1' - 0"

1' -

0"

1' -

0"

CEILING TILEGRID

SPRINKLERHEAD, CANLIGHT FIXTURE /SPEAKER ORSMOKEDETECTOR,ETC.

GRID ORSCORED GRID

2x2 TILEOR

CENTER SCORED 2x4TILE

1' - 0" 1' - 0"

2x4 TILEWITHOUT

CENTER SCORE

2' -

0"

2' -

0"

NOTE: ELECTRICDEVICES INACOUSTICALCEILINGS ARETO BECENTERED ASINDICATED, TYP.

A

B

1 32

WAREHOUSE121

A4.1

9

VESTIBULE100

OPENOFFICE101

GM OFFICE102

OFFICE103

ASST. GMOFFICE104

DATA105

CONFERENCE106

FILES107

CHARGE108

DRIVERCHK-IN109

WOMEN110

MEN111

JANITOR112

BREAKROOM113

PASSAGE114

TOILET115

SUPPLIES116

OFFICE117

PASSAGE118

WILL CALL119 CUST.

RECPT.120

A4.18

A4.112

A4.1 13

14

A4.1

14 OPP.SIM.

A4.115

S106

119

117

118

102

103

104

116

115

113

105

111110

107

108

106

S105

101

114

W5

W5

W6

W4

W4

W4

W3

W2

W1

W1

2' - 3"

R.O.

8' - 0" 4' - 6"

R.O.

8' - 0" 4' - 6"

R.O.

8' - 0" 4' - 6"

R.O.

8' - 0" 4' - 6"

R.O.

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

R.O.3' - 4 1/2"

49' - 0" 54' - 0"

60' -

0"

2' -

11"

R.O

.

8' -

0"

4' -

6"

R.O

.

8' -

0"

4' -

6"

R.O

.

8' -

0"

4' -

6"

R.O

.

8' -

0"

4' -

6"

R.O

.

8' -

0"

CJ

CJ CJ

CJ

1' -

10"

4' -

4"

6"2' -

6"

6"

4' -

4"

1' -

10"

26' -

1"

5' -

6"

7' -

3"

12' -

11"

5' -

5"

15' -

10"

73' -

0"

5' -

6"

4' -

0"

3' -

5"

7' - 8" 10' - 4" 10' - 0" 16' - 0"

2

5

A2.3

O121

A2.3

4

HC SIGN - SEECIVIL

TACTILE WARNING- SEE CIVL

73

3

3

22

1

8"

12

16 1716

13

FD

6

8

9

EQ EQ

6' -

5"

18' -

0"

5' -

11"

4' -

0"

2' -

0"

11' -

11"

9' -

11"

14' -

5"

2

15' -

8"10' - 0"

12' - 7" 5' - 5" 16' - 1" 13' - 11" 8' - 10" 7' - 9"

5

21CJ

VCT-1CPT-1

VCT-1CPT-1

6' - 2"

4' - 0"

EWC

18

6' - 0"

6' - 0"

EWC

19

19

8' - 9 3/8" 11' - 1" 15' - 1 3/4"

23

5' -

2 1

/2"

3'-0" x 7'-0"LOCKABLE CHAINLINK GATE

TILT-UP CONC. RETAININGWALL PANELS - SEECIVIL & STRUCT.

B.O. STAIR EL: 1269.00 - SEE CIVIL

T.O. STAIR EL: 1272.79- SEE CIVIL

CHAIN LINK FENCE- SEE CIVIL

1 1/2" DIA. STL.HANDRAIL(GALV.)

T.O. WALL EL: 1273.39 - SEE CIVIL

D.S.

4" 5' - 0" 6' - 0" 1' - 0"

FEB

12' - 4"

W1

W1

W7

W1

W1AL-AW1W1

FD

1A

T A

1A

T A

2B

S A

2B

S A

2B

T A

FD

TILT-UP WING WALLPANEL - SEE STRUCT.

A8.21

MIR.

3' -

6"

2' -

6"

A

B

1 2

BREAKROOM113

MEN111

WOMEN110

JANITOR112

DRIVERCHK-IN109

CHARGE108

CONFERENCE106

DATA105

OPENOFFICE101

PASSAGE114

SUPPLIES116

TOILET115

OFFICE117

WILL CALL119

VESTIBULE100

GM OFFICE102

OFFICE103

ASST. GMOFFICE104

FILES107

PASSAGE118

5' - 7" 12' - 6" 12' - 6" 12' - 10" 4' - 9"

EQ

EQ

23' - 4"

3' -

4"

PRE-ENGINEEREDMETAL CANOPY

LIGHT FIXTURE,TYP. - SEE ELEC.

F

10

ROOF LADDER -SEE /12 A8.2

5' -

6"

15' -

7"

5' - 6"12' - 7"

A2.14

PUMP ROOM122

FEB

1 TYP.

CONC. FLUME - SEECIVIL - COORDINATELOCATION WITHFF.P. DWGS.

FD

1' - 1"

R.O.3' - 4 1/2"

2C

14' --

2C

14' --2E

S --

2D

S A

SUSP. A.C.T.

MAIN TEE

CROSS TEE

CONT. SPACER BARTO PREVENTSPREADING OF TEES

NOTES:1. INSTALL SUSP. CEIL. AND SUPPORT LIGHT FIXTURES, CABLE

TRAYS, CONDUITS AND CEILING MOUNTED AIR TERMINALS INCONFORMANCE W/ CISCA 0-2 AND ASCE 7-02 FOR DESIGN CATEGORY C.

2. USE ONLY ASTM C635 HEAVY DUTY GRID SYSTEM.PROVIDE 7/8" LEDGE W/ 3/8" MIN. CLEARANCE AT CEILINGPENETRATIONS (E.G.: SPRINKLER HEADS, COLUMNS, ETC...)

HANGAR WIRE

WALL ANGLE

3/8" MIN.

3.

7/8" MIN.

45° MA

X.

45° MA

X.

2"MAX.

NOTE: PROVIDE LOCKING CLIPS TO FASTEN ALL CROSS TEES TO MAIN RUNNERS.

PERPENDICULARVIEW AT MAIN

12 GA. HANGERWIRE @ 4'-0" O.C.

(4) 12 GA. SPLAYBRACE WIRES AT12'-0" O.C.

SUSP. A.C.T.

PARALLEL VIEW AT MAIN

(4) 12 GA. SPLAYBRACE WIRES AT12'-0" O.C.

SUSP. A.C.T.

12 GA. HANGERWIRE @ 4'-0" O.C.

CROSS TEE

MAIN TEE

MAIN TEE F.E. Moran, Inc.3001 Research RoadChampaign, IL 61822217-819-5370




DESCRIPTION:

Issue Date:

Job Number:

Drawn By:

Checked By:

Drawing Title:





314.878.3500

www.mha.us.com

CONSULTANTS:

NE

W P

RO

JEC

T F

OR

:

BC

P -

OK

C W

AR

EH

OU

SE

Civil:

Structural:

MEP:

Fire Protection:

Issue Date

14033.00

ZSL

RH

OFFICE PLAN & RCP

A2.3


07/08/14

5101

S. C

OU

NS

IL R

D,

OK

LAH

OM

A C

ITY

, OK

731

79

1/4" = 1'-0"4

RETAINING WALL ELEVATION 1/2" = 1'-0"

5CONC. STAIR SECTION

1/2" = 1'-0"6

TYP. CLG. DEVICE LOCATION

TRUENORTH

PROJECTNORTH

1/8" = 1'-0"1

OFFICE PLAN

TRUENORTH

PROJECTNORTH

1/8" = 1'-0"2

OFFICE RCP

TRUENORTH

PROJECTNORTH

1/8" = 1'-0"3

PUMP ROOM PLAN

1/2" = 1'-0"7

ACT SEISMIC WALL BRACING

3" = 1'-0"8

ACT SEISMIC SWAY BRACING


A

B

C

D

E

F

1 1098765432 11 12 13 14 15 16 17

4

A2.4

6

A2.4

6

A2.4

6

A2.4

ROOF EXPN. JT.,SEE STRUCT.

SLO

PE

DO

WN

1/4

"P

ER

FO

OT

SLO

PE

DO

WN

1/4

"P

ER

FO

OT

PRE-FIN. MTL.GUTTER &DOWNSPOUT

B.M.D. H.P.EL. 135'-11"

B.M.D.EL. 131'-9"

B.M.D. L.P.EL. 130'-6"

B.M.D.EL. 132'-9 1/2"

B.M.D.EL. 133'-10"

B.M.D.EL. 134'-10 1/2"

SLOPERD OD

SLOPERDOD

A2.49

19' -

2"

6' - 0"

ROOF HATCH

WALK PADS, TYP.

PRE-ENGINEEREDMTL. CANOPY

HV-2

HV-1

21' - 3"

27' -

6"

21' -

10"

27' - 9"

24' -

0"

35' -

4" 4' - 0"

12' -

6"

8

A2.4

2

A2.2


NOTE:

TYPICAL ROOF SYSTEM SHALL BE A SINGLE PLY 45 MIL,MECHANICALLY FASTENED TPO SYSTEM ON RIGID POLY-ISO ROOF INSULATION BOARD. MIN. LTTR VALUE = 11.4 W/MIN. THICKNESS OF 2", 1.9 PCF MINIMUM DENSITY, 20 PSIMINIMUM COMPRESSIVE STRENGTH. THE ROOFING SYSTEMSHALL HAVE A INTERNATIONAL BUILDING CODE CLASS "A"RATING. SEE SPECIFICATION FOR ADDITIONALINFORMATION

ROOF SYSTEM WARRANTY = 10 YR. MFR. WARRANTY (MIN.)

ROOF GENERAL NOTES1) All roofing penetrations shall be placed a minimum of 24"away from adjacent penetrations, curb units, etc. Hold all roofequipment, vent penetrations, mech. units, etc. a minimum of10' from exterior wall.

3) Where it is necessary to cluster small pipes constructmetal box with hood and elbow piping 6" to 12" above themembrane elevation in one or two directions only.

5) Pipe supports lying on the roof shall be constructedutilizing treated wood blocks with loose sheet metal straps,fasten to wood blocking. Blocks shall be supported on MBSpads adhered to membrane. Weight on block shall notexceed 1.5 pounds per square inch.

6) All curbed HVAC units shall have 24-gauge galvanized ironsheet metal counterflashings of minimum of 4" high girthscrewed to wood blocking at top of curb. (PROVIDED BYMECH. CONT.)

7) Gas pipes and continuous runs of other piping shall have"U" expansion joint provision w/ 150' straight line runs. Gaspipe regulators and T's or traps shall be set minimum 1"above the roof elevation. All gas lines shall be installed tolocal governing codes.

WALKPROTECTIONPADS

9) All sheet metal to be installed in accordance with SMACNAstandards.

2) No unprotected pitch-pockets shall be used. Use hoodedbox or umbrella hood detail.

4) All plastic pipes shall have flashing that allows fordimensional change of the piping. The low profile typeflanged-neoprene type flashings are not acceptable.

8) Unusual rooftop penetrations and units shall have shopdrawings submitted for approval.

10) Coordinate location and quantity of walk pads around unitswith G.C.

11) Provide crickets/tapered insulation at all mech. curbs forpositive drainage away from units.

EF EXHAUST FAN

RTU ROOF TOP UNIT

MAU MAKE-UP AIR UNIT

ROOF LEGEND

12) Install one or more layers of insulation under area of roofingto achieve req'd thickness. Where overall insulation thickness is2 1/4" inches or greater, install 2 or more layers w/ joints of eachsucceeding layer staggered from joints of previous layer a min.of 6 inches in ea. direction.

15) Per SMACNA 9/03 edition, roof drainage system shallaccommodate a 10 year storm with a 5 minute intensity of7.6"/hour & a drained roof area 9,790 S.F. per downspout (DS).Area = 193 SF/SIGutter Size = 12" W. x 12" D.Downspout Size = 7 1/2" SQ.

13) Provide roof walkway pads at roof hatch.

14) See specifications for additional roofing requirements.

TAPEREDINSULATION

SEE 4/A2.3 FOR CURB DETAIL UHFUNIT HEATERFLUE - SEE 3/A2.4

16) Provide 10 mil. vapor barrier w/taped joints between rigidinsulation and metal roof deck.

8" M

IN.

MIN.

