W iggins Plaza Dollar T ree Addition

Owner
L & L Development, LLC
7200 West 13th, Suite 5
Wichita, KS 67212
E Engineer:
Parson’s Engineering, Inc.
Anthony Pezzi, PE
4751 Trousdale Drive, Suite 202
Nashville, TN 37220
Structural Engineer
UBSE
Chris Meyers
405 International Parkway
Suite 209
Richardson TX 75081
IBC Code Requirements
Occupancy Classification:
M (Mercantile)
Type of Construction:
Type II-B/unsprinklered
Building Area Phase One:
Allowable
Project
12,500 SF
5,000 sf
3,000 sf
Building Area Phase Two:
Building Area Total:
12,500 sf
8,000 sf
Building Height in Stories:
2
1
Building Height in Feet:
40 ft
na
No. of Exits Required per Tenant:
2
2
Tenant Separation:
0 HR
0 HR
Building Separation:
3 HR
na
Geotech Engineer
Professional Service Industries, Inc.
724 Central Avenue
Jefferson, LA 70121
under separate contract to previous
Owner
Dollar Tree Representative
Kenny King
Architectural Project Manager
DollarTree Stores, Inc
(757) 321-5517
[email protected]
Construction
Document Index
A0.01
A2.01
A2.02
A2.03
A3.01
A3.02
Contractor shall have on desk in job site a copy of the City/County approved A4.01
plans.
A4.02
A4.03
Contractor shall have on desk in job site a copy of the Fire Marshall approved A4.04
plans (if separate from City documents).
A5.01
Cover Sheet
Floor Plan
Roof Plan
Reflected Ceiling Plan
Elevations & Storefront
Elevation & Roof Rehab
Building Section
Wall Sections
Wall Sections
Wall Details
Plan Details
Submit all ALL written comments issued by the City jurisdiction to the
Architect and the Civil.
Accessibility Details
Accessibility Details
Accessibility Details
Accessibility Details
Dollar Tree expansion
Project Aerial
Contractor's Required Check List
Contractor Responsibilities
project documents
Contractor shall remove any Drawings not sealed by the Architect or
Engineers of record from the site.
ADA1
ADA2
ADA3
ADA4
S1.01
Contractor shall ceate a Construction Documents (CD) log listing each
document and posting the effective date. Include Addendae, Change Orders S2.01
and Clarification Drawings. Send copy monthly or as it changes for review by
Architect.
E1.00
tenant documents
Tenant Lease Exhibits are contained in the Project Manual, become familiar
with these documents to understand the required level of finish for each
Tenant. Notify Architect immediately of any discrepancies noted between
Lease Exhibit, Architectural Plans and Tenant Finish Plans
E2.00
E3.00
E4.00
Power Plan
Lighting Plan
Schedules
E Specifications
keep CD Log of all pertinent Tenant Finish Drawings, send copy to Architect
for verification
M1.0
M2.0
M3.0
MP1.0
Mech Plan
Mech Roof Plan
Mech Schedules
Mech Specifications
P1.0
Plumbing Plan
DO NOT initiate construction on any Tenant space until you have a set of
checked Tenant Finish Drawings distributed from Architect's Office.
geotechnical
The Geotechnical Report is contained in the Project Manual, become familiar
with it to understand the required level of subgrade preparation required for
this project. Notify Architect, Civil Engineer & Geotechnical Engineer
immediately of any discrepancies or subgrade issues at the site that are
different than noted in the report.
DO NOT vary from Subgrade Preparation as documented in the Geotechnical
Report, Structural Drawings, Civil Drawings and Specifications w/o written
authorization from the Architect, Civil Engineer and Structural Engineer
General Contractor to provide testing per Specifications. Submit copies of all
Construction Testing Reports to Architect, Structural and Civil Engineer
immediately upon their publication. DO NOT submit duplicate reports.
changes
Submit RFI's in writing to the Archtect or Civil. Maintain a log of RFI's
indicating their status.
Submit all Change Requests in writing to Architect and/or Civil for evaluation.
DO NOT proceed with any changes to the Work until written authorization has
been granted by the Architect and/or Civil and the Owner.
pay applications
Submit a Schedule of Values to the Architect and Civil Engineer prior to
Construction per Specifications
DO NOT front load Pay Applications. G703 shall be consistent with
Subcontractors/Suppliers Contracts and Lien Waivers
Submit accurate Pay Applications of Work exectued, inaccurate Pay
Applications will be rejected, not adjusted
subcontractors
Submit a list, including all contact information, of Subcontractors and
Suppliers to be used on the project. If Subs or Suppliers change during the
course of the Work notify the Architect of the change.
submittals
Submit a minimum of 4 Shop Drawings or Submittals for each category of
Work.
Review and stamp the Shop Drawings or Submittals with your comments
before submitting them to the Architect for review.
DO NOT proceed with any phase of construction without approved Shop
Drawings or Submittals.
Submit substitutions for approval if work components vary from those items
specified.
Provide a 4' x 8' mock up of exterior wall for approval by Owner and Architect.
Architect will prepare a color board for the approval of the Owner from the
color samples submitted by the Contractor.
DO NOT proceed with color selections without the written approval of the
Architect.
project management
Foundation Details
Foundation Plan
560 PR 2422
Uncertain, TX 75661
903.484.4040
[email protected]
MP Engineer:
Scepter Engineering, PC
Steve Dunn, PE
7110 Town Center Way, Suite 203
Brentwood TN 37027
2003 International Building Code
2003 International Electrical Code
2003 International Plumbing Code
2003 International Mechanical Code
2003 International Fuel and Gas Code
2005 National Electric Code
Wiggins, MS
Architect
City Of Wiggins Building Codes
Duane Meyers AIA
Dollar Tree Addition
Architect
Duane Meyers Architect
560 Private Road 2422
Uncertain, TX 75661
903.484.4040
[email protected]
Wiggins, MS
Misha Parker, CFM
Planning and Building Department
117 North First Street
Wiggins, Mississippi 39577
(601) 928-4060 office
(601) 528-0911 moblile
[email protected]
Wiggins Plaza Dollar Tree Addition
Wiggins Plaza
Project Directory
GOVERNMENTAL AGENCIES
Provide and maintain an experienced and qualified Project Superintendent on
site throughout the duration of construction.
Provide and maintain an experienced and qualified Project Manger in the
office throughout the duration of construction.
Revisions
Follow the procedures set up in the Project Manual.
Submit electronic project photos with captions and progress summary
reports weekly to the Owner, the Architect and the Civil.
Dollar Tree expansion
14
Y 20
9 MA
A0.01
Project Map
9 May 2014
10.0'
15.0'
5'R
10.0'
20.0'
120.0'
'R
15
.0'
43.0'
27
23.0'
5'R
28.0'
31'R
The Owner of Wiggins Plaza is adding a 3,000 SF addition to the existing 5,000
SF Building A in order to make an 8,000 SF Dollar Tree Store.
Area/Parking Synopsis
43.1'
10.0'
2.5'R
25.0'
15
111**
'R
R
4
F.F. = 226.50
(12,375 SF)
BLDG "B"
6
103.0'
2.0'
25.0'
* includes 4 accessible spaces
7
25.0'
18.0'
19.9'
10.0'
5.0'
10.0'
2.5'R
135.0'
H
11.0'
F.F. = 226.50
17.5'
131.5'
10.0'
(5,000 SF)
BLDG "A"
9
2.5'R
91.6'
36.0'
12
3,000 SF Dollar Tree
Addition
2.5'R
12
28.1'
EXISTING 10' WALK
4.0'
(4,350 SF)
AREA
ORIGINALLY PLANNED
FUTURE BLDG.
