CMTA Office Building · Project Number Revisions A R C H I T E C T U R E Indiana 3211 Grant Line Road Suite 30 New Albany, Indiana 47150 [p] 812.944.2222 [f] 812.944.1122 Kentucky

Sheet Number

Date

Project Number

Revisions

A R

C H

I T

E C

T U

R E

Indi

ana

3211

Gra

nt L

ine R

oad

Suite

30

New

Alba

ny, I

ndian

a 471

50[p

] 812

.944

.222

2[f]

812

.944

.112

2

819

Wes

t Main

Stre

et, S

uite

400

Loui

svill

e, Ke

ntuc

ky 4

0202

[p] 5

02.5

81.0

570

[f] 5

02.5

81.0

670

Kent

ucky

A r

c h

i t

e c

t u

r e

D e

s i

g n

P l

a n

n i

n g

Louisville Kentucky

CMT.1702

July 27, 2017

Cover

CMTA Office Building

Cover

CMTA Office Building9522 Delphinium Street

Louisville, Ky

Construction DrawingsArchitect

Laughlin Millea Hillman Architecture, LLC.819 West Main Street

Suite 400Louisville, Kentucky 40202

Phone: 502-581-0570www.lmharchitecture.com

A R C H I T E C T U R E

Exterior Architect

Timothy R. Winters8009 New LaGrange Road

Suite 8Louisville, Kentucky 40222

Phone: 502-412-1210www.TIMWINTERS.com

MEP Engineer

CMTA Consulting Engineers10411 Meeting Street

Prospect, Kentucky 40059Phone: 502-326-3085www.cmtaegrs.com

Civil Engineer

Sabak, Wilson & Lingo, Inc.The Henry Clay

608 S. Third StreetLouisville, Kentucky 40202

Phone: 502-584-6271www.swlinc.com

Structural Engineer

Structural Services, Inc.Post Office Box 485

Goshen, Kentucky 40026Phone: 502-292-2100

www.structural-services.com

STRUCTURAL SERVICES, INC.

2S I

jrogers

Rectangle

jrogers

Text Box

In

jrogers

Rectangle

jrogers

Image

jrogers

Text Box

Omni Architects 212 N Upper St #200 Lexington, KY 40507 Phone: 859-252-6664 www.omniarchitects.com

Materials LegendEARTH/FILL

CONCRETE

CONCRETE MASONRY UNIT

STEEL

WOOD BLOCKING

FINISH WOOD

PLYWOOD/PARTICLE BOARD

INSULATION BOARD

BATT INSULATION

EXTERIOR INSULATION FINISH SYSTEM

GYPSUM WALLBOARD

GLASS

Symbols LegendCOLUMN LINES

DOOR AND DOOR NUMBER101

201 EXTERIOR WINDOW AND NUMBER

PARTITION TYPES--

ELEVATION ABOVE FINISH FLOOR100'-0"

VIEWSHEET

EXTERIOR WALL SECTION CUT

VIEW INTERIOR DETAIL CUT

1

VIEWSHEET

VIEW

VIEWVIEW

VIEW

SHEET INTERIOR ELEVATION

MATCH LINE

Sheet No. System

a5.1aAREA

FLOORDISCIPLINE

Partition Legend1-HR RATEDSMOKE BARRIER

1-HR RATEDFIRE SEPERATION

2-HR RATEDFIRE SEPERATION

1-HR RATEDFIRE AND SMOKE SEPERATION

2-HR RATEDFIRE AND SMOKE SEPERATION

NON-RATED PARTITION

CONCRETE MASONRY WALL

Code Criteria

PROJECT INFORMATION

FACILITY: CMTA, INC

PROJECT: CMTA OFFICE BUILDING

PROJECT No.: CMT.1702

PROJECT DESCRIPTION:

THE PROJECT CONSISTS OF APPROXIMATELY 24,747 SQUARE FEET OF NEW CONSTRUCTION. THE BUILDING WILL BE USED AS OFFICE SPACE.

APPLICABLE CODES AND REGULATIONS

2014 KENTUCKY BUILDING CODEOCCUPANCY GROUP: BCONSTRUCTION TYPE: VBFULL AUTOMATIC SPRINKLER SYSTEM

FIRST FLOOR GROSS SQUARE FOOTAGE:12,838 SF SECOND FLOOR GROSS SQUARE FOOTAGE:12,909 SFTOTAL GROSS SQUARE FOOTAGE: 24,747 SFALLOWABLE HEIGHT AND AREA: 2 STORIES, 9,000 SF (TABLE 503)

SPRINKLER AREA INCREASE 9,000 + (9,000 X 200%) = 27,000 SF

AbbreviationsAB ANCHOR BOLTA/C AIR CONDITIONINGACOUST ACOUSTICALADJ ADJUSTABLE

ADJACENTAFF ABOVE FINISHED FLOORAHU AIR HANDLING UNITALP ACOUSTICAL LAY-IN PANELALT ALTERNATEAL, ALUM ALUMINUM& ANDANOD ANODIZEDANNUN ANNUNCIATORAP ACCESS PANEL

ACOUSTICAL PANELAPP APPROPRIATEAPPROX APPROXIMATELYARCH ARCHITECT

ARCHITECTURALAT ACOUSTICAL TILE@ AT

BFC BROOM FINISH CONCRETEBD BOARDBLDG BUILDINGBM BEAMBOT BOTTOMBUR BUILT-UP ROOF

CPT CARPETCAB CABINETCH CHANNELCFCI CONTRACTOR FURNISHED

CONTRACTOR INSTALLEDCB CATCH BASINCG CORNER GUARDCI CAST IRONCJ CONTROL JOINTCL CENTER LINECCT CUBICLE CURTAIN TRACKCL, CLR CLEARCLG CEILINGCLO CLOSETCMU CONCRETE MASONRY UNITCO CASED OPENINGCOL COLUMNCOM COMMONCONC CONCRETECONST CONSTRUCTIONCR COLD ROLLEDCT CERAMIC TILECTR COUNTER

CENTER

DEPT DEPARTMENTDET DETAILDF DRINKING FOUNTAINDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDISP DISPENSERDN DOWNDR DOORDWGS DRAWINGS

EB EXPANSION BOLTEF EXHAUST FANEIFS EXTERIOR INSULATED FINISH SYSTEMEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICALELEV ELEVATION

ELEVATOREP ELECTRIC PANELEQ EQUAL

EQUIPMENTEQUIV EQUIVALENTES EXPOSED STRUCTUREETR EXISTING TO REMAINEXIST EXISTINGEXP EXPANSIONEXT EXTERIOR

EXTRUDED

FA FIRE ALARMFC FURRING CHANNELFD FLOOR DRAINFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFFE FINISHED FLOOR ELEVATIONFH FLAT HEADFHC FIRE HOSE CABINETFHP FULL HEIGHT PARTITIONFIN FINISHFL FLOOR

FLOORINGFLUOR FLUORESCENTFR FIRE RETARDANT

FIRE RATEDFRAME

FS FLOOR SINKFT FOOTFTG FOOTINGFURR FURRINGFUT FUTUREFV FIELD VERIFY

GA GAGEGALV GALVANIZEDGB GYPSUM WALLBOARD

GRAB BARGC GENERAL CONTRACTORGL GLASSGM GALVANIZED METALGML GALVANIZED METAL LATHGMS GALVANIZED METAL STUDGR GRADEGS GYSPUM SHEATHINGGWB GYPSUM WALLBOARDGYP GYPSUM

HT HEIGHTHB HOSE BIBHC HOLLOW COREHM HOLLOW METALHORIZ HORIZONTALHP HIGH POINTHTG HEATINGHW HARDWAREHR HOUR

HANDRAILHS HEAT STRENGTHENEDHVAC HEATING VENTILATION

AIR CONDITIONING

ID INSIDE DIAMETERIE INTERIOR ELEVATIONIPD INSIDE PIPE DIAMETERIN INCHINSUL INSULATIONINT INTERIORINV INVERT

JAN JANITORJT JOINT

KP KICK PLATEKS KNEE SPACEKW KILOWATT

L LADDERLENGTHANGLE

LAB LABORATORYLAM LAMINATELAV LAVATORYLBL LABELLF LINEAL FOOTLKR LOCKERLL LEAD LININGLOC LOCATIONLP LOW POINTLT LIGHTLT WT LIGHT WEIGHT

MACH MACHINEMAS MASONRYMATL MATERIALMAX MAXIMUMMB MACHINE BOLTMCO METAL CASED OPENINGMECH MECHANICALMED MEDICALMED CAB MEDICAL CABINETMED PREP MEDICINE PREPARATIONMTL METALMFD, MFG MANUFACTURERMGA MEDICAL GAS ALARMMGO MEDICAL GAS OUTLETMGVB MEDICAL GAS VALVE BOXMIN MINIMUMMIR MIRRORMISC MISCELLANEOUSMLDG MOLDINGMO MASONRY OPENINGMP MOVEABLE PARTITIONMR MOISTURE RESISTANTMS METAL STUD

METAL STAIRMT METAL THRESHOLDMTD MOUNTEDMWR MASONRY WALL REINFORCINGMH MANHOLEMULL MULLIONMV MIXING VALVE

NIC NOT IN CONTRACTNOM NOMINALNTS NOT TO SCALE

OA OVERALLOFCI OWNER FURNISHED

CONTRACTOR INSTALLEDOC ON CENTEROD OUTSIDE DIAMETER

OVERALL DIMENSIONOH OVERHEAD

OPPOSITE HANDOH CAB OVERHEAD CABINETOFOI OWNER FURNISHED

OWNER INSTALLEDOPNG OPENINGOR OPERATING ROOM

PT PAINTPART PARTITIONPASS PASSAGEPH PAN HEADPL PLATE

PROPERTY LINEPLAS PLASTER

PLASTICPLUMB PLUMBINGP LAM PLASTIC LAMINATEPLYWD PLYWOODPORT PORTABLEPT PRESSURE TREATEDPTD PAPER TOWEL DISPENSERPVC POLYVINYL CHLORIDE

QT QUARRY TILE

RCP REINFORCED CONCRETE PIPER RADIUS

RISERRC RUNNER CHANNELRD ROOF DRAINRECP RECEPTACLEREF REFERENCE

REFRIGERATORREG REGLETREINF REINFORCINGREQ REQUIREDREV REVERSE

REVISIONRH RIGHT HAND

ROUND HEADRK RACKRM ROOMRO ROUGH OPENINGRL ROOF LADDERRB RUBBER BASE

SCRN SCREENSAB SOUND ATTENUATION BLANKETSCHED SCHEDULESCW SOLID CORE WOODSD SOAP DISPENSERSEAL SEALANTSEC SECTIONSH SHELF