2"

1/2"

- 3

/4"

SEALANT

STAINLESS STEELCLIPPING RING

HOOD

METAL SLEEVE

SEALANT

STAINLESS STEELCLAMPING RING

ADHESIVE

MEMBRANE ROOFING ORFLASHING

MEMBRANE ROOFING ORFLASHINGMEMBRANE ROOFING

MTL. DECK

10 MIL. VAPOR BARRIER

THRU BOLT CURB TOFRAMING

REMOVE DECK @ FANUNIT

R.T.U. OR FAN UNIT

COMPRESSIBLE GASKET

INSULATED12" H. (MIN.) CURB,BY HVAC CONTR.

RIP 2X BLK'G TO LEVELUNIT- HT. OF BLK'G. TO BEMIN. INSUL. HT.

FIRE-TREATED EXTERIOR WOOD BLOCKING

STL. ANGLE -SEE STRUCT.

NOTE:ALL BLOCKING TO BETREATED

COUNTER - FLASHING

FULLY ADHEREDMEMBRANE FLASHING

MEMBRANE ROOFING

RIGID INSUL.

12"

MIN

.

10 MIL. VAPORBARRIER

ROOFINSULATION

MTL. DECK

PRESSURE TREATED2x WD. BLOCKING

MEMBRANE ROOFING

PRE-FIN. MTL. GUTTER &DOWN SPOUT - DESIGNACCORD. TO SMACNAGUIDELINES - USE 3/16" x 2"GALV. STL. BRACKETS @ 36"O.C. MIN. - PAINT TO MATCHGUTTER

CONC. WALL PANEL -SEE STRUCT.

METAL STRAPS @ 36" O.C.

1/8" x 1" H.D GALV. BARSTOCK, TYP.

SHT. MTL. FLASHINGMEMBRANE FLASHING


T.O. PANELEL. 130'-8 1/4"

JOIST BEARINGEL. 130'-3 1/2"

A

6 1/2" SQ.

10"

11 1

/4"

1"

2 1/

4 "1

1/2 "

2 1/

2 "


RIGID INSUL.

MTL. DECK SEE STRUCT.

MEMBRANE ROOFING

ROOF DRAIN W/ SLOTTED STRAINERSEE PLUMB. DWGS. FOR SIZE

OVER FLOW DRAIN W/SLOTTED STRAINER, SEEPLUMB. DWGS.

ADJUSTABLEOVERFLOW PIPE

REINFORCED TOPROOF MEMBRANE

CUT EDGE SEALANT

MIN. 1 1/2" WIDE HOT-AIR WELDALONG ENTIRE MEMBRANEEDGE (INCLUDING CUTEDGES AT SUMP)

STL. ANGLE FRAME,SEE STRUCT.

WATER STOPMASTIC, TYP.

ROOF DRAIN PIPING &INSUL., SEE PLUMB.

SCREW & PLATEFASTENER

CLAMP RING

NOTES:

1. ALL DRAIN BOLTS OR CLAMPS MUST BE INPLACE TO PROVIDE COMPRESSION ONWATER STOP MASTIC

2. CUT MEMBRANE SO IT EXTENDS A MIN. OF1/2" INSIDE THE EDGE OF CLAMPING RING

PROVIDE 5'-0" SQUARE SUMP AROUND ALL DRAINS

N.T.S.

3"M

AX

10" TYP.N.T.S.

1/2"MIN.

5' - 0" (N.T.S.)


BACKER ROD &SEALANT @ INTERIOR& EXTERIOR PANELJTS., INCLUDINGPARAPET

T.O. PANELSEE ELEV.

B.M.D. (VARIES)SEE ROOF PLAN

FULLY ADHEREDMEMBRANE ROOFING

6" RUSS STRIP EXTEND 2" UPWALL AND ATTACH W/ ANCHORS& WASHERS @ 12" O.C.

MEMBRANE ROOFING ON RIGIDINSULATION AND METAL DECK

STL. FRAMING -SEE STRUCT.DWGS

CONC. WALL PANEL

CONT. BEAD OF SEALANT

TERMINATION BAR


VA

RIE

S

MIN

.

8"

CL

CONC. PANEL

CONC. SEALANT, CAULKTWICE IF NECESSARY TOAVOID CONCAVE AREASTHAT TRAP WATER

TERMINATION BAR

PANEL JOINT W/BACKER ROD &SEALANT

MEMBRANEROOFING

FASTENER, TYP.

LAP BAR OVERJOINT AND ANCHORTO ONE SIDE ONLY

3" 3" 1/4" SEALANT JT.

ELEVATION OF JOINT

PANEL JT.

POCKET @ JOISTGIRDER BEYOND

SLOPE

10 MIL.VAPORBARRIER

METAL DECK

RIGID INSUL.

S.S.CLAMPING RING

PRE-MOLDEDPIPE BOOT

ROOFMEMBRANE

PIPE - ANCHORTO DECK

SEALANT

CUT EDGESEALANT


REINF. TPO ROOFMEMBRANE

RIGID INSUL.

MTL. DECK

STL. FRAMING - SEE STRUCT.

REINF. TPOMEMBRANEFLASHING

NOTE:COMPLY W/ ROOFING MFR.'SRECOMMENDATION FOR EXP.JT. FLASHING REQUIREMENTS.

ROT RES. TREATED CONT. WD.BLOCKING, TYP. 30° TAPER CUT @JT. MATCH THICKNESS OF INSUL.

CONT. 20 GA. x 12"GALV. PLATEFASTENED ONE-SIDEONLY - SEE STRUCT.

CUT EDGE SEALANT

COMPRESSIBLE TUBE

HOT AIR WELD CL9" 9"

5" 5"

1 1/2" 1 1/2"

10 MIL.VAPORBARRIER

10

A

2

SLOPERD

OD

SLOPE SLOPE

5' - 0" 6' - 6"ROOF DRAIN -SEE ./5 A2.4

TAPEREDINSULATION

PRE-ENGINEEREDMETAL CANOPY

4' -

0"

49' - 6"





DESCRIPTION:

Issue Date:

Job Number:

Drawn By:

Checked By:

Drawing Title:





314.878.3500

www.mha.us.com

CONSULTANTS:

NE

W P

RO

JEC

T F

OR

:

BC

P -

OK

C W

AR

EH

OU

SE

Civil:

Structural:

MEP:

Fire Protection:

Issue Date

14033.00

ZSL

RH

ROOF PLAN &DETAILS

A2.4


07/08/14

5101

S. C

OU

NS

IL R

D,

OK

LAH

OM

A C

ITY

, OK

731

79

TRUENORTH

PROJECTNORTH

1" = 30'-0"1

ROOF

3" = 1'-0"2

HOT STACK DETAIL

1 1/2" = 1'-0"3

MECHANICAL CURB DETAIL

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

GUTTER DETAIL

1 1/2" = 1'-0"5

ROOF DRAIN DETAIL

1 1/2" = 1'-0"6

PAPAPET DETAIL

1 1/2" = 1'-0"7

PIPE PENETRATION DETAIL

1 1/2" = 1'-0"8

ROOF EXP. JOINT DETAIL

1/8" = 1'-0"9

CANOPY PLAN


T.O. PANEL

T.O. PANEL

T.O. PANEL

1 1098765432 11 12 13 14 15 16 17

TO PANEL138' - 0"

FIN. FLOOR100' - 0"

CONC. FOOTINGGALV. H.M. DOOR& FRAME - PAINT

HORIZ.REVEALS

PANEL JOINTPAINT EP-1

PAINT EP-2 LIGHT FIXTURELINE OF ROOF,BEYOND

3

A8.1PANEL (UNO)

25' - 0"23' - 0"23' - 0"23' - 0"23' - 0" 23' - 0"23' - 0"23' - 0"23' - 0"MTL. LOUVER,PAINT, TYP.

K.O.K.O.K.O.K.O.

V-REVEALS @ PERIMETEROF KNOCK-OUT

A B C D E F

A3.16

TO PANEL138' - 0"

FIN. FLOOR100' - 0"

LINE OF ROOF,BEYOND

CONC. WALLPANEL

PANEL JOINT

CONC. FOOTINGGALV. H.M. DOORAND FRAME - PAINT

HORIZ.REVEAL

4

A8.1

LIGHT FIXTURE - SEE STRUCT.

25' - 0"EQ EQ EQ EQ EQ

ABCDEF

TO PANEL138' - 0"

FIN. FLOOR100' - 0"

PAINT EP-2

PAINT EP-1

A3.16

MIR.

PANEL JOINTCONC. FOOTING

GALV. H.M. DOORAND FRAME - PAINT

HORIZ.REVEAL

LINE OF ROOF,BEYOND

CONC. WALLPANEL

W1W1W1

4

A8.1

LIGHT FIXTURE - SEE ELEC.AL-A

SIM.

25' - 0" EQ EQ EQ EQ EQ

K.O.K.O.K.O.K.O.K.O.K.O.


110 9 8 7 6 5 4 3 211121314151617A3.1

5

FIN. FLOOR100' - 0"

CONC. FOOTING GALV. STL. DOCKSTAIR

K.O.K.O. K.O. K.O. K.O. K.O. K.O.

BUMPERS &SEALS, TYP.

MECHANICALDOCK LEVELER

EDGE OF DOCKLEVELER, TYP.

O.H. DOCKDOOR



GALV. H.M. DOOR& FRAME - PAINT

PRE-FIN. MTL. GUTTERAND DOWNSPOUTS

HORIZ.REVEALS PANEL JOINT

12" H. DOCKNUMBERS - COORD.W/ TENANTS

PAINT EP-1

PAINT EP-2

PANEL (UNO)

27' - 0"13' - 6"13' - 6"13' - 6" 13' - 6" 13' - 6" 13' - 6"LIGHTFIXTURE

MTL. LOUVER -PAINT, TYP.

5

A8.1

K.O.K.O.

6

A8.1

13' - 6"13' - 6"

K.O.K.O.K.O.

9'-0"Wx10'-0"HKNOCK OUT, TYP. @DOCKS

13' - 6"13' - 6"13' - 6"13' - 6"13' - 6"

130' - 8 1/4"

V-REVEALS @PERIMETER OFKNOCK-OUT

13 2

FIN. FLOOR100' - 0"

ALUM. WINDOW W/1"INSULTED TINTED GLASS

PAINT EP-1

HORIZ. &VERT. REVEAL

PANEL JOINT

PAINT EP-2

CONC. STAIR PRE-ENGINEEREDMTL. CANOPY

PAINT EP-1

HORIZ. REVEAL,ALL EXPOSEDSURFACES,TYP.

PAINT EP-3

OPEN

WILL CALLSIGNAGE BYOTHERS

PRE-FIN. MTL. GUTTERAND DOWNSPOUTS

DOWNSPOUT GUARD -SEE /17 A8.2

W1 AL-A

2

A8.1

1

A8.1

W1 W1 W1

PANEL (UNO)

12' - 6"

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

135' - 6"

140' - 0"

K.O.


2' - 6"3' - 6"

A B C

TO PANEL138' - 0"

FIN. FLOOR100' - 0"

ALUM. WINDOWS W/1"INSULATED TINTED GLASS

PAINT EP-1

HORIZ. &VERT. REVEAL

PANEL JOINT


PAINT EP-2

LINE OF ROOF, BEYOND

W1

2

A8.1

OPEN

HORIZ.REVEAL, ALLEXPOSEDFACES, TYP.

PAINT EP-3

2' - 3"8' - 0"

2' - 3"PANEL (UNO)

12' - 6"

W1 W1 W7 W1

14' -

0"

11' -

0"

3' -

0"

7' -

6"

2' - 6"

3' - 6"

25' - 0" 25' - 0" 1' - 0"

3' -

0 3

/4"

5' -

11

3/4"

4' -

11

1/2"

11' -

0"

3' -

0"

12' -

0"

40' -

0"

SEE STRUCTURAL TILT-UP DRAWINGS FOR CONCRETE TILT-UP WALL PANELINFORMATION.

ALL CONCRETE PANEL JOINTS SHALL BE CAULKED ON BOTH THE OUTSIDE &INSIDE FACES OF THE PANELS.

PAINT ALL EXPOSED EXTERIOR CONCRETE PANELS.

PAINT ALL EXTERIOR HM DOORS/FRAMES, HANDRAILS, DOCK STAIRS & MISC.STL. ITEMS. COLOR : EP-2.

SEE DETAIL SHEET A9.1 FOR ALUMINUM FRAME TYPES LABELED AS SUCH:

OH DOORS SHALL BE PRE-FINISHED PAINTED WHITE.

