3
Asheboro City Schools ACS Kitchen Renovations SSA 2018028 4600 Lake Boone Trail, Suite 205 | Raleigh, NC 27607 | 919.781.8582 | HUB Certified | ww.smithsinnett.com ADDENDUM 4 ADDENDUM DATE: July 16 th , 2019 PROJECT: Asheboro City Schools – Kitchen Renovations Asheboro, NC 27203 OWNER: Asheboro City Schools 1126 South Park St Asheboro, NC 27203 ARCHITECT: Smith Sinnett Architecture, P.A. 4600 Lake Boone Trail, Suite 205 Raleigh, North Carolina 27607 BIDS DUE: Tuesday, July 23 rd , 2019 at 2:00 p.m. Asheboro City Schools Maintenance Office – Maintenance Bay 1226 South Park Street Asheboro, NC 27203 Please note, Project Documents and Addenda are available at www.smithsinnett.com under the ‘Documents’ icon on the navigation bar. This Addendum shall be included in the contract for the above referenced project. All General, Supplementary and Special Conditions, etc., as originally specified or as modified below shall apply to these items. General Item 1 Bid Opening location has been changed. Sealed proposals for the Second Bidding will now be received until 2:00pm on Tuesday, July 23, 2019, at Asheboro City Schools Maintenance Office – Maintenance Bay at 1226 South Park Street, Asheboro, NC 27203 Architectural Drawings Item 2 REPLACE: Sheet A1-10LP. Revised sheet provides clarification on door and frame type for door #101 at Lindley Park Elementary School. Door #101 is to be Hollow Metal type ‘HG’ and the frame is to be Hollow Metal.

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Page 1: Asheboro City Schools ACS Kitchen Renovations SSA 2018028smithsinnett.com/app/uploads/ACS-Kitchens-Addendum-4.pdf16. WARP SLAB DOWN 1" IN A 2'-0"x2'-0" SQUARE AROUND ALL FLOOR DRAINS

Asheboro City Schools ACS Kitchen Renovations SSA 2018028

4600 Lake Boone Trail, Suite 205 | Raleigh, NC 27607 | 919.781.8582 | HUB Certified | ww.smithsinnett.com

ADDENDUM 4

ADDENDUM DATE: July 16th, 2019

PROJECT: Asheboro City Schools – Kitchen Renovations Asheboro, NC 27203

OWNER: Asheboro City Schools 1126 South Park St Asheboro, NC 27203

ARCHITECT: Smith Sinnett Architecture, P.A. 4600 Lake Boone Trail, Suite 205 Raleigh, North Carolina 27607

BIDS DUE: Tuesday, July 23rd, 2019 at 2:00 p.m. Asheboro City Schools Maintenance Office – Maintenance Bay 1226 South Park Street Asheboro, NC 27203

Please note, Project Documents and Addenda are available at www.smithsinnett.com under the ‘Documents’ icon on the navigation bar.

This Addendum shall be included in the contract for the above referenced project. All General, Supplementary and Special Conditions, etc., as originally specified or as modified below shall apply to these items.

General

Item 1 Bid Opening location has been changed. Sealed proposals for the Second Bidding will now be received until 2:00pm on Tuesday, July 23, 2019, at Asheboro City Schools Maintenance Office – Maintenance Bay at 1226 South Park Street, Asheboro, NC 27203

Architectural Drawings

Item 2 REPLACE: Sheet A1-10LP. Revised sheet provides clarification on door and frame type for door #101 at Lindley Park Elementary School. Door #101 is to be Hollow Metal type ‘HG’ and the frame is to be Hollow Metal.

Page 2: Asheboro City Schools ACS Kitchen Renovations SSA 2018028smithsinnett.com/app/uploads/ACS-Kitchens-Addendum-4.pdf16. WARP SLAB DOWN 1" IN A 2'-0"x2'-0" SQUARE AROUND ALL FLOOR DRAINS

Asheboro City Schools ACS Kitchen Renovations SSA 2018028

4600 Lake Boone Trail, Suite 205 | Raleigh, NC 27607 | 919.781.8582 | HUB Certified | ww.smithsinnett.com

Specifications Item 3 ADD: Specification Section 096723 – Resinous Flooring – add Tnemec as approved equal, subject to

compliance with the specifications.