SHELVINGSHT SHEETSIM SIMILARSM SHEET METALSMS SHEET METAL SCREWSP SPACESPB SPECIMEN PASS-THRU BOXSPECS SPECIFICATIONSSTL STEELSTOR STORAGESTRUCT STRUCTURALSUSP SUSPENDEDSS STAINLESS STEELSTA STATIONSAC SUSPENDED ACOUSTICAL CEILING

T TOILETTA TABLET&G TONGUE AND GROOVETB TOWEL BARTC TOILET COMPARTMENTTELE TELEPHONETEMP TEMPERED

TEMPORARYTH THICKTRESH THRESHOLDTOS TOP OF STEELTP TOILET PAPER DISPENSER

TOILET PAPER HOLDERTR, T TREADTREAT TREATED

TREATMENTTS THIN SETTYP TYPICALUC UNDERCUT

UNDER COUNTERUNO UNLESS NOTED OTHERWISEUTIL UTILITY

V VINYLVB VINYL BASEVCT VINYL COMPOSITION TILEVERT VERTICALVEST VESTIBULEVIF VERIFY IN FIELDVTS VINYL TRANSITION STRIPVWC VINYL WALL COVERING

W WIDTHW/ WITHWC WATER CLOSETW/C WHEELCHAIRWD WOOD

WOOD DOORWINDOW DIMENSION

WI WROUGHT IRONWP WATER PROOFINGWR WATER RESISTANT

WASTE RECEPTACLEWS WEATHER STRIPWSV WELDED SHEET VINYLWO WHERE OCCURSW/O WITHOUTWWF WELDED WIRE FABRICWWM WELDED WIRE MESH

YD YARD

Sheet Number

Date

Project Number

Revisions

A R

C H

I T

E C

T U

R E

Indi

ana

3211

Gra

nt L

ine R

oad

Suite

30

New

Alba

ny, I

ndian

a 471

50[p

] 812

.944

.222

2[f]

812

.944

.112

2

819

Wes

t Main

Stre

et, S

uite

400

Loui

svill

e, Ke

ntuc

ky 4

0202

[p] 5

02.5

81.0

570

[f] 5

02.5

81.0

670

Kent

ucky

A r

c h

i t

e c

t u

r e

D e

s i

g n

P l

a n

n i

n g

Louisville Kentucky

CMT.1702

July 27, 2017

x1


Code Criteria - Legendsand Abbreviations

Sheet IndexCover Coverx1 Code Criteria - Legends and AbbreviationsX2 Specificationsa4.1 Architectural Plan First Floora4.2 Architectural Plan Second Floora5.1 Reflected Ceiling Plansa6.1 Roof Plana7.1 Stair Plans and Sectionsa7.2 Stair Plans and Sectionsa8.1 Exterior Elevationsa8.2 Exterior Elevationsa8.3 Exterior Elevationsa9.1 Wall Sectionsa9.2 Wall Sections

Sheet Number

Date

Project Number

Revisions

A R

C H

I T

E C

T U

R E

Indi

ana

3211

Gra

nt L

ine R

oad

Suite

30

New

Alba

ny, I

ndian

a 471

50[p

] 812

.944

.222

2[f]

812

.944

.112

2

819

Wes

t Main

Stre

et, S

uite

400

Loui

svill

e, Ke

ntuc

ky 4

0202

[p] 5

02.5

81.0

570

[f] 5

02.5

81.0

670

Kent

ucky

A r

c h

i t

e c

t u

r e

D e

s i

g n

P l

a n

n i

n g

Louisville Kentucky

CMT.1702

July 27, 2017

X2


Specifications

4 20 00-UNIT MASONRYA. Clay Face Brick: Facing brick complying with ASTM C 216.Retain "Products" Subparagraph and list of manufacturers and products below to require specific products or a comparable product from other manufacturers.

1. Products Subject to compliance with requirements, provide the following:2. Grade: SW.3. Type: FBX.4. Initial Rate of Absorption: Less than 30 g/30 sq. in.per minute when tested according to ASTM C 67.5. Efflorescence: Provide brick that has been tested according to ASTM C 67 and is rated "not effloresced."6. Surface Coating: Brick with colors or textures produced by application of coatings shall withstand 50 cycles of freezing and thawing according to ASTM C 67 with no observable difference in the applied finish when viewed from 10 feet.7. Size (Actual Dimensions): 3-5/8 incheswide by 2-1/4 incheshigh by 7-5/8 incheslong.8. Application: Use where brick is exposed unless otherwise indicated.

1.2 MORTAR AND GROUT MATERIALSA. Portland Cement: ASTM C 150/C 150M, Type I or II, except Type III may be used for cold-weather construction. Provide natural color or white cement as required to produce mortar color indicated.

1. Alkali content shall not be more than 0.1 percent when tested according to ASTM C 114.B. Hydrated Lime: ASTM C 207, Type S.C. Portland Cement-Lime Mix: Packaged blend of portland cement and hydrated lime containing no other ingredients.D. Aggregate for Mortar: ASTM C 144.

1. For mortar that is exposed to view, use washed aggregate consisting of natural sand or crushed stone.2. For joints less than 1/4 inchthick, use aggregate graded with 100 percent passing the No. 16sieve.3. Colored-Mortar Aggregates: Natural sand or crushed stone of color necessary to produce required mortar color.

E. Cold-Weather Admixture: Nonchloride, noncorrosive, accelerating admixture complying with ASTM C 494/C 494M, Type C, and recommended by manufacturer for use in masonry mortar of composition indicated.

1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following:

a. BASF Corporation; Construction Systems.b. Euclid Chemical Company (The); an RPM company.c. Grace Construction Products; W.R. Grace & Co. -- Conn.

F. Water: Potable.1.3 TIES AND ANCHORSA. General: Ties and anchors shall extend at least 1-1/2 inchesinto veneer but with at least a 5/8-inchcover on outside face.B. Materials: Provide ties and anchors specified in this article that are made from materials that comply with the following unless otherwise indicated:

1. Mill-Galvanized, Carbon-Steel Wire: ASTM A 82/A 82M, with ASTM A 641/A 641M, Class 1 coating.2. Hot-Dip Galvanized, Carbon-Steel Wire: ASTM A 82/A 82M, with ASTM A 153/A 153M, Class B-2 coating.3. Stainless-Steel Wire: ASTM A 580/A 580M, Type 304.4. Galvanized-Steel Sheet: ASTM A 653/A 653M, Commercial Steel, G60zinc coating.5. Steel Sheet, Galvanized after Fabrication: ASTM A 1008/A 1008M, Commercial Steel, with ASTM A 153/A 153M, Class B coating.6. Stainless-Steel Sheet: ASTM A 240/A 240M or ASTM A 666, Type 304.7. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M.8. Stainless-Steel Bars: ASTM A 276 or ASTM A 666, Type 304.

C. Adjustable Masonry-Veneer Anchors:1. General: Provide anchors that allow vertical adjustment but resist a 100-lbfload in both tension and compression perpendicular to plane of wall without deforming or developing play in excess of 1/16 inch.2. Fabricate sheet metal anchor sections and other sheet metal parts from0.078-inch-thick, stainless-steel sheet.3. Fabricate wire ties from 0.187-inch-diameter, stainless-steel wire unless otherwise indicated.4. Screw-Attached, Masonry-Veneer Anchors: Wire tie and a corrosion-resistant, self-drilling, eye-screw designed to receive wire tie. Eye-screw has spacer that seats directly against framing and is same thickness as sheathing and has gasketed washer head that covers hole in sheathing.

a. Products Subject to compliance with requirements, provide one of the following:1) Heckman Building Products Inc, ; Pos-I-Tie.2) Hohmann & Barnard, Inc.; 2-Seal Thermal Wing Nut Anchor

1.4 EMBEDDED FLASHING MATERIALSA. Metal Flashing: Provide metal flashing complying with SMACNA's "Architectural Sheet Metal Manual" Section 07 62 00 "Sheet Metal Flashing and Trim" and as follows:

1. Stainless Steel: ASTM A 240/A 240M or ASTM A 666, Type 304, 0.016 inchthick.2. Fabricate continuous flashings in sections 96 incheslong minimum, but not exceeding 12 feet. Provide splice plates at joints of formed, smooth metal flashing.3. Fabricate through-wall flashing with snaplock receiver on exterior face where indicated to receive counterflashing.4. Fabricate through-wall flashing with drip edge indicated. Fabricate by extending flashing 1/2 inch out from wall, with outer edge bent down 30 degrees and hemmed..5. Fabricate metal drip edges and sealant stops for ribbed metal flashing from plain metal flashing of same metal as ribbed flashing and extending at least 3 inchesinto wall with hemmed inner edge to receive ribbed flashing and form a hooked seam. Form hem on upper surface of metal so that completed seam sheds water.6. Fabricate metal drip edges from stainless steel. Extend at least 3 inchesinto wall and 1/2 inch out from wall, with outer edge bent down 30 degrees and hemmed.7. Fabricate metal sealant stops from stainless steel. Extend at least 3 inchesinto wall and out to exterior face of wall. At exterior face of wall, bend metal back on itself for 3/4 inchand down into joint 1/4 inchto form a stop for retaining sealant backer rod.8. Solder metal items at corners.

B. Flexible Flashing: Use the following unless otherwise indicated:1. EPDM Flashing: Sheet flashing product made from ethylene-propylene-diene terpolymer, complying with ASTM D 4637/D 4637M, 0.040 inchthick.

a. Manufacturers: Subject to compliance with requirements, provide products by one of the following:1) Carlisle Coatings & Waterproofing Inc.2) Heckmann Building Products, Inc.3) Hohmann & Barnard, Inc.

C. Application: Unless otherwise indicated, use the following:1. Where flashing is indicated to receive counterflashing, use metal flashing.2. Where flashing is indicated to be turned down at or beyond the wall face, use metal flashing.3. Where flashing is partly exposed and is indicated to terminate at the wall face, use metal flashing with a drip edge. 4. Where flashing is fully concealed, use flexible flashing.

05 51 13-METAL PAN STAIRS1.5 PERFORMANCE REQUIREMENTSA. Delegated Design: Engage a qualified professional engineer, as defined in Section 01 40 00 "Quality Requirements," to design stairs and railings.B. Structural Performance ofStairs: Metal stairs shall withstand the effects of gravity loads and the following loads and stresses within limits and under conditions indicated:

1. Uniform Load: 100 lbf/sq. ft..2. Concentrated Load: 300 lbfapplied on an area of 4 sq. in..3. Uniform and concentrated loads need not be assumed to act concurrently.4. Stair Framing: Capable of withstanding stresses resulting from railing loads in addition to loads specified above.5. Limit deflection of treads, platforms, and framing members to L/360 or 1/4 inch, whichever is less.

