OUTDOOR EVENTS SHELTER UNC CHARLOTTE SCO ID# 14-11196 … · addendum no.: three date: march 4,...

ADDENDUM NO.: THREE DATE: March 4, 2015 PROJECT TITLE: OUTDOOR EVENTS SHELTER

UNC CHARLOTTE SCO ID# 14-11196-01A WTS Project No. 1432/ File 7.0 WRITTEN BY: Michael Watson, AIA, LEED AP BD+C TO: Prospective Bidders / Plan Holders This addendum is issued pursuant to the University of North Carolina General Administration Instructions to Bidders and General Conditions of the Contract in connection with the revision of Bidding Documents which have been previously issued. Addenda are issued prior to execution of Contract. All instructions contained herein shall be reflected in the Contract Sum and this Addendum will be made a part of the Contract Documents, if, as, and when a Construction Contract is awarded. This Addendum forms a part of the Contract Documents and modifies the original documents dated February 18, 2015, as noted below. Acknowledge receipt of this Addendum in this space provided on the Form of Proposal. Failure to do so will subject the Bidder to disqualification. This Addendum consists of 4 pages and the following attachments: Plan Holder List 03/04/15 ................................................................................................... 01 Page T1.0 Title Sheet .................................................................................................................. 01 Sheet A0.1 Assembly Types & Partition Types & Job Sign & Tennis Center RCP ......................... 01 Sheet A7.1 Door Schedule, Door Details and Finish Schedule ..................................................... 01 Sheet E0.10 Electrical Site Plan .................................................................................................... 01 Sheet A. REVISIONS TO THE PROJECT MANUAL:

1. SECTION 012100 “ALLOWANCES”

Revise 3.3 “SCHEDULE OF ALLOWANCES” Delete 3.3, C and Add 3.3, C as follows:

“Allowance No 3: Lump-Sum Allowance: Include $15,000 for CMUD tap fee for new sanitary sewer line.”

The University of North Carolina at Charlotte Outdoor Events Shelter Watson Tate Savory, Inc. #1432 UNCC Code 41426 Item 309

ADDENDUM THREEMarch 04, 2015

2. SECTION 099113 “EXTERIOR PAINTING”

Revise 2.3 “PRIMERS/SEALERS”

Add 2.3, B as follows: “B. Galvanized Primer: MPI #134.”

Revise 2.4 “METAL PRIMERS” Add to 2.4, A – as follows:

“…MPI #23.”

3. SECTION 099113 “EXTERIOR PAINTING” Revise 3.4 “EXTERIOR PAINTING SCHEDULE”

Add to A,1., a - as follows: “a. Touch up with Primer: MPI #23.”

Add to A,1,b & c – as follows: “b. MPI #94.” “c. (Gloss Level 5). MPI #94.” Add to B,1., a - as follows:

“a. MPI #134.” Add to B,1,b – as follows: “b. MPI #94.” “c. MPI #94.” Revise B,1,c – as follows: “c. Topcoat: Alkyd, exterior, semi-gloss (Gloss Level 5) MPI #94.”

4. SECTION 099123 “INTERIOR PAINTING” Revise 3.6 “INTERIOR PAINTING SCHEDULE”

Add to A,1., b - as follows: “a. (two coats) MPI #94.”

Revise B,1,a – as follows:

“a. Topcoat: Alkyd Enamel for galvanized steel (Gloss Level 5) Semi-Gloss. MPI #94. (two coats)”



Add to C,1., a - as follows: “a. MPI #50.”

Revise C,1, b - as follows: “b. Topcoat: Latex, interior, institutional low odor/VOC (Semi-Gloss Level 5) (two coats). MPI #141” Add paragraph D – as follows: “D. Concrete Floor a. Primer: Epoxy MPI #77, reduced. b. Topcoat: Epoxy MPI #77 full body per manufacturer instructions. (two coats). c. Additive: In top coat only: “Sharp Grip” non-slip additive or approved equal.”

5. SECTION 133419 “METAL BUILDING SYSTEMS” Revise 2.1 “MANUFACTURERS” in ADDENDUM NO 1.

Add 2.1 C, 12 as follows: “12. Inland Buildings, a Schulte Building Systems Company."

B. REVISIONS TO DRAWINGS:

1. T1.0 TITLE SHEET

A. A new abbreviation was added to the abbreviations list. B. The sheet name for Sheet A0.1 was revised.

2. C5.0 GRADING PLAN A. The following note has been added to this sheet:

1. “No construction, development, or storage of materials shall be allowed below the 100 year floodplain elevation of 600.20.”