End of Addendum 4

Attached: Attachment: Sheet A1-10LP – Floor Plan

Page 3: Asheboro City Schools ACS Kitchen Renovations SSA 2018028smithsinnett.com/app/uploads/ACS-Kitchens-Addendum-4.pdf16. WARP SLAB DOWN 1" IN A 2'-0"x2'-0" SQUARE AROUND ALL FLOOR DRAINS

DN

DN

FD

FD

FD

FD

FD

FD

FD

2511 SF

CAFETERIA200

512 SF

FOOD SERVICE100

73 SF

FREEZER105

73 SF

TOILET104

8' - 1

3/4"

6' - 9" 10' - 3 1/2"

77 SF

OFFICE103

134 SF

POT WASH102

25 SF

CAN WASH106

232 SF

FOOD PREP101

A4-01LP 8

9

6

7

E201

E100B

E100A

106

107

A4-01LP1

42 SF

COOLER105A

V.I.F.

7'-8 3/4"

V.I.F

.

17'-3

1/2"

4'-0"

104

A2

A2

A3

A1

A1

A1

WW

WW

W

HOOD ABOVE

3

A3-01LP

1"A4-01LP5

A3

A3

RELOCATED CHILLED WATER PIPES -SEE DEMO PLANS AND PLUMBING

DRAWINGS FOR INFORMATION

12' - 0

3/4"

7' - 2"

2'-9 1/2"

EX1

EX1

A4

V.I.F

.

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

8"

V.I.F.

7'-0"

V.I.F

.

10'-5

1/2"

4"

V.I.F

.

5'-6"

LOCKERS

A5-01LP1

A5-01LP7

FEB

A3

A1

A5-01LP4

80 SF

DRY STORAGE107

STEEL POST

A5-01LP10

101

A5-01LP12 TYP

5'-0"MIN

1'-6"

.

A5-01LP3

A5

A5A5

A5

NOTES:

1. ALL INTERIOR WALL TYPES TO BE 'A' UNLESS OTHERWISE NOTED.2. ALL EXTERIOR WALL TYPES TO BE 'L' UNLESS OTHERWISE NOTED.3. WALL DIMENSIONS ARE TO FACE OF METAL STUD, FACE OF CONCRETE MASONRY UNIT (CMU),

OR CENTERLINE OF COLUMN.4. ALL RATED WALL CONSTRUCTION TO COMPLY W/ UL REQUIREMENTS.5. ALL CMU WALLS GOING TO BOTTOM OF DECK ARE TO PROVIDE A 1" GAP FOR DEFLECTION,

FILL GAP WITH MINERAL WOOL INSULATION ALONG THE ENTIRE LENGTH OF WALL. AT FIRERATED WALLS, ENSURE SPRAY APPLIED FIRE SEALANT BOTH SIDES.

6. ALL METAL STUD WALLS TERMINATING AT BOTTOM OF DECK ARE TO PROVIDE A DEFLECTIONTRACK SECURED TO THE UNDERSIDE OF THE DECKING, NEST TOP TRACK BUT DO NOT ATTACH TO DEFLECTION TRACK. FILL FLUTE IN METAL DECK WHERE REQUIRED.

7. ALL WALLS EXTEND TO DECK AND ARE BRACED TO DECK AT HEAD ON ALTERNATE STUDS OR32" OC FOR CMU WALLS, UNLESS OTHERWISE NOTED.

8. CONTROL JOINTS SHALL BE AS SHOWN ON PLANS AND ELEVATIONS OR SPACED AT A MINIMUM OF 20'-0" OC AND A MAXIMUM OF 32'-0" OC WITH ONE CONTROL JOINT LOCATED WITHIN 3'-4" OF ANY CORNER. FOR INTERIOR GYPSUM WALL CONTROL JOINTS SEE DETAIL

9. SEE FINISH SCHEDULE FOR WALL, FLOOR, BASE, AND CEILING TYPES AND FINISHES.10. REFER TO STRUCTURAL DRAWINGS FOR LOCATION OF REINFORCING, BOND BEAMS,

