CMHA PERMIT SET FOR FIRE RESTORATION OF UNIT · qtb quarry tile base qty quantity r radius rad radius rb rubber base rec recommend/ recommended recp reception ref refrigerator reinf

101 DOOR NUMBER

ROOM NUMBER

WINDOW TAG

ROOMNAME1000

BORROWED LITE TAG

LOUVER TAG

WALL TYPE TAG

FURNITURE TAG

BATHROOM ACCESSORY TAG

CODED NOTE KEYTAG

W10

00BL

1001

L1000

15B

A1

N

1

A ALIGN SURFACES

VERTICAL ELEVATION MARK

Drawing Title

Scale: 1/8" =1'-0"

A101 A100

1

SHEET DRAWING TAKEN FROM

DRAWING NUMBER

DRAWING TITLE TAG

A101 A100

1

SHEET DRAWING IS LOCATED

DETAIL NUMBER

A101 A300

1

SHEET SECTION DRAWING IS LOCATED

SECTION NUMBER

SHEET TITLE TAG APPEARS ON

SHEET DRAWING IS ON

SHEET SECTION TAG APPEARS ON

1

A101

SHEET NUMBER

ELEVATION NUMBER

DISPLAY/CASEWORK TAGA1

DETAIL TITLE TAG

SECTION TAG

A300

1

SHEET ELEVATION DRAWING IS LOCATED

EXTERIOR ELEVATION NUMBER

EXTERIOR ELEVATION TAG

INTERIOR ELEVATION TAG

1

DRAWING REVISION NUMBER

PROJECTNORTH

TRUENORTH

NORTH ARROW

SMOKE DETECTOR

836 DUTCH COLONY DRIVE

FRONT

BACK

DNK ARCHITECTS, INC 2019

DISCIPLINE-SHEET NUMBER:

REVIEWED BY:

ISSUED BY:

copyrightC

SHEET TITLE:

ISSUE DATE:

DRAWN BY:

PROJECT NO.

SEAL:

ALL REPORTS, PLANS, SPECIFICATIONS AND NOTES PREPARED BY DNK ARCHITECTS,INC. AS INSTRUMENTS OF SERVICE SHAL REMAIN THE PROPERTY OF THE DESIGNPROFESSIONAL. DNK ARCHITECTS, INC. SHALL RETAIN ALL COMMON LAW STATUTORYAND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THEREOF.

REVISIONS

2616 Central Parkway,Cincinnati, OH 45214

513-948-4146

KEY PLAN

ABBREVIATIONS

PROJECT TEAM

STTAEOFO OHI

SI I

R

RR

E

E E

EG

T TTC

CHAD

DAVIDN.

KIRK10098

David Kirk, License #10098Expiration Date 12/31/2021

GENERAL NOTESCODE INFORMATION

PROJECT INDEXSYMBOLS

PROJECT PERSPECTIVE

12/18/2019 5:05:46 PM C:\Users\mtzioumis\Documents\1916.CMHA Findlater 836 Dutch Colony_NEW_DavidKirk5450.rvt

T001

D.K.A.I.

12.19.2019

1916 M.T.

CMHAPERMIT SET FOR FIRE RESTORATION OF UNIT

COVER SHEET

CMHA

PERM

IT S

ET F

OR F

IRE

REST

ORAT

ION

OF U

NIT

836 D

UTCH

COL

ONY

DR, C

INCI

NNAT

I, OH

4523

2

836 DUTCH COLONY DR, CINCINNATI, OH 45232

DRAWING NO. SHEET DESCRIPTION

GENERALT001 COVER SHEET

ARCHITECTURALA101 PLANS & INTERIOR ELEVATIONSA102 ELEVATIONSA105 SCHEDULES, DETAILS, WALL TYPESA106 SPEC SHEETSA107 SPEC SHEETSA108 SPEC SHEETS

MECHANICALH-1 HVAC FLOOR PLANS, NOTES & SCHEDULES

ELECTRICALE-1 ELECTRICAL FLOOR PLANS

PLUMBINGP-1 PLUMBING FLOOR PLANS

REFERENCE SYMBOLS LEGEND

L.F. LINEAL FEETM.R. MOISTURE RESISTANTMAINT MAINTENANCEMAT MATERIALMAX MAXIMUMMDF MEDIUM DENSITY FIBERBOARDMH. MANHOLEMIN MINUTESMIN MINIMUMMTL. METALMUTCD MANUAL OF UNIFORM TRAFFIC CONTROL

DEVICESN.I.C. NOT IN CONTRACTN/A NOT APPLICABLENLB NOT LOAD BEARINGNTS. NOT TO SCALEO.C. ON CENTERO.H. OPPOSITE HANDOD. OUTSIDE DIMENSIONOPNG OPENINGPCP PORTLAND CEMENT PLASTERPLAM PLASTIC LAMINATEPREP PREPAREPROP PROPERTYPSI POUNDS PER SQUARE INCHPT. POINTQT QUARRY TILEQTB QUARRY TILE BASEQTY QUANTITYR RADIUSRAD RADIUSRB RUBBER BASEREC RECOMMEND/ RECOMMENDEDRECP RECEPTIONREF REFRIGERATORREINF REINFORCINGRM ROOMRMS ROOMSRT RUBBER TREADS.C.D. TOILET SEAT COVER DISPENSERS.F. SQUARE FOOTS.S. STAINLESS STEELSC SEALED CONCRETESCH SCHEDULESCHED SCHEDULESHF. SHELFSIM SIMILARSPECS SPECIFICATIONSSQ SQUARESTD STANDARDSTL. STEELSTN STAINLESSSTRUCT STRUCTURE / STRUCTURALT.O.S. TOP OF STEELT.P. TOILET PARTITIONT.T.D. TOILET TISSUE DISPENSERT/ TOP OFTYP TYPICALU.N.O. UNLESS NOTED OTHERWISEU.O.N. UNLESS OTHERWISE NOTEDVCT VINYL COMPOSITE TILEVERT VERTICALVRB VENTED RUBBER BASEVSF VINYL SHEET FLOORINGW.C. WATER CLOSETW/ WITHWD WOODWF WOOD FLOORING

'G WORD + INGA.F.F.- ABOVE FINISHED FLOORACT.- ACOUSTICAL CEILING TILEADA.- AMERICANS WITH DISABILITIES ACTADD'L.- ADDITIONALADJ.- ADJUSTABLEALUM.- ALUMINUMANSI.- AMERICAN NATIONAL STANDARDS

INSTITUTEASTM.- AMERICAN SOCIETY FOR TESTING AND

MATERIALSB&B- BALLED AND BURLAPPEDB/- BOTTOM OFBD.- BOARDBLDG.- BUILDINGBLKG.- BLOCKINGBOC. BACK OF CURBBOS. BOTTOM OF STEELBTM. BOTTOMBTWN. BETWEENBYND BEYONDC.P. CENTER POINTCAL. CALIPERCAL. CALIPERCFMF COLD FORMED METAL FRAMINGCL. CENTER LINECLG CEILINGCM CONSTRUCTION MANAGEMENTCONSTR CONSTRUCTIONCRS. COURSINGCT. CERAMIC TILECTB CERAMIC TILE BASECTR CENTERDF DRINKING FOUNTAINDIA DIAMETERDN DOWNDR DOORDTL. DETAILDWG. (S.) DRAWING (S)DWR DRAWEREL. ELEVATIONEQUIP EQUIPMENTEXIST EXISTINGEXP. EXPOSEDEXT EXTERIORF.N.D. FEMININE NAPKIN DISPENSERF.N.R. FEMININE NAPKIN RECEPTACLEFIN FINISH (ED)FLR FLOORFOC FACE OF CURBG.B. GRAB BARGA GAUGEGALV GALVANIZEDGYP. GYPSUMH.P. HIGH POINTHB HOSE BIBHDW. HARDWAREHGT HEIGHTHM HOLLOW METALHORIZ HORIZONTALHPL HIGH PRESSURE LAMINATEHRS HOURSHT HEIGHTID INSIDE DIAMETERIN. DIA INSIDE DIAMETERINSUL INSULATIONINT INTERIORL.B. LOAD BEARING

ARCHITECT/LANDSCAPE ARCHITECT:

DNK ARCHITECTS, Inc.2616 CENTRAL PARKWAYCINCINNATI, OHIO 45214PH: 513-948-4146 FAX: 513-679-4712

MECHANICAL/ELECTRICAL/PLUMBING:

HAL-PE Associates Engineering Services, Inc.530 W 9th StNewport, KY 41071PH: (859) 431-6083

OWNER:

Cincinnati Metropolitan Housing Authority

Cincinnati, OH 45214PH: (513) 721-4580 FAX: (513) 977-5606

1627 Western Ave

1. THIS SET OF DRAWINGS ARE FOR SECURING A BUILDING PERMIT FOR RESTORING THE EXISTING PROPERTY BACK TO THE PRE-FIRE CONDITION. THERE HAS NOT BEEN A STRUCTURAL, MECHANICAL, ELECTRICAL ANALYSIS DONE ON THE PROPOERTY. THE FIRE DID NOT COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING.

2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE 2017 CINCINNATI-OHIO BUILDING CODE AND OTHER APPLICABLE BUILDING CODES FEDERAL STATE AND LOCAL CODES AND ORDINANCES.

3. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE POSSIBILITY OF ASBESTOS CONTAINING MATERIALS IN THE PROJECT AREA. IN ADDITION, THE CONTRACTOR SHALL CHECK FOR THE PRESENCE OF LEAD ON PAINTED SURFACES WHENEVER WORK IS DONE WHICH COULD CREATE A POSSIBLE SOURCE OF LEAD EXPOSURE. IF ANY SUCH MATERIALS ARE ENCOUNTERED,THE OWNER SHALL BE NOTIFIED AND THE WORK IN THE IMMEDIATE AREA SHALL CEASE UNTIL SUCH TIME THAT THE OWNER HAS REMOVED THE ASBESTOS OR HAS IMPLEMENTED APPROPRIATE LEAD RELATED MEASURES. FURTHERMORE, THE CONTRACTOR SHALL NOT INTRODUCE ANYTHING CONTAINING ASBESTOS OR LEAD TO THE SITE. CONTRACTOR SHALL NOT USE ANY ASBESTOS OR LEAD CONTAINING PRODUCTS.

4. COMPLY WITH ALL CURRENT "HAZARDOUS MATERIALS COMMUNICATIONS" (HAZCOM) REQUIREMENTS WHEN EXECUTING CONSTRUCTION WORK WITHIN THE BUILDING. THE CONTRACTOR SHALL OBTAIN "MATERIAL SAFETY DATA SHEETS" (MSDS) FOR ALL HAZARDOUS MATERIALS TO BE USED ON THE PROJECT. OBTAIN DATA SHEETS FROM THE MANUFACTURERS AND DELIVER TO THE ARCHITECT/OWNER PRIOR TO USING SUCH SUBSTANCES ON SITE. THE CONTRACTOR SHALL ALSO COMPLY WITH LAWS, ORDINANCES, RULES, AND REGULATIONS OF FEDERAL, STATE, REGIONAL, AND LOCAL AUTHORITIES REGARDING HANDLING, STORING, TRANSPORTING, AND DISPOSING OF HAZARDOUS MATERIAL. PRIOR TO TRANSPORTING ANY HAZARDOUS.

5. CONTRACTORS SHALL NOTE THAT THE OWNER WILL OCCUPY ADJACENT AREAS FOR PERFORMANCE OF NORMAL BUSINESS ACTIVITIES DURING CONSTRUCTION. CONTRACTORS SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT ADJACENT SPACES, EQUIPMENT, SERVICES, ETC., FROM DAMAGE DURING THE WORK. ANY SUCH DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. ADJACENT AREAS TO REMAIN OPERATIONAL AND SECURED. MAKE PROVISIONS TO PREVENT MIGRATION OF DEMOLITION OR CONSTRUCTION CONTAMINANTS INTO THE OCCUPIED AREAS. EMERGENCY EXIT PATHS SHALL BE MAINTAINED AT ALL TIMES.

6. EXAMINE THE SITE AND PORTIONS THEREOF WHICH AFFECT THE WORK AND VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS. NO ADDITIONAL EXPENSE SHALL BE ALLOWED WHICH RESULTS FROM FAILURE TO PERFORM THIS EXAMINATION.

7. VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS, INCLUDING BUT NOT LIMITED TO WALLS, FLOORS, MECHANICAL CONSTRUCTION, EXISTING CONSTRUCTION TO REMAIN AND EXISTING CONSTRUCTION TO BE DEMOLISHED.

8. COORDINATE THE SIZE AND LOCATION OF ALL NEW M.E.P. ITEMS OR OPENINGS WITH THE APPROPRIATE CONTRACTORS. PROPERLY SEAL ALL CONDUITS, PIPES, AND SYSTEMS WHICH PENETRATE FIRE-RATED WALLS AND PARTITIONS WITH CLASSIFIED SYSTEMS BY UNDERWRITERS LABORATORIES, INC.

9. ALL PENETRATIONS THROUGH STRUCTURAL MEMBERS, CEILING, ROOF AND FLOOR SLABS SHALL REQUIRE APPROVAL BY THE ARCHITECT AND OWNER PRIOR TO PERFORMING THE WORK.

10. CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH EXISTING M.E.P. ITEMS AND COORDINATE THE DISCONNECTING, CAPPING, PLUGGING, ETC. WITH BOTH OWNER'S REPRESENTATIVE AND M.E.P. CONTRACTORS PRIOR TO STARTING DEMOLITION WORK. MAINTAIN CONTINUITY OF ALL SERVICES, CIRCUITS AND EQUIPMENT NOT SCHEDULED FOR DEMOLITION OR REWORK.

11. EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED, SALVAGED, REINSTALLED, OR OTHERWISE INDICATED TO REMAIN, DEMOLISHED MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY AND SHALL BE REMOVED FROM THE PROJECT SITE AND PROPERLY DISPOSED OF. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE.

12. PRIOR TO THE SUBMISSION OF BIDS, THE ARCHITECT SHALL BE NOTIFIED OF ANY ERRORS, CONFLICTS OR OMISSIONS IN THE CONTRACT DOCUMENTS.

13. ALL MATERIALS, FIXTURES AND EQUIPMENT INDICATED IN THE CONSTRUCTION DOCUMENTS SHALL BE NEW AND SPECIFIED UNLESS IDENTIFIED OTHERWISE.

14. CONTRACTORS SHALL SCHEDULE AND ARRANGE FOR ALL REQUIRED LEGAL INSPECTIONS.15. SPECIFICATIONS AND ADDENDA ARE MADE AN INTEGRAL PART OF THESE DRAWINGS.16. NEW CONSTRUCTION ABUTTING EXISTING CONSTRUCTION IN THE SAME PLANE SHALL BE FLUSH

UNLESS NOTED OTHERWISE.17. DIMENSIONS INDICATED ON PLANS ARE TO FACE OF PARTITIONS UNLESS NOTED OTHERWISE.18. PATCH AND REPAIR ALL AREAS WITHIN THE SCOPE OF THE PROJECT AND ADJACENT TO THE

PROJECT LIMITS WHICH HAVE BEEN AFFECTED BY DEMOLITION AND GENERAL CONSTRUCTION ACTIVITIES.

19. CLEAN IMMEDIATE WORK AREAS AND REMOVE DEBRIS FROM THE JOB SITE ON A DAILY BASIS.20. NOTIFY THE OWNER PRIOR TO PROCEEDING WITH ANY WORK THAT WOULD BE AFFECTED BY

UTILITIES NOTED TO BE REMOVED.21. TAPE AND FILL ALL JOINTS IN GYPSUM WALLBOARD PANELS, READY FOR PAINTING. 22. DO NOT SCALE FROM THE DRAWINGS. WRITTEN DIMENSIONS SHALL ALWAYS TAKE PRECEDENCE.