3. S3.1 FOUNDATION DETAILS A. Add note as follows to detail 07/S3.1-Typical Control Joint:

1. “Do not cut welded wire fabric.” 4. A0.1 ASSEBMLY TYPES & PARTITIONS TYPES & JOB SIGN & TENNIS CENTER RCP

A. Details 3, 4, 5/A0.1 were added to clarify the scope of work associated with installing the electrical conduits at the existing Tennis Center Building.

B. The sheet name for Sheet A0.1 was revised.



5. A7.1 DOOR SCHEDULE, DOOR DETAILS, AND FINISH SCHEDULE A. Finish Schedule was revised.

6. E.10 ELECTRICAL SITE PLAN A. Detail 1/E.10 was revised to show a revised routing of the new

electrical conduit at the Tennis Center. Further clarification was given for the scope of work required to install the new electrical conduit at the Tennis Center.

C. BIDDER CLARIFICATION REQUESTS:

RFI No.

RFI Response

02 Can contractors and sub-contractors schedule a visit to see the interior of the Tennis Complex?

Contractors and sub-contractors may contact the University Project Manager Donia Schauble at [email protected] or by phone at 704-687-0520 to schedule a visit of the Tennis Complex. Contractor are free to visit and walk the project construction site at any time, but may not enter current fenced in construction areas adjacent to the site. Visitors must park in designated visitor parking areas. The closest visitor parking area is located in the Cone Deck.

END OF ADDENDUM 03

UNC Charlotte Outdoor Events Shelter Plan Holder List 03/04/2015 New Atlantic Contracting, Inc. Glenn Wise [email protected] Mike King [email protected] Ike’s Construction, Inc. David Isenhour [email protected] W.C. Construction Company, LLC Chris Hoover [email protected] Miles McClellan Construction Co. Tim McClellan [email protected] Aubrey Harless [email protected] Patrick McNulty [email protected] Carolina Recreation and Design Don Hemingway [email protected] Deanna Sherman [email protected] Wayne J Griffin Electric, Inc. Lisa Morton [email protected] Mike Burke [email protected] Metcon Building Infrastructure Tony Laskey [email protected] Holden Building Co. Dan Holden [email protected] Camps Construction Company Kevin McCutchen [email protected] EVS Construction & Development, Inc. Emmett Sapp [email protected] Daniel F Bauer [email protected]

mailto:[email protected]
















ROOM NAME

101

ROOM NAME

ROOM NUMBER

STOREFRONT/CURTAIN WALL

PARTITION TYPE

0 COLUMN GRID

SECTION NUMBER

SHEET NUMBER

SECTION

ELEVATION NUMBER

SHEET NUMBER

ELEVATION

A6.4

4

3 ELEVATION NUMBER

SYMBOLS:

XX

SF-01

ROOF ASSEMBLYRF-01

EXTERIOR WALL ASSEMBLYEW-01

DOOR NUMBER101A

A6.44

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O U T D O O R E V E N T S S H E L T E RU N I V E R S I T Y O F N O R T H C A R O L I N A A T C H A R L O T T E

CHARLOTTE, NCCONSTRUCTION DOCUMENTS

ARCHITECT:WATSON TATE SAVORY, INC.1307 W. MOREHEAD ST. SUITE 101CHARLOTTE, NC 28208

STRUCT./CIVIL:BULLA SMITH DESIGN ENGINEERING1347 HARDING PL.CHARLOTTE, NC 28204

MEP:OPTIMA ENGINEERING1927 S. TRYON ST. SUITE 300CHARLOTTE, NC 28203

UNCC CODE: 41426 ITEM: 309SCO ID: 14-11196-01A

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FEBRUARY 18, 2015

NO. SHEET NAMEA7.1 DOOR SCHEDULE, DOOR DETAILS AND FINISH SCHEDULE

MECHANICALM1.1 MECHANICAL PLAN

PLUMBINGP0.1 PLUMBING SCHEDULES, NOTES AND LEGENDP1.1 PLUMBING PLAN

ELECTRICALE0.0 ELECTRICAL NOTES AND LEGENDSE0.10 ELECTRICAL SITE PLANE1.0 FLOOR PLAN-LIGHTINGE1.1 FLOOR PLAN-POWERE5.0 ELECTRICAL SPECIFICATIONSE5.1 ELECTRICAL DETAILSE5.2 ELECTRICAL DETAILSE6.0 POWER RISER AND PANEL SCHEDULESE6.1 LIGHTING SCHEDULE