C. Seismic Performance of Stairs: Metal stairs shall withstand the effects of earthquake motions determined according to ASCE/SEI 7.1.6 STEEL-FRAMED STAIRSA. NAAMM Stair Standard: Comply with "Recommended Voluntary Minimum Standards for Fixed Metal Stairs" in NAAMM AMP 510, "Metal Stairs Manual," Commercial Class, unless more stringent requirements are indicated.B. Stair Framing:

1. Fabricate stringers of steel channels.a. Provide closures for exposed ends of channel stringers.

2. Construct platforms of steel plate or channel headers and miscellaneous framing members as needed to comply with performance requirements.3. Weld or bolt stringers to headers; weld or bolt framing members to stringers and headers. If using bolts, fabricate and join so bolts are not exposed on finished surfaces.4. Where masonry walls support metal stairs, provide temporary supporting struts designed for erecting steel stair components before installing masonry.

C. Metal Pan Stairs: Form risers, subtread pans, and subplatforms to configurations shown from steel sheet of thickness needed to comply with performance requirements, but not less than 0.067 inch.

1. Steel Sheet: Uncoated cold-rolled steel sheet.2. Directly weld metal pans to stringers; locate welds on top of subtreads where they are concealed by concrete fill. Do not weld risers to stringers.3. Shape metal pans to include nosing integral with riser.4. Attach abrasive nosings to risers.5. At Contractor's option, provide stair assemblies with metal pan subtreads filled with reinforced concrete during fabrication.6. Provide subplatforms of configuration indicated or, if not indicated, the same as subtreads. Weld subplatforms to platform framing.

05 52 13-PIPE AND TUBE RAILINGS1.7 METALS, GENERALA. Metal Surfaces, General: Provide materials with smooth surfaces, without seam marks, roller marks, rolled trade names, stains, discolorations, or blemishes.B. Brackets, Flanges, and Anchors: Cast or formed metal of same type of material and finish as supported rails unless otherwise indicated.

1. Provide type of bracket with flange tapped for concealed anchorage to threaded hanger bolt and that provides 1-1/2-inchclearance from inside face of handrail to finished wall surface.

1.8 FABRICATIONA. General: Fabricate railings to comply with requirements indicated for design, dimensions, member sizes and spacing, details, finish, and anchorage, but not less than that required to support structural loads.B. Connections: Fabricate railings with welded connections unless otherwise indicated.C. Form Changes in Direction as Follows:

1. By bending.D. Close exposed ends of railing members with prefabricated end fittings.E. Provide wall returns at ends of wall-mounted handrails unless otherwise indicated. Close ends of returns unless clearance between end of rail and wall is 1/4 inch or less.F. Welded Connections: Cope components at connections to provide close fit, or use fittings designed for this purpose. Weld all around at connections, including at fittings.

1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals.2. Obtain fusion without undercut or overlap.3. Remove flux immediately.4. At exposed connections, finish exposed welds to comply with NOMMA's "Voluntary Joint Finish Standards" for Type 1 welds: no evidence of a welded joint.

G. At brackets and fittings fastened to plaster or gypsum board partitions, provide crush-resistant fillers or other means to transfer loads through wall finishes to structural supports and prevent bracket or fitting rotation and crushing of substrate.

06 10 53 - MISCELLANEOUS ROUGH CARPENTRY2.1 WOOD PRODUCTS, GENERALA. Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is indicated, provide lumber that complies with the applicable rules of any rules-writing agency certified by the ALSC Board of Review. Provide lumber graded by an agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated.

1. Factory mark each piece of lumber with grade stamp of grading agency.2. Where nominal sizes are indicated, provide actual sizes required by DOC PS 20 for moisture content specified. Where actual sizes are indicated, they are minimum dressed sizes for dry lumber.3. Provide dressed lumber, S4S, unless otherwise indicated.

B. Maximum Moisture Content of Lumber: 15 percent unless otherwise indicated.2.2 WOOD-PRESERVATIVE-TREATED MATERIALSA. Preservative Treatment by Pressure Process: AWPA U1; Use Category UC2.

1. Preservative Chemicals: Acceptable to authorities having jurisdiction and containing no arsenic or chromium. Do not use inorganic boron (SBX) for sill plates.B. Kiln-dry lumber after treatment to a maximum moisture content of 19 percent. Do not use material that is warped or does not comply with requirements for untreated material.C. Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board of Review.2.3 PLYWOOD BACKING PANELSA. Equipment Backing Panels: DOC PS 1, Exposure 1, C-D Plugged, fire-retardant treated, in thickness indicated or, if not indicated, not less than 1/2-inch nominal thickness.

06 16 00-SHEATHING3.1 WALL SHEATHINGA. Glass-Mat Gypsum Sheathing: ASTM C 1177/1177M.

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:a. CertainTeed Corporation.b. Georgia-Pacific Building Products.c. National Gypsum Company.d. Temple-Inland Building Products by Georgia-Pacific.e. United States Gypsum Company.

2. Type and Thickness: Type X, 1/2 inch thick.3. Size: 48 by 96 inches for vertical installation.

3.2 PARAPET SHEATHINGA. Plywood Sheathing: , Exposure 1 sheathing.

1. Span Rating: Not less than 16/0.2. Nominal Thickness: Not less than 3/4 inch.

3.3 SHEATHING JOINT-AND-PENETRATION TREATMENT MATERIALSA. Sealant for Glass-Mat Gypsum Sheathing: Silicone emulsion sealant complying with ASTM C 834, compatible with sheathing tape and sheathing and recommended by tape and sheathing manufacturers for use with glass-fiber sheathing tape and for covering exposed fasteners.

1. Sheathing Tape: Self-adhering glass-fiber tape, minimum 2 inches wide, 10 by 10 or 10 by 20 threads/inch, of type recommended by sheathing and tape manufacturersfor use with silicone emulsion sealant in sealing joints in glass-mat gypsum sheathing and with a history of successful in-service use.

07 21 00-THERMAL INSULATION1.7 POLYISOCYANURATE FOAM-PLASTIC BOARDInsert drawing designations to identify each product. Use these designations on Drawings to show where each insulation type is required.A. Polyisocyanurate Board, Foil Faced: ASTM C 1289, foil faced, Type I, Class 1 or 2.B. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

1. Carlisle Coatings & Waterproofing Inc.2. Dow Chemical Company (The).3. Hunter Panels.4. Rmax, Inc.

1.8 LOOSE-FILL INSULATIONA. Glass-Fiber Loose-Fill Insulation: ASTM C 764 Type I for pneumatic; with maximum flame-spread and smoke-developed indexes of 5, per ASTM E 84.B. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

1. CertainTeed Corporation.2. Johns Manville; a Berkshire Hathaway company.3. Knauf Insulation.

1.9 MINERAL-WOOL BLANKETS

A. Mineral-Wool Blanket, Unfaced: ASTM C 665, Type I (blankets without membrane facing); consisting of fibers; with maximum flame-spread and smoke-developed indexes of 25 and 50, respectively, per ASTM E 84; passing ASTM E 136 for combustion characteristics.1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Industrial Insulation Group, LLC (IIG-LLC).b. ROXUL.c. Thermafiber, Inc.; an Owens Corning company.

072119 - FOAMED-IN-PLACE INSULATION1.9 CLOSED-CELL SPRAY POLYURETHANE FOAMA. Closed-Cell Spray Polyurethane Foam: ASTM C 1029, Type II, minimum density of 1.5 lb/cu. ft. and minimum aged R-value at 1-inch thickness of 6.2 deg F x h x sq. ft./Btu at 75 deg F.

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:a. BASF Corporation; SPF.b. CertainTeed Corporation.c. Dow Chemical Company (The).d. Henry Company.e. Icynene Inc.

2. Surface-Burning Characteristics: Comply with ASTM E 84; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency.

a. Flame-Spread Index: 25 or less.b. Smoke-Developed Index: 450 or less.

3. Fire Propagation Characteristics: Passes NFPA 285 testing as part of an approved assembly.

07 27 26-FLUID-APPLIED MEMBRANE AIR BARRIERS1.10 VAPOR-PERMEABLE MEMBRANE AIR BARRIERA. Fluid-Applied, Vapor-permeable Membrane Air Barrier: Synthetic polymer membrane.

1. Synthetic Polymer Membrane:a. Manufacturers: Subject to compliance with requirements, provide products by one of the following:1) Carlisle Coatings & Waterproofing Inc.2) Henry Company.3) W. R. Meadows, Inc.

2. Physical and Performance Properties:a. Air Permeance: Maximum 0.004 cfm/sq. ft. of surface area at 1.57-lbf/sq. ft. pressure difference; ASTM E 2178.b. Vapor Permeance: Maximum 10 perm; ASTM E 96/E 96M.c. Ultimate Elongation: Minimum 200 percent; ASTM D 412, Die C.d. Dry Film Thickness: 40 Mils.

07 54 23-THERMOPLASTIC POLYOLEFIN (TPO) ROOFING1.1 TPO ROOFINGA. Fabric-Reinforced TPO Sheet: ASTM D 6878, internally fabric- or scrim-reinforced, uniform, flexible fabric-backed TPO sheet.

1. Thickness: 60 mils, nominal.2. Exposed Face Color: Gray.

B. Manufacturers: Subject to compliance with requirements, provide products by one of the following:1. Carlisle SynTec Incorporated.2. GAF Materials Corporationhttp3. Johns Manville; a Berkshire Hathaway company. 4. Versico Incorporated.

C. General Performance: Installed roofing and base flashings shall withstand specified uplift pressures, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Roofing and base flashings shall remain watertight.

1. Accelerated Weathering: Roofing system shall withstand 2000 hours of exposure when tested according to ASTM G 152, ASTM G 154, or ASTM G 155.2. Impact Resistance: Roofing system shall resist impact damage when tested according to ASTM D 3746 or ASTM D 4272.