THE ARCHITECT SHALL BE NOTIFIED OF ANY CONFLICTS IN DIMENSIONING.23. ALL FLOORS ON EITHER SIDE OF DOORWAY OR OPENING SHALL BE LEVEL AND HAVE A MAXIMUM

ELEVATION DIFFERENCE OR THRESHOLD HEIGHT OF 1/2".24. PROVIDE ALL REQUIRED BLOCKING, FURRING AND BACKING FOR ANY WALL MOUNTED FIXTURES,

CABINETS, SHELVING, AND ACCESSORIES.25. INSTALL METAL EDGE TRIM ACCESSORIES AT ALL EXPOSED GYPSUM WALL BOARD OUTSIDE

CORNERS AND WHERE GYPSUM WALL BOARD TERMINATES INTO ANOTHER MATERIAL.26. VERIFY AND COORDINATE ALL PHASING OF PROJECT WITH OWNER'S REPRESENTATIVE.27. PROVIDE CAULK AT ALL DISSIMILAR MATERIALS UNLESS NOTED OTHERWISE.28. ALL EXISTING CONCRETE FLOORS SCHEDULED TO HAVE NEW FLOORING SHALL BE LEVEL TO WITHIN

1/8" OVER 10'-0" AND MEET ALL FLOORING MANUFACTURER'S REQUIREMENTS FOR PATCHING, LEVELING AND INSTALLATION BEFORE FINISH FLOORING IS APPLIED.

29. PLUMBING DAMAGED BY FIRE SHALL COMPLY WITH PLUMBING DRAWINGS TO FULL OPERATING CONDITION COMPLYING WITH THE CITY OF CINCINNATI 2017 PLUMBING CODE.

30. ELECTRICAL SERVICES SHALL BE INSTALLED PER ELECTRICAL DRAWINGS IN THIS SET OF DOCUMENTS. TO COMPLY WITH NEC. ELECTRICAL SHALL BE INSPECTED BY THE INSPECTION BUREAU INCORPORATED.

31. REPLACE/INSTALL NEW FURNACES IN UNIT. INSTALL NEW DUCTWORK IN SAME UNIT. SEE MECHANICAL DRAWINGS IN THIS SET OF DOCUMENTS.

32. OWNER TO DIRECT THE INSTALLATION OF AIR CONDITION CONDENSING UNITS.33. KITCHEN APPLIANCE PROVIDED BY OWNER INSTALLED BY CONTRACTOR. 34. INSTALL U.L. APPROVED FIRE STOPPING AT ALL PENETRATIONS OF DEMISING WALLS, INCLUDING

WALL OUTLETS.35. CONTRACTOR SHALL VERIFY BY TESTING THAT EXIST. PLUMBING LINES MEET REQUIED PRESSURE

TEST.REMOVE ALL ELECTRICAL WIRING BACK TO ELECTRICAL PANELS.36. REMOVE ALL EXISTING JUNCTION BOXES, FIXTURES, OUTLET, &SWITCH BOXES.

PROJECT DESCRIPTION:THE PROJECT CONSISTS OF THE RESTORATION OF AN EXISTING UNIT DAMAGED BY FIRE.

THE EXISTING AREA, USE GROUP, AND OCCUPANT LOAD FOR THIS PORTION OF THE BUILDING REMAINS UNCHANGED.

APPLICABLE BUILDING CODES:2017 OHIO BUILDING CODE

GROSS AREA OF UNIT: 953 SFTAREA OF RENOVATION: 953 SFT

OCCUPANCY GROUP:R2 (NO CHANGE)

EXISTING CONSTRUCTION TYPE:3B (NO CHANGE)

FIRE SUPRESSION:NOT REQUIREDFIRE ALARM

No. Date Description

W

WH

A102

4

A102

3

KITCHEN / DINING

LIVING RM

FRIDGE

SINK

STOVEELEC.PANELS

MECH. CL.

STORAGE

WASHER/DRYER

D01

D02

D03

D04

W05

W01 W02

A101 7

8

1

1

1

1

1

2

9' - 4

"

6' - 0"

NEW WASHER AND DRYER BY OWNER

6

6

2

7

8

8

3' - 0"

12

4' - 0"

3A105

SCREEN DOOR A102

4

A102

3

BEDROOM 1

BEDROOM 2 BEDROOM 3

3' - 0"

8' 1" H

RESTROOM

HALLWAY

LINEN CL.

CLOSET

CLOSET

CLOSET

D08

D06D07 D05

D12D10

D11

D13

W03 W04

W06

A101 9

10

4

4

4

4

4

6

6

6

6

6

6

6

8

8 8

8

9

10

11

EMERGENCY EGRESS NOTE:EMERGENCY EGRESS WINDOW MUST HAVE A 5.7 SQFT CLR. OPENING,SILL HEIGHT- ∠44", MIN NET CLR. OPENING HGHT- 24", MIN NET CLR OPENING WIDTH- 20"

EMERGENCY EGRESS NOTE:EMERGENCY EGRESS WINDOW MUST HAVE A 5.7 SQFT CLR. OPENING,SILL HEIGHT- ∠44", MIN NET CLR. OPENING HGHT- 24", MIN NET CLR OPENING WIDTH- 20"

4

43

13

13

13

13

5

5

5

5

5

55

5

5

4

4

4

4

4

SMOKE DETECTOR

SMOKE DETECTOR

A102

1

A102

2

KITCHEN / DINING

WASHER/DRYER

LIVING RM

STORAGE

MECH. CL.

A102

1

A102

2

BEDROOM 1

BEDROOM 3BEDROOM 2

CLOSET

RESTROOM

LINEN CL.

CLOSET

CLOSET

HALLWAY

1 2 3 4 5

6 7 8

11

3' - 0

"

BROAN 30" DUCTLESS RANGE HOOD BUEZ130WW

GE 30" FREE STANDING GAS RANGE JGBS30DEKWW

SEE P-1 FOR SINK INFORMATION

2A105

1' - 6

"2'

- 6"

1' - 6

"

1' - 0

"

5 9

10

GE 18.1 CU. FT. TOP-FREEZER REFRIGERATOR GTS18GTHWW

3' - 0

"1'

- 6"

2' - 6

"

9

10

11

2' - 9

1/2"

9


DISCIPLINE - SHEET NUMBER:

REVIEWED BY:

ISSUED BY:

copyrightC

SHEET TITLE:

ISSUE DATE:

DRAWN BY:

PROJECT NO.

SEAL:


REVISIONS


513-948-4146

STTAEOFO OHI

SI I

R

RR

E

E E

EG

T TTC

CHAD

DAVIDN.

KIRK10098



A101

PLANS &INTERIOR

ELEVATIONS

D.K.A.I.

12.19.2019

1916

CMHA

PERM

IT S

ET F

OR F

IRE

REST

ORAT

ION

OF U

NIT

836

DU

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CO

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, OH

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32

M.T.

1/4" = 1'-0"A101 A101

3 FIRST FLOOR PROPOSED PLAN 1/4" = 1'-0"A101 A101

4 SECOND FLOOR PROPOSED PLAN

1/4" = 1'-0"A101 A101

1 FIRST FLOOR PROPOSED RCP 1/4" = 1'-0"A101 A101

2 SECOND FLOOR PROPOSED RCP

1 3" GLASS FIBER BATT INSULATION WIITH 2 LAYERS OF 5/8"TYPE X FIRE RATED GWB. ON EXISTINGWOOD STUDS, UNIT 836 SIDE ONLY. FIRE RATING SIMILAR TO U.L. DESIGN U301.

2 5/8" GWB. ON EXISTING WD. STUD THIS SIDE.3 5/8" GWB. ON EXISTING WD. STUD SOFFIT.4 BATT INSULATION WIITH 2 LAYERS OF 5/8" TYPE X FIRE RATED GWB. ON EXISTING WOOD STUD UP TO

UNDERSIDE OF ROOF SHEATHING. FIRE RATING SIMILAR TO UL DESIGN U301.5 NEW 5/8" TYPE X FIRE RATED GWB. CEILING, NEW 4" FIBER GLASS BATT INSULATION ABOVE GYP.

BRD.. SIMILAR TO UL FIRE RATING NO. P522.6 NEW 5/8" GWB. ON EXISTING STUDS BOTH SIDES.7 NEW VINYL STAIR TREADS.8 NEW INSULATION AND 5/8" GWB. ON EXISTING STUDS, INTERIOR WALL SURFACE. TO UNDERSIDE OF

CEILING SHEATHING.9 NEW BATHTUB, FAUCET, SHOWERHEAD, AND TUB SURROUND AT EXISTING HOOK-UP LOCATIONS.

SEE SHEET P-1.10 NEW WATER CLOSET AT EXISTING HOOK-UP LOCATION. SEE SHEET P-111 NEW VANITY 24" CABINET WITH COUNTER/ SINK AND WALL MOUNTED MIRROR12 NEW 3'-0" OPENING. REMOVE EXISTING UNSUPPORTED BEAM AND STUDS FOR LOCATION OF NEW

OPENING. SEE DETAIL 3/A105 FOR NEW BEAM AND SUPPORT DETAIL.13 NEW 5/8" TYPE X FIRE RATED GWB. CEILING.

CODED NOTES CONSTRUCTION:0

GENERAL NOTES:

1. ALL ELECTRICAL TO BE REPLACED BY OTHER.2. ALL HVAC TO BE REPLACED BY OTHER.3. ALL DOORS AND FRAMES ARE NEW, CONSTRUCTION TO FIELD VARIFY ALL DIMENSIONS PRIOR TO

ORDERING . DOOR SCHEDULE ON A105 FOR REFERENCE ONLY. SEE SPECIFICATIONS FOR DETAILS.4. ALL EXISTING WINDOWS TO BE REMOVED. NEW WINDOWS TO BE PUT IN THEIR PLACE, CONSTRUCTION

TO FIELD VARIFY AL DIMENSIONS PRIOR TO ORDERING. WINDOW SCHEDULE ON A105 FOR REFERENCE ONLY. SEE SPECIFICATIONS FOR DETAILS.

5. CASEWORK AND CASEWORK SCHEDULE ON A105 FOR REFERENCE ONLY. CONSTRUCTION TO FIELD VARIFY ALL SIZES AND QUANTITES PRIOR TO ORDERING. SEE SPECIFICATIONS FOR DETAILS.

6.

1/4" = 1'-0"A101 A101

5 FIRST FLOOR DEMOLITION PLAN 1/4" = 1'-0"A101 A101

6 SECOND FLOOR DEMOLITION PLAN

1/4" = 1'-0"A101 A101

7 KITCHEN ELEVATION 1

1/4" = 1'-0"A101 A101

8 KITCHEN ELEVATION 2

1/4" = 1'-0"A101 A101

9 RESTROOM ELEVATION 1 1/4" = 1'-0"A101 A101

10 RESTROOM ELEVATION 2PROJECT

NORTH

0 -SEE CASEWORK SCHEDULE ON A105 FOR CASEWORK INFORMATION


W03 W04

W01 W02

HATCH SHOWS APPROXIMATE AREA OF NEW SIDING TO MATCH EXISTING. SIDING TO BE TOOTHED INTO EXISTING SIDING SO AS NOT TO HAVE A VERTICAL SEAM.

REPLACE INSULATOIN BRD. AS REQUIRED, FIELD VARIFY.

D04

UNIT 836

W06

W05D01

UNIT 836

UNIT 836

HATCH SHOWS APPROXIMATE AREA OF FIRE DAMAGED EXTERIOR SIDING TO BE REMOVED

UNIT 836



REVIEWED BY:

ISSUED BY:

copyrightC

SHEET TITLE:

ISSUE DATE:

DRAWN BY:

PROJECT NO.

SEAL:


REVISIONS


513-948-4146

STTAEOFO OHI

SI I

R

RR

E

E E

EG

T TTC

CHAD

DAVIDN.

KIRK10098



A102

ELEVATIONS

D.K.A..I.

12.19.2019

1916

CMHA

PERM

IT S

ET F

OR F

IRE

REST

ORAT

ION

OF U

NIT

836

DU

TCH

CO

LON

Y D

R, C

INC

INN

ATI

, OH

452

32

M.T.

1/4" = 1'-0"A102 A101

3 FRONT PROPOSED ELEVATION 1/4" = 1'-0"A102 A101

4 REAR PROPOSED ELEVATION

1/4" = 1'-0"A102 A101

2 REAR DEMO ELEVATION 1/4" = 1'-0"A102 A101

1 FRONT DEMO ELEVATION

GENERAL NOTES:1. ALL ELECTRICAL TO BE REPLACED BY OTHER.2. ALL HVAC TO BE REPLACED BY OTHER.3. ALL DOORS AND FRAMES ARE NEW, CONSTRUCTION TO FIELD VARIFY ALL DIMENSIONS PRIOR TO

ORDERING . DOOR SCHEDULE ON A105 FOR REFERENCE ONLY. SEE SPECIFICATIONS FOR DETAILS.4. ALL EXISTING WINDOWS TO BE REMOVED. NEW WINDOWS TO BE PUT IN THEIR PLACE, CONSTRUCTION

TO FIELD VARIFY AL DIMENSIONS PRIOR TO ORDERING. WINDOW SCHEDULE ON A105 FOR REFERENCE ONLY. SEE SPECIFICATIONS FOR DETAILS.

5. DAMAGED ROOFING MATERIALS TO BE REMOVED AND REPLACED, SEE SPECIFICATIONS FOR DETAILS.


2" 2"

2"

1

2" 2"2"

2

SEE

SCHE

D.

SEE SCHED.

1 2

SEE SCHED.

SEE

SCHE

D.

SEE

SCHE

D.

SEE SCHED.

4

SEE

SCHE

D.

SEE SCHED.

5

1' - 0"

1' - 1 1/2" ±

4" 3"

BASE AS SCHEDULEDNON-COMBUSTIBLE WOOD BLOCKING

PROVIDE 20 GA MTL STRAPPING OR NON-COM. WOOD BLOCKING AS REQUIRED IN STUD TO SUPPORT BASE CABINET. TYP.

OWNER SPECIFIED COUNTERTOP WITH BACK AND SIDE SPLASH

6"

PROVIDE 20 GA MTL STRAPPING OR NON-COM. WOOD BLOCKING AS REQUIRED IN STUD TO SUPPORT WALL CABINET. TYP.

1 1/2"

1"

3' - 0

"4'

- 0"

4"

OWNER SPECIFIED BASE CABINETS

1' - 6

"

FINISHED FLOOR

OWNER SPECIFIED WALL CABINETS

2- 2X8 WD BEAMSINSTALL BEAMS ON DOUBLED 2X4 WD STUDS EACH SIDE OF OPENING.

DOUBLED 2X4 WD STUDS.

BEAM ABOVE

CEILING

5/8" GYP. BRD.



REVIEWED BY:

ISSUED BY:

copyrightC

SHEET TITLE:

ISSUE DATE:

DRAWN BY:

PROJECT NO.

SEAL:


REVISIONS


513-948-4146

STTAEOFO OHI

SI I

R

RR

E

E E

EG

T TTC

CHAD

DAVIDN.

KIRK10098



A105

SCHEDULES,DETAILS, WALL

TYPES

D.K.M.T.

12.19.2019

1916

CMHA

PERM

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ET F

OR F

IRE

REST

ORAT

ION

OF U

NIT

836

DU

TCH

CO

LON

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INC

INN

ATI

, OH

452

32

M.T.