NO. SHEET NAME

ARCHITECTURALA0.1 ASSEMBLY TYPES & PARTITION TYPES & JOB SIGN & TENNIS

CENTER RCPA1.1 FLOOR PLANA1.2 ROOF PLANA2.1 FIRST FLOOR RCPA3.1 ELEVATIONSA3.2 ELEVATIONSA3.3 ELEVATIONS - ALTERNATESA3.4 ELEVATIONS - ALTERNATESA3.5 BUILDING SECTIONSA4.1 WALL SECTIONSA4.2 WALL SECTIONSA4.3 ROOF DETAILSA4.4 EXTERIOR DETAILSA4.5 EXTERIOR DETAILS - ALTERNATESA4.6 WINDOW ELEVATIONS AND DETAILSA6.1 ENLARGED TOILET PLANS AND ELEVATIONS

NO. SHEET NAMETITLE

T1.0 TITLE SHEET

GENERALG1.0 CODE REVIEWG1.1 LIFE SAFETY AND CODE SITE PLAN

CIVILC1.0 EXISTING SURVEYC2.0 DEMOLITION PLANC3.0 LAYOUT PLANC4.0 UTILITY PLANC5.0 GRADING PLANC6.0 EROSION CONTROL DETAILSC7.0 SITE DETAILSC7.1 UTILITY DETAILSC7.2 STORM DRAINAGE DETAILS

STRUCTURALS0.1 STRUCTURAL NOTESS0.2 SCHEDULE OF SPECIAL INSPECTIONSS1.1 FOUNDATION PLANS3.1 FOUNDATION DETAILSS3.2 FOUNDATION DETAILSS3.3 FOUNDATION DETAILS

INDEX OF DRAWINGS:GA GAUGEGWB GYPSUM WALL BOARDHGT HEIGHTHVAC HEATING VENTILATION AIR

CONDITIONINGMATL MATERIALMAX MAXIMUMMFG MANUFACTURERMIN MINIMUMMR GWB MOISTURE RESISTANT GYPSUM WALL

BOARDMTL METALNO NUMBERO.C. ON CENTEROD OVERFLOW DRAINOH OPPOSITE HANDPNT PAINTRCP REFLECTED CEILING PLANRD ROOF DRAINSIM SIMILARSPNK SPRINKLEREDT.O. TOP OFTBD TO BE DETERMINEDTEMP TEMPORARYTYP. TYPICALU.N.O. UNLESS NOTED OTHERWISEV.I.F. VERIFY IN FIELDVCT VINYL COMPOSITE TILEw/ WITHWD WOOD

& AND@ ATA.F.F. ABOVE FINISH FLOORACT ACOUSTICAL CEILING TILEAESS ARCHITECTURAL EXPOSED

STRUCTURAL STEELAWI AMERICAN WOOD INSTITUTECFMF COLD FORMED METAL FRAMINGCJ CONTROL JOINTCL CENTERLINECONC CONCRETECPT CARPETDIA DIAMETERDS DOWNSPOUTEA. EACHEF EACH FACEEIFS EXTERIOR INSULATION FINISH

SYSTEMSEJ EXPANSION JOINTEQ EQUALEWC ELECTRICAL WATER COOLEREXST EXISTINGF.O. FACE OFFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFLU FLUOROPOLYMER FINISH

ABBREVIATIONS

PROJECT LOCATION:

REGION MAP:

OUTDOOREVENTSBUILDING

1

1

F.E.C. F.E.C.

F.E.C.

F.E.C. F.E.C.

WOMEN'SREST.

Y

106

107

110

111

103

104

102

100

112

116

118

117

119

120

115

114

101

113

122

123

109

124

105

108

118A

TEAM

MEN'S REST.

JAN.

CORRIDOR

SHWR.

LOCKERS

STORAGE

BREEZEWAY

CORRIDOR

TRAINING

STRINGING

WHIRLPOOL

MAIN ELECTRICAL

STORAGE

MACH. RM.

ELEV. STAIRS

TELE./IT

SPRK.

SEC.

SHWR. STOR.

LOCKERS

OFFICE

TANK

CONTROLLER

SDSD SD SDSD

SD

SD

SD

SD

SD

SD

SDSD

SD

4 10'-0"______

4 12'-2"______

2 10'-0"______

4 9'-0"______

7________________

7________________

7________________

7________________

7________________ 4

8'-0"______ 4

8'-0"______

4 12'-6"______

4 7'-6"______

4 7'-6"______

4 10'-0"______

4 10'-0"______

4 8'-6"______

4 10'-0"______

1 10'-0"______

4 10'-0"______

4 8'-0"______

1 8'-0"______

4 8'-0"______

4 8'-6"______

4 10'-0"______

4 10'-0"______

4 10'-0"______

7________________

7________________

7________________

1 8'-0"______

4 12-6"______

8 8'-0"______

8 8'-0"______

8 8'-0"______

4 7'-0"______

4 7'-0"______

1 10'-0"______

1 8'-0"______

H____

1 8'-0"______

4 8'-0"______

4 8'-0"______C.J.

C.J.

C.J.