D. Material Compatibility: Roofing materials shall be compatible with one another and adjacent materials under conditions of service and application required, as demonstrated by roofing manufacturer based on testing and field experience.E. Roofing System Design: Tested by a qualified testing agency to resist the following uplift pressures:1.2 ROOF INSULATIONA. General: Preformed roof insulation boards manufactured by TPO roofing manufacturer, selected from manufacturer's standard sizes suitable for application, of thicknesses indicated and that produce FM Global-approved roof insulation.B. Polyisocyanurate Board Insulation: ASTM C 1289, Type II, Class 1, Grade 2, felt or glass-fiber mat facer on both major surfaces.C. Tapered Insulation: Provide factory-tapered insulation boards fabricated to slope of 1/4 inch per 12 inches unless otherwise indicated.D. Provide preformed saddles, crickets, tapered edge strips, and other insulation shapes where indicated for sloping to drain. Fabricate to slopes indicated.1.1 ROOFING SHEET METALSA. General: Protect mechanical and other finishes on exposed surfaces from damage by applying strippable, temporary protective film before shipping.B. Metallic-Coated Steel Sheet: Provide zinc-coated (galvanized) steel sheet according to ASTM A 653/A 653M, G90 coating designation; with smooth, flat surface; prepainted by coil-coating process to comply with ASTM A 755/A 755M.

1. Thickness: Nominal 0.022 inch unless otherwise indicated.2. Exposed Coil-Coated Finish:

a. Two-Coat Fluoropolymer: AAMA 621. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in color coat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions.

3. Color: As selected by Architect from manufacturer's full range.4. Concealed Finish: Pretreat with manufacturer's standard white or light-colored acrylic or polyester-backer finish, consisting of prime coat and wash coat with minimum total dry film thickness of 0.5 mil .

1.2 FABRICATIONA. General: Custom fabricate sheet metal roofing to comply with details shown and recommendations in SMACNA's "Architectural Sheet Metal Manual" that apply to design, dimensions (panel width and seam height), geometry, metal thickness, and other characteristics of installation. Fabricate sheet metal roofing and accessories in shop to greatest extent possible.

1. Standing-Seam Roofing: Form standing-seam panels with finished seam height of 1 inch .B. Form exposed sheet metal work to fit substrates with little oil canning; free of buckling and tool marks; true to line, levels, and slopes; and with exposed edges folded back to form hems.

1. Lay out sheet metal roofing so transverse seams, if required, are made in direction of flow with higher panels overlapping lower panels.2. Offset transverse seams from each other.12 inches minimum.3. Fold and cleat eaves and transverse seams in shop.4. Form and fabricate sheets, seams, strips, cleats, valleys, ridges, edge treatments, integral flashings, and other components of metal roofing to profiles, patterns, and drainage arrangements indicated on Drawings and as required for leakproof construction.

C. Expansion Provisions: Fabricate sheet metal roofing to allow for expansion in running work sufficient to prevent leakage, damage, and deterioration of the Work.1. Form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with butyl sealant concealed within joints.

D. Sealant Joints: Where movable, nonexpansion-type joints are required, form metal to provide for proper installation of elastomeric sealant according to SMACNA standards.E. Sheet Metal Accessories: Custom fabricate flashings and trim to comply with recommendations in SMACNA's "Architectural Sheet Metal Manual" that apply to design, dimensions, metal, and other characteristics of item required. Obtain field measurements for accurate fit before shop fabrication.

1. Form exposed sheet metal accessories without excessive oil canning, buckling, and tool marks; true to line, levels, and slopes; and with exposed edges folded back to form hems.2. Seams: Fabricate nonmoving seams with flat-lock seams. Form seams and seal with elastomeric sealant unless otherwise recommended by sealant manufacturer for intended use. 3. Conceal fasteners and expansion provisions where possible. Do not use exposed fasteners on faces of accessories exposed to view.4. Fabricate cleats and attachment devices of sizes recommended by SMACNA's "Architectural Sheet Metal Manual" for application, but not less than thickness of metal being secured.

F. Do not use graphite pencils to mark metal surfaces.

07 65 26 - SELF-ADHERING SHEET FLASHING1.1 SELF-ADHERING SHEET FLASHINGA. Flexible Flashing: Composite, self-adhesive, flashing product consisting of a pliable, or rubberized-asphalt compound, bonded to a high-density polyethylene film, aluminum foil, or spunbonded polyolefin to produce an overall thickness of not less than 40 mil.Retain "Products" Subparagraph and list of manufacturers and products below to require specific products or a comparable product from other manufacturers.

1. Products: Subject to compliance with requirements, provide one of the following:Products in first four subparagraphs below are butyl rubber products.Products in subparagraphs below are rubberized asphalt products.

a. Fiberweb, Clark Hammerbeam Corp.; Aquaflash 500.b. Fortifiber Building Systems Group; Fortiflash 40.c. Grace Construction Products, a unit of W. R. Grace & Co. - Conn.; Vycor V40 Self-Adhered Flashing.d. Sandell Manufacturing Co., Inc.; Presto-Seal.

2. Water Absorption, ASTM D570: Max 0.1% by weight3. Puncture Resistance, ASTM E154: 355N (80 lbs) min.4. Lap Adhesion at -4� C (25� ), ASTM D1876 Modified 880 N/m (5.0 lbs. / in.) of width5. Tensile Strength, ASTM D412, Die C Modified: min. 4.1 MPa (600) Psi.

B. Primer for Flexible Flashing: Product recommended by manufacturer of flexible flashing for substrate.

07 71 00-ROOF SPECIALTIES1.2 COPINGSA. Metal Copings: Manufactured coping system consisting of metal coping cap in section lengths not exceeding 12 feet, concealed anchorage; with corner units, end cap units, and concealed splice plates with finish matching coping caps.

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:2. Metallic-Coated Steel Sheet Coping Caps: Zinc-coated (galvanized) steel, nominal 0.028-inchthickness.

a. Surface: Smooth, flat finish.b. Finish: Insert finish.c. Color: As selected by Architect from manufacturer's full range.

3. Corners: Factory mitered and continuously welded.4. Coping-Cap Attachment Method: Snap-on, fabricated from coping-cap material.

a. Snap-on Coping Anchor Plates: Concealed, galvanized-steel sheet, 12 inches wide, with integral cleats.

1.3 ROOF-EDGE SPECIALTIESA. Roof-Edge Fascia: Manufactured, two-piece, roof-edge fascia consisting of snap-on metal fascia cover in section lengths not exceeding 12 feet and a continuous metal receiver with integral drip-edge cleat to engage fascia cover and secure single-ply roof membrane. Provide matching corner units.

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:2. Metallic-Coated Steel Sheet Fascia Covers: Zinc-coated (galvanized) steel, nominal 0.028-inchthickness.

a. Surface: Smooth, flat finish.b. Finish: Insert finish.c. Color: As selected by Architect from manufacturer's full range.

3. Corners: Factory mitered and continuously welded.4. Splice Plates: Concealed, of same material, finish, and shape as fascia cover.5. Receiver: Galvanized-steel sheet, nominal 0.040-inchthickness.6. Special Fabrications: Cornice fascia cover.7. Fascia Accessories: Fascia extenders with continuous hold-down cleats.

1.4 REGLETS AND COUNTERFLASHINGSA. Manufacturers: Subject to compliance with requirements, provide products by one of the following:B. Counterflashings: Manufactured units of heights to overlap top edges of base flashings by 4 inches and in lengths not exceeding 12 feet designed to snap into through-wall-flashing receiver and compress against base flashings with joints lapped, from the following exposed metal:

1. Zinc-Coated Steel: Nominal 0.028-inch thickness.C. Accessories:

1. Counterflashing Wind-Restraint Clips: Provide clips to be installed before counterflashing to prevent wind uplift of counterflashing lower edge.D. Zinc-Coated Steel Finish: Two-coat fluoropolymer.

1. Color: As selected by Architect from manufacturer's full range.

07 72 00-ROOF ACCESSORIES1.5 ROOF HATCHA. Roof Hatches: Metal roof-hatch units with lids and insulated double-walled curbs, welded or mechanically fastened and sealed corner joints, continuous lid-to-curb counterflashing and weathertight perimeter gasketing, stepped integral metal cant raised the thickness of roof insulation, and integrally formed deck-mounting flange at perimeter bottom.B. Type and Size: Single-leaf lid, 36 by 36 inches.C. Loads: Minimum 40-lbf/sq. ft. external live load and 20-lbf/sq. ft. internal uplift load.D. Hatch Material: Zinc-coated (galvanized) steel sheet.

1. Thickness: Manufacturer's standard thickness for hatch size indicated.2. Finish: Baked enamel or powder coat.3. Color: As selected by Architect from manufacturer's full range.

E. Construction:1. Insulation: Glass-fiber board.

a. R-Value: 12.0 according to ASTM C 1363.2. Nailer: Factory-installed wood nailer continuous around hatch perimeter.3. Curb Liner: Manufacturer's standard, of same material and finish as metal curb.4. Fabricate curbs to minimum height of 12 inches above roofing surface unless otherwise indicated.

F. Hardware: Spring operators, hold-open arm, stainless-steel spring latch with turn handles, stainless-steel butt- or pintle-type hinge system, and padlock hasps inside and outside.G. Safety Railing System: Roof-hatch manufacturer's standard system including rails, clamps, fasteners, safety barrier at railing opening, and accessories required for a complete installation; attached to roof hatch and complying with 29 CFR 1910.23 requirements and authorities having jurisdiction.

1. Height: 42 inches above finished roof deck.2. Posts and Rails: steel tube, 1-5/8 inches in diameter.3. Maximum Opening Size: System constructed to prevent passage of a sphere 21 inches in diameter.4. Chain Passway Barrier: Galvanized proof coil chain with quick link on fixed end.5. Self-Latching Gate: Fabricated of same materials and rail spacing as safety railing system. Provide manufacturer's standard hinges and self-latching mechanism.6. Post and Rail Tops and Ends: Weather resistant, closed or plugged with prefabricated end fittings.7. Provide weep holes or another means to drain entrapped water in hollow sections of handrail and railing members.8. Fabricate joints exposed to weather to be watertight.9. Fasteners: Manufacturer's standard, finished to match railing system.10. Finish: Manufacturer's standard baked enamel or powder coat.

a. Color: As selected by Architect from manufacturer's full range.H. Ladder-Assist Post: Roof-hatch manufacturer's standard device for attachment to roof-access ladder.

1. Operation: Post locks in place on full extension; release mechanism returns post to closed position.2. Height: 42 inches above finished roof deck.3. Material: Steel tube.4. Post: 1-5/8-inch- diameter pipe.5. Finish: Manufacturer's standard baked enamel or powder coat.

a. Color: As selected by Architect from manufacturer's full range.08 11 13-HOLLOW METAL DOORS AND FRAMES1.1 INTERIOR FRAMESA. Construct interior doors and frames to comply with the standards indicated for materials, fabrication, hardware locations, hardware reinforcement, tolerances, and clearances, and as specified.B. Commercial Frames: NAAMM-HMMA 861..