ROOM FINISH SCHEDULE

ROOMNO. ROOM NAME

WALL FINISH FLOORFINISH

BASEFINISH

CEILINGFINISH

CEILINGHEIGHT DOOR FRAMEN E S W

1 KITCHEN / DINING PT PT PT PT LVT PT2 MECH. CL. - - - - LVT -3 WASHER/DRYER PT PT PT PT LVT PT -4 LIVING RM PT PT PT PT LVT PT5 STORAGE PT PT PT PT LVT PT WD WD6 HALLWAY PT PT PT PT HWF PT WD WD7 LINEN CL. PT PT PT PT HWF PT WD WD8 RESTROOM PT PT PT PT CT/GR CT/GR PT WD WD9 BEDROOM 3 PT PT PT PT HWF PT WD WD10 CLOSET PT PT PT PT HWF PT WD WD11 BEDROOM 1 PT PT PT PT HWF PT WD WD12 CLOSET PT PT PT PT HWF PT WD WD13 BEDROOM 2 PT PT PT PT HWF PT WD WD14 CLOSET PT PT PT PT HWF PT WD WD

DOOR SCHEDULE

DOORNUMBER ROOM NAME TYPE

DOOR DOOR DOOR DOOR FIRERATING HARDWARE

LOCKSETTYPE

FRAME FRAMECOMMENTSWIDTH HEIGHT THICKNESS MATERIAL TYPE MATERIAL

D01 KITCHEN / DINING 2 3' - 0" 6' - 8" 0' - 1 3/4" STEEL - 01 EXTERIOR 1 HM 1, 2D02 MECH. CL. 4 4' - 0" 6' - 8" 0' - 1 3/4" WD NONE 2 HMD03 STORAGE 1 2' - 4" 6' - 8" 0' - 1 3/4" WD - NONE 1 HMD04 LIVING RM 1 3' - 0" 6' - 8" 0' - 1 3/4" STEEL - 02 EXTERIOR 1 HM 2D05 LINEN CL. 1 1' - 8" 6' - 8" 0' - 1 3/4" WD - NONE 1 HMD06 RESTROOM 1 2' - 1" 6' - 8" 0' - 1 3/4" WD - PRIVACY 1 HM 2D07 BEDROOM 1 1 2' - 6" 6' - 8" 0' - 1 3/4" WD - PRIVACY 1 HM 2D08 CLOSET 5 4' - 2" 6' - 8" 0' - 1 1/2" WD NONE 2 HM BI-FOLD DRD10 BEDROOM 2 1 2' - 6" 6' - 8" 0' - 1 3/4" WD - PRIVACY 1 HM 2D11 CLOSET 5 3' - 11" 6' - 8" 0' - 1 1/2" WD NONE 2 HM BI-FOLD DRD12 BEDROOM 3 1 2' - 8" 6' - 8" 0' - 1 3/4" WD - PRIVACY 1 HM 2D13 CLOSET 5 2' - 6" 6' - 8" 0' - 1 1/2" WD NONE 2 HM BI-FOLD DR

WINDOW SCHEDULE

MarkSIZE

MODEL TYPE MATERIAL CommentsWIDTH HEIGHT

W01 3' - 0" 4' - 2" NORTHERN BUILDING PRODUCTS#2501 W/ LOW E & ARGON

DOUBLE HUNG ALUMINUM, BRONZE FINISH 1







W05 4' - 0 1/2" 4' - 2 1/2" NORTHERN BUILDING PRODUCTS#2501 W/ LOW E & ARGON




1/4" = 1'-0"A105 A105

5 DOOR FRAME TYPES 1/4" = 1'-0"A105 A105

1 DOOR TYPES

CT- CERAMIC TILEGR- TILE GROUTLVT- LUXURY VINYL TILEPT- PAINTPL- PLASTIC LAMINATEVT- VINYL TREADHWF- HARDWOOD FLOORWD- WOOD

FINISH MATERIAL LEGEND:

FINISH MATERIAL NOTE:ALL MATERIAL SELECTIONS TO BE MADE BY CMHA

WINDOW SCHEDULE NOTE:WINDOW SCHEDULE IS FOR REFERENCE ONLY. CONSTRUCTION TO FIELD VARIFY ALL MEASUREMENTS PRIOR TO ORDERING. SEE SPECIFICATIONS FOR DETAILS.DOOR SCHEDULE AND HARDWARE NOTE:

DOOR SCHEDULE AND HARDWARE IS FOR REFERENCE ONLY. CONSTRUCTION TO FIELD VARIFY ALL MEASUREMENTS AND COUNTS PRIOR TO ORDERING. SEE SPECIFICATIONS FOR DETAILS.

DOOR HARDWARE SCHEDULE:

SET #01:HINGES- PB81 4 1/2 X 4 1/2 X 26DTHRESHOLDS- 252 X 3AFG 36"AUTO DOOR BOTTOM- 4131CSL 36"HEAD JAMB WEATHER-STRIPS- 287AS36"HINGE JAMB WEATHER-STRIPS- 296CR 80"STRIKE JAMB WEATHER-STRIPS- 297AS 80"

SET #02:HINGES- PB81 4 1/2 X 4 1/2 X 26DAUTO DOOR BOTTOM- 4131CSL 32"HEAD JAMB WEATHER-STRIPS- 287AS32"HINGE JAMB WEATHER-STRIPS- 296CR 80"STRIKE JAMB WEATHER-STRIPS- 297AS 80"

KITCHEN CASEWORK SCHEDULE

ITEMTYPEMARK ROOM MODEL COUNT WIDTH

2Upper Cabinet-Double Door-Wall 1 KITCHEN/DINING PALMER- DONAVIN SHAKER STYLE 1 2' - 6"Upper Cabinet-Single Door-Wall 2 KITCHEN/DINING PALMER- DONAVIN SHAKER STYLE 1 1' - 9"Upper Cabinet-Double Door-Wall 3 KITCHEN/DINING PALMER- DONAVIN SHAKER STYLE 1 3' - 0"Upper Cabinet-Double Door-Wall 4 KITCHEN/DINING PALMER- DONAVIN SHAKER STYLE 1 2' - 6"Upper Cabinet-Single Door-Wall 5 KITCHEN/DINING PALMER- DONAVIN SHAKER STYLE 2 1' - 0"Base Cabinet-Single Door & Drawer 6 KITCHEN/DINING PALMER- DONAVIN SHAKER STYLE 1 1' - 9"Base Cabinet-Double Door Sink Unit 7 KITCHEN/DINING PALMER- DONAVIN SHAKER STYLE 1 3' - 0"Base Cabinet-Double Door & 2 Drawer 8 KITCHEN/DINING PALMER- DONAVIN SHAKER STYLE 1 2' - 6"Upper Cabinet-Double Door-Wall 9 KITCHEN/DINING PALMER- DONAVIN SHAKER STYLE 1 4' - 0"Base Cabinet-Double Door & 2 Drawer 10 KITCHEN/DINING PALMER- DONAVIN SHAKER STYLE 1 4' - 0"Counter Top-L Shaped w Sink Hole 11 KITCHEN/DINING 1Grand total: 14 14

KITCHEN CASEWORK NOTE:CASEWORK SCHEDULE IS FOR REFERENCE ONLY. CONSTRUCTION TO FIELD VARIFY ALL MEASUREMENTS AND QUANTITIES PRIOR TO ORDERING. SEE SPECIFICATIONS FOR DETAILS.

1" = 1'-0"A105 A101

2 CASEWORK SECTION

SCALE: 1" = 1'-0"A101 A105

3 3' OPENING BEAM DETAIL

COMMENTS:1. TYPE 3 SCREEN DOOR ON EXTERIOR OF BUILDING, RUSTIC BROWN DOOR AND SCREEN2. ALLOWS EGRESS AT ALL TIMES W/O SPECIAL KNOWLEDGE OR KEY.

COMMENTS:1. SIKAFLEX CAULK COLOR MEDIUM BRONZE AT EXTERIOR BRONZE WINDOW

FRAMES & ADJOINING SURFACES, COLOR WHITE AT EXTERIOR WHITE WINDOW FRAMES & ADJOINING SURFACES.

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REVIEWED BY:

ISSUED BY:

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SHEET TITLE:

ISSUE DATE:

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PROJECT NO.

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REVISIONS


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1.1.3 EXECUTION

A. General: Replace steel doors, frames, and accessories according to Shop Drawings, manufacturer's data, Drawing Door Schedule, Drawings, and as specified where indicated. The contractor shall be responsible for all field measurements of the existing entry doors and screen doors. 1. The Owner shall provide the locksets and peepholes. The contractor shall pick-up

these items from the Owner’s office (“lockshop”) at 1044 West Liberty Street, Cincinnati, Ohio 45214. Salvage all existing locksets for the owner, packages by unit address and delivered to the CMHA “lockshop” at 1044 West Liberty Street, Cincinnati, Ohio 45214.

2. Dwelling Unit Front and Rear Doors: Remove the unit existing frames, prime doors and screen doors. Provide and install new frames. Provide and install new prime door without lite according to this Section. Field determine handedness (hinge side/door swing). Install new hardware onto the new door.

3. Dwelling Unit Screen/Storm Doors: Remove the existing storm/screen doors. Provide and install new doors. Install Owner supplied hardware. Install all components as instructed by manufacturer. Clean all surfaces after installation. Note: HC Units do not receive storm doors. There are thirty ADA (HC) units.

4. Not Used B. Placing Frames: Comply with provisions of SDI 105, unless otherwise indicated. Set frames

accurately in position, plumbed, aligned, and braced securely until permanent anchors are set.1. Remove existing door and frame. Prepare structure to receive new frame.

Replace damaged or deteriorated framing with pressure treated lumber. Frames shall be square and plumb and securely anchored to structure.

2. When installing in in-place gypsum wallboard partitions, install knock-down, slip-on drywall frames.

3. Insulate frame cavity at wall with fiberglass insulation. Chink voids with fiberglass insulation.

C. Provide and install steel doors. Install the Owner provided hardware in accordance with manufacturer's printed instructions.

D. Painting: Immediately after erection, sand smooth any rusted or damaged areas of prime coat and apply touchup of compatible air-drying primer and then paint in accordance with Section 09900. Touch-up any damaged interior or exterior trim paint and drywall surfaces with color and paint type matching existing. In areas where the existing wood frame can be removed permanently, repair existing damaged adjacent surfaces as required, prep-paint per Section 09900.

END OF SECTION 08110

SECTION 08711 - DOOR HARDWARE.ADDM. #1

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:1. Hinges.2. Thresholds3. Weather-strip

1.2 SUBMITTALS

A. Product Data: For each product indicated.B. Samples: For each exposed finish.C. Door Hardware Schedule: Organized into door hardware requirements, style, function, size, hand,

manufacturer, fasteners, location, and finish of each door hardware item. D. Product certificates.

1.3 QUALITY ASSURANCE

A. Supplier Qualifications: Person who is or employs a qualified DHI Architectural Hardware Consultant.

B. Source Limitations: Obtain door hardware that is compatible with CMHA standard keying system. C. Conform to American Disabilities Act requirements.D. Templates: Obtain and distribute templates for doors, frames, and other work specified to be

factory prepared for installing door hardware.

1.4 PRODUCT HANDLING

A. Package hardware, on set by set basis, is the responsibility of the supplier. As material is received by the supplier from the various manufacturers (except hinges) sort and repackage in containers marked with the unit addresses.1. Clearly mark packaged sets of hardware with unit address on the outside of package.2. All hinges to be shipped separate from packaged sets.3. Salvage all existing locksets for the owner, packages by unit address and delivered to the

CMHA “lockshop” at 1044 West Liberty Street, Cincinnati, Ohio 45214.

PART 2 - PRODUCTS

2.1 HINGES

A. Exterior Door Hinges: Three hinges per door Model #4181, 4 ½”x4 ½” 10 gauge reinforcement, 26D finish by Lawrence Brother or equal.

B. Screws: Phillips flat-head machine screws except furnish Phillips flat-head wood screws for installation into wood. Screw finish to match hinge.

C. Hinge Pins: Exterior doors, non-removable pins. Interior doors, non-rising pins (unless noted otherwise).

2.2 LOCK CYLINDERS & KEYING

A. The Owner shall provide the locksets and peepholes. The contractor shall pick-up these items from the Owner’s office (“lockshop”) at 1044 West Liberty Street, Cincinnati, Ohio 45214.

2.3 DOOR TRIM

A. Silencers for Door Frames: Neoprene or rubber; fabricated for drilled-in application to frame.B. Finish and Base Metal: Unless otherwise specified provide US26D Brushed chrome plated finishes

and base metals.

2.4 DOOR GASKETING AND THRESHOLDS

A. Door Gasketing: Provide continuous weather-strip gasketing on exterior doors. Provide non-corrosive fasteners for exterior applications and elsewhere as indicated.1. Air Leakage: Not to exceed 0.50 cfm per foot (0.000774 cu. m/s per m) of crack length

for gasketing other than for smoke control, as tested according to ASTM E 283.2. Sound-Rated Gasketing: Assemblies that are listed and labeled, based on testing

according to ASTM E 1408.3. Gasketing Materials: Comply with ASTM D 2000 and AAMA 701/702.

B. Thresholds & Weather-stripping: Provide thresholds and weather-stripping as indicated below:1. Exterior Front and Rear doors: Provide Hager 421S, 26D finish or equal. Provide Hager

740S automatic door bottom, Hager 896S head and strike jamb and Hager 880S hinge jamb or equal products. Colors shall be selected by the Owner.

2.5 FABRICATION

A. Base Metals: Furnish metals of a quality equal to or greater than that of specified door hardware units and BHMA A156.18 for finishes. Do not furnish manufacturer's standard materials if different from specified standard.

B. Fasteners: Phillips flat-head screws with finished heads to match surface of door hardware, unless otherwise indicated. Provide steel machine or wood screws or steel through bolts for fire-rated applications.

C. Spacers or Sex Bolts: For through bolting of hollow metal doors.D. Fasteners for Wood Doors: Comply with requirements of DHI WDHS.2, "Recommended Fasteners

for Wood Doors."E. Finishes: Comply with BHMA A156.18.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Examine doors and frames for compliance with requirements for installation tolerances, wall and floor construction and other conditions affecting performance.

B. The contractor shall prep the front doors and install door viewers (peeps, peepholes). Locate peeps such that the screen door does not block the view. In handicap accessible units, locate peep between 48” – 54” AFF and provide a second peephole at the standard height. The owner shall provide the peeps.

C. Steel Door and Frame Preparation: Comply with DHI A115 series. Drill and tap doors and frames for surface-applied hardware according to SDI 107.

D. Mounting Heights: Comply with the following requirements, unless otherwise indicated:1. Standard Steel Doors and Frames: DHI's "Recommended Locations for Architectural

Hardware for Standard Steel Doors and Frames."2. Custom Steel Doors and Frames: DHI's "Recommended Locations for Builders'

Hardware for Custom Steel Doors and Frames."3. Handicap Accessibility:All accessible entrances shall comply with ADAAG Guidelines.

SECTION 07311 - ASPHALT SHINGLES

1.1 GENERAL

A. Submittals: Provide the following:1. Product Data: Include dimensions of individual components, profiles, textures, and

colors.2. Samples: Two full-size shingles, vents, flashing and showing the full range of variations

expected in these characteristics.B. Quality Assurance: Identify each bundle of shingles with appropriate markings of applicable testing

and inspecting agency.1. Fire-Test-Response Classification: Provide shingles classified according to ASTM E 108

or UL 790 and listed by UL or another testing and inspecting agency acceptable to authorities having jurisdiction.

2. Wind-Resistance-Test Characteristics: Where wind-resistant shingles are indicated, provide products identical to those that have passed tests according to ASTM D 3161 or UL 997.

C. Related Sections: Refer to Section 01600 Hazardous Materials for additional information and requirements regarding roofing work.

1.2 PRODUCTS

A. Manufacturers: Subject to compliance with requirements, manufacturers offering asphalt shingles that may be incorporated in the Work include, but are not limited to, the following:1. Atlas Roofing Corp.2. Bird, Inc.3. BPCO, Inc.4. (The) Celotex Corporation.5. CertainTeed Corporation.6. Custom Roofing Company.7. Elk Corporation of America.8. GAF Building Materials Corporation.9. Georgia-Pacific Corp.10. Globe Building Materials, Inc.11. GS Roofing Products Co., Inc.12. IKO Manufacturing, Inc.13. (Herbert) Malarkey Roofing Co.14. Owens-Corning Fiberglas Corp.15. Pabco Roofing Products.16. Tamko Asphalt Products, Inc.