OPEN TOSTAIR(ABOVE)

C.J. C.J

.C.J

.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.C.J.

C.J.

C.J.

C.J. C.J. C.J. C.J.

INACESSIBLEAREA

INACESSIBLEAREA

INACESSIBLEAREA

INACESSIBLEAREA

C.J. C.J.

C.J.

C.J.

CLEAR

CLEA

R

20"x20" ACCESSPANEL, TYP.PROVIDE CEILING

MOUNTED CURTAINTRACK WITH CURTAIN

PARTITION TYPE LEGEND:CATEGORY

A-E STUD WALLS M CMUF FURRING J-L WOODG-J SHAFT WALLS

TYPESEE SCHEDULE THIS SHEET

FIRE RATINGSEE SCHEDULE THIS SHEET

INSULATIONSEE DESCRIPTION THIS SHEET

20 = 20 MIN30 = 30 MIN45 = 45 MIN

01 = 1 HOUR02 = 2 HOUR03 = 3 HOUR

ADDITIONAL FINISHSEE DESCRIPTION THIS SHEET

1-HOUR RATED PARTITION

2-HOUR RATED PARTITION

HEIGHT CONDITION CODESEE DESCRIPTION THIS SHEET

UNRATED PARTITION

A3-aS 01 2

SEE SCHEDULE

T

5/8" MOISTURE RESISTANT GYPSUMWALLBOARD

09 2900.A

SCHEDULED MTL STUD09 2216.A

SOUND ATTENUATION BLANKET09 2900.J

APPLIED FINISHES,SEE FINISH SCHEDULE/PLANS

WHERE SCHEDULED

ACONSTRUCTION:

ACOUSTICAL:

STUD SIZE 2-1/2"

GWB THICKNESS

PARTITION THICKNESS (T)

5/8"

3-3/4"

3-5/8"

5/8"

4-7/8"

4"

5/8"

5-1/4"

6"

5/8"

7-1/4"

NO INSULATION (STC) 40

TESTING NO. (USG)

ONE LAYER OF GYPSUM WALL BOARD APPLIED TO EACH SIDE OF METAL STUDS

8"

5/8"

9-1/4"

49INSULATION (STC)

FIRE RATING:

LIMITING HEIGHT:5 PSF LATERAL LOADL/240 MAX DEFLECTION

FOR STUD SIZE (GAGE) AND SPACING,REFER TO MANUFACTURER AND SUBMIT DATA

A1 A2 A3 A4 A5

40

49

40

49

40

49

40

49

1

SPECIAL CONDITIONS:

TEST NUMBER (UL DES) N/A U465 U465 U465 U465

1-HOUR, WHERE INDICATED (SEE PLAN)

TYPE S, T - SEE INSULATION NOTES

x yz

FINISHES PER SCHEDULE

NOTES:

SEE SCHEDULE

T


09 2900.A

SCHEDULED MTL STUD09 2216.A

SOUND ATTENUATION BLANKET09 2900.J

APPLIED FINISHES,SEE FINISH SCHEDULE/PLANS

,WHERE SCHEDULED

BCONSTRUCTION:

ACOUSTICAL:

STUD SIZE 2-1/2"

GWB THICKNESS

PARTITION THICKNESS (T)

3-5/8"

5/8"

4"

5/8"

4-5/8"

6"

5/8"

6-5/8"

NO INSULATION (STC)

TESTING NO. (USG)

ONE LAYER OF GYPSUM WALL BOARD APPLIED TO ONE SIDE OF METAL STUDS

8"

5/8"

8-5/8"

INSULATION (STC)

FIRE RATING:

LIMITING HEIGHT:5 PSF LATERAL LOADL/240 MAX DEFLECTION

FOR STUD SIZE (GAUGE) AND SPACING,REFER TO MANUFACTURER AND SUBMIT DATA

B1 B2 B3 B4 B5

40

49

40

49

40

49

2

SPECIAL CONDITIONS:

TEST NUMBER (UL DES) U465 U465 U465

1-HOUR, WHERE INDICATED (SEE PLAN)

TYPE S, T - SEE INSULATION NOTES

xyz

FINISHES PER SCHEDULE

NOTES:

4-1/4"

5/8"

3-1/8"

--

--

--

--

-- --

U465 U465

EW-01

PLAN DETAIL:

CONSTRUCTION: SECTION DETAIL:

FACE BRICK04 2000.AN

04 2000.AQ

EXTERIOR INTERIOR

EXTERIOR

INTERIOR

05 4000.C

1' -

2 3/

4"

6" COLD-FORMED MTL STUDFRAMING

05 4000.C

04 2000.AG

MASONRY WALL TIES AT 16" O.C.VERTICALLY AND HORIZONTALLY

04 2000.AG

3 5/

8"2

5/8"

2 1/

2"6"

04 2000.AN

3 5/8"2 5/8"

2 1/2" 6"

1' - 2 3/4"

CAVITY DRAINAGE MESH, FULLHEIGHT OF WALL CAVITY

04 2000.S

2 1/2 GLASS-FIBER REINFORCEDPOLYISOCYANURATE BOARDINSUL. TAPE ALL JOINTS ANDSEAMS.