1. Frames:a. Materials: Uncoated steel sheet, minimum thickness of 0.053 inch.b. Construction: Full profile welded.

2. Exposed Finish: Prime.1.2 EXTERIOR HOLLOW-METAL DOORS AND FRAMESA. Construct exterior doors and frames to comply with the standards indicated for materials, fabrication, hardware locations, hardware reinforcement, tolerances, and clearances, and as specified.B. Commercial Doors and Frames: NAAMM-HMMA 861..

1. Physical Performance: Level A according to SDI A250.4.2. Doors:

a. Type: As indicated in the Door and Frame Schedule.b. Thickness: 1-3/4 inchesc. Face: Metallic-coated steel sheet, minimum thickness of 0.053 inch, with minimum G60 A60coating.d. Edge Construction: Continuously welded with no visible seam.e. Core: Steel stiffened.

3. Frames:a. Materials: Metallic-coated steel sheet, minimum thickness of 0.067 inch, with minimum G60 A60coating.b. Construction: Full profile welded.

4. Exposed Finish: Prime.

10 21 13.17-PHENOLIC-CORE TOILET COMPARTMENTS1.7 PHENOLIC-CORE TOILET COMPARMENTSA. Entrance-Screen Style: Overhead braced Floor anchored.B. Urinal-Screen Style: Wall hung.C. Door, Panel, Screen, and Pilaster Construction: Solid phenolic-core panel material with melamine facing on both sides fused to substrate during panel manufacture (not separately laminated), and with eased and polished edges. Provide minimum 3/4-inch-thick doors and pilasters and minimum 1/2-inch-thick panels.D. Pilaster Shoes and Sleeves (Caps): Formed from stainless-steel sheet, not less than 0.031-inchnominal thickness and 3 incheshigh, finished to match hardware.E. Brackets (Fittings):

1. Stirrup Type: Ear or U-brackets, stainless steel.F. Phenolic-Panel Finish:

1. Facing Sheet Finish: One color and pattern in each room.2. Color and Pattern: As selected by Architect from manufacturer's full range, with manufacturer's standard.3. Edge Color: Through-color matching facing sheet color.

1.8 HARDWARE AND ACCESSORIESA. Hardware and Accessories: Manufacturer's heavy-duty operating hardware and accessories.

1. Hinges: Manufacturer's minimum 0.062-inch-thick stainless-steel continuous, cam type that swings to a closed or partially open position, allowing emergency access by lifting door. Mount with through-bolts.2. Latch and Keeper: Manufacturer's heavy-duty surface-mounted cast-stainless-steel latch unit designed to resist damage due to slamming, with combination rubber-faced door strike and keeper, and with provision for emergency access. Provide units that comply with regulatory requirements for accessibility at compartments designated as accessible. Mount with through-bolts.3. Coat Hook: Manufacturer's heavy-duty combination cast-stainless-steel hook and rubber-tipped bumper, sized to prevent in-swinging door from hitting compartment-mounted accessories. Mount with through-bolts.

B. Overhead Bracing: Manufacturer's standard continuous, extruded-aluminum head rail with antigrip profile and in manufacturer's standard finish.C. Anchorages and Fasteners: Manufacturer's standard exposed fasteners of stainless steel, finished to match the items they are securing, with theft-resistant-type heads. Provide sex-type bolts for through-bolt applications. For concealed anchors, use stainless-steel, hot-dip galvanized-steel, or other rust-resistant, protective-coated steel compatible with related materials.

10 44 13 - FIRE EXTINGUISHER CABINETS1.9 FIRE PROTECTION CABINETA. Cabinet Type: Suitable for fire extinguisher.

1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following:a. J. L. Industries, Inc., a division of Activar Construction Products Group;.b. Kidde Residential and Commercial Division, Subsidiary of Kidde plc;.c. Larsen's Manufacturing Company;.

B. Cabinet Construction: Nonrated.C. Cabinet Material: Steel sheet.D. Semirecessed Cabinet: Cabinet box partially recessed in walls of sufficient depth to suit style of trim indicated; with one-piece combination trim and perimeter door frame overlapping surrounding wall surface with exposed trim face and wall return at outer edge (backbend). Provide where walls are of insufficient depth for recessed cabinets but are of sufficient depth to accommodate semirecessed cabinet installation.

1. Rolled-Edge Trim: 2-1/2-inch backbend depth.E. Cabinet Trim Material: Steel sheet.F. Door Material: Steel sheet.G. Door Style: Fully glazed panel with frame Center glass panel with frame.H. Door Glazing: Tempered float glass (clear).I. Door Hardware: Manufacturer's standard door-operating hardware of proper type for cabinet type, trim style, and door material and style indicated.

1. Provide projecting door pull and friction latch.2. Provide concealed hinge permitting door to open 180 degrees.

J. Accessories:1. Identification: Lettering complying with authorities having jurisdiction for letter style, size, spacing, and location. Locate as directed by Architect.

a. Identify fire extinguisher in fire protection cabinet with the words "FIRE EXTINGUISHER."1) Location: Applied to cabinet glazing.2) Application Process: Pressure-sensitive vinyl letters.3) Lettering Color: White.4) Orientation: Vertical.

K. Finishes:1. Manufacturer's standard baked-enamel paint for the following:

a. Exterior of cabinet , door, and trim except for those surfaces indicated to receive another finish.b. Interior of cabinet and door.

2. Steel: Baked enamel or powder coat.

10 44 16 - FIRE EXTINGUISHERS2.1 PORTABLE, HAND-CARRIED FIRE EXTINGUISHERSA. Fire Extinguishers: Type, size, and capacity for each fire protection cabinet and mounting bracket indicated.

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:a. Ansul Incorporated; Tyco International Ltd.b. J. L. Industries, Inc.; a division of Activar Construction Products Group.c. Kidde Residential and Commercial Division; Subsidiary of Kidde plc.d. Larsen's Manufacturing Company.e. Potter Roemer LLC.

2. Handles and Levers: Manufacturer's standard.3. Instruction Labels: Include pictorial marking system complying with NFPA 10, Appendix B and bar coding for documenting fire extinguisher location, inspections, maintenance, and recharging.

B. Multipurpose Dry-Chemical Type: UL-rated 4A-80BC nominal capacity, with monoammonium phosphate-based dry chemical in manufacturer's standard enameled container.

A B C D E F G H

I

2

3

4

5

6

7

1a8.3

O

1a9.1 1

a8.1

2a8

.1

1

a8.2

2a8

.2

3a8

.3

2a8.3

P

3.6

3.1

1.5

J

K.

M

N

L

1.1

1' - 3 5/8" 3' - 1 1/2"1' - 5 1/4"

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

3' - 2 1/2"11 1/4" 3' - 2 5/8"

3' - 2 7/8" 3' - 2 7/8"3' - 2 7/8"

8 1/8"

10 1/8" 18' - 3 1/8" 18' - 2 3/8" 17' - 11 7/8" 20' - 4 7/8" 20' - 4 7/8" 20' - 4 7/8" 19' - 10 7/8"

14' -

4"

3' - 0

"5'

- 0"

3' - 0

"9'

- 8"

7' - 9

5/8

"3'

- 4"

6' - 6

3/8

"3'

- 0"

5' - 0

"3'

- 0"

4' - 0

"

1' - 8

"8'

- 0 1

/4"

13' -

10

7/8"

2' - 8

3/4

"15

' - 0

"6'

- 4"

18' -

8"

2"1'

- 2"

67' -

8"

17' - 6 3/4" 3' - 4" 12' - 9 1/4" 3' - 0" 6' - 8" 3' - 0" 8' - 5 7/8"

11 1/8"

19' - 0 3/4"

3' - 0"

5' - 0"

3' - 0"

5' - 0"

3' - 0"

9' - 5"

10 1/2"

2' - 11 1/8"

2' - 11 1/8"2' - 1

1 1/8"

2' - 11 3/8"

11 1/4"2' - 11 1/8"

2' - 11 1/8"2' - 1

1 1/8"

2' - 11 3/8"

11 1/4"

11 1/4"

11 1/

4"

11 1

/4"

2' - 1

0 3/

4"1'

- 4 1

/2"

10' -

0" 1' - 4

1/2

"

8 5/

8"

3' - 0

1/2

"

3' - 0

3/4

"3'

- 0 3

/4"

3' - 0

3/4

"

11 1

/4"

3' - 0

1/2

"

3' - 0

3/4

"3'

- 0 3

/4"

3' - 0

3/4

"

11 1

/4"

4' - 2

"8'

- 2 1

/2"

4' - 2

"

11 1

/4"

3' - 3

"3'

- 3"

3' - 3

"3'

- 3"

11 1

/4"

2a9.1 3

a9.1

24' - 5"

E.1

a7.21

SHELLSPACE

11

STAIR A12

STAIR B13

WOMEN14

MEN15

ELEVATOR16

SHELLSPACE

17

a7.11

1a9.2

2a9.2

137' - 6 3/8"

54' - 9 7/8"

19' -

11

5/8"

48' - 5"

2' - 10 7/8"

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

0 3/4"

2' - 1

0 3/

4"

2' - 1

0 3/

4"

2' - 1

0 3/

4"2'

- 10

3/4"

2' - 1

0 3/4

"

2' - 1

0 3/4

"2'

- 10

3/4"

2' - 1

0 3/4

"

2' - 1

0 3/4"

2' - 1

0 3/4"

2' - 1

0 3/4"

2' - 10

3/4"

2' - 10

3/4"

2' - 10

3/4"

2' - 10 3/4"

2' - 10 3/4"

R 67' - 6"

15.32°

15.69°

10.34°

10.78°

10.65°

58' -

5 1

/2"

9' - 9 3/4" 5' - 4 7/8" 23' - 9 3/4" 6' - 2 1/8" 1' - 3 1/8"

8 1/

2"

12' - 4 3/4"

4' - 4

1/2

"9'

- 9 3

/8"

5' - 2

3/8

"5'

- 10"

7' - 4"

5 1/4"

10' -

4 1

/4"

1' - 3

1/8

"

21' - 3 1/4"

13' - 7 5/8" 6' - 9 1/4"

5 1/

4"16

' - 2

1/2

"

3a9.2

Wall Rating LegendSMOKE PARTITION

SMOKE COMPARTMENT BARRIER WALL(1 HOUR RATED CONSTRUCTION WITH20 MINUTE OPENING PROTECTION)

1 HOUR FIRE RATED PARTITION


1 HOUR FIRE RATED SMOKE COMPARTMENTBARRIER WALL

2 HOUR RATED SMOKE COMPARTMENTBARRIER WALL

Sheet Number

Date

Project Number

Revisions

A R

C H

I T

E C

T U

R E

Indi

ana

3211

Gra

nt L

ine R

oad

Suite

30

New

Alba

ny, I

ndian

a 471

50[p

] 812

.944

.222

2[f]

812

.944

.112

2

819

Wes

t Main

Stre

et, S

uite

400

Loui

svill

e, Ke

ntuc

ky 4

0202

[p] 5

02.5

81.0

570

[f] 5

02.5

81.0

670

Kent

ucky

A r

c h

i t

e c

t u

r e

D e

s i

g n

P l

a n

n i

n g

Louisville Kentucky

CMT.1702

July 27, 2017

a4.1


Architectural Plan FirstFloor

North

E

S

WScale: 1/8" = 1'-0" Architectural Plan First Floor

MEN 14 AND WOMEN 15FLOOR FINISH: PORCELAIN TILE

MANUFACTURER: CROSSVILLE SHADE PORCELAIN TILECOLOR: AV347 HAZE UPSSIZE: 12" X 24" RUNNING BOND

WALL FINISH: PORCELAIN TILEMANUFACTURER: CROSSVILLE SHADES PORCELAIN TILECOLOR: AV242 VAPOR HONEDSIZE: 6" X 24" RUNNING BOND

Room Finishes

A B C D E F G H

I

2

3

4

5

6

7

1a8.3

O

1a9.1

1a8.1

2a8

.1

1

a8.2

2a8

.2

3a8

.3

2a8.3

P

3.6

3.1

1.5

J

K.