B. Products: Subject to compliance with requirements, products that may be incorporated in the Work include, but are not limited to, the following:1. Ridge Vents:

a. Ridge Filter Shinglevent; Air Vent, Inc.b. Ridge Filtervent; Air Vent, Inc. (for Class A).c. Cobra Ridge Vent; GAF Building Materials Corporation.d. Roll Vent; Obdyke: Benjamin Obdyke, Inc.e. Trimline; Trimline Roof Ventilation Systems.

2. Waterproof Underlayment:a. WinterGuard; CertainTeed Corporation.b. Bituthene Ice and Water Shield; Grace: W.R. Grace & Co.c. Nordshield Ice and WaterGard; Nord Bitumi US, Inc.d. F210; Northern Elastomeric, Inc.e. Polyguard Deck Guard; Polyguard Products, Inc.f. Polyken 640 Underlayment Membrane; Polyken Technologies; Kendall Co.

Division.g. QSC-707; Quaker Construction Products, Inc.h. Moisture Guard; Tamko Asphalt Products, Inc.i. Weather Watch; GAF Building Materials Corporation.j. Jiffy Seal Ice and Water Guard; Protecto Wrap Co.k. Ice Guard Membrane No. 108-AG; Royston Laboratories, Inc.

C. Asphalt Shingles: Match colors, textures, and patterns indicated by referencing manufacturer's standard designations for these characteristics.

1. Dimensional, Fiberglass Shingles: Basis of Certainteed "Landmark Pro" Design - two-piece, laminated, dimensional, fiberglass-based, shingles, complying with ASTM D 3018, Type I, and meeting the following requirements:a. Physical Requirements: Meet the physical requirements of ASTM D 3462.b. Wind Resistance: Passes the test requirements of ASTM D 3161.c. Fire-Test-Response Classification: Class A.d. Warranty Period: 30 years.e. Color & Style: As selected by owner.

2. Hip and Ridge Shingles: Job-fabricated or factory-precut units to match shingles.D. Sheet Metal Flashing Materials: Furnish the following sheet metal materials for valleys:

1. Coil-Coated Galvanized-Steel Sheets: Zinc-coated, commercial-quality steel sheet conforming to ASTM A 755, G 90 coating designation, coil coated with high performance fluoropolymer coating not less than 0.0336 inch thick.

E. Metal Drip Edge: Brake-formed sheet metal with at least a 2-inch (50-mm) roof deck flange and a 1-1/2-inch (38-mm) fascia flange with a 3/8-inch (9.6-mm) drip at lower edge. Furnish in lengths of 8 or 10 feet (2.5 or 3 m).1. Material: Painted galvanized-steel sheets - 0.0217 inch thick

F. Vent Pipe Penetration Flashing: Prefabricated aluminum base flange with UV resistant rubber boot flashing or : 0.0276- inch- thick galvanized steel with UV resistant rubber collar.

G. Felt Underlayment: ASTM D 226 or ASTM D 4869, Type II, 30 lbs..H. Waterproof Underlayment: Minimum 40-mil- (1-mm-) thick, self-adhering, polymer-modified,

bituminous sheet membrane, complying with ASTM D 1970.I. Ridge Vent: High-density polypropylene, nonwoven modified polyester, or other UV-stabilized

plastic.J. Plywood Sheathing Match existing size.K. Asphalt Plastic Cement: ASTM D 4586.L. Nails: Aluminum or hot-dip galvanized steel conventional roofing nails of sufficient length to

penetrate 3/4 inch (19 mm) into solid decking or at least 1/4 inch through plywood sheathing.

1.3 EXECUTION

A. Remove all layers of existing shingles, flashing, vents, antennas and accessories to sheathing. Notify the Architect at least 24 hours before beginning this work. Refer to Section 01600 for additional information and requirements. Existing gutters and downspouts are scheduled to be

replaced. See Section 07620. Coordinate with this work. Install gutters after all roofing demolition work is completed.

B. Examine substrate for compliance with requirements for conditions affecting performance of asphalt shingles. Do not proceed with installation until unsatisfactory conditions have been corrected. Remove damaged or deteriorated sheathing and install new sheathing in accordance with this Section and Section 06100.

C. Clean substrates of projections and cover knotholes or other minor voids in substrate with sheet metal flashing.

D. Coordinate installation with flashings and other adjoining work to ensure proper sequencing.E. Installation: Comply with manufacturer's instructions and recommendations but not less than those

recommended by ARMA's "Residential Asphalt Roofing Manual" or "The NRCA Steep Roofing Manual."

F. Waterproof Underlayment: Apply waterproof underlayment at eaves. Cover all roof decking from eaves to at least 24 inches (600 mm) inside exterior wall line. Apply waterproof underlayment under valley flashing. Extend underlayment a minimum 18 inches each side of the valley. Secure in accordance with manufactures recommendations. Apply underlayment under wall step flashing. Extend underlayment a minimum 18" up abutting wall, under metal step/wall flashing.

G. Valleys & Flashing: Remove existing valley flashing, penetration, eave and edge flashing. Provide new valley, penetration, eave and edge flashing and trim according to this Section and recommendations of the "Asphalt Roofing" section of "The NRCA Steep Roofing Manual" and

ARMA's "Residential Asphalt Roofing Manual."H. Shingles: Do not stock shingles by placing over ridge. Always lay shingle bundles flat. Shingles not

stored, or stocked in a flat manner shall be discarded and replaced with new shingle Install shingles, beginning at roof's lower edge, with a starter strip. Fasten shingles in the desired weather exposure pattern with number of fasteners per shingle as recommended by manufacturer. Install using nails, staples will not be accepted. Cut and fit shingles at valleys, ridges, and edges to provide maximum weather protection. Provide same weather exposure at ridges as specified for roof.1. Pattern: 1/3 shingle spacing offset at succeeding courses.

I. Ridge Vents: Install ridge vents according to manufacturer's instructions at all ridges. Cut sheathing as required. Hold ends

J. Replace damaged materials installed under this Section with new materials that meet specified requirements. Clean all gutters. Repair any damage or replace damaged components damaged by this work.


SECTION 07460 - SIDING

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes vinyl siding and vinyl soffit.

1.2 SUBMITTALS

A. Product Data: For each product indicated.B. Samples: Full-size units of each type of siding and trim and in each color, texture, and pattern

required.

PART 2 - PRODUCTS

2.1 SIDING

A. Formed- , or as indicated on the drawings, withall accessories complying with ASTM D 3679.1. Available Products: Subject to compliance with requirements, products that may be

incorporated into the Work include, but are not limited to, the following:2. Products: Subject to compliance with requirements, provide one of the following:

a. Alcoa Building Products;b. Alside, Inc.;c. AmeriMark Building Products, Inc.;d. Bird Vinyl Products;e. Certain Teed Corp., Vinyl Building Products Group;f. Crane Plastics;g. Gentek Building Products;h. Georgia-Pacific Corp.;i. Heartland Building Products;j. Reynolds Metals Co.;k. Royal Building Products;l. Wolverine Technologies, Inc.;m. Or approved equal.

3. Color and Texture: As selected from manufacturer's full range. Note: There shall be 2 color schemes used for this project. The architect/owner will determine these schemes during the submittal phase of the work.

4. Pattern: Horizontal, Dutch-lap, double 5-inch style. 5.B. Formed - Siding: Siding and accessories complying with AAMA 1402, 0.044-inch nominal thickness,

with manufacturer's standard 2-coat PVC or 3-coat polyvinylidene fluoride finish.1. Available Products: When replacing damaged or missing siding, provide siding that matches

the existing style, pattern and size.

2.2 SOFFIT

A. Vinyl Soffit: Perforated (vented) vinyl soffit and accessories complying with ASTM D 4477, 12-inch exposure in double 5-inch style.1. Color and Texture: As selected from manufacturer's full range.

2.3 ALUMINUM TRIM

A. Aluminum fascia, rake and window trim: Fabricate per drawings and existing conditions using 0.024-inch coil coated aluminum.1. Color and Texture: As selected from manufacturer's full range.

2.4 ACCESSORIES

A. Siding Accessories: Provide starter strips, edge trim, window head flashing, corner cap, and other items as recommended by manufacturer for building configuration; match type of siding.

B. Fasteners: Noncorrosive aluminum siding nails, in sufficient length to penetrate a minimum of 1 inch into substrate. Provide prefinished fasteners in color to match siding where face nailing is unavoidable.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Coordinate installation with flashings and other adjoining construction to ensure proper sequencing.B. Remove all existing siding, trim and flashing.C. Repair defective substrate (Celotex and sheathing). Replace warped and/or defective substrate that

will prevent a smooth and uniform installation of the new siding.D. Provide building wrap under all new siding as specified in Division 6.E. Center nails in elongated nailing slots without binding siding to allow for thermal movement. Overlap

joints to shed water away from direction of prevailing wind.F. Install vinyl siding, soffit, and accessories according to ASTM D 4756, manufacture's printed

instructions, and Vinyl Siding Institute Installation Guide. Where guidance conflicts, the most stringent or detailed shall take precidence."


SECTION 08110 - STEEL DOORS AND FRAMES.ADDM. #1

PART 1 – GENERAL

1.1.1 SUMMARY

A. Submit Product Data for each type of door and frame specified. B. Quality Assurance: Comply with ANSI/SOl 100.

1.1.2 PRODUCTS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following or approved equal:1. Amweld Building Products, Inc. 2. Benchmark Commercial Doors. 3. Ceca Door Products. 4. Copco Door Co. 5. Curries Co. 6. Deansteel Manufacturing Co. 7. Fenestra Corp. 8. Kewanee Corp. 9. Mesker Door, Inc.10. Pioneer Industries. 11. Republic Builders Products. 12. Steelcraft.

B. Galvanized Steel Sheets: ASTM A 526, commercial quality, or ASTM A 642, drawing quality, with A 60 or G 60 coating designation, mill phosphatized.

C. Steel Doors: Provide 1 ¾” thick doors of materials and ANSI/SOil 00 grades and models specified below. The entry door style shall be six-panel embossed. The rear entry doors style shall be flush. The contractor shall be responsible for field measuring all doors associated with this project. 1. Main Unit Entry (front) Exterior Doors: Grade II heavy-duty, polystyrene core, 6-

panel embossed, minimum 18 gage thick galvanized steel sheet faces with 14 gage flush top and inverted bottom channels, factory prepped 14 gage lock reinforcement, 10 gage hinge reinforcement, beveled strike edge with integral double sweep door bottom.

2. Secondary Unit Entry (rear) Exterior Doors: Grade II heavy-duty, polystyrene core, flush, minimum 18 gage thick galvanized steel sheet faces with 14 gage reinforcement, beveled strike edge with integral double sweep door bottom.

D. Retro-Fit Frames: Provide retro-fit replacement frames for exterior doors that comply with ANSI/SOl 100; fabricate to be rigid, neat in appearance, and free from defects, warp, or buckle. Amweld Series 800 or equal. 1. For exterior frames provide units with mitered or coped comers knocked down for

field assembly, formed from minimum 16 gage thick galvanized cold-rolled steel for openings with 10 gage hinge reinforcements and 14 gage strike reinforcement prepared for ANSI-AI 15.3 strikes.

2. For interior frames provide units with mitered or coped comers knocked down wrap around drywall type frames for field assembly formed from minimum 0.042” factory primed cold rolled steel for openings with 14 gage hinge reinforcements and 16 gage strike reinforcement prepared for ANSI-AI 15.3 strikes.

3. Door Silencers: 3 on strike jambs of single-door frames. E. Tolerances: Comply with SOl 117.F. Fabricate concealed stiffeners, reinforcement, edge channels, louvers, and moldings from

either cold- or hot-rolled steel sheet. G. Universal Mortised Hardware Preparation: Prepare doors and frames to receive mortised

and concealed hardware according to SDI 107; H. Finishes, General: Comply with NAAMM’s “Metal Finishes Manual” for recommendations

relative to applying and designating finishes. 1. Apply primers and organic finishes to doors and frames after fabrication.

I. Galvanized Steel Sheet Finishes: Comply with SDI 112 and the following:1. Surface Preparation: Clean surfaces with nonpetroleum solvent so that surfaces are free of

oil or other contaminants. After cleaning, apply a conversion coating of the type suited to the organic coating applied over it. Clean welds, mechanical connections, and abraded areas, and apply galvanizing repair paint specified to comply with ASTM A 780.

2. Galvanizing Repair Paint: SSPC-Paint 20, high-zinc-dust-content paint with dry film containing not less than 94 percent zinc dust by weight.

3. Factory Priming for Field-Painted Finish: Where field painting after installation is indicated, apply air-dried primer specified below immediately after cleaning and pretreatment. a. Shop Primer: Zinc-dust, zinc-oxide primer paint complying with performance

requirements of FS TT-P641, Type II. b. Field paint per Section 09900.

J. Aluminum Screen doors: Rusco Model #2000 (Heavy Duty) or equal product. Screening to be aluminum mesh, 18x14, 0.013" wire diameter charcoal color finish. Finish to be factory applied 2 coat finish. Color selected by the Owner. Provide all associated screen door hardware (closure, latch, safety chain, etc.)

K. Aluminum Trim: For covering exposed wood framing/trim at doors – guage 0.024-inch coil coated aluminum, color shall match the door at each opening.

E. Adjust and reinforce attachment substrates as necessary for proper installation and operation. Drill and countersink units that are not factory prepared for anchorage fasteners. Space fasteners and anchors according to industry standards.1. Thresholds: When field conditions and the Owner require replacing an existing threshold

(50 replacements are in the base bid), set thresholds for exterior doors in full bed of sealant complying with requirements specified in Division 7 Section "Joint Sealants."

3.2 FIELD QUALITY CONTROL

A. Inspections: Owner will engage a qualified independent Architectural Hardware Consultant to perform inspections and to prepare inspection reports.


SECTION 08500 - METAL WINDOWS

PART 1 - GENERAL

1.01 RELATED DOCUMENTS

Drawings and general provisions of the Contract including General and Special Conditions, General Requirements, and Division 1 Specification Sections apply to this section.

Original construction drawings are provided reference. The bidders are advised to visit the site and satisfy themselves as to the existing conditions.

1.02 SUMMARY OF THE WORK

A. Furnish and install factory finished aluminum windows with operating top and bottom sash.

1. Remove/replace existing windows in their entirety; provide fiberglass insulation around window sill; caulking per manufacturer’s specifications.

2. Repair areas around windows for proper installation.3. Remove/replace existing caulking around exterior metal frame and stone sill.

B. Units are to be complete with tilt-in sash, shop glazed with code compliant insulated glazing, replaceable insect screens, code compliant hardware and factory applied weather stripping.

C. Contractor is responsible for determining window sizes.

1.03 RELATED WORK

A. Sealant and Caulking.B. Rough Hardware other than specified in this section.

1.04 REFERENCES

A. ANSI/ASTM E283 – Standard Test Method for Determining Rate of Air Leakage Through Exterior Windows, Curtain Walls and Doors Under Specified Pressure Differences Across the Specimen.

B. ANSI/ASTM E330 – Standard Test Method for Structural performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference.

C. ANSI/ASTM E331 – Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors and Curtain Walls by Cyclic Static Air Pressure Difference.

D. OBC 809.4 - Egress Requirements (when required).

1.05 PERFORMANCE REQUIREMENTS

Windows shall conform to H-C45 specifications in AAMA/WDMA/CSA 101, 56” x 96” minimum test size, and meet the following:

A. AIR INFILTRATION: meet AAMA 101 standard of maximium .3 cfm/square foot when tested per ASTM E283-04 at a static air pressure difference of 1.6 psf.