04 2000.AQ

04 2000.S

04 2000.AS

2 5/8" AIR SPACE04 2000.AS

EW-02

PLAN DETAIL:

CONSTRUCTION: SECTION DETAIL:

EXTERIOR SMOOTH METAL WALLPANEL, BY METAL BUILDING MFG

13.3419.AW

04 2000.AQ

EXTERIOR INTERIOR

EXTERIOR

INTERIOR

05 4000.C


05 4000.C

1 1/

2"2

1/2"

6"

13.3419.AW

1 1/2"2 1/2" 6"2 1/2 GLASS-FIBER REINFORCED

POLYISOCYANURATE BOARDINSUL. TAPE ALL JOINTS ANDSEAMS.

04 2000.AQ

10"

8"3"

VERTICAL RIB STANDING-SEAMMETAL ROOF PANEL, BY METALBUILDING MFG

13 3419.H

8" STEEL PURLIN,BY METALBUILDING MFG

13 3419.K

W-01CONSTRUCTION:

2" x 4 1/2" GLAZED ALUM WINDOW(EXTERIOR) 1

ALUMINUM WINDOW HEAD08 5113.D

BASIS OF DESIGN:EFCO 2900 SERIES ALUMINUM WINDOW (2" x 4 1/2")

PLAN DETAILS:

SECTION DETAIL:

INSULATING GLASS UNIT08 5113.GGLAZING SEALANT, AS REQ'D BY MANUFACTURER08 5113.LSEALANT AND BACKER ROD07 9200.B

ALUMINUM WINDOW MUNTIN08 5113.EALUMINUM WINDOW SILL08 5113.BALUMINUM WINDOW JAMB08 5113.C

MULLION: JAMB:

EXTERIOR

08 5113.G

08 5113.E

EXTERIOR

MULLION

HEAD

08 5113.D

07 9200.B

08 5113.G

08 5113.G

08 5113.B

07 9200.B SILL

08 5113.G

08 5113.E

3/8"

08 5113.C

07 9200.B

3/8"

4 1/2"

3/8"

08 5113.N

4 1/2"

3' - 8"

3' - 10 1/2"

8' -

0"

7 1/4"

4"

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"

1 1/

4"2"

1"1 1/

2"

1"

1 1/

2"

1 1/

4"2"

1"1 1/

2"

1"1

1/2"

4"

GRADE

3"3"

8 1/

2"2'

- 5"

COLOR IMAGE TO BEPROVIDED BYARCHITECT

NEW MOISTURE RESISTANT GYPSUMWALL BOARD SOFFIT WITH PLASTERFINISH TO MATCH EXISTING CEILINGWITH 3 5/8" METAL STUD FRAMING.FINISH AND COLOR TO MATCH EXISTINGCEILING. CUT AND PATCH EXISTINGGYPSUM WALLBOARD AS REQUIRED TOINSTALL NEW SOFFIT. EXISTING METALSUPPORT SYSTEM TO REMAIN.

V.I.F

.1'

- 6

1/2"

V.I.F.

27' - 11 1/4"

4

A0.1

ALIGNALIGN

DASHED LINE INDICATESEXISTING SOFFIT. REMOVEEXISTING FINISH ATEXISTING SOFFIT. EXISTINGMETAL STUDS TO REMAIN.

1

EXIST. 20" X 20"ACCESS PANEL





NEW 20" X 20" FLUSH ACCESS PANEL WITH CONCEALED FLANGES.MANUFACTURERS: 1. BABCOCK-DAVIS 2. ELMDOR/STONEMANMANUFACTURING CO. 3. J.L. INDUSTRIES INC. 4. LARSEN'SMANUFACTURING COMPANY 5. MILCOR INC. 6. NYSTROM INC.ASSEMBLY DESCRIPTION: FABRICATE PANEL TO FIT FLUSH TOFRAME. PROVIDE FRAME WITH GYPSUM BOARD BEADS FORCONCEALED FLANGE INSTALLATION.FINISH: COLOR TO MATCH EXISTING CEILING COLORHINGES: MANUFACTURER'S STANDARDHARDWARE: LOCK

EQ EQ

EQEQ


5

A0.1

NEW MOISTURE RESISTANTGYPSUM WALL BOARD WITHPLASTER FINISH TO MATCHEXISTING CEILING. FINISH ANDCOLOR TO MATCH CEILING. ALIGN

EXISTING WALL BEYOND

EXISTING DOOR BEYOND

EXISTING GYPSUM WALLBOARD TO REMAIN AT THISLOCATION. PATCH ANDREPAIR ANY DAMAGEDAREAS.