M

N

L

1.1

3' - 7 3/4" 3' - 0" 6' - 1" 3' - 0" 6' - 1 3/4" 3' - 0" 6' - 1 3/8" 3' - 0" 6' - 1 3/8" 3' - 0" 6' - 1 3/8" 3' - 0" 8' - 4 3/8" 3' - 0" 7' - 5 1/4" 3' - 0" 6' - 11 5/8" 3' - 0" 6' - 11 5/8" 3' - 0" 7' - 5 1/4" 3' - 0" 7' - 5 1/4" 3' - 0" 7' - 1 3/8" 3' - 0" 7' - 2 1/8" 3' - 0" 2' - 9 1/2"

10 1/8" 18' - 3 1/8" 18' - 2 3/8" 17' - 11 7/8" 20' - 4 7/8" 20' - 4 7/8" 20' - 4 7/8" 19' - 10 7/8" 1' - 6"

14' -

4"

3' - 0

"5'

- 0"

3' - 0

"6'

- 8"

3' - 0

"8'

- 0"

3' - 0

"6'

- 8"

3' - 0

"5'

- 0"

3' - 0

"4'

- 4"

1' - 8

"8'

- 0 1

/4"

13' -

10

7/8"

2' - 8

3/4

"15

' - 0

"6'

- 4"

18' -

8"

2"1'

- 6"

68' -

0"

17' - 8 3/4" 3' - 0" 12' - 11 1/4" 3' - 0" 6' - 8" 3' - 0" 8' - 5 7/8"

2' - 6 1/4"

3' - 0"

4' - 7"

3' - 0"

7' - 0"

3' - 0"

5' - 0"

3' - 0"

5' - 0"

3' - 0"

9' - 5"

5' - 8

"3'

- 0"

7' - 1

3/8

"3'

- 0"

3' - 1

3/8

"

3' - 0

"

5' - 8

1/4

"

3' - 0

"4'

- 2 5

/8"

3' - 0

"5'

- 9 7

/8"

3' - 0

"3'

- 6"

3' - 0

"

2' - 1

0 3/

8"

3' - 0

"

3' - 0

"

3' - 0

"

3' - 0

"

3' - 0

"

3' - 0"

3' - 0"

3' - 0"

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

"

6' - 3 1/8"

3' - 0"

2' - 5 3/4"

2a9.1

3a9.1

E.1

a7.22

SHELLSPACE

21

STAIR A22

DATA23

STAIR B24

CORRIDOR25

WOMEN26

MEN27

ELEVATOR

1' - 0"

a7.12

1a9.2

2a9.2

137' - 11"

58' -

11

3/4"

4' - 1

1/4

"

9' - 5

5/8

"

9' - 1

0 5/

8"

6' - 6

3/4"

6' - 2

3/8"

6' - 3

1/8"

6' - 7 3/4"

6' - 8 5/8"

24' - 5"

1' - 6"

48' - 6 3/8"

19' -

11

5/8" 16

' - 7

5/8

"3'

- 0"4

"

1' - 7

5/8

"

54' - 9 7/8"

10' - 6" 4' - 11 1/4"

10' -

1 7

/8"

46' - 7 7/8"

8' - 6

"7'

- 1 1

/4"

9' - 9 3/4" 5' - 4 7/8" 23' - 9 3/4" 7' - 5 1/4"

9' - 4

1/2

"4'

- 9 3

/8"

1' - 3 1/8"

8 1/

2"

2 1/

4"

10' - 4 7/8"

3a9.2







Sheet Number

Date

Project Number

Revisions

A R

C H

I T

E C

T U

R E

Indi

ana

3211

Gra

nt L

ine R

oad

Suite

30

New

Alba

ny, I

ndian

a 471

50[p

] 812

.944

.222

2[f]

812

.944

.112

2

819

Wes

t Main

Stre

et, S

uite

400

Loui

svill

e, Ke

ntuc

ky 4

0202

[p] 5

02.5

81.0

570

[f] 5

02.5

81.0

670

Kent

ucky

A r

c h

i t

e c

t u

r e

D e

s i

g n

P l

a n

n i

n g

Louisville Kentucky

CMT.1702

July 27, 2017

a4.2


Architectural Plan SecondFloor

North

E

S

WScale: 1/8" = 1'-0" Architectural Plan Second Floor

MEN 26 AND WOMEN 27FLOOR FINISH: PORCELAIN TILE

MANUFACTURER: CROSSVILLE SHADE PORCELAIN TILECOLOR: AV347 HAZE UPSSIZE: 12" X 24" RUNNING BOND

WALL FINISH: PORCELAIN TILEMANUFACTURER: CROSSVILLE SHADES PORCELAIN TILECOLOR: AV242 VAPOR HONEDSIZE: 6" X 24" RUNNING BOND

CORRIDOR 25:FLOOR FINISH: PORCELAIN TILE

MANUFACTURER: ATLAS CONCORDECOLOR: DWELL PORCELAIN TILE - GRAY HONED SIZE: 75CM X 150 CM STACKED BOND

WALL FINISH: PAINTBASE: VINYL WALL BASE

MANUFACTURER: JOHNSONITECOLOR 40 BLACK BSIZE: 4" HIGH

Room Finishes

A B C D E F G H

4

5

O

3.6

J

K.

L

E.1

CH = 9' - 0"CH = 9' - 0"







Reflected Ceiling Plan Legend2X2 ACOUSTICAL CEILING GRID AND PANELS.

2X4 ACOUSTICAL CEILING GRID AND PANELS.

GYPSUM WALLBOARD CEILING

2'x4' RECESSED FLOURSECENT FIXTURE-COORDINATE WITH ELECTRICAL DRAWINGS

2'x2' RECESSED FLOURSECENT FIXTURE-COORDINATE WITH ELECTRICAL DRAWINGS

RECESSED DOWNLIGHT FIXTURE-COORDINATE WITH ELECTRICAL DRAWINGS

SMOKE DETECTORCOORDINATE WITH ELECTRICAL DRAWINGS

HEAT DETECTORCOORDINATE WITH ELECTRICAL DRAWINGS

CEILING MOUNTED EXIT SIGNCOORDINATE WITH ELECTRICAL DRAWINGS

RETURN AIR DIFFUSER OR REGISTERCOORDINATE WITH MECHANICAL DRAWINGS

SUPPLY AIR DIFFUSER OR REGISTERCOORDINATE WITH MECHANICAL DRAWINGS

EXHAUST FANCOORDINATE WITH MECHANICAL DRAWINGS

PENDANT LIGHT FIXTURECOORDINATE WITH ELECTRICAL DRAWINGS

LOCKABLE ACCESS PANEL

A B C D E F G H

4

5

O

3.6

J

K.

L

E.1

CH = 9' - 0"CH = 9' - 0"

CH = 9' - 0"CH = 10' - 0"

CH = 10' - 0"

Sheet Number

Date

Project Number

Revisions

A R

C H

I T

E C

T U

R E

Indi

ana

3211

Gra

nt L

ine R

oad

Suite

30

New

Alba

ny, I

ndian

a 471

50[p

] 812

.944

.222

2[f]

812

.944

.112

2

819

Wes

t Main

Stre

et, S

uite

400

Loui

svill

e, Ke

ntuc

ky 4

0202

[p] 5

02.5

81.0

570

[f] 5

02.5

81.0

670

Kent

ucky

A r

c h

i t

e c

t u

r e

D e

s i

g n

P l

a n

n i

n g

Louisville Kentucky

CMT.1702

July 27, 2017

a5.1


Reflected Ceiling Plans

North

E

S

WScale: 1/8" = 1'-0" Reflected Ceiling Plan First Floor

North

E

S

WScale: 1/8" = 1'-0" Reflected Ceiling Plan Second Floor

1a8.3

1a9.1

1a8.1

2a8

.1

1

a8.2

2a8

.2

3a8

.3

2a8.3

3" /

1'-0

"3"

/ 1'

-0"

1/4"

/ 1'

-0"

1/4"

/ 1'

-0"

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

1/4"

/ 1'

-0"

1/4" / 1'-0"

1/4" / 1'-0"

2a9.1

3a9.1

12 2 2

13 3 31

4

45

5

5

6

7

6

7

6

7

8

8

8

8

8

2a6.1

1a6.1

- ---

1a9.2

2a9.2

3a9.2

TRUSS BEARINGELEV. +126' - 0"

D

TRUSS BEARING 2ELEV. +129' - 10"

TOP OF PARAPETELEV. +132' - 0"

METAL ROOF TRUSS

BLOWN CELLULOSE INSULATION (R-30)

5/8" TYPE "X" GYPSUM WALLBOARD OVER 6 MIL POLYETHYLENE VAPOR

RETARDER

2" THICK 2 POUND SPRAY APPLIED POLYURETHANE FOAM INSULATION

3 1/2" THICK 2 POUND SPRAY APPLIED POLYURETHANE FOAM INSULATION

60 MIL TPO ROOF MEMBRANE EXTEND UP AND UNDER METAL ROOF

TAPERED RIGID INSULATION 4" MINIMUM

STEEL DECK

STEEL BEAM

STEEL BAR JOIST

METAL ROOF EDGE TRIM

3/4" EXTERIOR GRADE PLYWOOD

STANDING SEAM METAL ROOF

3 5/8" METAL STUD FRAMING @ 16" OC

5/8" TYPE "X" GYPSUM WALLBOARD

1 1/2" MINERAL WOOL FIBER INSULATION


6 3/8"