ALL ALUMINUM FRAMING SHALL BE CLASS I, CLEAR ANODIZED & HAVE ATHERMAL BREAK.

GLASS SHALL BE 1" THICK, INSULATED, TINTED REFLECTIVE UNITS.

PROVIDE TEMPERED GLASS UNITS AS REQUIRED BY CODE.

PAINT ALL PIPE BOLLARDS SAFETY YELLOW.

PAINT COLORS:EP-1: SHERWIN WILLIAMS SW7036 ACCESSIBLE BEIGEEP-2: SHERWIN WILLIAMS SW7507 STONE LIONEP-3: SHERWIN WILLIAMS SW7513 SANDERLING

PROVIDE KNOX BOX PER LOCAL AUTHORITY REQUIREMENTS.

GENERAL ELEVATION NOTES:1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

LIGHT COLOR: EP-1 MEDIUM COLOR: EP-2

COLOR LEGEND:

DARK COLOR: EP-3

x





DESCRIPTION:

Issue Date:

Job Number:

Drawn By:

Checked By:

Drawing Title:





314.878.3500

www.mha.us.com

CONSULTANTS:

NE

W P

RO

JEC

T F

OR

:

BC

P -

OK

C W

AR

EH

OU

SE

Civil:

Structural:

MEP:

Fire Protection:

Issue Date

14033.00

ZSL

RH

ELEVATIONS

A3.1


07/08/14

5101

S. C

OU

NS

IL R

D,

OK

LAH

OM

A C

ITY

, OK

731

79

1" = 30'-0"4

SOUTH ELEVATION

1" = 30'-0"2

WEST ELEVATION 1" = 30'-0"

3EAST ELEVATION

1" = 30'-0"1

NORTH ELEVATION

1/8" = 1'-0"5

ENLARGED ELEVATION - NORTH (WEST SIDE) 1/8" = 1'-0"

6ENLARGED ELEVATION - WEST (NORTH SIDE)


_

BOBRICK MODEL NUMBERS ARE SHOWN UNLESS NOTEDOTHERWISE.

PROVIDE BLOCKING FOR ACCESSORIES AS REQ'D.

PROVIDE ADA COMPLIANT ACCESSORIES,PLUMBING FIXTURES,FAUCETS, DRAIN PROTECTION & INSTALLATION.

FRAMED MIRROR 36" TALL x LENGTH OF WALLB-165

B-822 LAVATORY - MOUNTED SOAP DISPENSER

B-6806 x 36

B-6806 x 42 42" GRAB BAR - SATIN FINISH

36" GRAB BAR - SATIN FINISH

TOILET ACCESSORY LEGEND

1

6

4

3

NOTES:

8

1.

2.

3.

9

B-224 x 36

B-6806 x 18 18" VERTICAL GRAB BAR - SATIN FINISH5

B-3944 RECESSED PAPER TOWEL DISPENSER &WASTE RECEPTACLE2

B-2888

7

SURFACE MOUNTED MULTI-ROLLTOILET TISSUE DISPENSER

36" UTILITY SHELF w/ MOP/BROOMHOLDERS & RAG HOOKS

B-254 SURFACE MNTD. SANITARYNAPKIN DISPOSAL

10 B-2112 SURFACE MNTD. SOAP DISPENSER

11 B-165 2436 MIRROR W/ S.S. CHANNEL FRAME 24"W x 36"H

LOCATION OF DEVICES:Layout: Contractor shall take special care in the layout of his work & in verification of any existing conditions & dimensions. The coordination & alignment of this work with itself & adjacent work is of primary importance & should takeprecedence over written dimensions, especially approximate dimensions. The installing contractor shall layout his work & verify to insure proper alignment & fit. He will report any discrepancies to the project superintendent and Architect.

LOCATION OF THERMOSTATS, ELECTRICAL, LIGHTING, LIFE SAFETY DEVICES, ETC...:1) Devices installed by separate trades (such as light switches, thermostats, etc.) installed in the same location, shall be mounted in a configuration acceptable to the Architect.

A. Devices shall be uniformly mounted so they will be symmetrical, when shown on the Mechanical & Electrical drawings & not on the Architectural drawings. Vertically align devices mounted at different heights unless separated horizontally by 24".B. Devices installed in masonry or installed in / mounted to surfaces to receive wood panels, wall covering, or similar materials shall be inspected by the Architect / Engineer prior to roughing in.

2) When in doubt, check with the Architect / Engineer prior to rough-in. All costs to correct deviations from these principles will be the responsibility of the installing contractor.

NOTE: ALL ITEMS MOUNTED BETWEEN 27" TO 80" VERTICALLY MAY NOT PROJECT MORE THAN 4" FROM THE WALL - UNLESS THEY EXTEND BELOW 27".

SANITARYNAPKIN DISPENSER

TOILET PAPERDISPENSER /SANITARY NAPKINDISPOSALWHERE OCCURS

48" MAX. TO THE HIGHESTOPERATING MECHANISM -CONSULT MFR'S HEIGHTRECOMMENDATIONS

PAPER TOWELDISPENSER / DISPOSAL FIRE

EXTINGUISHERCABINET OROTHER WALLMOUNTEDEQUIPMENT

URINAL

EWC - SEEPLUMBING

30" CLR.

36"

MA

X.

3' -

10"

9"

60"

MA

X.

48"

MIN

.

SOAPDISPENSER

MIRROR

3' -

4"

18"

MIN

.

3' -

4"

1' -

6"

3' -

0"

3' - 4"

3' - 6"12" MAX.

GRAB BARS36"GRABBAR

43"

MA

X

ADA ROOMSIGNAGE

1' -

6"

7" TO 9"2'

- 1

0"1'-6" @ 'HC'1'-3" TYP.

.2'-0" TYP.1'-5" @ 'HC'

27"

MIN

.

8"

3' -

6"

COORD. W/ PLUMBINGCONTRACTOR TO MEETVISUAL & DIM. REQUIREMTS.

BASE - SEE SCHED.

PROVIDE 3/4" THK.REMOVABLE P. LAM. SKIRTBELOW SINK (CONCEALEDFASTENERS) (PL-2)

WOOD APRON W/ 2x4SUPPORT

P. LAM. COUNTERTOP& BACKSPLASH (PL-1)

NOTE: VERIFY & COMPLYW/ ALL ADA CLEARANCEREQUIREMENTS

CONT. SEALANT

STAINLESS STEEL FAUCETAND SHALLOW SINK (6" MAX.)

11"MIN.

MIN.

9"M

AX

MA

X

2' - 0"

7"

8"

4"2'

- 1

0"

MIN

2' -

10"

P. LAM. OVER 3/4" MDF @ ALLEXPOSED SURFACES OFCOUNTERTOP, BACKSPLASH &SIDESPLASH

P. LAM. OVER 3/4"MDF @ ALL EXPOSEDSURFACES

BASE - SEE SCHED.

4"

1 1/

2"

6"4"

2"

SE

E E

LEV

.S

EE

ELE

V.

SE

E E

LEV

.

SE

E E

LEV

.

KNEE SPACE DRAWER

ADJUSTABLE SHELVES -3/4" MDF, TYP.

P. LAM. OVER 3/4" MDF @ALL EXPOSED SURFACES

CONCEALED HINGE, TYP.

1' - 0"

2' - 0" 1"

WIRE PULL HARDWARE, TYP.

CABINET LINER @ ALLINTERIOR SURFACES, TYP.

FIN. FLOOR

BASE - SEE SCHED.

PARTITION - SEEPARTITION TYPES

P-LAM. SUPPORT BRACKET @36" O.C. MAX. (PL-2)

P-LAM. COUNTERTOP.(PL-1)

H.M. FRAME - PAINT

1/4" CLEAR TEMP. SLIDINGGLASS PASS THRU WINDOW W/C.R. LAURENCE DELUX TRACKASSEMBLY D603 UPPER, D601RAIL W/ STEEL BALL BEARINGWHEELS, D332A END CAPS,AND EXTRUDED PULLS

WD. BLOCKING

SOUND ATTENUATIONBATT

BOX BEAM HEADER- FILL W/ INSUL.

3/4" x 6" P-LAM. FRONTPANEL. (PL-2)

2'-1

0"4'

-2"

7'-2

"

2"

1'-6"10"

1 1/

2"2"

4 1/4"3" 6"

P-LAM. (PL-2) OVER 3/4"PLYWOOD BACK SUPPORT

WAREHOUSE WILL CALL

P. LAM.COUNTERTOP(PL-1)

P. LAM. BRACE @ CENTEROF COUNTER - PROVIDEBLOCKING IN WALL ASREQ'D. (PL-1)

4" H. P. LAM. SIDESPLASH& BACKSPLASH

BASE -SEE SCHED.

1 1/

2"

2'-0"

PLUGMOLD - SEE ELEC.

3' -

6"

MIRROR

2' -

3"

MIN

.2"

5"4"

2' - 0"

8" MIN.

9" M

IN.

TO

TO

P O

F L

AV

. BO

WL

2' -

10"

6" MAX.

COORD. MIN. SPACEREQUIREMENTS OFCONCEALED EQUIP. W/PLUMBING CONTRACTOR

2x4 CLEAT

SEALANT

SINK - SEE PLUMBING

P-LAM (PL-1) COUNTERTOP W/BACK & SIDE SPLASHES (TYP.)

CONT. DBL. 2x SUPPORTFRAME. ANCHOR TO DBL.18 GA. STUDS WITHIN WALL

EASE BOTTOM EDGE

PROVIDE 3/4" REMOVABLEP. LAM. (PL-2) ON MDFPANEL(CONCEALEDFASTENERS)

MDF COUNTER SUPPORTSCENTERED BETWEEN BOWLS

BASE - SEE SCHED.

NOTE: ALL LAV. UNIT DIMENSIONS & OPERATING COMPONENTSSHALL COMPLY WITH ADA ACCESSIBILITY STANDARDS

2

B

5/8" GYP. BD. ON1 5/8" MTL. STUDS


STL. COLUMN- SEE STRUCT.

SOUND BATT.ATTENUATION

6"

1' -

2 1

/2"

EQ

.E

Q.

1' - 1"

BASE - SEE SCHED.

11

10

5

43

6

1' - 7"

2' -

10"

1' -

6"

1' - 6"

SE

E F

IN. S

CH

ED

.

B

2

FILES107

CHARGE108

DRIVERCHK-IN109

WOMEN110

MEN111

JANITOR112

BREAKROOM113

PASSAGE114

A4.111A4.1 10

A4.15

4

A4.1

4

A4.1

A4.1

16

VCT-1

SC-1

8' -

2 3

1/32

"3'

- 0

"16

' - 1

0"4'

- 7

"

5' - 4" 9' - 11" 5' - 1"

108

111110107

106

116

EWC

OPENOFFICE101

P-LAM COUNTER@ 42" A.F.F.

5' -

9 3

/4"

8' - 10" 1' - 2"

10' - 9 3/4"

8"

3' - 10 1/4" 5' - 2" 1' - 4" 5' - 2" 3' - 2 3/4" 1' - 7"

1' -

8"

3' -

0"

1

1

1

1

7

7

2 2

6

9

9

6

6

9

3

5 4

4

5

3

6

6

FD FD

16' -

10"

5' -

8"

3' -

1"

3' -

1"

5' -

0"

3A

T A

2B

S A

6

A4.1

9

6

4

5

39

6

9

6

2

17

CT-2

BASE - SEE SCHED.

PROVIDE CORNERCOVE BASE @ OUTSIDE

& INSIDE CORNERS

SE

E F

IN. S

CH

ED

.

3' - 1" 5' - 1" 1' - 6"

6

A4.1CT-2

BASE - SEE SCHED.

PROVIDE CORNER COVEBASE @ OUTSIDE & INSIDE

CORNERS

5

4

6

3

2

6

1

72

1' - 6" 5' - 1" 3' - 1"

2' -

0"

1' -

6"

SE

E F

IN. S

CH

ED

.

7

A4.1

(T)

H.M. FRAME W/ 1/4"TEMPERED GLASS AND

SLIDING PASS-THRU WINDOW

P-LAM COUNTERTOP(PL-1)

P-LAM. SUPPORT BRACKET@ 3'-0" O.C. MAX. (PL-2)

BASE - SEE SCHED.

(T) = TEMPERED

(T) (T) (T) (T)

W5W5 W6

TYP.3 1/2"

6"6"

TYP.3 1/2"

2' -

10"

7

A4.1

P-LAM. COUNTERTOP(PL-1)

FRONT PANEL (PL-2)

LATERAL FILEDRAWERS

BASE - SEE SCHED.