EXISTING METAL STUDFRAMING TO REMAIN ATTHIS LOCATION

EXISTING METAL STUDFRAMING TO REMAIN ATTHIS LOCATION

V.I.F.

1' - 6 1/2"ALIGN

EXISTING SOFFIT BEYOND

1

EXISTING CEILING FINISH.CUT AND PATCH ASREQUIRED TO INSTALL NEWSOFFIT

NEW CONDUIT. SEEELECTRICAL.

NEW 3 5/8" METAL STUDFRAMING

EXISTING METAL SUPPORTSYSTEM TO REMAIN.

NEW MOISTURE RESISTANTGYPSUM WALL BOARD WITHPLASTER FINISH TO MATCHEXISTING CEILING. FINISHAND COLOR TO MATCHCEILING. ALIGN

EXISTING WALL BEYOND

EXISTING DOOR BEYOND


V.I.F.

1' - 6 1/2"

1

EXISTING METAL SUPPORTSYSTEM TO REMAIN.

NEW CONDUIT. SEEELECTRICAL.


EXISTING CEILING FINISH.CUT AND PATCH ASREQUIRED TO INSTALLNEW SOFFIT

WTS Project Number:

Date:

Revisions:

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FEBRUARY 18, 2015

CONSTRUCTION DOCUMENTS

A0.1

ASSEMBLY TYPES& PARTITIONTYPES & JOB

SIGN & TENNISCENTER RCP

1432

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S SOUND BARRIER PARTITIONS ARE NOTED AS SUFFIX "S" AT SOUNDBARRIER PARTITIONS. PROVIDE SOUND ATTENUATION BLANKET ASINDICATED IN THE TABLE BELOW. FILL VOIDS BETWEEN OVERHEADTRACK AND STRUCTURE WITH SOUND ATTENUATION BLANKET ANDSEAL PERIMETER. REFER TO SPECIFICATIONS FOR ADDITIONALINFORMATION AND REQUIREMENTS.

T THERMAL BARRIER PARTITIONS ARE NOTED WITH SUFFIX "T". PROVIDEFULL THICKNESS FIBERGLASS BATT INSULATION WITH VAPORRETARDER ON THE WARM SIDE OF THE PARTITION

a PARTITIONTO EXTEND TO UNDERSIDE OF CEILING ABOVE (FIRE RATED,NON-RATED, AND SOUND BARRIER PARTITION ASSEMBLIES)

b PARTITION METAL STUDS TO EXTEND TO STRUCTURE ABOVE, GYPSUMWALLBOARD ON ONE SIDE OF METAL STUD TO EXTEND TO STRUCTUREABOVE, OPPOSITE SIDE OF METAL STUD GYPSUM WALLBOARDTERMINATES 6" ABOVE HIGHEST ADJACENT CEILING

c SUSPENDED DRYWALL PARTITION FROM STRUCTURAL DECK ABOVE

HEIGHT CONDITION CODE NOTES:

INSULATION NOTES:

1. WHERE FIRE TESTS ARE INDICATED IN PARTITION DESCRIPTION,CONFIGURE AND INSTALL PARTITION PER TESTING AGENCY CRITERIAOR OTHER TESTS APPROVED BY LOCAL CODE OFFICIALS. TESTINGAGENCY CRITERIA MAY INCLUDE ADDITIONAL COMPONENTS NOTSPECIFICALLY INDICATED ON THIS SCHEDULE OR REFERENCEDDETAILS.

2. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SHALL ESTABLISHLOCATION OF ALL PARTITIONS. LARGER SCALE DRAWINGS HAVEPRIORITY OVER SMALLER SCALE DRAWINGS. CONTRACTOR SHALLNOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN THE DRAWINGSBEFORE PROCEEDING WITH CONSTRUCTION.

3. GYP BD IS 5/8 INCH TYPE "X" FIRE RATED GYP BD, TYPICAL. SOMEPARTITIONS SUBSTITUTE 5/8 INCH TYPE "X" IN LIEU OF 1/2 INCH TYPE"C" REQUIRED BY LISTED TEST REPORT. CONFIRM APPROVAL OF THISSUBSTITUTION BY THE BUILDING OFFICIAL.