BRACING, ETC.11. ALL COLUMN CHASES TO HAVE GYP BOARD ON ROOM SIDE OF WALL, TYPICAL UNLESS

OTHERWISE NOTED.12. ALL EXTERIOR SIDEWALKS SHALL SLOPE AWAY FROM THE BUILDING AT 1/4" PER FOOT,

MINIMUM.13. ALL EXTERIOR WINDOWS TO HAVE ROLLER SHADE BLINDS UNLESS OTHERWISE NOTED,

REFER TO SPECIFICATIONS.14. FURNITURE AND EQUIPMENT SHOWN DASHED ON PLANS IS NOT IN CONTRACT (NIC). GC TO

PROVIDE WOOD BLOCKING FOR ALL WALL/CEILING MOUNTED ACCESSORIES.15. FIELD VERIFY FINAL ROOM DIMENSIONS PRIOR TO CASEWORK FABRICATION.16. WARP SLAB DOWN 1" IN A 2'-0"x2'-0" SQUARE AROUND ALL FLOOR DRAINS.17. ALL CERAMIC TILE TO HAVE CONTROL JOINTS THAT ALIGN WITH CONTROL JOINTS IN

CONCRETE SLAB.18. THERE SHALL BE NO PENETRATIONS IN THROUGH WALL FLASHING.19. DOOR JAMB FROM INTERSECTING WALLS: CMU - 8" UNLESS OTHERWISE NOTED

STUD- 4" UNLESS OTHERWISE NOTED

F

TYP

AS SCHEDULEDTY

P

AS SC

HEDU

LED

N

2' - 6"

10"

8" 6"

HG3' -

8"VA

R6"

6" VAR 6"

T T

INSULATED DOUBLE PANE TEMPERED CLEAR GLAZING

3 5/8" METAL STUD WITH ONE LAYER OF 5/8" GYP BOARD EACH SIDE UP TO BOTTOM OF DECK.

MARKER SYMBOL DESCRIPTION

A1

WALL TYPE SYMBOL LEGEND

4 7/8"

3 5/8" METAL STUD WITH ONE LAYER OF 5/8" PLYWOOD SHEATHING AND FRP EACH SIDE. SEE ELEVATION FOR HEIGHT. SEE DETAIL FOR S.S. CAP.

A2 4 7/8"

A33 5/8" METAL STUD WITH 5/8" GYP BOARD ON ONE SIDE UP TO BOTTOM OF DECK(NON-RATED)4 1

/4"

W4" INSULATED METAL PANEL PROVIDED BY MANUFACTURER. SEE SPECIFICATIONS FOR WALK-IN COOLER/FREEZER.

4"

EX1 6" CMU INFILL WALL5 5/8"

/(7 A1-10LP)

A46" METAL STUD WITH 5/8" GYP BOARD ON ONE SIDE - SEE ELEVATION FOR HEIGHT.(NON-RATED)6 5

/8"

A5 5/8" RATED GYP BOARD ON ONE SIDE -SEE ELEVATION FOR HEIGHT

5/8"

HM1 HM2

4"AS

SCHE

DULE

D

2" AS SCHEDULED 2"

AS SC

HEDU

LED

2"

2" AS SCHEDULED 2"

HM3

AS SC

HEDU

LED

2"

V.I.F.

2' - 6"

2"

2"

V.I.F.

3' - 4" 2"

V.I.F.

9' - 10

"

T

INSULATED DOUBLE PANE TEMPERED CLEAR GLAZING

5 7/8"

8 1/4"

10 1/4"

3 5/8"

6"

8"

5/8" GWB ON METAL STUDS

BATT INSULATION WHERE APPLICABLE -SEE WALL TYPES

DOUBLE STUD @ JAMBBOX HEADER @ HEADREFER TO STRUCTURAL

1/2" BOTH SIDES, TYP.

5 7/8"

8 1/4"

10 1/4"

3 5/8"

6"

8"5/8" GWB ON METAL STUDS

DOUBLE STUD @ JAMBBOX HEADER @ HEADREFER TO STRUCTURAL

1/2" BOTH SIDES, TYP.

BATT INSULATION WHERE APPLICABLE -SEE WALL TYPES

WALL BEYOND

FINISHED FLOOR AS SCHED.

ALUM. THRESHOLD SET IN MASTIC

DOOR AND FRAME AS SCHEDULED

EXISTING FACE BRICK (BEYOND) AS APPLICABLE - SEE PLAN

VARIESFRAME

3"

EXISTING CONSTRUCTION

SS WALL CAP, WELDED END CAPS & CORNERS

BLOCKING

SEE WALL TYPES

PLAN

SEE

BOX HEADER

DOUBLE STUD @ JAMBBOX HEADER @ HEADREFER TO STRUCTURAL

SEALANT, TYP. BOTH SIDES

3 5/8"

8 1/8".