15
5'
R
25.0'
108.0'
5'
EXISTING 10' WALK
º
60
8.7
105.2'
5.0'
18.0'
80.0'
15.0'
'R
25
10.0'
/
F/L Out = 211.50
F/L In = 211.48
Rim = 223.98
Exist. M.H.
10.0'
PYLON SIGN
restripe all parking
spaces adjacent to
Building A & new
addition
8
'
25.0'
R
R
2.0'
remove temporary
slab in this area
6.8'
29.0'
15'
33'
17.0'
20.0'
30.0'
12
topsoil and sod this
area
10.0'
provide ADA inboard
ramp if existing is noncompliant w/ signage
H
R
25.0'
'R
10.7'
15
S58ï'39"E 290.00'
18.0'
H
14
25.0'
24' ASPHALT
AD
SERVICE RO
N58ï'39"W 290.00'
10' WALK
H
111*
5'
2.5'R
2.5'R
106
R
111
5'
20,375 SF
5' WALK
Parking Provided
21,725 SF
10.7'
Required Parking
Ex. + New Addition
25.0'
20.0'
Building Area Planned
19.9'
30.0'
Ex. + Planned Addition
12.0'
S31Ì'21"W 346.00'
Wiggins, MS
.0'
31.0'
Wiggins Plaza Dollar Tree Addition
18
3
Project Description:
6
560 PR 2422
Uncertain, TX 75661
903.484.4040
[email protected]
Architect
Duane Meyers AIA
N31Ì'21"E 346.00'
Revisions
WA
ENT L-MA
RAN RT
CE
TO
Existing Site Plan
01
14
Y 20
9 MA
Wiggins Site Plan
SCALE: 1" = 20'
A1.01
9 May 2014
85'-0"
3
21'-3"
Terminate and cap all abandoned utility services per MEP and as required
by local Code. All utilities not under slab to be removed back to point of
origin. Mark on slab utilities being capped under slab.
TYPICAL throughout space.
04
08
01
TYPICAL
05
02
05
Remove existing door, cover opening exterior and interior in "like new"
condition.
06
Salvage all air handlers and condensing units. Clean service and return to
Owner. Remove and dispose of all HVAC duct and control systems to
prepare for new equipment, distribution and controls. Remove any ductwork
in space that originate from existing units.
B
01
Remove all interior base, wainscot and wall trim around existing doors and
storefront scheduled to remain. Repair existing gypsum board as required
to provide "like new" finishes as scheduled.
09
Cut and prep R.O. for new door.
10
Remove existing electrical panels that are not to be reused, terminate and
removed back to point of origin.
02
08
10
07
TYPICAL
04
04
05
06
04
C
C
03
Remove all existing floor tile and prep existing slab for new finishes as
scheduled. All existing floor drains that are not to be reused to be
terminated and removed back to point of origin.
08
04
03
04
01
18'-6"
07
B
D
04
06
10
07
TYPICAL
04
04
08
TYPICAL
02
existing endwall to
be removed
existing door,
conform correct
location for reuse
at Dollar Tree
space, re-hardware
as required
D
Demolition Plan
SCALE: 1/8" =
1'-0"
HEAD
vinyl back insulation
(ASTM 136 non-combustible)
GWB ceiling as
scheduled
top track tight to
deck assembly
ACT ceiling as
scheduled
HEAD
vinyl back insulation
(ASTM 136 non-combustible)
Metal Stud Span Chart
top track tight to
deck assembly
ceiling as
scheduled
Interior Applications
GWB
prepped
existing fixture(s) to be removed
01
6" min.
existing door to be removed
16'-4"
existing partition to be removed
Stud
Depth
1 5/8"
2 1/2"
5/8" "x" gyp brd on
3.625" x 20 ga.mtl studs @
16" o.c.
JAMB
5/8" "x" gyp brd on
6" x 20 ga.mtl studs @
16" o.c.
3 5/8"
JAMB
6"
acoustic batt insulation
acoustic batt insulation
track on 2 cont. beads
of sealant
SILL
a Partition Type
track on 2 cont. beads
of sealant
SILL
b Partition Type
Wiggins, MS
04
Remove existing partitions in space as noted. Prior to removal field verify
they are non-load bearing, report any discrepancy to Architect prior to
demolition.
09
07
TYPICAL
18'-10"
Existing aluminum storefront glass to be replaced with new insulated
glazing, match existing finishes.
opening for new
door
06 10
04
03
Duane Meyers AIA
03
20'-10"
02
Remove all existing acoustic ceiling & grid, gyp board ceiling furr downs,
floor & base finishes, non-load bearing partitions, millwork, shelving, display
fixtures, equipment, light fixtures, floor outlets, HVAC duct systems, HVAC
air handlers, branch electrical circuits, speakers, telecommunications
systems, security systems, plumbing fixtures and all associated and
miscellaneous items not scheduled to remain.
21'-3"
Wiggins Plaza Dollar Tree Addition
Demolition Material Keys:
01
21'-3"
A
1'-4"
1. Prior to the start of demolition the Contractor is to familiarize himself
completely with the requirements of the drawings, notes and attached
specifications.
2. Demolition that would affect the existing structural system or
elements are not permitted without prior approval, all structural
components are to be protected during demolition.
3. If existing, the fire alarm system and devices are to be removed as
permitted by the building code and approved by the Fire Marshall.
4. Unless noted otherwise, all existing floor finishes and wall base in
the entire leased space are to be removed and remaining subsurfaces are to be cleaned and prepared to receive the new specified
finishes.
5. Unless noted otherwise, all existing light fixtures in the entire leased
space are to be removed and disposed of, including any fluorescent
fixtures, strip lights, track lights, cove lights, exit and emergency
devices and down lights.
6. Unless noted otherwise, all existing ceiling systems are to be
removed disposed of, including any drop ceilings, soffits, and
suspended systems except as noted on Demolition Plan.
7. All un-used existing electrical and phone/data outlets in the leased
space are to be removed and remaining openings in the wall patched
with materials matching adjacent surfaces. Prepare for the installation
of new scheduled finishes.
8. Do not abandon any utilities, service lines, or extensions within the
leased space. Remove back to their source or logical termination
point.
9. Coordinate all demolition work and disposal of debris with Property
Manager and/or Landlord if required.
10. All existing wall surfaces within the lease space scheduled to
remain are to be prepared to receive the new specified finish. Work to
include the patching and repair of all wall surfaces and the removal of
all existing finishes that would prohibit the installation of the new
scheduled finish.
11. Existing Floor Plan was field surveyed, and augmented by field
photographs. It may not represent the entirety of elements within the
space to be removed and demolished. The Contractor will be
responsible for removal of all items whether documented or not to
achieve a clean shell for the Tenant improvements.
12. Return all HVAC and plumbing fixtures to Owner in a clean and
manageable state.
21'-3"
5
4"
Keyed Demolition Notes:
Demolition General Notes
A
4
560 PR 2422
Uncertain, TX 75661
903.484.4040
[email protected]
2
Architect
1
Stud Spacing
Height
16" OC
10'-7"
24" OC
9'-7"
16" OC
14'-4"
24" OC
13'-0"
16" OC
18'-1"
24" OC
16'-2"
16" OC
27'-0"
24" OC
23'-10"
Stud
Gauge
Revisions
20
20
20
20
Notes:
01. Horizontal loading is limited to 7.5 psf.
02. Deflection is limited to L/120.
03. All walls shall be properly braced and constructed in
accordance with applicable codes and standards.