4. DRYWALL PARTITION CONTROL JOINTS ARE REQUIRED ATAPPROXIMATELY 30'-0" O.C. FOR STRAIGHT AND CONTINUOUS WALLS,AT OPENING LOCATIONS, OR AS NOTED OTHERWISE ON DRAWINGS.WHERE NOT SPECIFICALLY INDICATED ON THE DRAWINGS SUBMITCONTRACTOR'S PROPOSED CONTROL JOINT LOCATIONS TOARCHITECT FOR APPROVAL.

5. DO NOT PLACE MECHANICAL AND/OR ELECTRICAL DEVICES BACK TOBACK IN SOUND BARRIER PARTITIONS. ALL DEVICES TO BE PLACED INSEPARATE STUD SPACES WITH 8" O.C. MIN. SEPARATION.

6. DUCT PENETRATIONS THROUGH SOUND BARRIER PARTITIONS TO RECIEVE PERIMETER SOUND SEAL BETWEEN DUCT AND WALL

FRAMING ON BOTH SIDES OF GYPSUM WALLBOARD LAYER MEETINGDUCT SURFACES.

7. ALL INTERIOR GYP. BD. PARTITIONS SHALL BE CONSTRUCTED WITHWATER RESISTANT GYP. BD. OR EQUAL AS THE SUBSTRATE. PREPARESUBSTRATE TO RECEIVE SCHEDULED WATER RESISTANT WALL PANELSOR HIGH PERFORMANCE PAINT FINISHES.

8. FINISH ALL EXPOSED GYP BD CONSTRUCTION. ALL GYP BDCONSTRUCTION SHALL BE TAPED AND FLOATED. ALL EXPOSEDCONSTRUCTION WILL BE SANDED SMOOTH TO REMOVE ALLINDICATION OF THE JOINT WITH A VISUAL INSPECTION AND PREPAREDTO RECIEVE THE APPROPRRIATE SCHEDULED WALL FINISH. FINISHSHALL BE IN ACCORDANCE WITH THE ROOM FINISH SCHEDULEAND/OR FINISH LEVELS NOTED IN THE GYPSUM BOARD SPECIFICATIONSECTION 092900.

9. PARTITIONS ARE DIMENSIONED TO FACE OF GYP BD, FACE OFMASONRY. ANY INTERIOR PARTITIONS DIMENSIONED TO FACE OFMETAL STUD ARE NOTED - "FOS" (FACE OF STUD).

10. PERIMETER DIMENSIONS ARE TO FACE OF WALL BELOW SILL U.O.N.

11. PROVIDE 0.0312 INCH METAL BLOCKING AS SHOWN OR AS REQUIREDFOR ATTACHMENT OF WALL MOUNTED HARDWARE, TOILETACCESSORIES, CASEWORK, MILLWORK, FINISH CARPENTRY ETC. ASMAY BE REQUIRED FOR THE SECURE ATTACHMENT OF ADJOININGWORK.

12. PROVIDE A 1/4 " WIDE SOFT JOINT AT ALL INTERSECTIONS OFINTERIOR PARTITIONS WITH EXTERIOR WALLS. SEE TYPICAL DETAIL.

PARTITION NOTES:

1 1/2" = 1'-0"A0.1

A TYPICAL PLAN DETAIL - PARTITION A

1 1/2" = 1'-0"A0.1

B TYPICAL PLAN DETAIL - PARTITION B

3" = 1'-0"A0.1

1 RF-01

1 1/2" = 1'-0"A0.1

2 JOB SIGN

1" = 10'-0"A0.1

3 TENNIS CENTER RCP

1/2" = 1'-0"A0.1

4 DETAIL

1 03.04.15 ADDENDUM 3

1

1/2" = 1'-0"A0.1

5 DETAIL

1

2"

2" 2"

WIDTH

DOOR

DO

OR

HEI

GH

T

2

2"

2" 2"

WIDTH

DOOR

DO

OR

HEI

GH

T

10' -

0"

HM FRAME, WITH PAINT FINISH08 1113.B

1' -

10"

1

A7.1FIXED EXTRUDED LOUVER, WITHPAINT FINISH

08 9000.A

A

DO

OR

HEI

GH

T

WIDTH

DOOR

1' -

3 3/

8"

3"6

3/4"

2"1/2"HM FRAME, WITH PAINT FINISH08 1113.B

SEALANT AND BACKER ROD07 9200.B

FACE BRICK04 2000.AN

2 1/2 GLASS-FIBER REINFORCEDPOLYISOCYANURATE BOARD INSUL.TAPE ALL JOINTS AND SEAMS.

04 2000.AQ


05 4000.C


09 2900.A


WD SHIM06 1053.K

SELF-ADHERED SHEETWATERPROOFING

07 1326.A


04 2000.S


6 3/4" 3"


04 2000.AQ


09 2900.A

2"

1/2"


04 2000.AG


04 2000.S

CONCEALED THRU WALL FLASHINGWITH TERMINATION BAR.