P-LAM. SILL - SEE

(T) = TEMPERED

OPENOPEN

(T)

CASH DRAWERBY TENANT

/5 A8.2

(T)(T)(T) (T)

W5W6W5

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

6"6"A4.17

BASE - SEESCHED.

FINISHED ENDPANEL (PL-2)

FILE DRAWER

DRAWER

P-LAM.COUNTERTOP (PL-1)

(T)

H.M. FRAME WINDOW W/ 1/4"TEMPERED GLASS

OPEN

4' - 6"

2' -

10"

(T) = TEMPERED

3

A4.1

2

A4.1

363036303630

30B15B

P-LAM. WALL CABINET(PL-2) W/ ADJUSTABLESHELVES

P-LAM. FILLERAS REQ'D.

MICROWAVE -PROVIDED BY TENANT

P-LAM. COUNTERTOPW/ BACKSPLASH(PL-1)

P-LAM. BASE CABINET W/ADJUSTABLE SHELF (PL-2)

DBL. BOWL STAINLESSSTEEL SINK W/ DISPOSAL

FINISHED END PANELADA DISHWASHER -PROVIDED BYCONTRACTOR

VENDING(N.I.C.)

VENDING(N.I.C.)

VENDING(N.I.C.)

COFFEE MAKER - PROVIDED BYTENANT - PROVIDE WATER LINE

REGRIGERATOR -PROVIDED BYCONTRACTOR -PROVIDE WATER LINE

BASE - SEE SCHED.

46" A.F.F. GFCI,TYP. SEE ELEC.

SE

E F

IN. S

CH

ED

.

2' MIN.3' - 0"

2' -

6"

1' -

6"

2' -

10"

HOT WATER HEATER - SEE PLBG.

PROVIDE 3/4" PLYWD. PLATFORMON MTL. STUD FRAMING

12" DEEP ADJUSTABLE SHELVING,TYP.

PROVIDE FRP TO 48" AFF ONWALLS WITHIN JANITOR'S CLOSET

BASE - SEE SCHED.

FLOOR FINISH ASSCHEDULED

16"X16"CONCRETEENCASEMENT -SEE STRUCT.

1' - 4"

FLOOR SAFE - SENTRYSAFE MODEL #7250,INSTALL PER MFR.RECOMMENDATIONS1'

- 8

"

FIN. FLOOR100'-0"





DESCRIPTION:

Issue Date:

Job Number:

Drawn By:

Checked By:

Drawing Title:





314.878.3500

www.mha.us.com

CONSULTANTS:

NE

W P

RO

JEC

T F

OR

:

BC

P -

OK

C W

AR

EH

OU

SE

Civil:

Structural:

MEP:

Fire Protection:

Issue Date

14033.00

ZSL

RH

ENLARGED PLANS &INT. ELEVS.

A4.1


07/08/14

5101

S. C

OU

NS

IL R

D,

OK

LAH

OM

A C

ITY

, OK

731

79

1/4" = 1'-0"1

TYPICAL MOUNTING HEIGHTS

3/4" = 1'-0"2

ADA SINK SECTION 3/4" = 1'-0"

3TYPICAL CABINET SECTION

1 1/2" = 1'-0"7

PASS-THRU WINDOW SECTION

3/4" = 1'-0"4

COUNTER SECTION 3/4" = 1'-0"

6VANITY SECTION

1 1/2" = 1'-0"5

COLUMN FURRING DETAIL

1/4" = 1'-0"9

TOILET 115 INT. ELEV.

1/4" = 1'-0"8

ENLARGED RESTROOM PLAN

1/4" = 1'-0"10

WOMEN 110 TOILET ELEVATION 1/4" = 1'-0"

11MEN 111 TOILET ELEVATION

1/4" = 1'-0"12

PASS THRU WINDOW ELEVATION @WAREHOUSE

1/4" = 1'-0"13

PASS THRU WINDOW ELEVATION 1/4" = 1'-0"

14PASS THRU WINDOW SIDE ELEVATION

1/4" = 1'-0"15

BREAK ROOM ELEVATION 1/4" = 1'-0"

16JANITOR ELEVATION

1 1/2" = 1'-0"17

FLOOR SAFE SECTION


TOP INSIDE

B.M.D. HP

SEE. STRUCT.T.O. FOOTING

TOP INSIDE

B.O. OPENING

TOP INSIDE

VARIESB.M.D.

SEE STRUCT.T.O. FOOTING

T.O. INSIDE

TOP INSIDE (@ACCENT PANEL

ONLY)


B.O. INSUL. TYP.

TOP INSIDE

TOP INSIDE

T.O. PANEL

T.O. PAVEMENT

B.M.D. L.P.


T.O. PAVEMENT

TOP INSIDE


TOP INSIDE

TOP INSIDE

T.O. PANEL

TOP INSIDE

TOP INSIDE

TOP INSIDE

T.O. PANEL

TOP INSIDE


F

TO PANEL138' - 0"

FIN. FLOOR100' - 0"

CONC. FLOOR SLAB -SEE STRUCT.


CONC. SIDEWLAKWHERE OCCURS -SEE CIVIL

EXPANSION JOINTFILLER & SEALANT

COMPACTEDSUBBASE

STL. JOIST -SEE STRUCT.

MTL. DECK -SEE STRUCT.

RIGID INSUL.

SINGLE PLY. ROOFMEMBRANE

TILT-UP CONC. WALLPANEL

H.M. DOOR ANDFRAME

LIGHT FIXTURE -SEE ELEC.

LEAN CONC. TO BELOWFROST TO FIRSTEXPANSION JOINT

114' - 0"

135' - 11"

38' -

0"

2' -

1"

7' -

11"

3' -

9"

6' -

6"

3' -

9"

14' -

0"

SE

ES

TR

UC

T.

A9.14

A8.24

A2.46

128' - 0"

PAINT EXP. SURFACES OF INT.CONC. WALL PANEL, TYP.

117' - 9"

A8.211

A8.211

1

TO PANEL138' - 0"

FIN. FLOOR100' - 0"




STL. JOIST - SEESTRUCT.


RIGID INSUL


TILT-UP CONC.WALL PANEL

17

114' - 0"

ST

RU

CT

.S

EE

14' -

0"

11' -

0"

3' -

0"

10' -

0"

38' -

0"

A8.24

A2.46

128' - 0"

125' - 0"

A

FIN. FLOOR100' - 0"

CONC. PAVING - SEE CIVIL

EXPANSION JOINT FILLER

TILT-UP CONC. WALL PANEL

STL. CHANNEL - SEESTRUCT. (EMBED)

EDGE OF DOCK(EOD) LEVELER


COMPACTED SUBBASE


DOCK BUMPER

OVERHEAD DOOR & TRACK

STL. JOIST - SEESTRUCT.


RIGID INSUL.

SINGLE PLY. ROOF MEMBRANE


PRE-FIN. MTL.GUTTER &DOWNSPOUT

112' - 0"

30' -

8 1

/4"

4' -

0"

SE

ES

TR

UC

T.

5' -

8 1

/4"

11' -

0"

14' -

0"

114' - 0"

125' - 0"

130' - 8 1/4"

96' - 0"

130' - 6"


A9.12

A8.24

A2.44

DOCK LIGHT - SEE ELEC.

8' -

0"

Z-GUARD

A

FIN. FLOOR100' - 0"

SLOPE

COMPACTEDSUBBASE


CONC. PAVING-SEE CIVIL

DOCK LEVELER

STL. ANGLE - SEESTRUCT. (EMBED.)

EXPANSION JOINTFILLER & SEALANT

DOCK BUMPER


96' - 0"

ST

RU

CT

.S

EE

4' -

0"

1

FIN. FLOOR100' - 0"

1 1/2" x 16 GA. COLD ROLLEDCHANNELS @ 4'-0" O.C. EACHWAY ABOVE OFFICE CEILING

SUSP. ACT SYSTEM - SEERM. FINISH SCHED.

VAPOR BARRIER@ OFFICE - SEESTRUCT. DWGS

2" THK. x 24"WPERIMETER INSUL.


CONC. SIDEWALKWHERE OCCURS -SEE CIVIL

ANODIZED ALUM.WINDOW SYSTEMW/ 1" INSUL. GLASS

TILT-UP WALLPANEL



RIGID INSUL.


CONC. FOOTING - SEESTRUCT.

BASE - SEESCHED.

WHITE POLY SCRIMFACED R-13 MIN. BATTINSUL. FROM 10'-6" AFF TOBOTTOM OF MTL. DECK -TAPE ALL SEAMS &JOINTS @ OFFICE

A2.46

114' - 0"

125' - 0"

128' - 0"

135' - 6"

35' -

6"

ST

RU

CT

.S

EE

14' -

0"

11' -

0"

3' -

0"

7' -

6"

A8.26

A8.25

6

A8.2

A8.24

A2.15

TYP.

A8.27

A

FIN. FLOOR100' - 0"

CONC.FOOTING - SEESTRUCT.

VAPORBARRIER @OFFICE - SEESTRUCT. DWGS

2" THK. x 24"WPERIMETERINSUL.

CONC. FLOORSLAB - SEESTRUCT.

BASE - SEESCHED.

LEAN CONC. TO BELOWFROST TO FIRSTEXPANSION JOINT

CONC. SIDEWALK -SEE CIVIL

SUSP. ACT SYSTEM - SEERM. FIN. SCHED.

1 1/2" x 16 GA. COLD ROLLEDCHANNELS @ 4'-0" O.C. EACHWAY 14'-0" A.F.F. ABOVEOFFICE CEILING



RIGID INSUL.

SINGLE PLY - ROOFMEMBRANE

ANODIZED ALUM.DOOR &STOREFRONTSYSTEM


114' - 0"

125' - 0"

128' - 0"

135' - 6"

109' - 0"

35' -

6"

ST

RU

CT

.S

EE

R.O

.

9' -

0"

5' -

0"

11' -

0"

3' -

0"

7' -

6"

A9.15

A8.26

A8.24

A2.46

W2

PRE-ENGINEEREDMTL. CANOPY.MAPES OR EQUAL

WHITE POLY SCRIM FACEDR-13 MIN. BATT INSUL. FROM10'-6" AFF TO BOTTOM OFMTL. DECK - TAPE ALLSEAMS & JOINTS @ OFFICE

A8.27





DESCRIPTION:

Issue Date:

Job Number:

Drawn By:

Checked By:

Drawing Title:





314.878.3500

www.mha.us.com

CONSULTANTS:

NE

W P

RO

JEC

T F

OR

:

BC

P -

OK

C W

AR

EH

OU

SE

Civil:

Structural:

MEP:

Fire Protection:

Issue Date

14033.00

ZSL

RH

WALL SECTIONS

A8.1


07/08/14

5101

S. C

OU

NS

IL R

D,

OK

LAH

OM

A C

ITY

, OK

731

79

1/2" = 1'-0"3

WALL SECTION @ WAREHOUSE (SOUTH WALL) 1/2" = 1'-0"

4WALL SECTION @ WAREHOUSE

1/2" = 1'-0"5

WALL SECTION OF WAREHOUSE @EDGE OF DOCK LEVELER

1/2" = 1'-0"6

WALL SECTION @ DOCK PIT

1/2" = 1'-0"2

WALL SECTION @ OFFICE 1/2" = 1'-0"

1WALL SECTION @ STOREFRONT


CONT. BACKERROD & SEALANT

CONC. PANEL

CONC. PANEL

CHAMFER CORNER

PA

NE

L TH

K.

PANEL THK.

3/4"

3/4"

2 1/

4"

A8.22

CL

CL

CHAMFER CORNERS

SEALANT &BACKER ROD

FLUSH SEALANTJOINT

2 1/4"

3/4"

3/4"3/4" 3/4"

CL

CONT. BACKER ROD& SEALANT. EA. SIDE

CONC. PANEL

EXTERIOR

INTERIOR

PANEL JT.EQ.EQ.

2 1/4"

CL

A8.22

(T.O. REVEAL)TOP OUTSIDE

TOP INSIDE

CENTER

BOTTOM INSIDE

BOTTOM OUTSIDE

PAINTBREAK, TYP.