D



6" M

INIM

UM

1' - 4"

STANDING SEAM METAL ROOF

3/4" FIRE RETARDANT PLYWOOD

METAL ROOF TRUSS



RETARDER

4" FACE BRICK WITH TIES @ 16" OC HORIZONTALLY AND 16" OC VERTICALLY


2 PIECE METAL FLASHING

1 1/2" FOIL FACE RIGID INSULATION WITH TAPED JOINTS

40 MIL FLUID APPLIED WEATHER BARRIER

1/2" GLASS MAT GYPSUM SHEATHING

2X BLOCKING FOR SPRAY APPLIED INSULATION

6" METAL STUDS @ 16" OC

2X CONTINUOUS WOOD BLOCKING


PREFINISHED METAL PARAPET CAP

60 MIL TPO ROOF MEMBRANE EXTEND UP AND OVER PARAPET


STEEL DECK

STEEL BEAM

STEEL BAR JOIST

3 5/8" METAL STUDS @ 16" OC


3 5/8" 6 3/8" 7 1/2" 8 1/2"

1' - 5 1/2"

Sheet Number

Date

Project Number

Revisions

A R

C H

I T

E C

T U

R E

Indi

ana

3211

Gra

nt L

ine R

oad

Suite

30

New

Alba

ny, I

ndian

a 471

50[p

] 812

.944

.222

2[f]

812

.944

.112

2

819

Wes

t Main

Stre

et, S

uite

400

Loui

svill

e, Ke

ntuc

ky 4

0202

[p] 5

02.5

81.0

570

[f] 5

02.5

81.0

670

Kent

ucky

A r

c h

i t

e c

t u

r e

D e

s i

g n

P l

a n

n i

n g

Louisville Kentucky

CMT.1702

July 27, 2017

a6.1


Roof Plan

North

E

S

WScale: 1/8" = 1'-0" Roof Plan

Roof Keynotes1 8" HALF ROUND GUTTER.2 6" ROUND DOWNSPOUT.3 6" PVC PAINTED DOWNSPOUT.4 PREFINISHED STANDING SEAM METAL ROOF.5 60 MIL TPO MEMBRANE ROOF.6 ROOF DRAIN.7 OVERFLOW ROOF DRAIN.8 PREFINISHED METAL PARAPET CAP.

Scale: 3/4" = 1'-0"1 Wall Section


FIRST FLOORELEV. +100' - 0"

SECOND FLOORELEV. +114' - 0"


A B

10' -

0"

10 E

QUAL

RIS

ERS

= 5

' - 7

7/8

"13

EQU

AL R

ISER

S =

7' -

4 1

/8"

2 EQ

UAL R

ISER

S =

1' -

0"

1 1/2" OD PIPE GUARDRAIL WITH POST @ 4'-0" OC MAX - PAINTED1 1/2" OD PIPE HANDRAIL - PAINTED

3/4" PICKETS @ 4" OC MAX -PAINTED

2" CONCRETE FILL ON 14 GAUGE STEEL STAIR PANS

STEEL STRINGER - PAINTED

2' - 1

0"

3' - 6

"

2' - 1

0"

1 1/2" OD PIPE GUARDRAIL WITH POST @ 4'-0" OC MAX - PAINTED

1 1/2" OD PIPE HANDRAIL - PAINTED


4" CH STUDS @ 24" OC

1" SHAFT WALL LINER

USG ASSEMBLY AER-09038 1 HOUR HORIZONTAL ASSEMBLY


LIGHT GAUGE METAL ROOF TRUSS


A B

4

3.6

1' - 0"

1' - 0

"

4' - 2" 12 TREADS @ 11" = 11' - 0" 4' - 10"

20' - 0"

4 5/8" 17' - 10 1/2" 2' - 1 1/2"

4' - 4

"5"

4' - 4

"

9' - 1

"

5 1/

4"8'

- 0 1

/4"

7 1/

2"

4' - 2

"

1 TR

EAD

@ 1

1" =

11"4'

- 0"

STAIR A12

3a7.1

1' - 0

"1'

- 0"

A B

4

3.61' - 0" 1' - 0"

1' - 0"

4' - 2" 9 TREADS @ 11" = 8' - 3" 7' - 7"

4 5/8" 17' - 10 1/2" 2' - 1 1/2"

20' - 0"

4' - 4

"5"

4' - 4

"

9' - 1

" 1 1/2" OD PIPE GUARDRAIL WITH POSTS @ 4'-0" OC AND 3/4" PICKETS @ 4" OC - PAINTED

3a7.1

Sheet Number

Date

Project Number

Revisions

A R

C H

I T

E C

T U

R E

Indi

ana

3211

Gra

nt L

ine R

oad

Suite

30

New

Alba

ny, I

ndian

a 471

50[p

] 812

.944

.222

2[f]

812

.944

.112

2

819

Wes

t Main

Stre

et, S

uite

400

Loui

svill

e, Ke

ntuc

ky 4

0202

[p] 5

02.5

81.0

570

[f] 5

02.5

81.0

670

Kent

ucky

A r

c h

i t

e c

t u

r e

D e

s i

g n

P l

a n

n i

n g

Louisville Kentucky

CMT.1702

July 27, 2017

a7.1


Stair Plans and Sections

Scale: 3/4" = 1'-0"3 Stair Section

Scale: 1/4" = 1'-0"1 First Floor Plan - Stair A

Scale: 1/4" = 1'-0"2 Second Floor Plan - Stair A

D

4

5

O

3a7.2

1' - 0

"

1' - 0" 1' - 0"

1' - 0"

4' - 4"2 TREADS @ 11" = 1' - 10"

8' - 3 1/8"

5' - 9

"11

TRE

ADS

@ 1

1" =

10'

- 1"

4' - 2

"

20' -

0"

4' - 4"4"

4' - 4"

9' - 0"

STAIR B13

1 1/2" OD PIPE RAIL

11' -

4"

2"

14' - 5 1/8"

D

4

5

O

3a7.2

STAIR B24

4' - 2

"11

TRE

ADS

@ 1

1" =

10'

- 1"

9"

5' - 0

"

15' -

0"

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

9' - 0"

14' - 5 1/8"

1' - 0

"1'

- 0"

1' - 0

"

1' - 0

"4' - 8 1/2"

20' -

0"




4 5


12 E

QUAL

RIS

ERS

= 6

' - 3

"12

EQU

AL R

ISER

S =

6' -

3"

3 EQ

UAL R

ISER

S =

1' -

6"2'

- 6"

11' - 4 1/4"

3' - 8 7/8" 3' - 9 3/8" 3' - 9 3/8"

3" CONCRETE FILL ON 18 GAUGE STEEL LANDING PAN

STEEL STRINGER PAINTED

1 1/2" OD PIPE GUARDRAIL WITH POST @ 4'-0" OC MAX - PAINTED

1 1/2" OD PIPE HANDRAIL - PAINTED

3/4" PICKETS @ 4" OC MAX -PAINTED

3' - 6

"

2' - 1

0"

14' -

0"

2" CONCRETE FILL ON 14 GAUGE STEEL STAIR PANS

10' -

0"


4" CH STUDS @ 24" OC

1" SHAFT WALL LINER

USG ASSEMBLY AER-09038 1 HOUR HORIZONTAL ASSEMBLY

2' - 1

0"3' - 6

"

Sheet Number

Date

Project Number

Revisions

A R

C H

I T

E C

T U

R E

Indi

ana

3211

Gra

nt L

ine R

oad

Suite

30

New

Alba

ny, I

ndian

a 471

50[p

] 812

.944

.222

2[f]

812

.944

.112

2

819

Wes

t Main

Stre

et, S

uite

400

Loui

svill

e, Ke

ntuc

ky 4

0202

[p] 5

02.5

81.0

570

[f] 5

02.5

81.0

670

Kent

ucky

A r

c h

i t

e c

t u

r e

D e

s i

g n

P l

a n

n i

n g

Louisville Kentucky

CMT.1702

July 27, 2017

a7.2


Stair Plans and Sections

Scale: 1/4" = 1'-0"1 First Floor Plan - Stair B

Scale: 1/4" = 1'-0"2 Second Floor Plan - Second FloorScale: 3/4" = 1'-0"3 Stair Section




ABCDEFGH1

a9.1


2a9.1

3a9.1

E.1CONTINUOUS RIDGE VENT

PREFINISHED METAL ROOF

8" HALF ROUND METAL GUTTER

6" METAL DOWNSPOUT

1X3 BORAL TRIM

BORAL BRACKETS

ANDERSON E-SERIES DOUBLE HUNG WINDOW WITH 7/8" MUNTINS

SMOOTH HARDIE PANELS


ANDERSON E-SERIES FIXED WINDOWS WITH 7/8" MUNTINS


1X8 BORAL TRIM

1X6 BORAL TRIM

BORAL WINDOW SILL

CONCRETE PLANTER BOX





I23

4567


3.6 3.1 1.51.1 PREFINISHED METAL CAP

1X10 BORAL TRIM WITH ROUTED EDGE

3 1/4" CROWN MOLDING FRAMESMOOTH HARDIE PANEL

BORAL BRACKETS

4 1/4" CROWN MOLDING

ANDERSON E-SERIES DOULBE HUNG WINDOW WITH 1 1/8" MUNTINS

PRECAST WINDOW SILL

1X4 BORAL TRIMSMOOTH HARDIE PANEL

1" INSULATED GLASS

1" INSULATED GLASS

ANDERSON E-SERIES FIX WINDOWS

4" FACE BRICK


1X8 BORAL TRIM

1X6 BORAL TRIM

BORAL WINDOW SILL

PLANTER BOX


Sheet Number

Date

Project Number

Revisions

A R

C H

I T

E C

T U

R E

Indi

ana

3211

Gra

nt L

ine R

oad

Suite

30

New

Alba

ny, I

ndian

a 471

50[p

] 812

.944

.222

2[f]

812

.944

.112

2

819

Wes

t Main

Stre

et, S

uite

400

Loui

svill

e, Ke

ntuc

ky 4

0202

[p] 5

02.5

81.0

570

[f] 5

02.5

81.0

670

Kent

ucky

A r

c h

i t

e c

t u

r e

D e

s i

g n

P l

a n

n i

n g

Louisville Kentucky

CMT.1702

July 27, 2017

a8.1


Exterior Elevations

Scale: 1/4" = 1'-0"1 North Exterior Elevation

Scale: 1/4" = 1'-0"2 East Exterior Elevation





PREFINISHED METAL CAP



BORAL BRACKETS



PRECAST WINDOW SILL


1" INSULATED GLASS

1" INSULATED GLASS


4" FACE BRICK


1X8 BORAL TRIM

1X6 BORAL TRIM

BORAL WINDOW SILL


5"

