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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.
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
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
of
T 919
781 8
582
F 919
781 3
979
4600
Lake
Boo
ne Tr
ailSu
ite 20
5Ra
leigh
, NC
2760
7
info@
smith
sinne
tt.com
DRAWN BY:CHECKED BY:
DESCRIPTIONDATEID
This
drawin
g and
the d
esign
show
n is t
he
prope
rty of
Smith
Sinn
ett Ar
chite
cture,
P.A
. the
repro
ducti
on or
use o
f this
prope
rty w
ithou
t the w
ritten
cons
ent o
f the
Arch
itect
is pro
hibite
d. An
y infrin
geme
nt of
the ow
nersh
ip rig
hts wi
ll be s
ubjec
t to
legal
actio
n. Al
l copie
s of th
is draw
ing
must
be re
turne
d to t
he Ar
chite
ct at
the
comp
letion
of th
e con
tract.
Smith
Sinn
ett Ar
chite
cture,
P.A.
2019
THIS
DRAW
ING
IS FO
RMAT
TED T
O BE
PRIN
TED
ON A
24" X
36" S
HEET
Project Location
Vol.
1 -M
cCra
ry E
lem
enta
ry
400
Ros
s St
reet
, Ash
ebor
o, N
C 2
7203
Vol.
2 -L
indl
ey P
ark
Elem
enta
ry
312
Clif
f Roa
d, A
sheb
oro,
NC
272
03
C:\U
sers
\Cha
rlie\
Doc
umen
ts\L
indl
ey P
ark
Elem
enta
ry -
Kitc
hen
Ren
ovat
ion_
Cha
rlie.
rvt
7/16/2
019 1
0:39:2
6 AM
A1-10LP
FLOOR PLAN
2018028 14 JUN 2019
BID
DOCU
MENT
S
## ##
CWTJG
Ashe
boro
City
Sch
ools
-Ki
tche
n Re
nova
tions
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
REGISTEREDARCHI
TECT
URAL CORPORAT I ON
NORTH
CARO
LINA
ARCH
ITECTU
,PA
RALE
IGH
5017
2CE
RT. N
O.
RE
SINET
TN
SMIHT1 07/02/2019 ADDENDUM 13 07/16/2019 ADDENDUM 4
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