04 2000.AE


05 4000.C


07 1326.A

WEEP AT 24" O.C. MAX.04 2000.Q

2X MOISTURE TREATED WDBLOCKING

06 1053.B


STEEL ANGLE. PAINT EXPOSEDSTEEL. SEE STRUCTURAL.

05 1200.N

COLD-FORMED MTL GAUGE PLATE05 4000.J

FIXED EXTRUDED LOUVER, WITHPAINT FINISH

08 9000.A


HM DOOR, WITH PAINT FINISH08 1113.A


6 3/4"

6 3/4"

2"2"

FIXED EXTRUDED LOUVER, WITHPAINT FINISH

08 9000.A1/2"


6 3/4"


04 2000.AQ


09 2900.A

3"

2"

1/2"


04 2000.AG


04 2000.S

CONCEALED THRU WALL FLASHINGWITH TERMINATION BAR.

04 2000.AE


05 4000.C


07 1326.A

WEEP AT 24" O.C. MAX.04 2000.Q

2X MOISTURE TREATED WDBLOCKING

06 1053.B


STEEL ANGLE. PAINT EXPOSEDSTEEL. SEE STRUCTURAL.

05 1200.N

COLD-FORMED MTL GAUGE PLATE05 4000.J

BRICK ROWLOCK04 2000.Y


09 2900.A

WTS Project Number:

Date:

Revisions:

Thes

e dr

awin

gs a

re th

e pr

oper

ty o

f Wat

son

Tate

Sav

ory,

Inc.

and

may

not

be

used

in w

hole

or i

n pa

rt w

ithou

t writ

ten

cons

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f the

arc

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and

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ion.




UN

CC

CO

DE

: 414

26

ITE

M: 3

09

FEBRUARY 18, 2015

CONSTRUCTION DOCUMENTS

A7.1

DOORSCHEDULE,

DOOR DETAILSAND FINISHSCHEDULE

1432

CH

AR

LOTT

E, N

C

THE

UN

IVE

RS

ITY

OF

NO

RTH

CA

RO

LIN

A A

T C

HA

RLO

TTE

OU

TDO

OR

EVE

NTS

SH

ELT

ER

FINISH SCHEDULE

ROOM FINISHES NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILINGREMARKSNO. NAME FLOOR BASE MATL. FINISH MATL. FINISH MATL. FINISH MATL. FINISH MATL.

100 COVERED EVENT SPACE SEAL* -- -- -- -- -- -- -- -- -- -- * BROOM FINISH CONCRETE101 WOMEN EPOXY PNT MR GWB/FRP MR GWB/FRP PNT MR GWB/FRP PNT MR GWB/FRP PNT MR GWB/FRP PNT LINER PANEL102 MECH SEAL* -- MR GWB PNT MR GWB PNT MR GWB PNT MR GWB PNT LINER PANEL * BROOM FINISH CONCRETE103 MEN EPOXY PNT MR GWB/FRP MR GWB/FRP PNT MR GWB/FRP PNT MR GWB/FRP PNT MR GWB/FRP PNT LINER PANEL104 STORAGE EPOXY PNT MR GWB/FRP MR GWB/FRP PNT MR GWB/FRP PNT MR GWB/FRP PNT MR GWB/FRP PNT LINER PANEL105 CATERING STAGING AREA SEAL* -- -- -- -- -- -- -- -- -- -- * BROOM FINISH CONCRETE

DOOR SCHEDULE

MARKDIMENSIONS PANEL FRAME DETAILS

HDWR SET REMARKSWIDTH HEIGHT THICKNESS RATING TYPE FINISH TYPE FINISH HEAD JAMBLEVEL 1

101 3' - 0" 7' - 2" 0' - 1 3/4" -- A PNT 1 PNT H1 J1 E-01102A 3' - 0" 7' - 2" 0' - 1 3/4" -- A PNT 2 PNT H2 J1 E-01102B 3' - 0" 7' - 2" 0' - 1 3/4" -- A PNT 1 PNT H1 J1 E-01103 3' - 0" 7' - 2" 0' - 1 3/4" -- A PNT 1 PNT H1 J1 E-01

FRAME TYPES DOOR TYPES

3" = 1'-0"J1 JAMB

3" = 1'-0"A7.1

H2 HEAD

3" = 1'-0"A7.1

1 MULLION 3" = 1'-0"A7.1

H1 HEAD

1 03.04.15 ADDENDUM 3

11

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OUTDOOR EVENTS SHELTER UNC CHARLOTTE SCO ID# 14-11196 … · addendum no.: three date: march 4,...

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Transcript of OUTDOOR EVENTS SHELTER UNC CHARLOTTE SCO ID# 14-11196 … · addendum no.: three date: march 4,...