B. WATER RESISTANCE: Tested per ASTM E 547-00 at a static air pressure difference of 7.5 psf with no uncontrolled water leakage.

C. UNIFORM LOAD STRUCTURAL TEST: Window is to be tested per ASTM E330-02 at a static air pressure difference of 67.5 PSF; there shall be no glass breakage or other damage which would cause the window to be inoperable, and permanent deformation of any frame or sash member shall not exceed 0.4% of its span.

D. CONDENSATION RESISTANCE FACTOR (CRF): the minimum CRF shall not be less than 49 for the frame and 59 for the glass when tested per AAMA 1503-98.

E. THERMAL TRANSMITTANCE (CONDUCTIVE U VALUE): the U value shall not exceed .48 BTU/HR/SQ.FT/F.


A. Furnish AAMA “Authorization for Product Certification” indicating that the windows confirm to AAMA/WEMA/CSA 101/I.S.2/A440-05.

B. All certified windows shall bear IGCC certification labels indicating conformance to ASTM E2190-02.C. Installer shall be licensed or franchised by the window manufacturer with three (3) years of

experience.

1.07 REGULATORY REQUIREMENTS

A. Conform to applicable codes for wind and suction loads.

1.10 SUBMITTALS

A. Submit shop drawings and product data under provisions of Section 01300.

1.11 WARRANTIES

A. WINDOWS: Shall be warranted for one year against defects in material or workmanship under normal use.

B. FINISH: The finish meeting AAMA 603.8-85 shall be warranted for ten years against chipping, peeling, cracking, or blistering.

C. INSULATING GLASS: Shall be warranted for five years against visual obstruction resulting from film formation or moisture collection between the internal glass surfaces, excluding glass breakage.

PART 2 - PRODUCTS

2.01 ACCEPTABLE MANUFACTURERS

A. ProVia Model 261 Supertilt, Traco TR-5000, Kawneer 6325T-DH TILT or other manufacturer meeting this specification (and subject to approval by CMHA).

2.02 MATERIALS (OR EQUAL)

A. WINDOWS: Double hung tilt aluminum windows with a 3 1/4" frame depth and extruded aluminum with polyurethane thermal break installed by the window manufacturer in the frame and sash members. Top and bottom sash are to tilt for cleaning.

B. ALUMINUM EXTRUSION: All frame and sash sections shall be extruded aluminum shapes produced from commercial quality 6063-T5 alloy and shall be free from defects impairing strength and/or durability.

C. HARDWARE: A zinc sweep lock and keeper shall be mounted on meeting rails - two locks if window width exceeds 48". Each sash shall have two corrosion resistant pivot bars-one spring loaded for sash removal, and two spring loaded slot tilt releases (Optional button design).

D. WEATHERSTRIP: Sash shall be double weatherstripped using silicone-treated pile conforming to AAMA 701.2-74, with a polypropylene center fin, and an EPDM weatherseal under the lower lift rail.

E. BALANCES: Each sash shall have one pair of spiral (Optional block and tackle) balances conforming to AAMA 902.2-87, and of appropriate capacity to hold each sash - up to a maximum weight 40 lbs. - stationary and permit it to operate freely. The balance shoe mechanism shall stop sash travel when in the tilted position.

F. SCREENS: Half screens shall consist of aluminum mesh secured by vinyl spline to an extruded tubular aluminum frame.

G. GLAZING: Sash shall be factory glazed with 3/4" insulating glass; flexible PVC channel-type reusable gaskets; low E glass with argon gas.

2.03 FABRICATION

A. CONSTRUCTION1. Frame and sash members shall contain a structural polyurethane thermal break.2. All horizontal sash rails shall be tubular, and shall be coped and fastened to vertical sash

stiles with a telescope-design joint secured with two stainless steel screws per corner.3. All sash shall have a continuous interior lift rail, mechanically interlock, tilt in for cleaning,

and contain weep holes for drainage.4. All frame joints shall be factory sealed with a sealant conforming to AAMA 800-07.

B. FINISH: Factory Applied; color selected by the Owner from manufacturers standard range of colors.

END OF SECTION




REVIEWED BY:

ISSUED BY:

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SECTION 081113 - HOLLOW METAL DOORS AND FRAMES

PART 1 – GENERAL


A. Drawing and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Sections.

1.2 SUMMARY

A. Section includes hollow-metal work.B. Related Requirements:

1. Section 087100 "Door Hardware" for door hardware for hollow-metal doors.

1.3 DEFINITIONS

A. Minimum Thickness: Minimum thickness of base metal without coatings according to NAAMM-HMMA 803 or SDI A250.8.

1.4 COORDINATION

A. Coordinate anchorage installation for hollow-metal frames. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors. Deliver such items to Project site in time for installation.

1.5 ACTION SUBMITTALS

A. Product Data: For each type of product.1. Include construction details, material descriptions, core descriptions, fire-resistance

ratings, and finishes.B. Schedule: Provide a schedule of hollow-metal work prepared by or under the supervision of

supplier, using same reference numbers for details and openings as those on Drawings. Coordinate with final Door Hardware Schedule.

1.6 INFORMATIONAL SUBMITTALS

A. Product Test Reports: For each type of hollow-metal door and frame assembly, for tests performed by a qualified testing agency.

1.7 DELIVERY, STORAGE, AND HANDLING

A. Deliver hollow-metal work palletized, packaged, or crated to provide protection during transit and Project-site storage. Do not use nonvented plastic.

B. Deliver welded frames with two removable spreader bars across bottom of frames, tack welded to jambs and mullions.

C. Store hollow-metal work vertically under cover at Project site with head up. Place on minimum 4-inch- high wood blocking. Provide minimum 1/4-inch space between each stacked door to permit air circulation.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:1. Ceco Door Products; an Assa Abloy Group company.2. Concept Frames, Inc.3. Curries Company; an Assa Abloy Group company.4. Deansteel.5. Republic Doors and Frames.6. Steelcraft; an Ingersoll-Rand company.

B. Source Limitations: Obtain hollow-metal work from single source from single manufacturer.

2.2 REGULATORY REQUIREMENTS

A. Fire-Rated Assemblies: Complying with NFPA 80 and listed and labeled by a qualified testing agency acceptable to authorities having jurisdiction for fire-protection ratings indicated, based on testing at positive pressure according to NFPA 252 or UL 10C.

B. Fire-Rated, Borrowed-Light Assemblies: Complying with NFPA 80 and listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction for fire-protection ratings indicated, based on testing according to NFPA 257 or UL 9.

2.3 INTERIOR DOORS AND FRAMES

A. Construct interior doors and frames to comply with the standards indicated for materials, fabrication, hardware locations, hardware reinforcemen,ttolerances, and clearances, and as specified.

B. Standard-Duty Doors and Frames: SDI A250.8, Level 1. At closet and toilet room doors.1. Physical Performance: Level C according to SDI A250.4.2. Doors:

a. Type: As indicated in the Door and Frame Schedule.b. Thickness: 1-3/4 inches.c. Face: Uncoated, cold-rolled steel sheet, minimum thickness of 0.032 inch.d. Edge Construction: Model 1, Full Flush.e. Core: Manufacturer's standard kraft-paper honeycomb, polystyrene,

polyurethane, polyisocyanurate, mineral-board, or vertical steel-stiffener core at manufacturer's discretion.

3. Frames:a. Materials: Uncoated, cold-rolled steel sheet, minimum thickness of 0.042

inch.b. Construction: Full profile welded.

4. Exposed Finish: Prime.

2.4 FRAME ANCHORS

A. Jamb Anchors:1. Stud-Wall Type: Designed to engage stud, welded to back of frames; not less than

0.042 inch thick.B. Floor Anchors: Formed from same material as frames, minimum thickness of 0.042 inch, and as

follows:1. Monolithic Concrete Slabs: Clip-type anchors, with two holes to receive fasteners.

2.5 MATERIALS

A. Cold-Rolled Steel Sheet ASTM A 1008/A 1008M, Commercial Steel (CS), Type B; suitable for exposed applications .

B. Frame Anchors: ASTM A 879/A 879M, Commercial Steel (CS), 04Z coating designation; mill phosphatized.

C. Inserts, Bolts, and Fasteners: Hot-dip galvanized according to ASTM A 153/A 153M.D. Grout ASTM C 476, except with a maximum slump of 4 inches, as measured

according to ASTM C 143/C 143M.E. Mineral-Fiber Insulation : ASTM C 665, Type I (blankets without membrane facing); consisting of

fibers manufactured from slag or rock wool; with maximum flame-spread and smoke-developed indexes of 25 and 50, respectively; passing ASTM E 136 for combustion characteristics.

F. Glazing: Comply with requirements in Section 088000 "Glazing."G. Bituminous Coating: Cold-applied asphalt mastic, compounded for 15-mil (0.4-mm) dry film

thickness per coat. Provide inert-type noncorrosive compound free of asbestos fibers, sulfur components, and other deleterious impurities.

3.4 ADJUSTING AND CLEANING

A. Final Adjustments : Check and readjust operating hardware items immediately before final inspection. Leave work in complete and proper operating condition. Remove and replace defective work, including hollow-metal work that is warped, bowed, or otherwise unacceptable.

B. Remove grout and other bonding material from hollow-metal work immediately after installation.C. Prime-Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of prime

coat and apply touchup of compatible air-drying, rust-inhibitive primer.


SECTION 09653 - RESILIENT WALL BASE AND ACCESSORIES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:1. Wall base.2. Stair accessories.3. Molding accessories.

1.2 SUBMITTALS

A. Product Data: For each product indicated.B. Samples: For each type of product indicated, in manufacturer's standard-size Samples but not less

than 12 inches long, of each resilient product color, texture, and pattern required.C. LEED Submittals:

1. Credit EQ 4.1: Manufacturers' product data for adhesives, including printed statement of VOC content.

1.3 PROJECT CONDITIONS

A. Maintain temperatures within range recommended by manufacturer, but not less than 70 deg F or more than 95 deg F, in spaces to receive floor tile during the following time periods:1. 48 hours before installation.2. During installation.3. 48 hours after installation.

B. After postinstallation period, maintain temperatures within range recommended by manufacturer, but not less than 55 deg F or more than 95 deg F.

C. Install resilient products after other finishing operations, including painting, have been completed.

PART 2 - PRODUCTS

2.3 RESILIENT WALL BASE

A. Wall Base: ASTM F 1861- Wall base height shall match existing height when replacing existing vinyl base. All other area scheduled for new base shall receive 4"height.1. AFCO-USA, American Floor Products Company, Inc.;.2. Armstrong World Industries, Inc.;.3. Azrock Commercial Flooring, DOMCO;.4. Burke Mercer Flooring Products;.5. Endura;.6. Estrie, American Biltrite (Canada) Ltd.;.7. Johnsonite;.8. Marley Flexco (USA), Inc.;.9. Mondo Rubber International, Inc.;.10. Musson, R. C. Rubber Co.;.11. Nora Rubber Flooring, Freudenberg Building Systems, Inc.;.12. Pirelli Rubber Flooring;.13. Roppe Corporation;.14. Stoler Industries;.15. VPI, LLC, Floor Products Division;.

B. Type (Material Requirement): TV (vinyl).C. Group (Manufacturing Method): I (solid, homogeneous) or II (layered).D. Style: Cove (with top-set toe).E. Minimum Thickness: 0.125 inch.F. Height: 4 & 7 1/2" inches.G. Lengths: Cut lengths 48 inches long or coils in manufacturer's standard length.H. Outside Corners: Job formed or premolded.I. Inside Corners: Job formed or premolded.J. Surface: Smooth.

2.4 RESILIENT STAIR ACCESSORIES

A. Treads: FS RR-T-650.1. AFCO-USA, American Floor Products Company, Inc.;.2. Burke Mercer Flooring Products;.3. Endura;.4. Estrie, American Biltrite (Canada) Ltd.;.5. Johnsonite;.6. Marley Flexco (USA), Inc.;.7. Mondo Rubber International, Inc.;.8. Musson, R. C. Rubber Co.;.9. Nora Rubber Flooring, Freudenberg Building Systems, Inc.;.10. Pirelli Rubber Flooring;.11. R.C.A. Rubber Company (The);.12. Roppe Corporation;.13. Stoler Industries;.

B. Material: Vinyl, Composition B.C. Surface Design: Type 2 design (designed).

1. Type 2 Design: Raised-rib pattern.D. Nosing Style: Round.E. Nosing Height: 1-1/2 inches.F. Thickness: 3/16" minimumG. Size: Lengths and depths to fit each stair tread in one piece.H. Fire-Test-Response Characteristics:

1. Critical Radiant Flux Classification: Class I, not less than 0.45 W/sq. cm per ASTM E 648.

2.5 INSTALLATION MATERIALS

A. Trowelable Leveling and Patching Compounds: Latex-modified, portland cement based or blended hydraulic cement based formulation provided or approved by resilient product manufacturers for applications indicated.

B. Adhesives: Water-resistant type recommended by manufacturer to suit resilient products and substrate conditions indicated.1. Use adhesives that comply with the following limits for VOC content when calculated

according to 40 CFR 59, Subpart D (EPA Method 24):a. Cove Base Adhesives: 50 g/L.b. Rubber Floor Adhesives: 60 g/L.

C. Stair-Tread-Nose Filler: Two-part epoxy compound recommended by resilient tread manufacturer to fill nosing substrates that do not conform to tread contours.

PART 3 - EXECUTION

3.1 PREPARATION

A. Prepare substrates according to manufacturer's written recommendations to ensure adhesion of resilient products.

B. Concrete Substrates for Stair Accessories: Prepare according to ASTM F 710.1. Verify that substrates are dry and free of curing compounds, sealers, and hardeners.

C. Remove substrate coatings and other substances that are incompatible with adhesives and that contain soap, wax, oil, or silicone, using mechanical methods recommended by manufacturer. Do not use solvents.

D. Use trowelable leveling and patching compound to fill cracks, holes, and depressions in substrates.E. Move resilient products and installation materials into spaces where they will be installed at least 48

hours in advance of installation.1. Do not install resilient products until they are the same temperature as the space where

they are to be installed.F. Sweep and vacuum clean substrates to be covered by resilient products immediately before

installation. After cleaning, examine substrates for moisture, alkaline salts, carbonation, and dust. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 RESILIENT WALL BASE INSTALLATION

A. Apply wall base to walls, columns, pilasters, casework and cabinets in toe spaces, and other permanent fixtures in rooms and areas where base is required.

B. Install wall base in lengths as long as practicable without gaps at seams and with tops of adjacent pieces aligned.

C. Tightly adhere wall base to substrate throughout length of each piece, with base in continuous contact with horizontal and vertical substrates.

D. Do not stretch wall base during installation.E. On masonry surfaces or other similar irregular substrates, fill voids along top edge of wall base with

manufacturer's recommended adhesive filler material.F. Premolded Corners: Install premolded corners before installing straight pieces.G. Job-Formed Corners:

1. Outside Corners: Use straight pieces of maximum lengths possible. Form without producing discoloration (whitening) at bends. Shave back of base at points where bends occur and remove strips perpendicular to length of base that are only deep enough to produce a snug fit without removing more than half the wall base thickness.

2. Inside Corners: Use straight pieces of maximum lengths possible. Form by cutting an inverted V-shaped notch in toe of wall base at the point where corner is formed. Shave back of base where necessary to produce a snug fit to substrate.

3.3 RESILIENT ACCESSORY INSTALLATION

A. Resilient Stair Accessories:1. Use stair-tread-nose filler to fill nosing substrates that do not conform to tread contours.2. Tightly adhere to substrates throughout length of each piece.3. For treads installed as separate, equal-length units, install to produce a flush joint between

units.B. Resilient Molding Accessories: Butt to adjacent materials and tightly adhere to substrates throughout

length of each piece. Install reducer strips at edges of floor coverings that would otherwise be exposed.