04. 5/8" is minimum thickness of gypsum wall board.
05. ALL components of fire rated assemblies to comply
with UL Specifications
14
Y 20
9 MA
Partiton Type General Notes:
1. Refer A2.01 Floor Plan for stud width (i.e. 3 5/8", 6", etc.)
2. Acoustic batt to be NC R-11 for 3.625" stud partitions.
3. Acoustic batt to be NC R-19 for 6.000" stud partitions.
4. Moisture Resistant (MR) gypsum board @ ALL wet locations.
(i.e. restrooms)
5. Provide NC 2x6 blocking in all walls scheduled to receive wall
mounted accessories
A1.02
9 May 2014
85'-0"
36"
20'-10"
8"
8'-4 3/4"
7 1/4"
6'-9"
HWH
(above)
3'-0"
4 7/8"
3'-0"
8'-5 1/2"
3'-0"
B
4"
B
6" x 20 ga. metal studs @
16" o.c. to deck
new sconce lights
to replace existing
@ 6'-8" AFF min.
7 1/4"
7'-6" 4 7/8"
5'-0"
2
4 7/8" 7'-6"
b
a
WMN
b
5
EWC
MEN
6
4'-9 3/4"
4 7/8" 4'-4 7/8"
4
4 7/8"
20'-1"
Office walls by
Tenant
2'-2"
7'-0"
5 1/2" 3'-0"
1'-6 1/2"
walls by Tenant
by Dollar Tree
C
Tenant
Tenant
GC
B293
SS
40” Max. to Bottom of Reflective Surface
Toilet Tissue Dispenser
E
Bobrick
B76867
Satin Steel
Outlet 15”- 48” AFF, Centerline 7”- 9” from
Front of W C
GC
GC
Grab Bar
F
Bobrick
B6806.99
SS
Top of Grab Bar: 33”-36” AFF
GC
GC
F
FRP to 48" AFF
Men
8'-0" AFF
FRP to 48" AFF
EWC
8'-0" AFF
FRP to 48" AFF
01
1. FRP to be Kemlite Glassboard, white or equal
2. Acoustic Ceiling One to be Armstrong, Cortega Square Lay-In 769, 24" x 48", white with Prelude 15/16" metal grid, white or equal
3. Vinyl Base to be Johnsonite, 4" coved vinyl base, black or equal
4. Vinyl Composition Tile to be 12" x 12" Armstrong, 51911 Excelon Classic White or equal
5. Utilize Moisture Resistant (MR) drywall at all wet areas.
6. Paint ALL exposed structure Dryfall, Ceiling White.
7. "Prepped GWB" is defined as Gypsum Wall Board that has been caulked, taped, mudded and sanded smooth, ready for Dollar Tree's finishes
C
flush control to
open side of
room
B
8'-0"
8'-0"
B
A
A
pipe protection
03
Toilet Sidewall
SCALE: 1/2" =
1'-0"
04
Plumbing wall
SCALE: 1/2" =
1'-0"
3'-4"
2'-10"
3'-4"
2'-10"
1'-5"
1'-5"
D
3'-4"
E
36"
3'-4"
to reflective
surface
D
3'-0"
E
01
1.0
A5
4
1 1/2"
5
General Plan Notes:
3'-1/4"
1. Install Gypsum Wall Boards in Area Shown in Construction Documents. Contractor shall ensure that Blocking is Installed in Walls
as shown on Construction Documents or as Required to Support Wall Attached Items.
2.Contractor shall Install New Doors, Door Frames & Hardware According to Door Schedule, at Locations shown in Drawings.
3. See Sheet Room Finish Schedule for Dollar Tree, Sheet A2.01 for finishes.
4. BLOCKING NOTES:
1. “
” Indicates 2x6 Blocking Required in Wall for Plumbing
and Restroom Accessories.
2. Blocking shall be Fire Retardant where Required by Code.
Contractor is Responsible for Obtaining Manufacturers’ Cut
Sheets and Locating Blocking as Required. This Includes
Equipment and Items Furnished and Installed by
Others.
5. Interior dimensions Shown in these Plans are to Finish Face Of Wall at the sheathing plane Unless Noted Otherwise.
6. It is the General Contractors responsibility to complete All Roof Penetrations and Installation of All Roof Top Equipment in Such a
Manner as to Maintain the Existing Roof System in a Water Tight Manner that Complies with All Written Requirements of the Roofing
System Manufacturer for Water Tightness and to Maintain Any Roof Warranty.
7. It is the General Contractors Responsibility to Verify the Compatibility of All Work or Intended Use of Such Work with the Existing
Roof System.
8. Contractor Shall Prepare All Walls as Shown for Installation of New FRP.
9. Contractor Shall Ensure that the Existing Rear Service Door has Panic Hardware Properly Installed and be Painted on the Interior
per Finish Schedule.
10. Refer A1.02 for Partition Types
FRP
C
4'-8"
FRP
42"
3
21'-3"
Revisions
General Construction Notes:
FRP
8"
Wiggins Dollar Tree Shell Plan
SCALE: 1/8" = 1'-0"
2
21'-3"
1. Relative Finish Floor Elevation (FFE) 100'-0", refer to Civil Drawings for Datum FFE. In all cases in Dollar Tree addition match existing.
2. Exterior overall dimensions are to exterior face of stud or framing at grade unless noted otherwise.
3. Refer Plan Section Details (A5.01) for Stud Face to Ext Finish Material Dimensions.
4. Interior dimensions are face of finish (or sheathing) to face of finish (or sheathing) unless noted otherwise.
5. Contractor to coordinate ALL front and rear door entrance locations with Tenant
prior to installation.
6. ALL future Tenant restrooms are to be constructed as accessible in accordance with the current federal ADA
specifications. Refer to sheets ADA1 through ADA4 for specifics.
7. All Interior Partitions are to be provided by Landlord's Contractor unless noted/keyed otherwise.
8. Refer to Civil Drawings for all paving and flatwork conditions.
9. Denotes "Sidewalk Expansion Joint", Note that all other sidewalk joints shown to be Sidewalk Control Joints
10. Tenants will be responsible for providing:
a. Demising Partitions
!
!
b. Gypsum Board at exterior perimeter walls U.N.O. (insulation to be furnished and installed by Landlord's Contractor)
11. Lease Lines go to exterior face of steel framing and to centerline of demising partitions unless noted otherwise.
Room Finish Notes
42"
15'-0"
Ptd GWB
Exposed Structure
Acoustic Ceiling
Semi-Gloss Paint
FRP
8'-0" AFF
21'-3"
06
Wmn
1
1-
10'-0" AFF
.0
Office
21'-3"
pt. exp structure w/ white Dryfall, FRP to 96" AFF in mop sink alcove
A5
exposed str
05
Stockroom
D
1-
10'-0" AFF
36"
.0
Sales
D
G
A5
Prepped MR GWB
G
8" x 14 ga. metal studs @
12" o.c. this sidewall
6" x 14 ga. metal studs @
12" o.c. this front wall
03
Prepped GWB
Remarks
1-
4" Vinyl
CLG HT
.0
12" x 12" VCT
CEILING
A5
Sealed Concrete
WALL
BASE
07
FLOOR
1-
Room Finish Schedule for Dollar Tree
ROOM NAME
F
.0
17'-7 1/2"
Bobrick
A5
D
9'-0"
02
1.0 hd
A5 pp
o
Mirror
GC
portal frame
Dispenser 48" AFF Max
9'-0"
C
portal frame
Tenant
6'-0"
Tenant
6'-8"
Back of Restroom Door Hook 15” to 48” AFF
E
3'-0"
B
1
13'-5 1/2"
INST.