9 1/

2"



O


NPREFINISHED METAL CAP


3 1/4" CROWN MOLDING FRAME

SMOOTH HARDIE PANEL

BORAL BRACKETS



PRECAST WINDOW SILL


1" INSULATED GLASS

1" INSULATED GLASS


4" FACE BRICK


1X8 BORAL TRIM

1X6 BORAL TRIM

BORAL WINDOW SILL


5"

9 1/

2"11"

1' - 1

1/4

"1' - 2

"

1' - 3

"

Sheet Number

Date

Project Number

Revisions

A R

C H

I T

E C

T U

R E

Indi

ana

3211

Gra

nt L

ine R

oad

Suite

30

New

Alba

ny, I

ndian

a 471

50[p

] 812

.944

.222

2[f]

812

.944

.112

2

819

Wes

t Main

Stre

et, S

uite

400

Loui

svill

e, Ke

ntuc

ky 4

0202

[p] 5

02.5

81.0

570

[f] 5

02.5

81.0

670

Kent

ucky

A r

c h

i t

e c

t u

r e

D e

s i

g n

P l

a n

n i

n g

Louisville Kentucky

CMT.1702

July 27, 2017

a8.2


Exterior Elevations

Scale: 1/4" = 1'-0"2 Exterior Elevation Main Entry

Scale: 1/4" = 1'-0"1 Exterior Elevation





P

PREFINISHED METAL CAP





PRECAST WINDOW SILL


1" INSULATED GLASS

1" INSULATED GLASS


4" FACE BRICK

BORAL BRACKETS


1X8 BORAL TRIM

1X6 BORAL TRIM

BORAL WINDOW SILL


2a9.2




I 2 3 4


3.63.11.51.1


8" HALF ROUND GUTTER

6" METAL DOWNSPOUT

ANDERSON E-SERIES DOUBLE HUNG WINDOW WITH 1 1/8" MUNTINS

PRECAST WINDOW SILL

PRECAST LINTEL




A B C




6" METAL DOWNSPOUT

ANDERSON E-SERIES DOUBLE HUNG WINDOW WITH 1 1/8" MUNTINS

PRECAST WINDOW SILL

PRECAST LINTEL

3a9.2

Sheet Number

Date

Project Number

Revisions

A R

C H

I T

E C

T U

R E

Indi

ana

3211

Gra

nt L

ine R

oad

Suite

30

New

Alba

ny, I

ndian

a 471

50[p

] 812

.944

.222

2[f]

812

.944

.112

2

819

Wes

t Main

Stre

et, S

uite

400

Loui

svill

e, Ke

ntuc

ky 4

0202

[p] 5

02.5

81.0

570

[f] 5

02.5

81.0

670

Kent

ucky

A r

c h

i t

e c

t u

r e

D e

s i

g n

P l

a n

n i

n g

Louisville Kentucky

CMT.1702

July 27, 2017

a8.3


Exterior Elevations

Scale: 1/4" = 1'-0"2 Exterior Elevation

Scale: 1/4" = 1'-0"3 West Exterior Elevation

Scale: 1/4" = 1'-0"1 South Exterior Elevation




I


1.1

6' - 8

1/4

"6'

- 3 1

/2"

2' - 1

0 1/

4"1'

- 11

3/4"

2' - 0

3/4

"7'

- 1 1

/4"

4' - 1

0 1/

4"1'

- 0"

3 5/8"

3"7 1/8"

4 1/4"2"

4" CONCRETE SLAB OVER 10 MIL POLYETHYLENE VAPOR BARRIER A 6" GRANULAR FILL

6" METAL RUNNER






BORAL WINDOW SILL

SOLID SURFACE WINDOW SILL

ANDERSON E-SERIES FIXED WINDOW WITH 1" LOW E4 GLASS

2X WOOD CONTINUOUS WOOD BLOCKING

6" METAL STUD BOX BEAM HEADER

1X4 TREATED BLOCK @ 24" OC

6" METAL RUNNER


PRE-CAST WINDOW SILL

ANDERSON E-SERIES DOUBLE HUNG WINDOW WITH 1" LOW E4 GLASS


(3) 6" METAL STUD BOX BEAM HEADER




RETARDER


PRE-FINISHED METAL ROOF

3" CONCRETE DECK OVER 6" METAL DECK

STEEL ANGLE



SMOOTH HARDIE BOARD PANEL

6" DOWNSPOUT




SMOOTH HARDIE BOARD

2X CONTINUOUS WOOD BLOCKING


3 3/8"1' - 5 1/4"3 3/8"

2' - 0"

5 1/

2"

3' - 1

0"12

' - 0

"14

' - 0

"

1' - 6"





I


1.1

2' - 0"


6" METAL RUNNER






2X4 TREATED WOOD FRAMING @ PILASTERS


6" METAL RUNNER









RETARDER



3" CONCERETE DECK OVER 6" METAL DECK

STEEL ANGLE




6" DOWNSPOUT



3 3/8"1' - 5 1/4"3 3/8"

BORAL BRACKET 7 1/2" WIDE

2" 1' - 9 7/8"

7 7/8"LINE OF HARDIE PANEL BEYOND

1X BORAL BOARDS WITH MITERED CORNERS

1X12 BOARL BASE WITH CHAMFERED TOP6'

- 8 1

/4"

6' - 3

1/2

"2'

- 10

1/4"

2' - 0

"12

' - 0

"

5 1/

2"

1' - 6"

3' - 1

0"12

' - 0

"14

' - 0

"






I


1.1

3 3/8"1' - 5 1/4"3 3/8"

2' - 0"

2' - 1

"6'

- 8 1

/4"

6' - 3

1/2

"2'

- 10

1/4"

2' - 0

"2'

- 0 1

/2"

7' - 1

1/4

"2'

- 10

1/4"

2' - 0

"1'

- 0"












3" CONCRETE FLOOR OVER .6" METAL DECK

6" METAL RUNNER

STEEL ANGLE





PRE-FINISHED METAL PARAPET CAP

4 1/4"5/8"

6"

1/2"

1 1/2"1 1/2"

3 5/8"

3' - 1

0"12

' - 0

"14

' - 0

"


6" METAL RUNNER






BORAL WINDOW SILL



9' - 1

1 1/

2"

Sheet Number

Date

Project Number

Revisions

A R

C H

I T

E C

T U

R E

Indi

ana

3211

Gra

nt L

ine R

oad

Suite

30

New

Alba

ny, I

ndian

a 471

50[p

] 812

.944

.222

2[f]

812

.944

.112

2

819

Wes

t Main

Stre

et, S

uite

400

Loui

svill

e, Ke

ntuc

ky 4

0202

[p] 5

02.5

81.0

570

[f] 5

02.5

81.0

670

Kent

ucky

A r

c h

i t

e c

t u

r e

D e

s i

g n

P l

a n

n i

n g

Louisville Kentucky

CMT.1702

July 27, 2017

a9.1


Wall Sections

Scale: 3/4" = 1'-0"1 Wall SectionScale: 3/4" = 1'-0"2 Wall Section






K


3 3/8"1' - 5 1/4"3 3/8"

2' - 0"












6" METAL RUNNER

STEEL ANGLE






4 1/4"5/8"

6"

1/2"

1 1/2"1 1/2"

3 5/8"

THRESHOLD SET IN BED OF SEALANT

1X8 BOARL TRIM

SMOOTH HARDIE BOARD

1X6 BOARL TRIM

SMOOTH HARDIE BOARD

1X6 BOARL TRIM

1X6 BOARL TRIM

3 5/8" METAL STUD FRAMING @ 16" OC


2' - 1

3/4

"2'

- 6 3

/4"

9 1/

4"6

1/4"

1' - 2

1/2

"1'

- 7 1

/2"

6' - 4

"2'

- 10"

2' - 0

"2'

- 0 1

/2"

9' - 1

1 1/

2"

2' - 2

"3'

- 10"

12' -

0"

14' -

0"

3' - 3 3/4"




O




6" METAL RUNNER



2 POUND SPRAY APPLIED POLYURETHANE FOAM INSULATION






ANDERSON E-SERIES DOUBLE HUNG WINDOW 1" LOW E4 GLASS



PRE-CAST LINTEL


STEEL BEAM

3" CONCRETE FLOOR OVER .6" METAL DECK6" METAL RUNNER






STEEL BEAM

6"11 5/8"6 3/8"

2' - 0"

6' - 0

"2'

- 10"

6' - 4

"2'

- 10"

4' - 1

0"6'

- 4"

2' - 1

0"2'

- 0"

1' - 0

"

7/8" HAT CHANNEL @ 16" OC

1' - 6"

6' - 0

"12

' - 0

"14

' - 0

"

32' -

0"

1' - 6"














4TRUSS BEARING 2ELEV. +129' - 10"


6" METAL RUNNER6" METAL STUDS @ 16" OC











PRE-CAST LINTEL


STEEL BEAM


6" METAL RUNNER







STEEL BEAM



5/8" TYPE "X" GYPSUM WALLBOARD OVER 6 MIL POLYETHYLENE VAPOR RETARDER




6"11 5/8"6 3/8"

2' - 0"

6' - 8

"6'

- 4"

2' - 1

0"4'

- 10"

6' - 4

"2'

- 10"

2' - 0

"1'

- 0"

15' -

10"

14' -

0"

7/8" HAT CHANNEL @ 16" OC



Sheet Number

Date

Project Number

Revisions

A R

C H

I T

E C

T U

R E

Indi

ana

3211

Gra

nt L

ine R

oad

Suite

30

New

Alba

ny, I

ndian

a 471

50[p

] 812

.944

.222

2[f]

812

.944

.112

2

819

Wes

t Main

Stre

et, S

uite

400

Loui

svill

e, Ke

ntuc

ky 4

0202

[p] 5

02.5

81.0

570

[f] 5

02.5

81.0

670

Kent

ucky

A r

c h

i t

e c

t u

r e

D e

s i

g n

P l

a n

n i

n g

Louisville Kentucky

CMT.1702

July 27, 2017

a9.2


Wall Sections

Scale: 3/4" = 1'-0"1 Wall SectionScale: 3/4" = 1'-0"2 Wall Section


Documents

CMTA Office Building · Project Number Revisions A R C H I T E C T U R E Indiana 3211 Grant Line Road Suite 30 New Albany, Indiana 47150 [p] 812.944.2222 [f] 812.944.1122 Kentucky