3.4 CLEANING AND PROTECTION

A. Perform the following operations immediately after completing resilient product installation:1. Remove adhesive and other blemishes from exposed surfaces.2. Sweep and vacuum surfaces thoroughly.3. Damp-mop surfaces to remove marks and soil.

a. Do not wash surfaces until after time period recommended by manufacturer.B. Protect resilient products from mars, marks, indentations, and other damage from construction

operations and placement of equipment and fixtures during remainder of construction period. Use protection methods recommended in writing by manufacturer.


2.6 FABRICATION

A. Fabricate hollow-metal work to be rigid and free of defects, warp, or buckle. Accurately form metal to required sizes and profiles, with minimum radius for metal thickness. Where practical, fit and assemble units in manufacturer's plant. To ensure proper assembly at Project site, clearly identify work that cannot be permanently factory assembled before shipment.

B. Hollow-Metal Doors:1. Steel-Stiffened Door Cores: Provide minimum thickness 0.026 inch, steel vertical

stiffeners of same material as face sheets extending full-door height, with vertical webs spaced not more than 6 inches apart. Spot weld to face sheets no more than 5 inches o.c. Fill spaces between stiffeners with glass- or mineral-fiber insulation.

2. Fire Door Cores: As required to provide fire-protection ratings indicated.3. Vertical Edges for Single-Acting Doors: Bevel edges 1/8 inch in 2 inches.4. Top Edge Closures: Close top edges of doors with flush closures of same material as

face sheets.5. Bottom Edge Closures: Close bottom edges of doors with end closures or channels of

same material as face sheets.C. Hollow-Metal Frames: Where frames are fabricated in sections due to shipping or handling

limitations, provide alignment plates or angles at each joint, fabricated of same thickness metal as frames.1. Sidelight Frames: Provide closed tubular members with no visible face seams or joints,

fabricated from same material as door frame. Fasten members at crossings and to jambs by butt welding.

2. Provide countersunk, flat- or oval-head exposed screws and bolts for exposed fasteners unless otherwise indicated.

3. Grout Guards: Weld guards to frame at back of hardware mortises in frames to be grouted.

4. Floor Anchors: Weld anchors to bottoms of jambs with at least four spot welds per anchor; however, for slip-on drywall frames, provide anchor clips or countersunk holes at bottoms of jambs.

5. Jamb Anchors: Provide number and spacing of anchors as follows:a. Stud-Wall Type: Locate anchors not more than 18 inches from top and

bottom of frame. Space anchors not more than 32 inches o.c. and as follows:1) Three anchors per jamb up to 60 inches high.2) Four anchors per jamb from 60 to 90 inches high.3) Five anchors per jamb from 90 to 96 inches high.4) Five anchors per jamb plus one additional anchor per jamb for

each 24 inches or fraction thereof above 96 inches high.6. Door Silencers: Except on weather-stripped frames, drill stops to receive door

silencers as follows. Keep holes clear during construction.a. Single-Door Frames: Drill stop in strike jamb to receive three door

silencers.b. Double-Door Frames: Drill stop in head jamb to receive two door silencers.

D. Fabricate concealed stiffeners and edge channels from either cold- or hot-rolled steel sheet.E. Hardware Preparation: Factory prepare hollow-metal work to receive templated mortised

hardware; include cutouts, reinforcement, mortising, drilling, and tapping according to SDI A250.6, the Door Hardware Schedule, and templates.1. Reinforce doors and frames to receive nontemplated, mortised, and surface-mounted

door hardware.2. Comply with applicable requirements in SDI A250.6 and BHMA A156.115 for

preparation of hollow-metal work for hardware.F. Stops and Moldings: Provide stops and moldings around glazed lites and louvers where

indicated. Form corners of stops and moldings with butted or mitered hairline joints.1. Single Glazed Lites: Provide fixed stops and moldings welded on secure side of

hollow-metal work.2. Provide fixed frame moldings on outside of exterior and on secure side of interior

doors and frames.3. Provide loose stops and moldings on inside of hollow-metal work.4. Coordinate rabbet width between fixed and removable stops with glazing and

installation types indicated.

2.7 STEEL FINISHES

A. Prime Finish: Clean, pretreat, and apply manufacturer's standard primer.1. Shop Primer: Manufacturer's standard, fast-curing, lead- and chromate-free primer

complying with SDI A250.1O; recommended by primer manufacturer for substrate; compatible with substrate and field-applied coatings despite prolonged exposure.

2.3 ACCESSORIES

A. Mullions and Transom Bars: Join to adjacent members by welding or rigid mechanical anchors.B. Grout Guards: Formed from same material as frames, not less than 0.016 inch (0.4 mm) thick.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.

B. Examine roughing-in for embedded and built-in anchors to verify actual locations before frame installation. Prepare written report, endorsed by Insta ller, listing conditions detrimental to performance of the Work.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Remove welded-in shipping spreaders installed at factory. Restore exposed finish by grinding, filling, and dressing, as required to make repaired area smooth, flush, and invisible on exposed faces.B. Drill and tap doors and frames to receive nontemplated, mortised, and surface-

mounted door hardware.

3.3 INSTALLATION

General: Install hollow-metal work plumb, rigid, properly aligned, and securely fastened in place. Comply with Drawings and manufacturer's written instructions.

A. Hollow-Metal Frames: Install hollow-metal frames of size and profile indicated. Comply with SDI A250.11 or NAAMM-HMMA 840 as required by standards specified.1. Set frames accurately in position; plumbed, aligned, and braced securely until

permanent anchors are set. After wall construction is complete, remove temporary braces, leaving surfaces smooth and undamaged.a. At fire-rated openings, install frames according to NFPA 80.b. Install frames with removable stops located on secure side of opening.c. Install door silencers in frames before grouting.d. Remove temporary braces necessary for installation only after frames have

been properly set and secured.e. Check plumb, square, and twist of frames as walls are constructed. Shim as

necessary to comply with installation tolerances.f. Field apply bituminous coating to backs of frames that will be filled with

grout containing antifreezing agents.2. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor,

and secure with postinstalled expansion anchors.3. Metal-Stud Partitions: Coordinate installation of frames to allow for solidly filling space

between frames and studs with grout.4. Installation Tolerances: Adjust hollow-metal door frames for squareness, alignment,

twist, and plumb to the following tolerances:a. Squareness: Plus or minus 1/16 inch, measured at door rabbet on a line 90

degrees from jamb perpendicular to frame head.b. Alignment: Plus or minus 1/16 inch, measured at jambs on a horizontal line

parallel to plane of wall.c. Twist: Plus or minus 1/16 inch, measured at opposite face corners of jambs

on parallel lines, and perpendicular to plane of wall.d. Plumbness: Plus or minus 1/16 inch, measured at jambs at floor.

B. Hollow-Metal Doors: Fit hollow-metal doors accurately in frames, within clearances specified below. Shim as necessary.1. Non-Fire-Rated Steel Doors:

a. Between Door and Frame Jambs and Head: 1/8 inch plus or minus 1/32 inch.

b. Between Edges of Pairs of Doors: 1/8 inch to 1/4 inch plus or minus 1/32 inch.

c. At Bottom of Door: 5/8 inch plus or minus 1/32 inch.d. Between Door Face and Stop: 1/16 inch to 1/8 inch plus or minus 1/32 inch.

2. Fire-Rated Doors: Install doors with clearances according to NFPA 80.C. Glazing: Comply with installation requirements in Section 088000 "Glazing" and with hollow-

metal manufacturer's written instructions.1. Secure stops with countersunk flat- or oval-head machine screws spaced uniformly not

more than 9 inches o.c. and not more than 2 inches o.c. from each corner.

1.3 EXECUTION

A. Install ceramic tile where indicated on Drawings and in accordance with this Section.1. Field-Applied Temporary Protective Coating: If necessary to protect floor grout or mortar

until cured, provide reusable Masonite covering over traffic areas until mortar grout cures. Temporarily secure and otherwise eliminate trip or fall hazards.

B. ANSI Tile Installation Standards: Comply with parts of ANSI A108 series of tile installation standards in "Specifications for Installation of Ceramic Tile" that apply to types of setting and grouting materials and to methods indicated.

C. TCA Installation Guidelines: TCA's "Handbook for Ceramic Tile Installation." Comply with TCA installation methods indicated.

D. Extend tile work into recesses and under or behind equipment and fixtures to form a complete covering without interruptions, unless otherwise indicated. Terminate work neatly at obstructions, edges, and corners without disrupting pattern or joint alignments.

E. Accurately form intersections and returns. Perform cutting and drilling of tile without marring visible surfaces. Carefully grind cut edges of tile abutting trim, finish, or built-in items for straight aligned joints. Fit tile closely to electrical outlets, piping, fixtures, and other penetrations so plates, collars, or covers overlap tile.

F. Jointing Pattern: Lay tile in grid pattern, unless otherwise indicated. Align joints where adjoining tiles on floor, base, walls, and trim are the same size. Lay out tile work and center tile fields in both directions in each space or on each wall area. Adjust to minimize tile cutting. Provide uniform joint widths, unless otherwise indicated.

G. At showers, tubs, and where indicated, install cementitious backer units and treat joints to comply with ANSI A108.11 and manufacturer's written instructions for type of application indicated.

H. Floor Tile Installation: Install tile to comply with requirements indicated, including those referencing TCA installation methods and ANSI A108 series of tile installation standards.1. Joint Widths: Install tile on floors with the following joint widths:

a. Ceramic Mosaic Tile: 1/16 inch.2. Back Buttering: For installations indicated, obtain 100 percent mortar coverage by complying

with applicable special requirements for back buttering of tile in referenced ANSI A108 series of tile installation standards.

3. Transition Threshold: Install wood transition at locations indicated or where exposed edge of tile flooring meets vinyl, wood, or other flooring in accordance with Section 06200.

I. Wall Tile Installation: Install types of tile designated for wall installations to comply with requirements indicated, including those referencing TCA installation methods and ANSI setting-bed standards.1. Joint Widths: Install tile on walls with the following joint widths:

a. Base Tile: 1/16 inch.2. Back Buttering: For installations indicated, obtain 100 percent mortar coverage by complying

with applicable special requirements for back buttering of tile in referenced ANSI A108 series of tile installation standards.

J. Sealing: After grout has cured, clean surface and apply grout sealer in accordance with manufacturer's instructions.

K. Cleaning: On completion of placement and grouting, clean all ceramic tile surfaces so they are free of foreign matter. Use cleaning materials and methods that comply with tile and grout manufacturers' written instructions.1. Remove temporary protective coating by method recommended by coating manufacturer

that is acceptable to brick and grout manufacturer. Trap and remove coating to prevent it from clogging drains.


SECTION 09651 - RESILIENT FLOORING

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:1. Resilient flooring.

1.2 SUBMITTALS

A. Product Data: For each product indicated.B. Samples: For each product and for each color and pattern indicated.


A. Maintain a temperature of not less than 70 deg F or more than 95 deg F in spaces to receive flooring for at least 48 hours before installation, during installation, and for at least 48 hours after installation, unless manufacturer's written recommendations specify longer time periods.1. After post-installation period, maintain a temperature of not less than 55 deg F or more than

95 deg F.B. Install flooring after other finishing operations, including painting, have been completed.

1.4 EXTRA MATERIALS

A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. Furnish one box for each 50 boxes or fraction thereof of each type, color, and pattern of flooring.

PART 2 - PRODUCTS

2.1 RESILIENT FLOORING

A. Resilient Flooring Basis of Design: Gerflor Luxury Vinyl Tile (LVT) plank by Vinyl Composition Flooring lay installation by Gerflor or equal product. gerflor.com, no formaldehyde, low VOC and no adhesive.1. Class: B2. Color and Pattern: As selected from manufacturer's .3. Total Thickness: 0.24 inch- ASTM F386-024. Wear- -02

B. Fire Rating: ASTM E 648-08 & ASTM E662-09.C. Vinyl Composition Floor Tile: ASTM F 1066.- Use for all Furnace Closets

1. Class: 2 (through-pattern tile).2. Color and Pattern: As selected from manufacturer's full range.3. Wearing Surface: Smooth.4. Thickness: 1/8 inch.5. Size: 12 by 12 inches.6. Critical Radiant Flux Classification: Class I, not less than 0.45 w/sq. cm per ASTM E 648.

2.2 INSTALLATION ACCESSORIES

A. Flooring- Install per manufacturers written instructions.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Concrete Subfloors: Verify that concrete slabs comply with ASTM F 710 and the following:1. Slab substrates are dry and free of curing compounds, sealers, hardeners, and other

materials that may interfere with installation. Determine dryness characteristics by performing moisture tests recommended by flooring manufacturer.

B. Before installing flooring:1. Remove coatings, including curing compounds, and other substances that are incompatible

with flooring adhesives and that contain soap, wax, oil, or silicone, using mechanical methods. Do not use solvents.

2. Use trowelable leveling and patching compounds to fill cracks, holes, and depressions in substrates.

3. Move resilient flooring and installation accessories into spaces where they will be installed at least 48 hours before installation, unless longer conditioning periods are recommended in writing by manufacturer. Install products only after they are at the same temperature as the space where they are to be installed.

4. Broom and vacuum clean substrates to be covered immediately before product installation. After cleaning, examine substrates for moisture, alkaline salts, carbonation, or dust. Proceed with installation only after unsatisfactory conditions have been corrected.

C. Lay out flooring from center marks established with principal walls, discounting minor offsets, so flooring widths at opposite edges of room are equal to one another and are at least one-half of a flooring.

D. Match floorings for color and pattern by selecting floorings from cartons in same sequence as manufactured and packaged.

E. Scribe, cut, and fit floorings to butt neatly and tightly to vertical surfaces and permanent fixtures, including built-in furniture, cabinets, pipes, outlets, edgings, door frames, thresholds, and nosings.

F. Extend floorings into toe spaces, door reveals, closets, and similar openings.G. Maintain reference markers, holes, and openings that are in place or marked for future cutting by

repeating on finish flooring as marked on subfloor. Use chalk or other nonpermanent, nonstaining marking device.


SECTION 09310 - CERAMIC TILE

1.1 GENERAL

A. Static Coefficient of Friction: For tile installed on walkway surfaces, provide products with the following values as determined by testing identical products per ASTM C 1028:1. Level Surfaces: Minimum 0.6.

B. Extra Materials:Deliver to Owner not less than one box for each 25 boxes or fraction thereof, of each class, wearing surface, color, pattern and size of ceramic tile.

C. Submittals: In addition to Product Data for each type of tile and setting material indicated, submit the following:1. Samples of each type and composition of tile and for each color and texture required, at

least 12 inches square, mounted on braced cementitious backer units, and with grouted joints.

1.2 PRODUCTS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:1. Tile Products:

a. American Marrazzi Tile, Inc.b. American Olean Tile Company.c. Buchtal Corporation USA.d. Cerim-Floor Gres Ceramiche.e. Crossville Ceramics.f. Dal-Tile Corporation.g. Florida Tile Industries, Inc.h. GranitiFiandre.i. Interceramics, USA.j. KPT, Inc.k. Laufen International, Inc.l. Lonestar Ceramics Company.m. Mannington Ceramic Tile.n. Metropolitan Ceramics.o. Monarch Tile, Inc.p. Quarry Tile Company.q. Seneca Tiles, Inc.r. Summitville Tiles, Inc.s. United States Ceramic Tile Company.

2. Tile-Setting and -Grouting Materials:a. American Olean Tile Company.b. Atlas Minerals & Chemicals, Inc.c. Boiardi Products Corporation.d. Bonsal: W.R. Bonsal Company.e. Bostik.f. C-Cure Corporation.g. Custom Building Products.h. Dal-Tile Corporation.i. DAP, Inc.j. Laticrete International, Inc.k. Mapei Corporation.l. Southern Grouts & Mortars, Inc.m. Summitville Tiles, Inc.n. TEC Incorporated.