Tenant
3'-0"
Paper Towel
Dispenser 48" AFF Max.
SUPP
Tenant
16'-4"
Coat Hook
Remarks
35'-3 1/2" NEW ADDITION
A
COLOR
new frame required
adjacent to existing
frame, furr around with
light gage metal framing
& 5/8" GWB tight to
columns
08
Wall Mounted Soap Dispenser
MODEL
MANUFACTURER
9'-0" x 9'-0" entry
carpet tile
(by Tenant)
1-
KEY
D
.0
DESCRIPTION
SALES
A5
E
Toilet Accessory Schedule for Dollar Tree
Dollar Tree
8,000 SF
6'-2"
D
1'-4"
new sconce lights
@ 6'-8" AFF min.
Restroom Plan Enlarged
SCALE: 1/2" = 1'-0"
3
T2.1
4"
02
18'-6"
94'-1 1/2"
3'-6"
C
B
Pre-Wired
Checkout
Stations
3'-6"
6
3'-0"
5
10'-0"
14'-6"
34" spout
6'-0"
by Dollar Tree
Mop Sink
w/ HWH
(above)
OFFICE
B
3'-6"
4"
wing wall by
Tenant
Freezer
2'-0"
42"
FD
3'-6"
7 1/4"
STOCKROOM
F
FD
b
3'-0"
42"
E
provide
protruding
object skirt for
high EWC
FRP to 48" AFF
F
FRP to 48" AFF
18'-10"
TYP.
1'-3" min.
58'-10" EXISTING SHELL
E
A2.01-05
A2.01-03
FRP to 96" AFF
8'-0"
40" spout
8"
3'-6"
4'-0"
A2.01-04
6" x 20 ga. metal studs @
16" o.c. to deck
walls by Tenant
560 PR 2422
Uncertain, TX 75661
903.484.4040
[email protected]
F
Wiggins, MS
A
Architect
D
Duane Meyers AIA
36"
C
Wiggins Plaza Dollar Tree Addition
C
A
by Dollar Tree
D
A
F
5'-7"
1'-0"
7 1/4"
A
21'-3"
7 1/4"
5"
21'-3"
8'-0"
3'-0"
21'-3"
2'-3" 7 1/4"
3'-0"
21'-3"
line of awning
(above)
5
eq.
1'-5"
4
eq.
4'-5"
3
8'-0"
1'-8"
2
Freezer/Coolers
eq.
1
Cooler
eq.
7'-6"
by Dollar Tree
5"
1'-8"
4 7/8"
17'-0"
4'-5"
5'-0"
2'-0"
1'-5"
4 7/8"
4"
7'-6"
pipe protection
05
Lav Sidewall
SCALE: 1/2" =
14
Y 20
9 MA
A2.01
1'-0"
9 May 2014
21'-3"
21'-3"
ex ds
A
4"
20'-10"
existing continuous gutter
118'-10 1/2"
parapet
B
B
ex ds
1/2" per 12" SLOPE
C
118'-10 1/2"
parapet
remove standard rake facia @ existing roof,
peel back to clean existing roof panel and
then install new roof panels of same
conifguration w/ cont. sealant at lapped joint
refer A4.03-03
ex ds
D
new ds
16'-4"
122'-10 1/2"
to 125'-7"+
parapet
new R Panel Roof
10'-0"
11'-3"
13'-8"
11'-0"
19'-3"
roof access ladder equal to FS Industries
M17(+/- field verify)WC for the 14'-2" +/- (field
verify) high rear wall, with the LG8 security guard,
OSHA cage and walk thru top options.
www.fsindustries.com
new ds
RTU 2
1,100 lbs
12'-2"
4'-0"
117'-6 1/2"
low eave ht.
17'-7 1/2"
RTU 1
1,100 lbs
RTU 3
1,100 lbs
RTU 4
1,100 lbs
RTU 5
1,100 lbs
RTU service clearance
TYPICAL
4"
120'-10 1/2"
parapet
new ds
120'-10 1/2"
parapet
metal coping
on rake
21'-3"
1
21'-3"
2
General Notes Roof Plan :
21'-3"
3
1. Metal Roof Panels:
!
Equal to MBCI PBR (confirm, match existing), 26 ga.
!
COLOR: Polar White
2. Gutters & Downspouts:
!
COLOR: Polar White
3. RTU's to be mounted on LMCurbs (800.284.1412) refer specifications.
Coordinate locations, weights and details with Pre-Engineered Metal Building
supplier and erector
4. Roof Insulation: cont. 3" NC insulation (ASTM 136) over vinyl backed 6" NC R-19
insulation in the purlin plane equal to JM Formaldahyde Free with a WMP VRR Plus
perforated vinyl back held in place with the White Ultra Grid Banding System
5. Metal Wall Panels:!
!
Equal to MBCI PBR, exposed fastener, 36" wide x 26 ga.
!
COLOR: Signature 300, match existing
01
new continuous gutter
4'-0"
4'-0"
Roof Plan
SCALE: 1/8" =
21'-3"
4
1 1/2"
5
F
114'-0"
low eave ht.
F
G
E
1/2" per 12" SLOPE
new EIFS coping
120'-10 1/2"
parapet
4'-0"
E
NEW CONSTRUCTION
existing EIFS coping
18'-6"
D
C
ex ds
1'-4"
EXISTING CONSTRUCTION
18'-10"
existing R Panel Roof
prep & coat with specified roof coating
G
Wiggins Plaza Dollar Tree Addition
A
21'-3"
5
560 PR 2422
Uncertain, TX 75661
903.484.4040
[email protected]
21'-3"
4
Wiggins, MS
3
Architect
2
Duane Meyers AIA
1
Revisions
1'-0"
14
Y 20
9 MA
A2.02
9 May 2014
NL/EM
EM
No Finished
Ceiling
Reflected Ceiling Legend:
EM
walls below
2x4 Acoustical Ceiling Tile &
Grid, see Room Finish
Schedule on A2.01
S
NL/EM
Ceiling Occupancy Sensor
EM S
EM
Gyp Brd Ceiling
8'-0" AFF
Landlord GC Note:
Toilet Room light and
exhaust fan fixtures shall
be 120V
SCD
frzr/cooler below
Exit Light
S
SCD
Security Camera Dome
SCD
GWB - Semi-Gloss Paint unless
otherwise noted
SCD
extend HVAC to
Office, refer to
General
Mechanical Note
#3 on Dollar Tree
Tenant FInish Plan
CS1
Security Camera Dome
mounted on wall @ 10'-0" AFF
Ventilation Fan
8'-0" strip fluorescent light fixture. Surface
mount to GWB & ACT ceiling. 4 - 4'
fluorescent T8 lamps, Lamps to be
F028/841/SSECO series, 841-4100 Kelvin
color temp
NL
EM
8'-0" strip fluorescent light fixture with lamps
on Night Light Circuit.. Surface mount to
GWB & ACT ceiling. Lamps per strip spec.
8'-0" strip fluorescent light fixture with lamps
on Emergency Light Circuit with Battery
Pack. Surface mount to GWB & ACT ceiling.
For light fixtures with 4 lamps, the battery
pack will only operate 2 of the lamps. Lamps
per strip spec.