2 7/8"5 7/8"

5/8" GYPSUM WALLBOARDAIR AND VAPOR BARRIER

RIGID INSULATION

AIR BARRIER TRANSITION MEMBRANE

CHANNEL TRIM CLOSURE PER MANUFACTURER

7/8" METAL VENTED CHANNEL STUDS @ 16" O.C. (HORIZONTALLY ORIENTED)

7/8" PREFINISHED METAL PANEL CLADDING (VERTICALLY ORIENTED)

5/8" GLASS MAT FACED GYPSUM SHEATHING

.064 BREAK ALUMINUM CLOSURE CLIP

DOOR, FACE OF DOOR TO BE FLUSH WITH FACE OF FRAME, SEE PLAN FOR LOCATION

REMOVABLE STOP

HOLLOW METAL MULLION

GLAZING

5/8" GLASS MAT GYPSUM SHEATHING

DOUBLE STUD @ JAMBBOX HEADER @ HEADREFER TO STRUCTURAL

FLEXIBLE FLASHING TO OVERLAP .064 ALUMINUM FLASHING DRIPSEALANT, TYP. BOTH SIDES

3 5/8"

8 1/8".

2 1/4".5 7/8"

5/8" GYPSUM WALLBOARD

AIR AND VAPOR BARRIER

RIGID INSULATION

CHANNEL TRIM W/ WEEPS @ 24" OC

AIR BARRIER TRANSITION MEMBRANE

7/8" METAL VENTED CHANNEL STUDS @ 16" O.C. (HORIZONTALLY ORIENTED)

7/8" PREFINISHED METAL PANEL CLADDING (VERTICALLY ORIENTED) VOLUME 2

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DRAWN BY:CHECKED BY:

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A1-10LP

FLOOR PLAN

2018028 14 JUN 2019

BID

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1/4" = 1'-0"A1-10LP1 FIRST FLOOR PLAN

DOOR SCHEDULE

DOOR FRAMEHARDWARE

SETFIRE

RATING REMARKSMARKDOOR SIZE

MAT TYPE LVS MAT TYPEDETAILS

WIDTH HEIGHT THK HEAD JAMB THRESH101 3' - 4" 7' - 2" 1 3/4" HM HG 1 HM HM3 6/A1-10LP 4/A1-10LP 2/A1-10LP 1104 3' - 0" 7' - 0" 1 3/4" SCWD F 1 HM HM2 3/A1-10LP 5/A1-10LP 2/A7-01LP 4 --106 3' - 0" 7' - 0" 1 3/4" FRP F 1 HM HM2 3/A1-10LP 5/A1-10LP 2/A7-01LP 2 --107 3' - 0" 7' - 2" 1 3/4" SCWD N 1 HM HM2 3/A1-10LP 5/A1-10LP 2/A7-01LP 3 --

E100A 3' - 0" 7' - 0" 1 3/4" - - 1 - - -- EXISTING TO REMAINE100B 3' - 0" 7' - 0" 1 3/4" - - 1 - - -- EXISTING TO REMAINE106 4' - 0" 7' - 2" 1 3/4" - - 1 - - -- EXISTING TO REMAINE201 7' - 3" 7' - 0" 1 3/4" - - 2 - - -- EXISTING TO REMAIN

1/4" = 1'-0"DOOR LEGEND

1/4" = 1'-0"FRAME LEGEND

1 1/2" = 1'-0"A1-10LP3 HM HEAD AT STUD WALL

1 1/2" = 1'-0"A1-10LP5 HM JAMB AT STUD WALL

1 1/2" = 1'-0"A1-10LP2 TYPICAL EXTERIOR DOOR THRESHOLD

1 1/2" = 1'-0"A1-10LP7 SS WALL CAP

1 1/2" = 1'-0"A1-10LP4 HM JAMB AT EXTERIOR WALL

3" = 1'-0"A1-10LP6 HM HEAD AT TRANSOM

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SMIHT1 07/02/2019 ADDENDUM 13 07/16/2019 ADDENDUM 4

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