NOTE: PAINT TRANSITIONS SHALLOCCUR ON INSIDE CORNER OF REVEALREVIEW TRANSITION LOCATIONS W/OWNER/ARCHITECT BEFORE PAINTING

(B.O. REVEAL)

2 1/

4"

3/4"

3/4"

3/4"

3/4"

SHIM

ALUM.STOREFRONT

CONT. EXTRUDED SUBSILL

3/4"H CONC. SHOULDER

SEALANT &BACKER ROD

P-LAM. (PL-1) SILL

SEALANT

CONC. TILT-UP PANEL

1/2" CONT. TRTD.PLYWD. BLKG.

3/4"

4 1/2" 3/4" CHAMFER

2"

2 1/4"

CH

AM

FE

R3/

4"

SE

ALA

NT

JT

.3/

8"

2"

5"

SEE STRUCT. DWGS.

VARIES

R-13 BATT INSUL.

SEALANT &BACKER ROD

SHIM

CORNER BEAD

SEALANT

TAPEABLE "J"BEAD


R-13 BATT INSUL.

TILT-UP CONC.PANEL

WD. BLOCKINGAS REQ'D.

4 1/2" 3/4" CHAMFER

5"

SEE STRUCT. DWGS.

VARIES

3/4"

CH

AM

FE

R

SE

ALA

NT

JO

INT

3/8"

2"

FACED R-13 MIN. BATT.INSULATION

CONC. WALL PANEL

TERMINATION BAR -ARCHOR TO CONC. PANEL

WRAP INSUL. END BACK@ TERMINATION BAR

SEAM TAPE

SEAL OVER ALLSCREW ANCHORS

BED SEAL @ SUBSILL.CONTINUE SEALANT BEAD UPJAMB TO TOP OF END DAM

SEAL TOP OF END DAMTO TILT UP PANEL

SEAL VERTICAL JOINT OFEND DAM & SUBSILL PRIORTO PLACEMENT OF WINDOWFRAME.

SEAL END DAM TO SILL PAN

INSIDE

OUTSIDE

SEAL WINDOWTO SUBSILL

COMPLETELY SEALPERIMETEREACH SIDE OFSUBSILL& WINDOW FRAME

NOTE: PROVIDE SEALANT @ EACH SIDE,(USE 1/2" SEALANT JOINT WIDTH TYP.)

HORIZ. REVEAL

INSIDE

OUTSIDE

VERTICALMULLION

PROVIDE ALUM.FILLER PLATE FORSUPPORT OFSEALANT OVEREACH VERTICALTUBE

CHANNEL, BRACETO GYP. WALL ASREQD.

ROOF HATCH ABOVE

2.

1. LADDER, PLATFORM & RAILSTO MEET ALL CODE & OSHAREQUIREMENTS.

SHOP PRIME & FIELD PAINTALL STEEL.

1/8" CHECKERPLATE FLOOR

CAGE

JOIS

T A

BO

VE

JOIS

T A

BO

VE

RA

D. 1'-1/2"

RA

D. 1'-5 1/2"

NOTE:

3. LADDER & SAFETY CAGE SHALLCOMPLY W/ ANSI A14.3.

EQ.1'-11"EQ.

6'-0

"3'

-0"

2'-7

"

2'-3

"

1 1/

2"

13

A8.2

EQ.1' - 11"EQ.

1' - 5" ±4' - 0"8 1/2" ±

2'-6" x 3'-0"ROOF HATCH

BAR JOIST BEYOND

2" x1/4" STL. BARVERT.- 7 EQ. SPACEDAROUND CAGE

3"x 3/8" STL.PL. BANDS

1 1/2" DIA. STL. PIPE RAIL- WELD TO CHANNEL

CAP TUBE W/ 1/4" STL.PL.-TYP.

ROOF SYSTEMSEE ROOF PLAN

C8x11.5 @ PLATFORMFLR. PERIMETER

3/4" DIA. STL RUNGS @ 12" O.C. -PROVIDE NON-SLIP SURFACE ONTOP OF EA. RUNG

2" X 10" x 3/16" STEELTUBE LADDER RAILS

4" X 4" X 1/4" X 8" L STL. CLIP ANGLE, WELDTO TUBE & EXP. ANCHOR TO FLOOR W/ (2)1/2" DIA. ANCHORS PER ANGLE

NOTE: PROVIDE BLOCKING IN GYP. BD.PARTITION FOR STAIR BRACE.

C8 X 13.75 CHN. WELDTO PLATE

9" x 14" 3/8" STL. PLATE

3/4" EXP. ANCHORS INTO CONC.OR 3/4" LAG BOLTS AT GYP.PARTITIONS INTO BLOCKING

C6x8.2 HORIZ FROMSUPPORT ANGLES @ HORIZCAGE BANDS - TYP.

C6 X 8.2 STL. CHANNEL HORIZ. WELDTO BOT. OF 2 BAR JOIST EA. SIDE OFLADDER (4 TOTAL), ROTATE WITHSTRUCTURE AS REQ'D.

7" MIN. FROM RUNGTO EDGE OF HATCH

1/8" CHECKERPLATE STL. FLR.

2" X 3" X 3/16" STL. ANGLES @PERIMETER EDGES & @ CENTEROF PLATFORM

4" X4" X1/4" STL. ANGLE KICKER FROMLADDER RAIL 8' BELOW BOTTOM OFBAR JOIST TO CHANNEL ABOVE.(SET @ 45 DEGREES)

1 1/2" DIA. STL. PIPE HORIZ.RAIL TO VERT. TUBE

B.M.D.EL. FIELD VERIFY

FIN. FLR.EL. 100'-0"

EQ

UA

L3'

-6"

EQ

UA

LE

QU

AL

3'-6

"

12"

MA

X.

2'-7"

2'-3"

10'-0

"

12

A8.2

RADIUS TOPCORNERS

METAL LOUVER - SEEMECHANICAL - PAINT

CONT. BACKER ROD& SEALANT @ PERIM. EA.SIDE OF LOUVER

TOP OF OPENINGEL. VARIES - SEE ELEV.

ALUM. INSECTSCREEN

CONC. WALL PANEL

BOT. OF OPENINGEL. VARIES - SEE ELEV.

SHIM AS REQ'D.-TYP.

PREFIN. ALUM. SUBSILL TO MATCHLOUVER - SET IN SEALANT

DAMPER - SEEMECHANICAL

1/2"4"1 1/2"

1"

1"

CL

TILT-UP CONC. WALL PANEL

PRE-FIN. MTL.DOWNSPOUT

1/4" GALV. STL. PLATE (PAINT.TO MATCH WALL COLOR)

EXPANSION ANCHORS@ 12" O.C.

DOWNSPOUT GUARD - 1/8" STL.BENT PLATE (PTD.) - PAINT

ELEVATION PLAN

EXPANSION ANCHORS

ELBOW @ DAYLIGHT

1' -

6"

3' -

0"

1" N

OM

.

11"

3" 1' - 0" 3"

PRE-FIN. MTL.DOWNSPOUT





DESCRIPTION:

Issue Date:

Job Number:

Drawn By:

Checked By:

Drawing Title:





314.878.3500

www.mha.us.com

CONSULTANTS:

NE

W P

RO

JEC

T F

OR

:

BC

P -

OK

C W

AR

EH

OU

SE

Civil:

Structural:

MEP:

Fire Protection:

Issue Date

14033.00

ZSL

RH

DETAILS

A8.2


07/08/14

5101

S. C

OU

NS

IL R

D,

OK

LAH

OM

A C

ITY

, OK

731

79

1 1/2" = 1'-0"1

LAPPED CORNER PANEL JOINT DETAIL

3" = 1'-0"2

ENLARGED PANEL JOINT DETAIL

1 1/2" = 1'-0"3

TYP. PANEL JOINT DETAIL

6" = 1'-0"4

TYP. REVEAL DETAIL

3" = 1'-0"5

WINDOW SILL DETAIL

3" = 1'-0"6

WINDOW HEAD DETAIL (JAMB SIM.)

1 1/2" = 1'-0"7

TYP. INSULATION TERMINATION DETAIL

1 1/2" = 1'-0"8

TYP. SUBSILL ISO DETAIL

1 1/2" = 1'-0"9

TYP. WINDOW ISO DETAIL

1 1/2" = 1'-0"10

TYP. MULLION ISO DETAIL

3/8" = 1'-0"12

ROOF LADDER PLAN

3/8" = 1'-0"13

ROOF LADDER SECTION

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

LOUVER DETAIL

3/4" = 1'-0"17

DOWNSPOUT GUARD DETAIL


PROVIDEPERIMETERWEATHERSTRIP.AT EXT. DOORS EDGE OF SLAB

AND LEVELER

3/4" CHAMFER

DOCKBUMPERBELOW

48" H. Z-GUARD

CONC. PANEL

O.H.SECTIONALDOOR &TRACK

DOCK SEAL

OVERHEADSECTIONALDOOR& 3" TRACK

PROVIDEWEATHERSTRIP.AT EXTERIORDOORS

1/2" DRIP KERF

3/4" CHAMFER

DOCK SEAL

JOINT SEALER

CONCRETE PANEL

20 GA. MTL.STUDBOX BEAMHEADER

2 - 20 GA.MTL. STUD

PROVIDECRIPPLESAS REQ.

SEALANTEA. SIDE

16 GA. H.M.FRAME

2"

1 15/16" 1 15/16"

VARIES

5/8"

1/2" 1/2"SEE PARTN. TYPES

OV

ER

ALL

FR

AM

E H

T.

NO

M. D

OO

R H

T.

GYP. BD.

14 GA. GALV. HMFRAME - PAINT.

1/2" DRIP

CONT. SEALANTEA. SIDE - TYP.

EXTERIOR

CONC. PANEL

1/4" SHIM

INTERIOR

ANCHOR - MIN.3 PER JAMB

3/4" CHAMFER

2"

2"5 3/4"

1/4"

GROUT FRAMESOLID

FLOOR FINISHBY FUTURE TENANT

CLEAR FIN. ANODIZEDALUM. THRESHOLD W/SQUARE INNER EDGE - SETIN BED OF SEALANT

1/2" EXP. JT. FILLER & SLNT.

SEALANT

FIN. FLOOREL. 100'-0"

CONC. PAVEMENT

SEALANT

1" INSUL. GLASS - TEMP.

ALUM. DOOR

SQUARE EDGE STOPS

LEAN CONCRETE FILL TO MINUS 2'-6" (MIN.)BELOW CONCRETE WALK FOR FROSTHEAVE. TYPICAL AT ALL EXTERIOR DOORS.

SILL SWEEP, FINISHTO MATCH DOORFRAME

4 1/2" 1 1/2"

1/2"

10"

1/4"

INTERSECTINGWALL

XX X

SEE PLAN FORPARTITION TYPE

HOLLOWMETAL FRAME& ANCHORAGE

STUDS -DOUBLE

GYPSUM BOARD

REMOVABLESTOP GLAZINGTAPE

1/4" TEMP.GLASS

5/8"

2"

FACE OFINTERSECTINGPARTITION

16 GA. H.M.DOOR FRAME

SEALANT EA. SIDE

3 JAMB ANCHORSPER JAMB

20 GA. JACK STUD

20 GA. FULL HT.STRUT STUD

4"

1/2"

2"

5/8"

SEE PARTN. TYPESFOR WIDTH, LAYERS

& TYPE OF GYP.

1/2"5/8"

5/8"

VARIES

1 15/16" 1 15/16"

MATERIAL: HOLLOW METAL

THICKNESS: 1 3/4"

HM-1

GLAZING: 1" TINTEDINSUL. TEMP.

MATERIAL: EXTRUDED ALUMINUM

THICKNESS: 1 3/4"

AL-1 OH-1MATERIAL: INSUL. METAL (FACTORY PTD.)

TYPE: SECTIONAL

OPERATION: MANUAL OPERATED, U.N.O.

TRACK: 3" VERTICAL LIFT

ALUM. ENTRYDOOR- MEDIUMSTILE

1" INSUL. TINTEDTEMPERED GLASS

NO SCALE

FINISHFLOOR

T

HM-A

FRAME TYPESNO SCALE

W1

FINISHFLOOR


THICKNESS: 1 3/4"

HM-2

GLAZING: 1" TINTEDINSUL. TEMP.

(T)

1" INSUL.TINTEDTEMP.GLASS

MATERIAL: SOLID COREHARDWOOD BIRCH VENEER

THICKNESS: 1 3/4"

WD-1


THICKNESS: 1 3/4"

HM-3

GLAZING: 1/4" CLEAR TEMP.

1/4" CLEARTEMP. GLASS

12" x 24" LOUVER- SEE SCHED.