Mirror Panel
EM
4'-0" strip fluorescent light fixture with
lamps on Emergency Light Circuit with
Battery Pack. Surface mount to GWB &
ACT ceiling. Lamps per 4' strip spec.
NL/EM
SCD
EM
EM
NL/EM
frzr/cooler below
Diffuser
SCD
checkouts below
Mirrored Panels
Power Pole
Duplex Receptacle for Security
Camera (SC) mounted in
Ceiling Tile
SCD
Power Poles for checkout
counters, verify exec
location with Tenant prior
to installation
SCD
SCD
EM
EM
NL/EM
EM
Acoustic Ceiling
10'-0" AFF
NL/EM
SCD
EM
SCD
EM
NL/EM
SCD
4'-0"
NL
SCD
SCD
walls below
4'-0" strip fluorescent light fixture. Surface
mount to GWB & ACT ceiling. 2 - 4'
fluorescent T8 lamps, Lamps to be
F028/841/SSECO series, 841-4100 Kelvin
color temp.
4'-0" strip fluorescent light fixture with lamps
on Night Light Circuit.. Surface mount to
GWB & ACT ceiling. Lamps per 4' strip spec.
SCD
Critical Dimensions
VERIFY w/ TENANT
PRIOR to INSTALLATION
eq.
Reflected Ceiling Plan General Notes:
80'-0"
1. ALL light fixtures to have T-8 bulbs and electronic ballasts. Refer to Reflected Ceiling Schedule & Tenants Lease Exhibit
2. Security Cameras Domes, Mirror Panels, Occupancy Sensors & Power Poles (UON) are Tenant Supplied & Installed.
3. Stockroom Lights mounted @ 10'-0" AFF.
01
Reflected Ceiling Plan
SCALE: 1/8" = 1'-0"
eq.
560 PR 2422
Uncertain, TX 75661
903.484.4040
[email protected]
Architect
NL/EM
Wiggins Plaza Dollar Tree Addition
1. ALL light fixtures to have T-8 bulbs and electronic ballasts. Refer to Reflected Ceiling Schedule & Tenants Lease Exhibit
2. Security Cameras Domes, Mirror Panels, Occupancy Sensors & Power Poles (UON) are Tenant Supplied & Installed.
3. Stockroom Lights mounted @ 10'-0" AFF.
Wiggins, MS
Reflected Ceiling Plan General Notes:
Duane Meyers AIA
Acoustic Ceiling
8'-0" AFF
Revisions
14
Y 20
9 MA
A2.03
9 May 2014
94'-1 1/2"
Existing Construction
New Construction
new elastomeric coating on existing EIFS to match new colors
18'-10"
18'-6"
1'-4"
16'-4"
G
17'-7 1/2"
R 41'-8"
EIFS Color 1/Color 2
remove all existing signage and
patch EIFS
EIFS Color No. 1
25'-7" +/22'-10 1/2"
EIFS Color 1
20'-10 1/2"
EIFS Color 1/Color 2
EIFS Color No. 3
DOLLAR TREE
EIFS Color No. 2
EIFS Color 2
ex. metal awning,
paint to match new
new insulated aluminum
storefront in existing
openings
12"
117'-6 1/2" hi eave ht
1/2"
114'-0" lo eave ht
EIFS Color 2
new metal awning
metal awning
new sconce lights
new aluminum storefront
6'-8"
EIFS Color No. 2
EIFS Color 1
±0"
0'-0" FFE
1 Story
EIFS Color No. 1
EIFS Color 1
EIFS Color No. 1, match Sherwin Williams Virtual Taupe
EIFS Color No. 2, match Sherwin Williams Balanced Beige
EIFS Color No. 3, match Sherwin Williams Aesthetic White
Front Elevation Rev2
SCALE: 1/8" = 1'-0"
Right Endcap Rev2
SCALE: 1/8" = 1'-0"
02
94'-1 1/2"
G
F
E
C
D
B
5
A
4
3
21'-3"
17'-7 1/2"
16'-4"
1'-4"
18'-6"
18'-10"
2
21'-3"
1
21'-3"
21'-3"
20'-10"
RTU's new addition ONLY
refer Roof Plan A2.02
metal roof
roof access ladder
refer Roof Plan
metal roof
prep & coating on
existing metal roof
cont. gutter
cont. gutter
metal awning
downspouts
downspouts
HM frames/doors
R panel siding
R panel siding
03
±0"
1 Story
Rear Elevation Rev2
SCALE: 1/8" = 1'-0"
04
18'-4" existing opening w/ new glazing
14'-6" existing opening w/ new glazing
15'-0" exsiting opening w/ new glazing
6 eq. spaces
5 eq. spaces
5 eq. spaces
12'-9 3/4" new
6'-3 1/2"
Left Endcap Rev2
SCALE: 1/8" = 1'-0"
13'-5 1/2" existing opening w/ new glazing
2 eq. spaces
3 eq. spaces
6'-0"
6'-4"
3'-4"
6'-4"
3'-4"
A
B
C
D
E
Aluminum Storefront General Notes:
2
3070 PR ALUMNIUM
bronze anodized finish
w/ 1/4" tempered
glazing, Clear Tint.
refer Storefront
Elevations for door
frame
1. Framing System at glass to be equal to US Aluminum #451 Insulated Center Glazing System,
reinforced as required by glass area, wind load and code, bronze anodized finish w/ PPG
Solarban 60 Low E Insulated Glass w/ Clear Tint on second panel or equal.
2. Entry Door System equal to US Aluminum #250 Narrow Style doors w/ 10" bottom rail, top and
bottom offset pivot hinges, single acting "Dorma" concealed overhead closure, Adams-Rite Max
Security Lock and Lock Cylinder for active leaf, one pair Flush Bolt Locks with finger guard for
inactive leaf, pile cloth weatherstripping and 1" dia. radius pulls and 1" dia. radius push bar.
Aluminum Storefront Elevations
scale: 1/4" = 1'-0"
0
2'
3070 HM 18 ga. pair
insulated door w/ 3 pr 4.5" hvy duty, nonremovable hinges, door
sweep, rain drip above
door, 1/2" max. alum
threshold. closer,
weather stripping &
locking device
6070
2" x 5 3/4" frame
galv. w/ 2" h. head
Building Site is located in Wind Zone as classified by ASCE 7 - 10 which is the
controlling code. Reinforce as required.
05
4'
8'
06
Door & Frame Elevations
scale: 1/4" = 1'-0"
3
3070 HM 18 ga. insulated
door w/ 1 & 1/2 - pair
hinges, non-removable
hinges, door sweep, rain
drip above door, 1/2" max.