B. ANSI Ceramic Tile Standard: Provide tile that complies with Standard Grade requirements of ANSI A137.1, "Specifications for Ceramic Tile," for types, compositions, and other characteristics indicated.

C. ANSI Standards for Tile Installation Materials: Provide materials complying with referenced ANSI standards.

D. Colors, Textures, and Patterns: For tile, grout, and other products requiring selection of colors, surface textures, patterns, and other appearance characteristics, comply with the following requirements:1. Provide Architect's selections from manufacturer's full range of colors, textures, and patterns

for products of type indicated.E. Factory Blending: For tile exhibiting color variations within the ranges selected during Sample

submittals, blend tile in the factory and package so tile units taken from one package show the same range in colors as those taken from other packages and match approved Samples.

F. Unglazed Ceramic Floor Tile: Provide factory-mounted flat tile complying with the following requirements:1. Composition: Porcelain.2. Nominal Thickness: 1/4 inch.3. Modular Size: 12-inch x 12-inch4. Face: Stone look; color and style as selected by owner.

G. Glazed Wall Tile Trim Units: Matching characteristics of adjoining flat tile and coordinated with sizes and coursing where applicable.1. Base (Shower area): Coved, module size 6-1/4 by 6-1/4 inches.2. Base (Kitchen backsplash): Coved, module size 3 by 6 (subway style)3. External Corners: Bullnose.4. Internal Corners: Field-butted square corners.5. Color and style as selected by owner.

H. Trim Units: Provide tile trim units to match characteristics of adjoining flat tile and to comply with the following requirements:1. Size: As indicated, coordinated with sizes and coursing of adjoining flat tile where applicable.

I. Setting Materials: As follows:1. Latex- A118.4, composed as follows:

a. Prepackaged Dry-Mortar Mix: Factory-prepared mixture of portland cement; dry, redispersible, ethylene vinyl acetate additive; and other ingredients to which only water needs to be added at Project site.

b. Mixture of Dry-Mortar Mix and Latex Additive: Mixture of prepackaged dry-mortar mix and liquid-latex additive complying with the following requirements:

1) Latex Additive: Acrylic resin.c. Organic Adhesive: ANSI A136.1, Type I.

J. Grouting Materials: As follows:1. Latex-Portland Cement Grout: ANSI A118.6 for materials described in Section H-2.4,

composed as follows:a. Factory-Prepared, Dry-Grout Mixture: Factory-prepared mixture of portland

cement; dry, redispersible, ethylene vinyl acetate additive; and other ingredients to produce the following:1) Unsanded grout mixture for joints 1/8 inch and narrower.2) Sanded grout mixture for joints 1/8 inch and wider.

b. Mixture of Dry-Grout Mix and Latex Additive: Mixture of factory-prepared, dry-grout mix and latex additive complying with the following requirements:1) Unsanded Dry-Grout Mix: Dry-set grout complying with ANSI A118.6 for

materials described in Section H-2.3, for joints 1/8 inch and narrower.2) Sanded Dry-Grout Mix: Commercial portland cement grout

complying with ANSI A118.6 for materials described in Section H-2.1, for joints 1/8 inch and wider.

3) Latex Additive: Acrylic resin.2. Grout Sealer Laticrete or approved equal grout sealer fully compatible and as recommended

by grout and tile manufacturer.3. Grout for Pregrouted Tile Sheets: Same silicone rubber used in factory to pregrout tile

sheets.K. Elastomeric Sealants: Provide manufacturer's standard chemically curing, elastomeric sealants of base

polymer and characteristics indicated that comply with applicable requirements of Division 7 Section "Joint Sealants."1. One-Part, Mildew-Resistant Silicone Sealant: ASTM C 920; Type S; Grade NS; Class 25;

Uses NT, G, A, and, as applicable to nonporous joint substrates indicated, O; formulated with fungicide.

L. Cementitious Backer Units: Provide products complying with ANSI A118.9, of thickness and width indicated, and in maximum lengths available to minimize end-to-end butt joints.1. Cement-Coated Portland Cement Panels: High-density portland cement surface coating on

both faces and lightweight concrete core composed of portland cement and expanded ceramic aggregate; fabricated in panels 7/16- inch thick by 36 inches wide, weighing 3.2 -3.8 psf.

2. Vinyl-Coated Portland Cement Panels: Core formed in a continuous process from aggregated portland cement slurry and reinforced with vinyl-coated woven glass fiber mesh embedded in both surfaces, with one face smooth and other textured; fabricated in panels 1/2-inch thick and by 36 inches wide, weighing 3 psf.

3. Mortar Unit Finishing Materials: Tape and joint compounds as recommended by manufacturer of cementitious backer units.

M. Miscellaneous Materials: Provide the following materials:1. Trowelable Underlayments and Patching Compounds: Latex-modified, portland-cement-

based formulation provided or approved by manufacturer of tile-setting materials for installations indicated.

N. Thresholds: Fabricate to provide transition between adjacent floor finishes. Typical at wood to ceramic and resilient to ceramic transitions. Bevel edges at 1:2 slope, limit height of bevel to 1/2 inch or less, and finish bevel to match face of threshold.1. Red Oak Thresholds: Bevel, sand, stain and apply 2-coats of polyurethane.O. Grout Sealer: Manufacturer's standard silicone product for sealing grout joints that does not

change color or appearance of grout.




REVIEWED BY:

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P. Factory Finishing: To the greatest extent possible, finish casework at factory. Defer only final touch-up until after installation. Exposed surfaces and interior of cabinet shall be factory finished consisting of stain, sealer and polyurethane coats, catalyzed varnish, or an equivalent coating system, lightly sanded between application. Sealer and top coats must be oven dried. Color shall be selected by Designer from manufacturer's standard colors, submit samples. Toe kick shall be painted black. Finish shall be even and uniform in color and shading between face frames and door/ drawers as determined by the Designer. Unacceptable finishes will be rejected and replaced by the Contractor.

X. The contractor shall urethane any raw edges to assure water-resistance.Y. Hardware: Comply with ANSI A156.9. Provide nickel plated pulls for all drawers and doors. Provide

nylon or felt noise bumpers at all doors and drawers - min. 2 per. H.C. accessible unit cabinets shall have accessible door and drawer pulls installed at all doors and drawers. Submit door hardware for approval with the cabinet submittal. Provide slide shelves for all handicap cabinetry.

1.3 COUNTERTOP MATERIALS

A. Corian®: by Dupont or equal solid surface countertop. Color as selected by architect from full manufacturer ' s range

B. Configuration: Provide countertops with the following front, cove (intersection of top with backsplash), backsplash, and endsplash style:1. Front: Rolled.2. Backsplash: Curved or waterfall shape.3. Endsplash: Square edge.

C. Filler and Trim: Solid lumber finished to match cabinets.

AA. One-piece vanity top- solid surface (Corian® by Dupont) or equal with integral coved back splash, single bowl with pre- drilled holes to fit base cabinet indicated on the drawings.

1.1 EXECUTION

A. Provide and install casework and countertops where indicated with no variations in flushness of adjoining surfaces using concealed shims. Secure cabinets to wall framing with screws. Where casework abuts other finished work, scribe and cut for accurate fit. Caulk entire perimeter of cabinet with clear silicone per Section 07920 prior to installing trim. Provide filler strips, scribe strips, and moldings in finish to match casework face.

B. Install casework without distortion so that doors fit openings properly and are aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered operation. Complete the installation of hardware and accessories as indicated.

C. Install casework level and plumb to a tolerance of 1/8 inch in 8 feet.D. Fasten unit of casework to adjacent unit and into structural support members of wall construction with

#10 sheet metal or wood screws with washer head or washer. Drill pilot holes and take other precautions when mounting to prevent damage to the cabinetry. Split frames or other damage will not be accepted and damaged cabinets will be rejected.

E. Field cut the sink base cabinet back to provide access to the unit plumbing cut-off valve access panel. The opening shall be square, straight and even, and the edges shall be smooth without splinters or burrs.

F. Provide and install grease splashes where indicated.G. Plastic laminate countertops to be installed in conjunction with new cabinets. Secure countertop to

base with screws.H. Coordinate the cabinet work with the range hood installation. Install range hood where indicated.

Provide NEC compliant electrical circuit where indicated.I. Clean and adjust all cabinetry upon completion.


SECTION 096400 - WOOD FLOOR REFINISHING

PART 1 - GENERAL


A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:1. Wood flooring refinishing and repair.


A. Product Data: For each type of product indicated.B. Samples for Initial Selection: Manufacturer's color charts showing the full range of colors and finishes

available for wood flooring.C. Samples for Verification: For each type of wood flooring and accessory, with stain color and finish

required, approximately 12 inches long and of same thickness and material indicated for the Work and showing the full range of normal color and texture variations expected.


A. Verify existing wood flooring type and condition. Repair deteriorated areas to match existing.B. Hardwood Flooring: Comply with NOFMA's "Official Flooring Grading Rules" for species, grade, and

cut.C. Softwood Flooring: Comply with WCLIB No. 17 grading rules for species, grade, and cut.


A. Conditioning period begins not less than seven days before wood flooring refinishing and repair, is continuous through work duration and continues not less than seven days after wood flooring refinishing and repair.1. Environmental Conditioning: Maintain an ambient temperature between 65 and

75 deg F and relative humidity planned for building occupants in spaces to receive wood flooring during the conditioning period.

B. After conditioning period, maintain relative humidity and ambient temperature planned for building occupants.

PART 2 - PRODUCTS

2.1 FIELD-FINISHED WOOD FLOORING

A. Solid-Wood Flooring: Kiln dried to 6 to 9 percent maximum moisture content, tongue and groove and end matched, and with backs channeled.1. Match existing wood flooring species, grade, cut, thickness, width and lengths.

B. Urethane Finish System: Complete water-based system of compatible components that is recommended by finish manufacturer for application 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. Basic Coatings, Inc.b. BonaKemi USA Inc.c. Dura Seal, Sherwin-Williams Company (The).d. Hillyard, Inc.e. Polo-Plaz Coatings; National Coatings Company.

2. VOC Content: When calculated according to 40 CFR 59, Subpart D (EPA Method 24), as follows:a. Finish Coats and Floor Sealers: Not more than 350 g/L.b. Stains: Not more than 250 g/L.

3. Stain: Penetrating and nonfading type.a. Color: As selected by Architect from manufacturer's full range, to match existing.

4. Floor Sealer: Pliable, penetrating type.5. Finish Coats: Formulated for multicoat application on wood flooring.

C. Wood Filler: Compatible with finish system components and recommended by filler and finish manufacturers for use indicated. If required to match approved Samples, provide pigmented filler.

2.2 ACCESSORY MATERIALS

A. Wood and Sound Control Underlayment: Verify existing type and condition. Repair deteriorated areas to match existing..

B. Wood Flooring Adhesive: Mastic recommended by flooring and adhesive manufacturers for application indicated.1. Adhesive shall have a VOC content of not more than 100 g/L when calculated according to

40 CFR 59, Subpart D (EPA Method 24).C. Trowelable Leveling and Patching Compound: Latex-modified, hydraulic-cement- based formulation

approved by wood flooring manufacturer.D. Fasteners: As recommended by manufacturer, but not less than that recommended in NWFA's

"Installation Guidelines: Wood Flooring.".E. Thresholds and Saddles: To match wood flooring. Tapered on each side.F. Reducer Strips: To match wood flooring. 2 inches wide, tapered, and in thickness required to match

height of flooring.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates, areas and conditions, with Installer present, for compliance with requirements for maximum moisture content, installation tolerances, and other conditions affecting performance of wood flooring.

B. Proceed with installation only after unsatisfactory conditions have been corrected.C. Concrete Slabs: Verify that concrete substrates are dry and moisture-vapor emissions are within

acceptable levels according to manufacturer's written instructions.

SECTION 102116 – BATHTUB AND SHOWER SURROUNDS

PART 1 - GENERAL


A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:1. Bathtub and shower wall panel surround system fabricated from solid polymer.

B. Related Sections:1. Section 102800 "Toilet and Bath Accessories" for grab bars and similar accessories.2. Plumbing drawings for shower heads, valves, and controls.


A. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes.

B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work.C. Samples for Initial Selection: For each type of product indicated. Include Samples of finishes and

accessories for material and color selection.

1.4 CLOSEOUT SUBMITTALS

A. Maintenance Data: For shower and dressing compartments to include in maintenance manuals.


A. Regulatory Requirements: Comply with applicable provisions in the U.S. Architectural & Transportation Barriers Compliance Board's ADA-ABA Accessibility Guidelines and ICC/ANSI A117.1 for showers designated as accessible.


A. Field Measurements: Verify actual locations of walls, columns, ceilings, and other construction contiguous with bathtub and shower systems by field measurements before fabrication.

PART 2 - PRODUCTS

2.1 BATHTUB AND SHOWER SURROUNDS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:1. Imperial Marble Corporation2. Mincey Marble Manufacturing Company3. Trian Marblene4. DuPont Bath Surfaces

B. Bathtub/Shower Surrounds:1. Homogeneous minimum 3/8” thick molded panels. Surrounds to be cast polymer wall panels;

installed as indicated on drawings.2. No horizontal seams or trim strips permitted.3. Provide one piece for each wall.4. Joints will be permitted at corners only.5. Color: As selected from manufacturer’s standard colors.

2.2 ACCESSORIES

A. Soap Holder: Surface-mounted, seamless soap dish.B. Anchorages and Fasteners: Manufacturer's standard, exposed fasteners of stainless steel, chrome-

plated steel, or solid brass, 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.

PART 3 - EXECUTION

3.1 INSTALLATION

A. General: Comply with manufacturer's written installation instructions. Install compartments rigid, straight, level, and plumb. Secure compartments in position with manufacturer's recommended anchoring devices.

B. Shower Receptors: Install prefabricated shower receptors with drain gasket compression fit to outside diameter of waste pipe.1. Check to make sure rough in dimensions of framing studs matches the outside dimensions

(OD) of the acrylic pan.2. Pre-drill holes in acrylic pan top flanges (matching location of stud supports) for connection

of acrylic pan to stud supports. Verify diameter of holes drilled with the size of diameter of fasteners to be used prior to drilling.

3. Verify the area where pan is to be installed is level, free of debris and the drain location opening has been drilled or chipped out for required clearance.

4. Dry fit acrylic pan into its installation position to ensure proper dimensional fit, drain area is correct and pan sits level.

5. Grout acrylic pan into place using a non-shrink grout and mix to extra wet. After grout is in place level according to the manufacturer’s instructions.

6. Place 100 lb weight at drain location and additional weights on floor of acrylic pan to help pan adhere to grout.

7. Attach acrylic pan to stud supports through pre-drilled holes with fasteners.8. Apply a bead of construction adhesive (1/8”) at front flange of acrylic pan to attach front of

unit to floor.

SECTION 12356 KITCHEN CASEWORK

1.1 GENERAL

A. Summary: Provide kitchen and bath cabinets and countertops where indicated.B. Submittals: In addition to product data for each casework and hardware type indicated, submit the

following:1. Shop drawings for casework showing location and size, accessories, materials, finishes,

filler panels, and anchorage details.2. Samples: Submit one full size sample of each type of cabinet, complete with hardware,

doors, drawers and shelves for review of fabrication and finish.C. Coordinate work with installation of range hoodD. Field Measurements:Verify casework dimensions by field measurements.

Verify casework can be installed in compliance with the original design and referenced standards.