(T)

AL-AHM-B

W2

SE

E S

CH

ED

.

SE

E S

CH

ED

ULE

SE

E S

CH

ED

.

SEESCHED.

SEESCHED.

SEE SCHED.

SE

E S

CH

ED

.

SEESCHED.

SE

E S

CH

ED

.

SEESCHED.

SE

E S

CH

ED

.

SEE

6" 6"

3' -

0"

6"

2' - 0" 6"SCHED.

2' -

7"

10"

10"

DOOR TYPES

W3

AL-B

(1/4" CLR. TEMP.GLASS @ 101)

W4 W5

SCHED.

SEE

SE

E S

CH

ED

.

FINISHFLOOR

2" 2"

2"

HOLLOWMETAL

SE

E S

CH

ED

.

2"

SCHED.

SEE2" 2"1' - 6"

HOLLOWMETAL

2"

(T)

2"

SE

E S

CH

ED

.

2" 1' - 6"2"

2' - 10"2"

SCHED.

SEE 2"

(T)

(T)

ALUM.FRAME

(T)

(T)

R.O.

8' - 0"

(T)2"

1' -

8"

2"3'

- 1

0"2"

2' -

10"

2"

R.O

.

9' -

0"

SE

E S

CH

ED

.

2" 1' - 11 3/4" 2"

SCHED.

SEE

2"

4 1/2"

(T)

(T)

ALUM.FRAME

(T)

(T)

2"1'

- 8

"2"

3' -

10"

2"2'

- 1

0"2"

9' -

0"

1" INSUL.TINTEDGLASS, TYP.

1/4" CLEARGLASS, TYP.

5' - 10 1/4"

FINISHFLOOR

FINISHFLOOR

FINISHFLOOR

2" 1' - 6"2"

4' - 4"2"

1' - 6" 2"

ALUM.FRAME

R.O.

8' - 0"

2"1'

- 8

"2"

3' -

10"

2"

R.O

.

6' -

0"

3' -

0"

1" INSUL.TINTEDGLASS, TYP.

4 1/2" EQ.2"

EQ.2"

EQ. 4 1/2"

(T) (T)

ALUM.FRAME

11' - 1"

(T)

2"1'

- 8

"2"

3' -

10"

2"2'

- 1

0"2"

9' -

0"


2"EQ.

2"EQ. 4 1/2"

(T) (T)

ALUM.FRAME

5' - 2 1/2"

2"1'

- 8

"2"

3' -

10"

2"3'

- 0

"

9' -

0"


3' -

6"

3' -

8"

2"3'

- 4

"2"

2" 3' - 8" 2"

4' - 0"

H.M.FRAME

1/4" CLEARGLASS

(T)

2' -

10"

4' -

4"

2"4'

- 2

"

2" 4' - 0" 2"

4' - 4"

H.M.FRAME

SLIDINGGLASS PASSTHRU WINDOW

(T)(T)

W6

2' -

10"

4' -

4"

2"4'

- 0

"2"

2" 2' - 2" 2"

2' - 6"

H.M.FRAME

1/4" CLEARGLASS W/REMOVABLESTOPS

(T)

2" 1' - 6"2"

4' - 4"2"

1' - 6" 2"

ALUM.FRAME

R.O.

8' - 0"

2"1'

- 8

"2"

3' -

10"

2"

R.O

.

6' -

0"

3' -

0"

1" INSUL.SPANDRELGLASS, TYP.

W7

(T) = TEMPERED

(T) = TEMPERED

(T) = TEMPERED

ALUM. FRAME &ANCHORAGE

5/8" GYPSUM BD.

SEALANT EACH SIDE

SHIM

3 5/8" MTL. STUD

TAPABLE TRIM

MTL. STUD KICKERS@ 32" O.C.

1/4"

2"

CEILINGSEE FIN. SCHED.

4"

1' - 1"

1/2"

1/2"

SLO

PE

1/2" EXP. JT. SEALER

1/2" EXP. JT. FILLER

EMBEDDED GALV.STL. EDGE ANGLEW/ STUDS @ 16"O.C. - SEE STRUCT.

CONC. PANELBEYOND

O.H. DOOR

SLOPE

EMBEDDEDGALV. STL. EDGEANGLE W/ STUDS@ 16" O.C. - SEESTRUCT.

3"





DESCRIPTION:

Issue Date:

Job Number:

Drawn By:

Checked By:

Drawing Title:





314.878.3500

www.mha.us.com

CONSULTANTS:

NE

W P

RO

JEC

T F

OR

:

BC

P -

OK

C W

AR

EH

OU

SE

Civil:

Structural:

MEP:

Fire Protection:

Issue Date

14033.00

ZSL

RH

DOOR SCHEDULE &DETAILS

A9.1


07/08/14

5101

S. C

OU

NS

IL R

D,

OK

LAH

OM

A C

ITY

, OK

731

79

1 1/2" = 1'-0"1

O.H. DOOR JAMB DETAIL

1 1/2" = 1'-0"2

O.H. DOOR HEAD DETAIL

3" = 1'-0"3

H.M. HEAD DETAIL

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

TYP. H.M. DOOR HEAD DETAIL (JAMB SIM.)

3" = 1'-0"5

ALUM. STOREFRONT DOOR SILL

DOOR SCHEDULE

NO. TYPE SIZE HDW. FRAMEDETAIL

LABEL REMARKSHEAD JAMB SILL101 AL-1 3'-0" x 7'-0" AL - B 8/A9.1 8/A9.1 SIM. -- -- --102 WD-1 3'-0" x 7'-0" HM - B 5/A9.1 6/A9.1 -- -- --103 WD-1 3'-0" x 7'-0" HM - B 5/A9.1 6/A9.1 -- -- --104 WD-1 3'-0" x 7'-0" HM - B 5/A9.1 6/A9.1 -- -- --105 WD-1 3'-0" x 7'-0" HM - A 5/A9.1 6/A9.1 -- -- 4106 WD-1 3'-0" x 7'-0" HM - A 5/A9.1 6/A9.1 -- -- --107 WD-1 3'-0" x 7'-0" HM - A 5/A9.1 6/A9.1 -- -- 4108 HM-1 3'-0" x 7'-0" HM - A 5/A9.1 6/A9.1 -- -- --110 WD-1 3'-0" x 7'-0" HM - A 5/A9.1 6/A9.1 -- -- 5111 WD-1 3'-0" x 7'-0" HM - A 5/A9.1 6/A9.1 -- -- 5113 WD-1 3'-0" x 7'-0" HM - A 5/A9.1 6/A9.1 -- -- --114 HM-3 3'-0" x 7'-0" HM - A 5/A9.1 6/A9.1 -- -- --115 HM-1 3'-0" x 7'-0" HM - A 5/A9.1 6/A9.1 -- -- 5116 WD-1 3'-0" x 7'-0" HM - A 5/A9.1 6/A9.1 -- -- --117 WD-1 3'-0" x 7'-0" HM - A 5/A9.1 6/A9.1 -- -- --118 HM-3 3'-0" x 7'-0" HM - A 5/A9.1 6/A9.1 -- -- --119 WD-1 3'-0" x 7'-0" HM - A 5/A9.1 6/A9.1 -- -- --

O101 OH-1 12'-0" x 14'-0" -- 2/A9.1 SIM. 1/A9.1 SIM. 9/A9.1 -- 3O102 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 5/A8.1 -- 2O103 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 5/A8.1 -- 2O104 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 5/A8.1 -- 2O105 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 6/A8.1 -- 1O106 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 5/A8.1 -- 2O107 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 5/A8.1 -- 2O108 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 5/A8.1 -- 2O109 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 5/A8.1 -- 2O110 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 5/A8.1 -- 2O111 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 6/A8.1 -- 1O112 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 5/A8.1 -- 2O113 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 5/A8.1 -- 2O114 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 6/A8.1 -- 1O115 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 5/A8.1 -- 2O116 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 6/A8.1 -- 1O117 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 5/A8.1 -- 2O118 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 5/A8.1 -- 2O119 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 5/A8.1 -- 2O120 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 5/A8.1 -- 2O121 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 5/A8.1 -- 2O122 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 5/A8.1 -- 2O123 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 5/A8.1 -- 2O124 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 5/A8.1 -- 2O125 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 5/A8.1 -- 2O126 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 5/A8.1 -- 2O127 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 5/A8.1 -- 2O128 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 5/A8.1 -- 2O129 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 5/A8.1 -- 2O130 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 5/A8.1 -- 2O131 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 5/A8.1 -- 2O132 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 5/A8.1 -- 2O133 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 5/A8.1 -- 2O134 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 5/A8.1 -- 2O135 OH-1 9'-0"' x 10'-0" -- 2/A9.1 1/A9.1 5/A8.1 -- 2O137 OH-1 12'-0" x 14'-0" -- 2/A9.1 SIM. 1/A9.1 SIM. 9/A9.1 -- 3S101 HM-1 3'-0" x 7'-0" HM - A 4/A9.1 4/9.1 SIM. -- -- --S102 HM-1 3'-0" x 7'-0" HM - A 4/A9.1 4/9.1 SIM. -- -- --S103 HM-1 3'-0" x 7'-0" HM - A 4/A9.1 4/9.1 SIM. -- -- --S104 HM-1 3'-0" x 7'-0" HM - A 4/A9.1 4/9.1 SIM. -- -- --S105 HM-2 3'-0" x 7'-0" HM - A 4/A9.1 4/9.1 SIM. -- -- --S106 AL-1 3'-0" x 7'-0" AL - A 6/A8.2 6/A8.2 SIM. 5/A9.1 -- --S107 HM-1 3'-0" x 7'-0" HM - A 4/A9.1 4/9.1 SIM. -- -- --S108 HM-1 3'-0" x 7'-0" HM - A 4/A9.1 4/9.1 SIM. -- -- --S109 HM-1 3'-0" x 7'-0" HM - A 4/A9.1 4/9.1 SIM. -- -- --S110 HM-1 3'-0" x 7'-0" HM - A 4/A9.1 4/9.1 SIM. -- -- --S111 HM-1 3'-0" x 7'-0" HM - A 4/A9.1 4/9.1 SIM. -- -- --S112 HM-1 3'-0" x 7'-0" HM - A 4/A9.1 4/9.1 SIM. -- -- --S113 HM-1 3'-0" x 7'-0" HM - A 4/A9.1 4/9.1 SIM. -- -- --S114 HM-1 3'-0" x 7'-0" HM - A 4/A9.1 4/9.1 SIM. -- -- --S115 HM-1 3'-0" x 7'-0" HM - A 4/A9.1 4/9.1 SIM. -- -- --S116 HM-1 3'-0" x 7'-0" HM - A 4/A9.1 4/9.1 SIM. -- -- --S117 HM-1 3'-0" x 7'-0" HM - A 4/A9.1 4/9.1 SIM. -- -- --S118 HM-1 3'-0" x 7'-0" HM - A 4/A9.1 4/9.1 SIM. -- -- --S119 HM-1 3'-0" x 7'-0" HM - A 4/A9.1 4/9.1 SIM. -- -- --S120 HM-1 3'-0" x 7'-0" HM - A 4/A9.1 4/9.1 SIM. -- -- --S121 AL-1 3'-0" x 7'-0" AL - A 6/A8.2 6/A8.2 SIM. 5/A9.1 -- --S122 HM-1 3'-0" x 7'-0" HM - A 4/A9.1 4/9.1 SIM. -- -- --S123 HM-1 3'-0" x 7'-0" HM - A 4/A9.1 4/9.1 SIM. -- -- --S124 HM-1 3'-0" x 7'-0" HM - A 4/A9.1 4/9.1 SIM. -- -- --S125 HM-1 3'-0" x 7'-0" HM - A 4/A9.1 4/9.1 SIM. -- -- --

GENERAL NOTES:

1. SEE SPECIFICATION SECTION 087100 FOR HARDWARE GROUPIDENTIFICATION & REQUIREMENTS.

2. ALL DOOR HARDWARE SHALL BE A.D.A COMPLIANT.

3. ALL HM & WD DOORS SHALL BE 1-3/4" THICK.

4. ALL EXTERIOR HM DOORS SHALL BE 16 GA. GALV. &THERMALLY RATED. SEE SPCS. ALL EXTERIOR HM FRAMESSHALL BE 14 GA. GALV., SEE SPECS.