alum threshold. closer,
weather stripping &
locking device
3070
2" x 5 3/4" frame
galv. w/ 2" h. head
2"
7'-0"
2"
7'-0"
2"
7'-0"
1
7'-0"
2"
Revisions
7'-0"
01
Wiggins Plaza Dollar Tree Addition
2'-0" 2'-0"
18'-10 1/2"
17'-6 1/2"
RTU's new addition ONLY
refer Roof Plan A2.02
560 PR 2422
Uncertain, TX 75661
903.484.4040
[email protected]
20'-10"
F
E
D
Wiggins, MS
C
Architect
B
Duane Meyers AIA
A
4
5 6
3070 HM 18 ga. pair
insulated door w/ 3 pr 4.5" hvy duty, ball beg
pins, hvy duty hinges,
closers both doors,
push/pull latch set
3070 SCWD 1 3/4" w/ 1
& 1/2 - pair hinges,
closer, door/wall stop &
ADA lever handle with
privacy lock
14
Y 20
9 MA
3070
2" x 5 3/4" frame
w/ 2" h. head
6070
2" x 5 3/4" frame
galv. w/ 2" h. head
provide panic device at
exit locations
0
2'
4'
8'
A3.01
9 May 2014
1/2" per 12" SLOPE
Wiggins, MS
clean & prep existing EIFS for
application of new compatible
elastomeric coating, 2 colors as
selected by Architect to match Sherwin
Williams color
560 PR 2422
Uncertain, TX 75661
903.484.4040
[email protected]
Architect
Duane Meyers AIA
existing R Panel Roof
prep & coat with specified roof coating
Wiggins Plaza Dollar Tree Addition
1/2" per 12" SLOPE
existing R Panel Roof
prep & coat with specified roof coating
Revisions
clean & prep existing EIFS for
application of new compatible
elastomeric coating, 2 colors as
selected by Architect to match Sherwin
Williams color
14
Y 20
9 MA
A3.02
9 May 2014
21'-3"
5
21'-3"
21'-3"
cont. 3" NC insulation (ASTM
136) over vinyl backed 6" NC
R-19 insulation in the purlin plane
equal to JM Formalahyde Free
with a WMP VRR Plus perforated
vinyl back held in place with the
Ultra Grid Banding System
12"
117'-6 1/2" hi eave ht
1/2"
114'-0" lo eave ht
±0"
1 Story
100'-0" FFE
01
Building Section
SCALE: 1/4" =
1'-0"
center column
pre-engineered metal bldg
frames, straight legs front & rear
11'-1 3/4" clr
pre-engineered metal bldg
frames, straight legs front & rear
12'-10 1/8" clr
14'-7 3/4" +/- clr
ceiling as scheduled 10'-0" AFF
Wiggins, MS
21'-3"
4
560 PR 2422
Uncertain, TX 75661
903.484.4040
[email protected]
Architect
3
Duane Meyers AIA
2
Wiggins Plaza Dollar Tree Addition
1
Revisions
14
Y 20
9 MA
A4.01
9 May 2014
A4.04-08
6"
"z" purlins
MTL BLDG MFG:
dbl. "c" purlins at eave w/ horizontal
"c" connected @ web, securely
anchor to metal stud design dbl "c"
to carry load of parapet wall
MTL BLDG MFG to design metal roof
panel structure to endure 110 MPH
wind loads as defined by ASCE 7 10 (typical)
blocking @ 8'-0" o.c. vertically
(typical)
blocking @ 8'-0" o.c. vertically
(typical)
mfg's standard roof
closure details
metal roof
(color match existing)
rigid frame width not to exceed
8" in width @ side wall
metal roof
(color match existing)
A4.04-04
12"
3"
1" eifs over 1/2" sheathing
(provide 1/2" Dri Con Trtd plywd at
sidewall sign locations, refer bldg
elevations)
3"
R-19 batt insulation
A4.04-05
A4.04-05
acoustic clg as scheduled
9'-4" AFF
sealant
backer rod and sealant
backer rod and sealant
structural C's and red iron as per
Pre-Engineered Bldg Mfg
FLAT PROFILE
FlexLoc Soffit Panel on 1.625" x 14 ga.
channels @ 20" o.c on 3.635" x 14 ga. studs
@ 32" o.c.
(ribbed pattern soffit panels will be rejected,
match existing)
1" eifs on 1/2" Dri-Con trtd plywd
(beyond)
flatwork refer Civil Drawings
A4.04-02/03
blocking @ 8'-0" o.c. vertically
(typical)
sconce light fixture
(match existing)
provide hi impact mesh to 9'-4" aff at
ALL eifs walls (typical)
pre-engineered steel frame
(beyond)
1" eifs on 1/2" Dens
Glass Gold sheathing
1" eifs on 1/2" Dri-Con trtd plywd on
6" x 14 ga. mtl studs @ 12" o.c. at
front elevation
1"
5/8" gyp brd on
8" x 14 ga. mtl studs @
12" o.c., locate exp. jts.
@ 30' o.c. typical
bevel top @ 45 degrees
5"
5/8" gyp brd on
3 5/8" x 18 ga. mtl studs @
16" o.c. @ interior side of
frame furring
provide hi impact mesh to 9'-4" aff at
ALL eifs walls (typical)
1"
R-19 batt insulation
2'-0"
reinforced
aluminum storefront entry door
acoustic ceiling
(where shown on
plan)
blocking @ 8'-0" o.c. vertically
(typical)
6'-8" min.
7'-0" AFF
facia retainer
MTL BLDG MFG to design metal roof
panel structure to endure 110 MPH
wind loads as defined by ASCE 7 10 (typical)
A4.04-04
12"
line of storefront head
rake facia
MTL BLDG MFG High
Wind Condition detail
wall cap
MTL BLDG MFG to design metal roof
panel structure to endure 110 MPH
wind loads as defined by ASCE 7 10 (typical)
3 5/8" x 18 ga. mtl stud brace to "z"
purlin @ 4'-0" o.c.
acoustic clg as scheduled
9'-4" AFF
panel rib closure
varies
6" x 14 ga. mtl studs @
12" o.c. cont. from top
of storefront to top of
parapet
3 5/8" x 18 ga. mtl stud brace to "z"
purlin @ 4'-0" o.c.
4"
1" eifs over 1/2" Dri-Con FR trtd
plywd on front elevation
(mechanically attached at plywd
TYPICAL)
line of rigid frame
(beyond)
1" eifs over 1/2" Dri-Con FR trtd
plywd on front elevation
(mechanically attached at plywd
TYPICAL)
6" x 14 ga. mtl studs @
12" o.c. cont. from top
of storefront to top of
parapet
117'-6 1/2" eave ht. (match existing)
MTL BLDG MFG:
dbl. "c" purlins at eave w/ horizontal
"c" connected @ web, securely
anchor to metal stud design dbl "c"
to carry load of parapet wall
exposed structure painted
with WHITE "dry fall" paint
TYPICAL
line of rigid frame
(beyond)
base as scheduled
R-19 batt insulation
A4.04-01
100'-0" FFE
Architect
A4.04-08
COLOR 2
117'-6 1/2" eave ht. (match existing)
"z" purlins
C - 22'-10 1/2" to 25'-7"+/-TOP @ parapet arch
B - 20'-10 1/2" +/-TOP @ pilasters
A - 18'-10 1/2" +/-TOP (match existing)
1 1/2"
560 PR 2422
Uncertain, TX 75661
903.484.4040
[email protected]
cont. 3" NC insulation (ASTM 136)
over vinyl backed 6" NC R-19
insulation in the purlin plane equal
to JM Formalahyde Free with a
WMP VRR Plus perforated vinyl
back held in place with the Ultra
Grid Banding System
A4.1-06
sim.
100'-0" FFE
1/2" x 12" anchor bolts @ 16" o.c.
(typical)
backer rod/sealant
flatwork/paving as per
Civil Drawings
Wiggins, MS
C - 22'-10 1/2" to 25'-7"+/-TOP @ parapet arch
B - 20'-10 1/2" +/-TOP @ pilasters
A - 18'-10 1/2" +/-TOP (match existing)
Duane Meyers AIA
1 1/2"
Wiggins Plaza Dollar Tree Addition
6"
refer A4.02-01
for Typical Notes
Face of Frame
cont. 3" NC insulation (ASTM 136)
over vinyl backed 6" NC R-19
insulation in the purlin plane equal
to JM Formalahyde Free with a
WMP VRR Plus perforated vinyl
back held in place with the Ultra
Grid Banding System
metal roof over 3" vinyl
backed insulation, provide
coating over existing metal
roof
TYPICAL
COLOR 1
metal roof over 3" vinyl
backed insulation, provide
coating over existing metal
roof
TYPICAL
refer A4.02-01
for Typical Notes
Revisions
100'-0" FFE
1/2" x 12" anchor bolts @ 16" o.c.