1.2 PRODUCTS

A. Basis of Design: The contractor shall provide the following or approved equals:1. Cabinets- Armstrong, Extreme Series, Raised panel doors; color to be "Mocha" submit

(or equal) color and style samples for approval by owner.B. Hardwood Plywood: ANSI/HPMA HP hardwood and decorative plywood, Good Grade (1) or better.C. Solid Wood: Clear, dry, sound, and free of defects selected from First Grade lumber as defined by

NHLA.D. Sizes, dimensions, and thicknesses given are minimum dimensions.E. Face Frames: ¾"x 1 ¾" kiln dried maple stiles & rails joined with wood screws.F. I-Beam Braces: ½" plywood dadoed, glued and stapled into face frame and end panels and then

stapled to back panel.G. End Panels: ½" plywood with laminated natural maple wood grain interior and matching laminated

exterior wood grain exposed end. For glaze finishes-base color to be used.H. Top & Bottoms: ½" plywood with laminated natural wood grain.I. Adjustable shelves: ¾" plywood with laminated natural maple wood grain on both sides, front ending is

PVC banded. Base cabinet shelves to be ½ depth of the cabinet.J. Backs: 3/8" plywood with laminated natural maple wood grain. Entire 3/8" back panel to be mounting

rail.K. Toe Space: ½"x 4 ½" plywood on base cabinets. Toe space can be sealed with urethane.L. Drawer Box: Full length, four sided, 5/8" solid wood with 3/16" plywood bottom grooved into four

sides. Dovetailjoinery on all four sides.

M. Drawer Guides: Made in America, 75 pound capacity dual undermount, full access with soft close. Lifetime warranty.

N. Doors: Door styles and rails and drawer fronts constructed of ¾" maple wood.O. Hinges: 6-way adjustable, concealed cup hinge, 110 degree opening. Lifetime warranty.

SECTION 081416 - FLUSH WOOD DOORS PART 1 - GENERAL


A. Drawings and General provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Section, apply to this Section

1.2 SUMMARY

A. Section Includes:1. Solid-core doors with wood-veneer faces.2. Factory finishing flush wood doors.3. Factory fitting flush wood doors to frames and factory machining for hardware.

B. Related Sections:1. Section 088000 "Glazing" for glass view panels in flush wood doors.


A. Product Data: For each type of door indicated. Include details of core and edge construction[, louvers,]and trim for openings. Include factory-finishing specifications.

B. Shop Drawings: Indicate location, size, and hand of each door; elevation of each kind of door; construction details not covered in Product Data; location and extent of hardware blocking;

and other pertinent data.1. Indicate dimensions and locations of mortises and holes for hardware.2. Indicate dimensions and locations of cutouts.3. Indicate requirements for veneer matching.4. Indicate doors to be factory finished and finish requirements.5. Indicate fire-protection ratings for fire-rated doors.

C. Samples for Initial Selection: For factory-finished doors.D. Samples for Verification:

1. Factory finishes applied to actual door face materials, approximately 8 by 10 inches, for each material and finish. For each wood species and transparent finish, provide set of three

samples showing typical range of color and grain to be expected in the finished work.2. Frames for light openings, 6 inches long, for each material, type, and finish required.

1.4 INFORMATIONAL SUBMITTALS

A. Warranty: Sample of special warranty


A. Source Limitations: Obtain flush wood doors from single manufacturer.B. Quality Standard: In addition to requirements specified, comply with AWi's "Achitectural Woodwork

Quality Standards Illustrated"1. Provide AWi Quality Certification Labels or an AWi letter of licensing for Project indicating that

doors comply with requirements of grades specified.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Comply with requirements of referenced standard and manufacturer's written instructions.B. Package doors individually in plastic bags or cardboard cartons.C. Mark each door on top and bottom rail with opening number used on Shop Drawings.


A. Environmental Limitations: Do not deliver or install doors until spaces are enclosed and weathertight, wet work in spaces is complete and dry, and HVAC system is operating and maintaining ambient temperature and humidity conditions at occupancy levels during the remainder of the construction period.

1.8 WARRANTY

A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace doors that fail in materials or workmanship within specified warranty period.

1. Failures include, but are not limited to, the following:a. Warping (bow, cup, or twist) more than 1/4 inch in a 42-by-84-inch section.b. Telegraphing of core construction in face veneers exceeding 0.01 inch in a 3-inch

span.

2. Warranty shall also include installation and finishing that may be required due to repair or replacement of defective doors.

3. Warranty Period for Solid-Core Interior Doors: Life of installation.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:1. Algoma Hardwoods, Inc.2. Chappell Door Co.3. Eggers Industries.4. Ideal Architectural Doors & Plywood.5. VT Industries Inc.

2.2 DOOR CONSTRUCTION, GENERAL

A. WDMA I.S.1-A Performance Grade:1. Heavy Duty unless otherwise indicated.2. Standard Duty: Closets (not including janitor's closets), toilet rooms and where indicated.

B. Particleboard-Core Doors:1. Particleboard: ANSI A208.1,2. Provide doors with either glued-wood-stave or structural-

composite-lumber cores instead of particleboard cores for doors indicated to receive exit devices.

C. Structural-Composite-Lumber-Core Doors:1. Structural Composite Lumber: WDMA I.S.10.

a. Screw Withdrawa,l Face: 700 lbf.b. Screw Withdrawa,l Edge: 400 lbf.

D. Fire-Protection-Rated Doors: Provide core specified or mineral core as needed to provide fire-protection rating indicated.

E. Mineral-Core Doors:1. Core: Noncombustible mineral product complying with requirements of referenced quality

standard and testing and inspecting agency for fire-protection rating indicated.2. Blocking: Provide composite blocking with improved screw-holding capability approved for use

in doors of fire-protection ratings indicated as needed to eliminate through-bolting hardware.3. Edge Construction: At hinge stiles, provide laminated-edge construction with improved screw-

holding capability and split resistance. Comply with specified requirements for exposed edges.

2.3 VENEERED-FACED DOORS FOR TRANSPARENT FINISH

A. Interior Solid-Core Doors1. Grade: Custom (Grade A faces).2. Species: Select white birch.3. Cut: Rotary cut.4. Match between Veneer Leaves: Book match.5. Assembly of Veneer Leaves on Door Faces: Running match.6. Exposed Vertical Edges: Same species as faces or a compatible species.7. Core: Particleboard unless otherwise required, above.8. Construction: Five plies. Stiles and rails are bonded to core, then entire unit abrasive planed

before veneering. Faces are bonded to core using a hot press.

2.4 FABRICATION

A. Factory fit doors to suit frame-opening sizes indicated. Comply with clearance requirements of referenced quality standard for fitting unless otherwise indicated.

1. Comply with requirements in NFPA 80 for fire-rated doors.B. Factory machine doors for hardware that is not surface applied. Locate hardware to comply with DHI-

WDHS-3. Comply with final hardware schedules, door frame Shop Drawings, DHI A115-W series standards, and hardware templates.1. Coordinate with hardware mortises in metal frames to verify dimensions and alignment before

factory machining.C. Openings: Cut and trim openings through doors in factory.

1. Light Openings: Trim openings with moldings of material and profile indicated.2. Glazing: Factory install glazing in doors indicated to be factory finished. Comply with

applicable requirements in Section 088000 "Glazing."3. Louvers: Factory install louvers in prepared openings

C. Openings: Cut and trim openings through doors in factory.1. Light Openings: Trim openings with moldings of material and profile indicated.2. Glazing: Factory install glazing in doors indicated to be factory finished. Comply with

applicable requirements in Section 088000 "Glazing."3. Louvers: Factory install louvers in prepared openings..

2.5 FACTORY FINISHING

A. General: Comply with referenced quality standard for factory finishing.Complete fabrication, including fitting doors for openings and machining for hardware that is not surface applied, before finishing.1. Finish faces, all four edges, edges of cutouts, and mortises. Stains and fillers may be omitted

on top and bottom edges, edges of cutouts, and mortises.B. Finish doors at factory.C. Transparent Finish:

1. Grade: Custom.2. Finish: AWi conversion varnish or catalyzed polyurethane system.3. Staining: As selected by Architect from manufacturer's full range.4. Sheen: Satin.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine doors and installed door frames before hanging doors.1. Verify that frames comply with indicated requirements for type, size, location, and swing

characteristics and have been installed with level heads and plumb jambs.2. Reject doors with defects.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION

A. Hardware:For installation, see Section 087100 "Door Hardware" and Section 087111 "Door Hardware (Descriptive Specification).

B. Installation Instructions: Install doors to comply with manufacturer's written instructions and the referenced quality standard, and as indicated.1. Install fire-rated doors in corresponding fire-rated frames according to NFPA 80.

C. Factory-Fitted Doors: Align in frames for uniform clearance at each edge.D. Factory-Finished Doors: Restore finish before installation if fitting or machining is required at Project

site.

3.3 ADJUSTING

A. Operation: Rehang or replace doors that do not swing or operate freely.B. Finished Doors: Replace doors that are damaged or that do not comply with requirements. Doors may

be repaired or refinished if work complies with requirements and shows no evidence of repair or refinishing.


PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates, areas and conditions, with Installer present, for compliance with requirements for maximum moisture content, installation tolerances, and other conditions affecting performance of wood flooring.

B. Proceed with installation only after unsatisfactory conditions have been corrected.C. Concrete Slabs: Verify that concrete substrates are dry and moisture-vapor emissions are within

acceptable levels according to manufacturer's written instructions.

3.2 PREPARATION

A. Concrete Slabs: Grind high spots and fill low spots to produce a maximum 1/8-inch deviation in any direction when checked with a 10-foot straight edge.1. Use trowelable leveling and patching compounds, according to manufacturer's written

instructions, to fill cracks, holes, and depressions in substrates.B. Remove coatings, including curing compounds, and other substances on substrates that are

incompatible with installation adhesives and that contain soap, wax, oil, or silicone, using mechanical methods recommended by manufacturer. Do not use solvents.

C. Broom or vacuum clean substrates to be covered immediately before product installation. After cleaning, examine substrates for moisture, alkaline salts, carbonation, or dust. Proceed with installation only after unsatisfactory conditions have been corrected.

3.3 FIELD FINISHING

A. Broom clean and set all nails and fasteners below surface of hardwood. Secure loose flooring by blind nailing or face nailing in inconspicuous manner.

B. Strip sand in the direction of the flooring/grain with drum stripper. Do not over sand. Before sanding, verify that sanding will not compromise the integrity of the tongue and grove structure. If sanding will cause the flooring to fail, inform the Owner prior to sanding.

C. Finish sand flooring to remove offsets, ridges, cups, and sanding-machine marks that would be noticeable after finishing. Vacuum and tack with a clean cloth immediately before applying finish.1. Comply with applicable recommendations in NWFA's "Installation Guidelines: Wood

Flooring.".D. Fill open-grained hardwood.E. Fill and repair wood flooring seams and defects. Replace damaged, split or deteriorated flooring.F. Apply floor-finish materials in number of coats recommended by finish manufacturer for application

indicated, but not less than one coat of floor sealer and two finish coats.1. Apply stains to achieve an even color distribution matching approved Samples.2. For water-based finishes, use finishing methods recommended by finish manufacturer to

minimize grain raise.G. Cover wood flooring before finishing.H. Do not cover wood flooring after finishing until finish reaches full cure, and not before seven days after

applying last finish coat.

3.4 PROTECTION

A. Protect refinished wood flooring during remainder of construction period with covering of heavy kraft paper or other suitable material. Do not use plastic sheet or film that might cause condensation.1. Do not move heavy and sharp objects directly over kraft-paper-covered wood flooring.

Protect flooring with plywood or hardboard panels to prevent damage from storing or moving objects over flooring.


3.2 CLEANING

A. Keep components clean during installation. Remove adhesives, sealants and other stains. Keep clean until Date of Substantial Completion. Replace stained and damaged components



Bedroom 1Bedroom 3

Bedroom 2

Kitchen / Dining

Living Rm.

BATHROOM

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FRIDGE

Bedroom 1Bedroom 3

Bedroom 2

Kitchen / Dining

Living Rm.

BATHROOM

A B30 1 4,000 2 20 A/2 3 4,000 4 20 A20 D 5 3,000 6 20 A20 A 7 0 8 20 A20 A 9 0 10 20 A20 A 11 0 12 20 A15 A 13 864 14 2020 A 15 1,128 16 20/2 17 1,128 18 20 20 A 19 500 20 -- -- 21 0 22 -- -- 23 0 24 -- -- 25 0 26 -- -- 27 0 28 -- -- 29 41 30 --

Y RANGE - CALC. ONLY CONN. LOAD /PHASE (VA) 9,033 5,628AREA SQUARE FOOTAGE

TOTAL CONNECTED: 14.7 SERVICE: MAIN LUGS ONLY A. TOTAL AMPS: 61.1 FEEDER:

NEC 220.82 DEMAND 75.7 MOUNTING:X MAIN BREAKER 100 A. AIC:

CKT. BREAKER NOTES FOR EXISTING OR NEW PANEL: A = ARC FAULT, H = HACR, L = LOCK-ON DEVICE., D = DUAL GFCI / ARC FAULTCKT. BREAKER NOTES FOR EXISTING PANEL: R = EXISTING WITH REVISED LOADS, N = NEW BREAKER/LOAD, E = EXISTING TO REMAIN.

LOAD CENTER A

DESCRIPTION LOAD

TRIP

CKT VA

VA PER PHASE

VA

CKT

TRIP

DESCRIPTION LOAD

DRYER 2,500 1,500 SMALL APPLIANCE RECEPTACLES" 2,500 1,500 SMALL APPLIANCE RECEPTACLESLAUNDRY GFCI RECEPTACLE 1,500 1,500 REFRIGERATOR

KITCHEN RECEPTACLES 0 0 BEDROOM/HALL RECEPTACLESF-1 864 0 SPARE

LIGHTING/SMOKES 0 0 BEDROOM RECEPTACLESLIVING ROOM RECEPTACLES 0 0 BEDROOM RECEPTACLES

WH-1 500 0 SPACESPACE 0 0 SPACE

CU-1 1,128 0 SPARE" 1,128 0 SPARE

SPACE 0 0 SPACESPACE 0 41 EF-1 (CALC ONLY)

SPACE 0 0 SPACESPACE 0 0 SPACE

1,048

RECESS10K

SEE RISER

OPT. CALC. (NEC 220.82.B & C) INFO. LOADS DEMAND - OTHER LOADS 22644 Watts1ST 10 KVA OTHER LOADS @ 100%: 10000 10000 WattsREMAINDER OTHER LOADS @ 40%: 12644 5058 WattsELECTRIC HEAT @ 65% 0 0 WattsHVAC HEAT PUMPS @ 100%: 0 0 WattsHVAC COOLING @100% 2256 2256 WattsHVAC BLOWER @ 100% 864 864 WattsAPARTMENT DEMAND LOADS: 18178 Watts 75.7 Amps

STANDARD CALCULATION FOR SERVICE 220.84

DESCRIPTION INFO.LTG/RECEP (3 WATTS/SF) 1,048 3144 WattsAPPLIANCE 1500W EACH 2 3000 WattsRANGE CALC ONLY 8000 WattsDRYER 2500 Watts" 2500 WattsLAUNDRY GFCI RECEPTACLE 1500 WattsWH-1 500 WattsREFRIGERATOR 1500 Watts

ELECTRIC HEAT @ 100% 0 0 WattsHEAT PUMPS @ 100%: 0 0 WattsAC UNIT @ 100% 2256 2256 WattsHVAC BLOWER @ 100% 864 864 Watts

APARTMENT DEMAND LOADS: 25764 Watts 107.4 Amps

LOAD CENTER A

LOAD CALCULATION METER BANK 1EX. 150 AMP 120/240V, 1 PHASE, 3 WIRE SERVICEEXISTING/NEW UNIT LOADS:NEW UNIT #836 1 X 25764 25,764 WATTSEX. UNIT #838 (EST) 1 X 25764 25,764 WATTSUNIT #3 PER NEC 220.85 1 X 25764 25,764 WATTS

TOTAL UNIT CONNECTED LOAD: 77292 77,292 WATTS322.1 AMPS

DEMAND FACTOR PER NEC 220.84 0.45

TOTAL UNIT DEMAND LOAD: 34,781 WATTS144.9 AMPS

TOTAL SERVICE DEMAND LOAD: 34,781.4 WATTS144.9 AMPS

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