5. ALL INTERIOR HM DOORS SHALL BE 18 GA. SEE SPCS. ALLINTERIOR HM FRAMES SHALL BE 16 GA. GALV., SEE SPECS.

6. PROVIDE BUMPERS & SEALS AT ALL OH-1 DOCK DOORS.

7. ALL WAREHOUSE #121 OH-1 DOCK DOORS SHALL HAVE 12" H.PAINTED SEQUENTIAL NUMBERING ON BOTH THE INTERIOR &EXTERIOR SIDES. COORD. REQUIREMENTS W/ TENANT.

8. PROVIDE 150 WATT DOCK LIGHT W/ 60" DOUBLE STRUT ARM, 3SPEED FAN, & DUPLEX OUTLET AT EACH OH DOCK DOOR.SEE ELEC. DWGS.

9. COORDINATE ALL KEYING REQUIREMENTS AND CONFIRM ALLLOCKING FUNCTIONS W/ TENANT.

10.ALL DOCK DOOR & DOCK LEVELER LOCATIONS AT FUTURETENANT WAREHOUSE #123 TO BE CONFIRMED WITH OWNER,PRIOR TO INSTALLATION.

REMARKS:

1. DOCK LEVELERS SHALL BE NOM. 6' W x 8' L; 25,000# CAPACITY,MECHANICALLY OPERATED - SEE SPECIFICATIONS.

2. EDGE OF SLAB DOCK LEVELERS SHALL HAVE A 6' W LIP; 25,000#CAPACITY - SEE SPECIFICATIONS.

3. DRIVE-IN DOOR - CHAIN HOIST OPERATED. NO DOCK SEAL

4. 2 SF LOUVER IN DOOR.

5. PROVIDE ADA RESTROOM SIGN, SEE 3/A9.2.

1 1/2" = 1'-0"6

BORROW LITE JAMB DETAIL (HEAD SIM.)

3" = 1'-0"7

H.M. JAMB DEATIL

1 1/2" = 1'-0"8

ALUM. FRAME HEAD DTL. (JAMB SIM.)

1 1/2" = 1'-0"9

O.H. DOOR SILL @ DRIVE-IN DOOR


SEALANT EA. SIDE

BATT INSUL.

ROOF SYSTEM

DEEP LEGGED6" x 3" x 18 GA.BENT MTL. TRACKATTACH TO DECK

NEST STUD RUNNERTRACK INSIDE DEEPTRACK (DON'T ATTACH)

ALLOW FOR 2" OF DEFLECTION

MUD IN CASING BEADAT EXPOSEDCONDITIONS

NOTE:

1. CONTRACTOR TO VERIFY HEIGHT OFSTRUCTURE TO DETERMINE SIZE OF MTL. STUDS.

2. SLOTTED TRACK MANUFACTURED BY DIETRICH CANBE USED IN LIEU OF NESTED TRACK SHOWN.

HOLD LAST FASTENER ATGYP. 6" BELOW TO EDGE

HORIZ. BRIDGING WITHIN4' OF TOP OF WALL

T.O. PLYWOODEL: 112'-0"

(2) LAYER OF 5/8"TYPE 'X' GYP. BD., PAINT

5/8" GYP. BD. FULL HT.

3/4" FIRE RESIST. PLYWD. ONSTRUCT. MTL. STUD JOISTS.CONTRACTOR TO PROVIDEENGINEERING CALCULATIONS

GENERAL NOTE:

PROVIDE WALL SIGN TO INDICATE NOSTORAGE ON CEILING.

GYP. BD. PARTITION- SEE PLAN BATT. INSUL.

1- HR. UL L524RATED CEILINGASSEMBLY

EL. 11'-0" MIN. A.F.F.

VB-1

PROFILE:

MFG:

COLOR:

SIZE:

CT-1

COLOR:

MFG:

STYLE:

SIZE:

CT-2

COLOR:

MFG:

STYLE:

SIZE:

CB-1

PROFILE:

MFG:

COLOR:

SIZE:

GT-1

COLOR:

MFG:

SERIES:(WALLS)

GT-2

COLOR:

MFG:

SERIES:(FLOOR)

(FLOOR)

(WALLS)

JOINT SIZE:

WM-1

THICKNESS:

MFG:

SERIES:

COLOR:

ROOM FINISH LEGEND

ROOM FINISH GENERAL NOTES ROOM FINISH REMARKS

NOTE: TENANT TO REVIEW AND APPROVE ALL FINISHES

COVE

BURKE MERCER

4"

PINOT GRIGIO FN02

DALTILE

FANTESCA

12"x12"

PEARL WHITE 7099

DALTILE

MATT

4 1/4" x 4 1/4"

UNI COLOR 660

MATTE BISCUIT K775

DALTILE

4 1/4" x 4 1/4" MATTE

OO WHITE

MAPEI

CLASSIC COLLECTION

14 BISCUIT

MAPEI

CLASSIC COLLECTION

COVE

METAL HORIZ. MINI BLINDS AT ALL WINDOWS BY OTHERS

PAINT ALL H.M. DOORS & FRAMES. PAINT COLOR PT-4 IN OFFICE, U.N.O.

SEE PLANS AND/OR ELEVATIONS WHERE MULTIPLE FINISHES ARESCHEDULED.

1. PAINT ALL EXPOSED INTERIOR CONC. PANELS. PT-6

2. PAINT WAREHOUSE SIDE OF OFFICE AND PUMP ROOM WALLS PT-5AND PROVIDE BASE VB-1.

1/4"

CERAMIC TILE

GROUT

VINYL BASE

CERAMIC BASE

WALK-OFF MAT

1/4"

MATS, INC.

CHARCOAL

AQUA BLOCK WALK OFF MAT TILE

1.

2.

3.

PT-1

TYPE:

MFG:

QUALITY:

COLOR:

PT-2

(OFFICE)

(JANITOR)

SEE SPEC.

SHERWIN WILLIAMS

EG - SHELL

MINDFUL GRAY

PAINT

NO: SW7016

PT-3(GYP. BD.CEILINGS)

PT-4

(H.M. FRAMESOFFICE) TYPE:

MFG:

QUALITY:

COLOR:

SEE SPEC.

SHERWIN WILLIAMS

SEMI-GLOSS

SOFTWARE

NO: SW7074

PT-5

(GYP. BD. @WAREHOUSE)

TYPE:

MFG:

QUALITY:

COLOR:

SEE SPEC.

SHERWIN WILLIAMS

SEMI-GLOSS

ALABASTER

NO: SW7008

PT-6

(CONC. WALLSWAREHOUSE) TYPE:

MFG:

QUALITY:

COLOR:

SEE SPEC.

SHERWIN WILLIAMS

SEMI-GLOSS

ALABASTER

NO: SW7008

SC-1 SEE SPECIFICATION

FRP SEE SPECIFICATION

SEALED CONCRETE

FIBERGLASS REINFORCED PLASTIC

TP-1

STYLE:

MFG:

COLOR:FLOOR MOUNTED,OVERHEAD BRACED

T.B.D.

T.B.D.

FINISH: PRE-FIN. METAL

TOILET PARTITIONS

ACT-1

EDGE:

MFG:

STYLE:

ANGLED TEGULAR

ARMSTRONG

FINE FISSURED SECOND LOOK II

COLOR: WHITE

ACOUSTICAL CEILING TILE

GRID:

SIZE:

15/16"

24"X48" X 3/4"

STAIN:

VENEER:

CUT:MINWAX 'RED MAHOGANY' 225OR EQUAL

GRADE A BIRCH

ROTARY

WOOD DOORS

JOINT SIZE: 1/16"

CPT-1

COLOR:

MFG:

PATTERN:

SIZE:

CARPET

7875 LULLABYE LEAGUE

BIGELOW

24" x 24"

INTELLECTUAL TERRAIN

VCT-1

PROFILE:

MFG:

STYLE:

SIZE:

MCT-614 CHARCOAL

MARMOLEUM

12"X12"

COMPOSTION TILE

VINYL TILE

PL-1

NO:

MFG:

COLOR:

FINISH:

S6037

NEVAMAR

ARMOR PROTECTED

STUDIO GRAY

PLASTIC LAMINATE

(HORIZONTALSURFACES)

PL-2

(VERTICALSURFACES)

SEE SPECIFICATIONS FOR ADDITIONAL PAINTING REQUIREMENTS.4.

3. MINIMUM WAREHOUSE CLEAR HEIGHT OF 30'-0".

SIZE: 18" x 18"

4. PAINT ALL EXPOSED STRUCTURE, DECKING, CONDUIT, DUCTING,ETC. PT-5.

TYPE:

MFG:

QUALITY:

COLOR:

SEE SPEC.

SHERWIN WILLIAMS

SEMI-GLOSS

WHITE

NO: TBD

TYPE:

MFG:

QUALITY:

COLOR:

SEE SPEC.

SHERWIN WILLIAMS

EG - SHELL

WHITE

NO: TBD

NO:

MFG:

FINISH:

MR3003T

NEVAMAR

ARMOR PROTECTED

FRENCH BLUE MATRIXCOLOR:

5. SEE PUMP ROOM CEILING ASSEMBLY, SEE /2 A9.2

ALL SIGNS TO BE ADHESIVE MOUNTED.ROOM & TEACHER (OR EMPLOYEE & TITLE) NAMES, AND NUMBERS TO BECOORDINATED WITH OWNER BEFORE FABRICATION.ALL SIGNAGE MUST COMPLY WITH ADA STANDARDS, INCLUDINGTYPEFACE, SIZE, MOUNTING HEIGHT & LOCATION AND COLORCONTRAST.SIGNS TO BE MOUNTED 60" A.F.F. TO BASELINE OF RAISED CHARACTERSON WALL ADJACENT TO LATCH SIDE OF DOOR WITHIN 6" OF DOORFRAME. DO NOT MOUNT SIGNS ON DOOR. VERIFY NON-CONFORMINGLOCATIONS W/ ARCHITECT.PROVIDE SIGNS AS REQUIRED BY ADA FOR ANY AND ALL PERMANENTROOMS.SIGN TEXT TO USE UPPERCASE LETTERS ONLY.

NOTES:1.2.

3.

4.

5.

6.

STANDARD ADA & MESSAGE SIGNS@ TOILETS, STAIRS, ETC...

MENBASELINEOF TEXT

MO

UN

T S

IGN

60"

A.F

.F.

MA

X.

(MAY VARY AS REQ'D)

8" MIN.

5"1"

1"

PICTOGRAPHSYMBOLS ASREQUIRED BY ADA

BRAILLE, TYP.

7"

RAISEDCHARACTERS -TYP.

BASELINEOF TEXT

MO

UN

T S

IGN

60"

A.F

.F.

PICTOGRAPHSYMBOLS ASREQUIRED BY ADA

RAISEDCHARACTERS- TYP.

BRAILLE, TYP.

EXIT

(MAY VARY AS REQ'D)

8"

1"1"

5"

7"

EXIT SIGNS@ EXIT DISCHARGE DOORS WHEREREQ'D BY A.DA.

7. PROVIDE TACTILE EXIT SIGNAGE & EMERGENCY EXIT LIGHTS AT ALLEXIT DISCHARGE DOORS REQUIRED TO HAVE SIGNAGE BY A.D.A.

CARPET

VINYL TRANSITIONMOULDING W/ALUM. RETAINER

CONC. FLOOR

CARPET

SCHLUTER-JOLLY A100 GS (BLACK ALUM.) -VERIFY DEPTH W/ TILESETTER

CERAMIC TILE

FLOOR STONE TORAISE TOP OF CPT TO1/8" ABOVE TILE FIN.

1) FEATHER FLOOR 1/8" VERT. PER 12" HORIZONTAL

2) SEE FIN. SCHED. FOR MATERIAL LOCATIONS

NOTES:

FLOOR STONE TO RAISEVCT TO LEVEL OF CPT

CONC.FLOOR

CARPETVINYL TRANSITION MOULDINGW/ ALUM. RETAINER

VCT

3) CENTER MOULDING ON DOOR AS REQUIRED

A B C

CONC. FLOOR

CONC.FLOOR

VCT

D

VINYL TRANSITIONMOULDING

3A varies NONE 'REG' 16" o.c.5/8"5/8" 3 5/8"

3 5/8"4 7/8"

2B

2A NONE

Partition Gypsum Board

'REG.' 5/8" 5/8" 16" o.c.

Framing

Size

3 5/8"

SIDE 1 SIDE 2

1A

Type

NONE4 1/4"

Partition

Thk

NA

Gypsum Board

Type Thk

-- --

Side 1

ThkType

'REG.' 5/8"

Side 2

16" o.c.