(typical)
#3 dowels @ 16" o.c. x 2'-0"
refer structural drawing for
foundation details & conditions
01
ABC
Typical Section Front Wall @ Entry
Contractor to match existing EIFS profiles,
textures and dimensions. Refer A3.01
Elevations for new colors
(TYPICAL)
refer structural
drawing for foundation
details & conditions
refer structural drawing for
foundation details & conditions
3/4" = 1'-0"
02
Typical Section Front Wall @ Bldg Frame
Contractor to match existing EIFS profiles,
textures and dimensions. Refer A3.01
Elevations for new colors
(TYPICAL)
3/4" = 1'-0"
03
#3 dowels @ 16" o.c. x 2'-0"
Section Side Wall @ EIFS Rake
Contractor to match existing EIFS profiles,
textures and dimensions. Refer A3.01
Elevations for new colors
(TYPICAL)
3/4" = 1'-0"
14
Y 20
9 MA
A4.02
9 May 2014
varies
ex. metal roof over 3"
vinyl backed insulation
as req'd
3'-8" max
panel closure angle
eave gutter
"c" section
MTL BLDG MFG to design metal roof
and wall panel structure to endure
110 MPH wind loads as defined by
ASCE 7 - 10 (typical)
R-19 batt insulation cont. in girt
space
remove existing rake cap,
retainer clips and EIFS as
required to postion new
roof over existing endwall
NEW
3'-8"
EXISTING
acoustic ceiling
(where shown on plan)
new acoustic clg as
scheduled
3'-8"
11'-8"
vinyl back insulation
NOTE:
absolute min. dimension from
FFE to bottom of frame
NO EXCEPTIONS
14'-0"
A4.04-09
7'-0" insulated HM door and
frame by Pre-Eng Metal Bldg
Mfg
ex. 1" eifs on 1/2"
sheathing TBR
wall girt spacing as required
by Wind Load Code, but not
more than 3'-8" o.c. MAX.
3'-8"
grind down and smooth
any anchor bolts at
existing wall demolition
1 1/2"
R-19 batt insulation cont. in girt
space
8"
#3 dowels @ 16" o.c. x 2'-0"
@ flatwork only, not @ asphalt
condition
01
ex. 5/8" gyp brd on
6" x 14 ga. mtl studs @
12" o.c. TBR
5/8" gyp brd on
1 5/8" x 20 ga. furring channels @
12" o.c. securely attached to wall
girts
metal wall panel
paving as per Civil
Drawings
100'-0" FFE
MTL BLDG MFG to design metal roof
panel structure to endure 110 MPH
wind loads as defined by ASCE 7 10 (typical)
"C" channel on base sealant tape
1/2" x 12" anchor bolts @ 16" o.c.
(typical)
refer structural drawing for
foundation details & conditions
Rearwall Section w/ Metal Panel
3/4" = 1'-0"
Contractor to match existing metal
panel profiles colors and dimensions
(TYPICAL)
ADA accessible threshold set in
mastic bed and mechanically
attached, MAX HT 1/2".
MAX slope 1:50
new foundation
refer structural drawing for
foundation details & conditions
A4.04-09
560 PR 2422
Uncertain, TX 75661
903.484.4040
[email protected]
Architect
Duane Meyers AIA
Revisions
100'-0" FFE
#3 dowels @ 16" o.c. x 2'-0"
@ flatwork only, not @ asphalt
condition
refer structural drawing for
foundation details & conditions
02
remove existing sheathing and
EIFS below existing FFE line in
order to place new slab abutting
exsting slab/grade beam
Wiggins, MS
114'-0" eave ht. (match existing)
1'-4"
Wiggins Plaza Dollar Tree Addition
remove standard rake facia,
peel back to clean existing
roof panel and then install
new roof panels of same
conifguration w/ cont. sealant
at lapped joint
MTL BLDG MFG to design metal roof
and wall panel structure to endure
110 MPH wind loads as defined by
ASCE 7 - 10 (typical)
mfg's standard roof/wall closure
details
refer A4.02-01
for Typical Notes
CL of New Frame
metal roof panel over 3" vinyl
backed insulation
continuous "C"'s @ termination
of wall
refer A4.03-01
for Typical Notes
CL of Ex. Frame
refer A4.02-01
for Typical Notes
Rearwall Section w/ Metal Panel @ Door
3/4" = 1'-0"
refer structural
drawing for foundation
details & conditions
03
Common Side Wall @ Addition
3/4" = 1'-0"
14
Y 20
9 MA
A4.03
9 May 2014
EIFS backwrap @ EIFS
termination
(typical)
metal stud track set in
base sealant tape
(typical)
slope walk away from bldg
1:50 max.
1:50 max. slope
100'-0" FFE
compressible filler with self
leveling filler @ all pedestrian
locations
backer rod and sealant
(typical)
1/2" x 12" anchor bolts @
16" o.c.
(typical)
01
EIFS Sill Detail
SCALE 1 1/2" = 1'-0"
Metal Panel Schedule
R-19 batt insulation
Soffit Panel
26 ga.
FlexLoc
Wall Panel
PBR
24 ga.
match
adjacent
component
utilize "waterproof" basecoat
on parapet top
TYPICAL NOTES:
1. Field verify and match all elevation
parapet dimensions & profiles.
2. Field verify and match all EIFS
and Exterior Finish colors.
20 oz. high impact [email protected] top
of parapet
1'-4" above eave ht. @ A
6"
2 1/2"
1:50 max. slope
FFE 100'-0"
color
2"
color
4"
1/2"
2
2
color
4"
MTL BLDG MFG:
dbl. "c" purlins at eave w/
horizontal "c" connected
@ web, securely anchor
to metal stud
1"
3"
ADA threshold set in mastic
bed and mechanically
attached
1/2" max.
outside closure strip
on tape sealer
slope walk away from bldg
1:50 max.
1"
trtd 1x4 w/ bevelled edge securely
anchored to studs
equal to Fry "ST" Reglet w/ 26
ga. G.I. counterflashing over
parapet high side eave flashing
alum. storefront door as
scheduled
1
reinforcing mesh @ front face,
top & rear face of parapet
4"
1 1/2"
1'-0"
line of EIFS storefront
(beyond)
3
color
eave ht
2
6" x 14 ga. mtl studs @ 12" o.c.
cont. from top of storefront to
top of parapet
design dbl "c" purlins to
carry load of parapet wall
2
compressible filler with self
leveling filler @ all pedestrian
locations
or
3
color, refer to Elevations
1" eifs over 1/2" Dri-Con FR trtd
plywd on front elevation
6"
02
Aluminum Storefront @ Threshold
SCALE 1 1/2" = 1'-0"
5/8" 4 1/2"
08
High EIFS Parapet Detail
vinyl back insulation
SCALE 1 1/2" = 1'-0"
5/8" "x" gyp brd on 1 5/8" mtl
furring channels
cont. wall girt above door
cont. 1 5/8" channel scetion @
door head
1/2"
head trim/flashing
560 PR 2422
Uncertain, TX 75661
903.484.4040
[email protected]
Architect
Duane Meyers AIA
3'-4"
#3's @ 18" o.c. each way
1'-6" dia. 3,000 psi concrete footing
Sidewalk Control Joint
# 6's each way
compressible filler with self leveling filler
(every 5th joint or as noted on plan)
#3's @ 18" o.c. each way
DO NOT extend through
joint
#3's x 12" @ 18" o.c. slip
dowel @ joint
Polar White
Misc. Trim
EIFS backwrap @ EIFS
termination
3/8" w. tooled joint @
5'-0" max.