Spacing

Framing

PARTITION T0 STRUCTURE (S)

PARTITION THRU (T) CEILING

'REG.'

'REG.'

PARTITION GENERAL NOTES

17'-0"

15'-0"

25'-6"

22'-0"

13'-0"

20 GA

2 1/2"

3 5/8"

STUD HEIGHT LIMITATIONS

6"

STUD

12'-6"

20'-0"

15'-0"

@ 24"

@ 16"

@ 24"

11'-0"

9'-6"

14'-6"

25 GAO.C.

@ 16"

@ 24"

@ 16"

11'-6"

18'-0"

12'-0"

16'-0"

26'-6"

23'-0"

3 5/8"

6"

10'-6"

16'-0"

13'-6"

20'-0"

15'-0"

@ 16"

@ 24"

@ 16"

@ 24"

@ 24"

14'-0"2 1/2" 12'-6"@ 16"

A.

B.

6"7 1/4" NONE 'REG' 5/8" 'REG' 5/8" 12" o.c.*

B. ALL NON-BEARING PARTITIONS SHALL BECONSTRUCTED TO LIMIT DEFLECTION TO L/240.THE LATEST PUBLISHED BUILDING CODERESTRICTIONS OR MANUFACTURERS DATA -WHICHEVER IS GREATER. CHASE WALL SHALLRESIST EXPECTED LOADS PARTICULAR TOSHAFT.

C. PROVIDE DOUBLE FRAMING AT JAMBS OFFRAMES AND CASED OPENINGS.

ISOLATE NON-BEARING FRAMING FROMSTRUCTURAL ELEMENTS WITH SLIPCONNECTIONS, ETC. TO PREVENT TRANSFEROF LOADS TO PARTITION FRAMING.

E. CONTROL JOINTS (C.J.) SHALL BE INSTALLED ATMAXIMUM 30'-0" O.C. AND AT MAJORINTERUPTIONS AT THE WALL SUCH AS DOORS,WINDOWS AND EQUIPMENT. SEE FORADDITIONAL LOCATIONS. VERIFY LOCATIONSWITH ARCHITECT PRIOR TO INSTALLATION.

F.

H.

J.

C.

B.

C.

B.

A.

3.

B.

A. GYPSUM BOARD SHALL BE INSTALLED INACCORDANCE WITH ASTM C 840.

2. GYPSUM BOARD

1. FRAMING

FRAMING

GYPSUM BOARD

3" SOUND BATT

PARTITION TYPE 1

FireRating

TestNumber

STCRat'g

SIDE 1 SIDE 2

PARTITION TYPE 2

SOUND INSULATION(NOTED ON PLANS W/ "A"FOR ACOUSTICAL WALL)

STUD HEIGHT LIMITATIONS20 GASTUD 25 GAO.C.

SizeType ThkType Thk

Side 1

ThkType

Side 2Spacing

FireRating

TestNumber

STCRat'g

49

49

--

--

--

Remarks

Remarks

SIDE 1 SIDE 2

PARTITION TYPE 3STUD OR 12" W. GYP. BD.@ 1/3 POINTS

@ 24"

6" @ 16"

--

--

@ 24"

@ 24"

2 1/2"

3 5/8"

@ 16"

@ 16"

22'-6"

18'-0"

17'-6"

19'-0"

22'-6"

15'-6"

STUD HEIGHT LIMITATIONS20 GASTUD 25 GAO.C.

--

--

--

--

Partition Gypsum Board RemarksFraming

SizeType ThkType Thk

Side 1

ThkType

Side 2Spacing

FireRating

TestNumber

STCRat'g

----

BOT. OF ROOF DECK

FLOATING CONSTRUCTION- PROVIDE SEALANT

EXTEND PARTITION TOUNDERSIDE OF ROOF DECKABOVE; SEE PLANS

FINISH CEILING -AS SCHEDULED

PARTITION-SEE PARTITION TYPES

TO STRUCTURE

3" SOUND BATT

BASE & FINISH FLOOR -AS SCHEDULED

MTL. STUD KICKER @ 8'-0" o.c.BOTH DIRECTIONS - SECURETO PART'N RUNNER &STRUCTURE ABOVE

3" SOUND BATT. TO 48" EA.DIRECTION FROM SOUND WALL

FINISH CEILING - AS SCHEDULED

BASE & FINISH FLOOR-AS SCHEDULED

GYPSUM BOARD

FRAMING

GYPSUM BOARD

FRAMING

NO SCALE

NO SCALE

THRU CEILING

A. ALL LOAD-BEARING PARTITIONS SHALL BECONSTRUCTED PER STRUCTURAL DRAWINGSAND SPECIFICATIONS.

G.

4.

A.

SOUND INSULATION(NOTED ON PLANS W/ "A"FOR ACOUSTICAL WALL)

ACOUSTICAL WALL (A) OR --

PARTITION- SEEPARTITION TYPES

ACOUSTICAL WALL (A) OR --

NOTE: AT CONTRACTOR OPTIONFOR ROOMS W/ HIGH STRUCTURE,PROVIDE HORIZ, DIAG. BRACINGFROM WALL TO WALL @ 6'-0" O.C.MAX.

PLAN

5.

16 GA., R-19 BATT INSULATON

* OPTIONAL DOUBLE STUDS @ 24" O.C.

2C 6"7 1/4" 1 HR 'X' 5/8" 'X' 5/8" 16" O.C.--U423

3" SOUND BATT

16 GA. MIN.

C.

CONC. PANEL WHEREOCCURS

XS --

XT --

VARIES

THK

THK

4" MIN .

3/4"

D.

CROSS - BRACING AT ALL CHASE WALLFRAMING TO BE OF 12" GYPSUM BOARD ORMINIMUM 2 1/2" METAL STUDS - SEESTANDARD DETAIL.

PROVIDE FIRE - RETARDANT BLOCKING FORALL WALL MOUNTED ARCHITECTURALWOODWORK, FINISH CARPENTRY TOILETPARTITIONS AND ACCESSORIES, RAILINGS,SHELVING AND SIMILAR MOUNTED ITEMS.VERIFY MOUNTING HEIGHTS WITHARCHITECT AND/OR OWNER.

FRAMING SHALL COORDINATE WITHREQUIRED MECHANICAL, ELECTRICAL ANDOTHER WORK.

ALL PARTITIONS WHICH PENETRATETHROUGH CEILING PLANE (i.e. "T" THROUGHCEILING OR "S" TO STRUCTURE P-TYPES) TOHAVE APPROVED FIRE STOPPING MATERIALSINSTALLED IN THE STUD CAVITY ALIGNINGWITH THE CEILING PLANE.

ALL CORNERS AND EXPOSED EDGES OFGYPSUM BOARD SHALL BE FINISHEDWITH TAPED - IN METAL TRIMACCESSORIES. EXPOSED TRIM SHALLBE USED WHEN SHOWN ON DRAWINGS.

ALL GYP. BD. SHALL BE 5/8" THICK

FIRE RESISTANT RATED PARTITIONS

ALL FIRE RESISTANT RATEDPARTITIONS SHALL BE CONSTRUCTED INSTRICT ACCORDANCE WITH THEREFERENCED FIRE RESISTANCE TEST.IF NO TEST IS REFERENCED. IF NO TESTIS REFERENCED, AN INDUSTRYRECOGNIZED FIRE RESISTANCE TESTSHALL BE USED.

ALL FIRE - RESISTANT RATED PARTITIONSSHALL EXTEND FROM UNDERSIDE OFDECK ABOVE TO FINISH FLOOR.

APPROVED FIRE-RESISTIVE MATERIALSMUST BE USED AT ALL PENETRATIONSTHROUGH FIRE RATED PARTITIONS.

ALL PARTITIONS NOTED TO BE SOUND-RESISTANT RATED (S.W.) SHALL BECONSTRUCTED PER REFERENCED TEST.

ALL OPENINGS SHALL BE SEALED WITHACOUSTICAL SEALANT TO MAINTAINSOUND RESISTANCE RATING.

RECESSED ITEMS IN PARTITIONS SHALLNOT BE INSTALLED BACK TO BACK.

ALL GYP. BD. PARTITIONS IN TOILETROOMS & JANITOR CLOSETS TO BEMOISTURE RESISTANT.

ALL PARTITIONS WITH A PLUMBINGFIXTURE (EWC. HOSE BIB, SERVICESINK, ETC...) SHALL BE MOISTURERESISTANT.

SOUND RESISTANT RATED PARTITIONS

MOISTURE-RESISTANT PARTITIONS

1 1/2" x 16 GA. C.R. HORIZ.BRIDGING @ 6'-0" O.C. MAX.VERT SPACING OR PERMFGR. REQ'S.

A9.21

2D 10"11 1/4" NONE 'REG' 5/8" 'REG' 5/8" 12" o.c.*49-- 16 GA., PROVIDE ALTERNATEFOR R-19 BATT INSULATON

R-13 BATT INSULATON @OFFICE EXTERIOR WALLS

2E 10"11 1/4" 5/8" 5/8" 16 GA. MIN.1 HR 'X' 'X' 16" O.C.--U423 F.E. Moran, Inc.3001 Research RoadChampaign, IL 61822217-819-5370




DESCRIPTION:

Issue Date:

Job Number:

Drawn By:

Checked By:

Drawing Title:





314.878.3500

www.mha.us.com

CONSULTANTS:

NE

W P

RO

JEC

T F

OR

:

BC

P -

OK

C W

AR

EH

OU

SE

Civil:

Structural:

MEP:

Fire Protection:

Issue Date

14033.00

ZSL

RH

PARTITION TYPES &DETAILS

A9.2


07/08/14

5101

S. C

OU

NS

IL R

D,

OK

LAH

OM

A C

ITY

, OK

731

79

1 1/2" = 1'-0"1

DEFLECTION DETAIL 1 1/2" = 1'-0"

2PUMP ROOM CEILING SECTION

3" = 1'-0"3

TYP. INTERIOR SIGNAGE DETAIL 6" = 1'-0"

4FLOOR TRANSITION DETAIL

FINISH SCHEDULE

ROOM NO. ROOM NAME FLOOR FINISHBASE

FINISHWALLFINISH

CEILINGREMARKSFINISH HEIGHT

100 VESTIBULE CPT-1/WM-1 VB-1 PT-1 ACT-1 10' - 0" --101 OPEN OFFICE CPT-1 VB-1 PT-1 ACT-1 10' - 0" --102 GM OFFICE CPT-1 VB-1 PT-1 ACT-1 10' - 0" --103 OFFICE CPT-1 VB-1 PT-1 ACT-1 10' - 0" --104 ASST. GM OFFICE CPT-1 VB-1 PT-1 ACT-1 10' - 0" --105 DATA VCT-1 VB-1 PT-1 ACT-1 10' - 0" --106 CONFERENCE CPT-1 VB-1 PT-1 ACT-1 10' - 0" --107 FILES CPT-1 VB-1 PT-1 ACT-1 10' - 0" --108 CHARGE SC-1 VB-1 PT-1 ACT-1 10' - 0" --109 DRIVER CHK-IN SC-1 VB-1 PT-1 ACT-1 10' - 0" --110 WOMEN CT-1 CB-1 CT-2 ACT-1 8' - 0" --111 MEN CT-1 CB-1 CT-2 ACT-1 8' - 0" --112 JANITOR CT-1 VB-1 FRP/PT-2 ACT-1 10' - 0" --113 BREAK ROOM CPT-1 VB-1 PT-1 ACT-1 10' - 0" --114 PASSAGE VCT-1 VB-1 PT-1 ACT-1 10' - 0" --115 TOILET CT-1 CB-1 CT-2 ACT-1 8' - 0" --116 SUPPLIES VCT-1 VB-1 PT-1 ACT-1 10' - 0" --117 OFFICE CPT-1 VB-1 PT-1 ACT-1 10' - 0" --118 PASSAGE VCT-1 VB-1 PT-1 ACT-1 10' - 0" --119 WILL CALL CPT-1 VB-1 PT-1 ACT-1 10' - 0" --120 CUST. RECPT. SC-1 VB-1 PT-5 OPEN 30' - 0" 1,2,3,4121 WAREHOUSE SC-1 -- PT-5/PT-6 OPEN 30' - 0" 1,2,3,4122 PUMP ROOM SC-1 VB-1 PT-1 PT-3 11' - 0" 5

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