10.5" x 24 ga.Polar White
5/8" 4 1/2"
line of alum. storefront system
concrete paving
refer Civil Drawings
compacted subgrade as
per Geotechnical Report
Colony Green
MTL BLDG MFG to design metal roof
and wall panel structure to endure
110 MPH wind loads as defined by
ASCE 7 - 10 (typical)
line of drywall finish
(beyond)
cushion snad
SCALE 1 1/2" = 1'-0"
match existing components where they vary from schedule, obtain
approval from Architect
USE
PROFILE
GAGE
COLOR
Main Roof Panel
PBR
26 ga.
Polar White
Canopy Roof Panel PBR
#3's @ 18" o.c. each way
1" EIFS on 1/2" CDX
Dri-Con trtd plywd
shthg
Canopy Detail
05
SCALE 1 1/2" = 1'-0"
4"
Typicay Sidewalk Section
trtd 2x securely anchored
to steel
painted, 4" dia. galvanized pipe
bollard, fill with 3,000 psi concrete
2"
trtd 2x4/1x4 securely
anchored to steel
sealant
26 ga. pre-finished
"L", wrap 2x to shthg
wrap EIFS finish all the
way back to shthg
Roof/Wall Detail
26 ga. pre-finished
eave trim
cont. cleat w/ fastener
@ 12" o.c.
backer rod and sealant
2"
Sidewalk Expansion Joint
06
Flatwork Details
SCALE 1 1/2" = 1'-0"
07
1'-2"
1'-6"
2"
Bollard Detail
Wiggins, MS
04
2'-0"
EIFS on high density impact
mesh to 9'-4' AFF
(typical)
trtd cont. blocking
trtd 2x/1x blocking
securely anchored to steel
FLAT PROFILE
soffit panel
Wiggins Plaza Dollar Tree Addition
cont. moisture barrier
moisture barrier
1:50 max. cross slope away from bldg
4" min.
5/8" "X" gyp brd
cont. sealant between
t/b closure angles &
closure angles/roof
panels w/ rivots @
12" o.c. max.
26 ga. pre-finished drip
flashing - provide
sealant between eave
trim & drip flashing
concrete cone
3'-0"
canopy roof
structure by Metal
Bldg Mfg
2"
1'-0"
4"
line of metal stud as
scheduled
1"
1" EIFS on 1/2" Dri-Con trtd
plywd on 6" x 14 ga." metal
studs @ 12" o.c
26 ga. pre-finished
tie-in flashing to match
roof color
notched top & bottom
closure angles
Refer Arch/Civil Plans
roof panel
3"
COLOR 2
trtd 1x6 securely
anchored to
shthg/structure
COLOR 1
5" 1"
bevel top @ 45 degrees
equal to Fry "ST"
Reglet w/ 26 ga.
pre-finished
counterflashing to
match roof color
1"
1" EIFS on 1/2"
CDX Dri-Con trtd
plywd shthg
mtl. studs as
scheduled
line of drywall finish
(beyond)
1 1/2"
reinforced alum. storefront as
scheduled
line of metal panel/trim
(beyond)
line of EIFS storefront
(beyond)
grout block ledge @ doorway
locations
storefront sill set on 3/8" shim
with backer rod and sealant
both sides
Revisions
MTL BLD
G MFG to design metal roof and wall
panel structure to endure
110 MPH wind loads as defined by
ASCE 7 - 10 (typical)
ADA accessible threshold set in mastic bed and
mechanically attached, MAX HT 1/2".
FFE 100'-0"
slope walk away from bldg
1:50 max.
1:50 max. slope
FFE 100'-0"
compressible filler with self
leveling filler @ all pedestrian
locations
1:50 max. slope
Aluminum Storefront @ Sill
14
Y 20
9 MA
sill flashing dam set
in mastic bed
#3 dowels @ 16" o.c. x 2'-0"
top of flatwork flush with FFE @
pedestrian entry/exit points
ALUMINUM STOREFRONT MFG to
supply storefront system to comply
with ASCE 7 - 10 and identified
110 MPH wind loads (typical)
03
4"
7'-0" insulated HM door and frame
by Pre-Eng Metal Bldg Mfg
line of alum. storefront system
compressible filler with self
leveling filler @ all pedestrian
locations
4"
SCALE 1 1/2" = 1'-0"
max. threshold 1/2" to comply
with ADA
09
Rear Exit Sill & Head Detail
SCALE 1 1/2" = 1'-0"
A4.04
9 May 2014
5/8"
existing 1" eifs on 1/2"
sheathing TBR
8"
mfg's standard
trim & detail
vinyl back insul
ex. metal wall
panel
R-19 batt insul
face of slab
face of slab
vinyl back insul
face of frame
ext. face of frame
existing 1" eifs on 1/2"
sheathing
TBR
5/8"
R-19 batt insul
R-19 batt insul
5/8" gyp brd on
1.5" x 16 ga. furring channels run
vertically @ 16" o.c.
(secure to wall girts)
as req'd
1 5/8"
wall girts @ 3'-8"
o.c. max.
1" eifs on 1/2" sheathing
2 1/2" x 14 ga. mtl studs
@ col. wrap
wall girts @ 3'-8" o.c.
max.
8"
mfg's standard
corner trim &
detail w/ cont.
sealant
R-19 batt insul
existing 5/8" gyp brd on
6" x 14 ga. mtl studs @ 12" o.c.
TBR
2 1/2"" mtl studs
@ col. wrap
5/8" gyp brd on
8" x 14 ga. mtl studs
@ 12" o.c.
5/8" gyp brd on
3.625" x 20 ga. mtl studs @ 16" o.c.
@ furring
backer rod and
sealant
5/8" "X" gyp brd on
1.625" x 20 ga. furring
channels @ 12" o.c.
5/8"
05
Sidewall Column
1 1/2" = 1'-0"
06
8"
1 1/2"
Rear Corner Col
MTL BLDG MFG to design metal wall
panel structure to endure 110 MPH
wind loads as defined by ASCE 7 10 (typical)
1 1/2" = 1'-0"
07
Typical Back Col
MTL BLDG MFG to design metal wall
panel structure to endure 110 MPH
wind loads as defined by ASCE 7 10 (typical)
1 1/2" = 1'-0"
08
Common Back Corner Col @ Addition
MTL BLDG MFG to design metal wall
panel structure to endure 110 MPH
wind loads as defined by ASCE 7 10 (typical)
1 1/2" = 1'-0"
Wiggins, MS
backer rod and
sealant
steel bldg frame
wall girts @ 3'-8" o.c.
max.
4"
04
ex. steel bldg
frame
metal wall panel
CL of frame
4"
1 1/2" = 1'-0"
face of eifs
03
Wiggins Plaza Dollar Tree Addition
Front Corner Col
face of slab
1 1/2" = 1'-0"
CL of frame (verify)
CL of frame (verify)
1 1/2"
face of frame
5/8" gyp brd on
8" x 14 ga. mtl studs
@ 12" o.c.
1 1/2"
steel bldg
frame
MAX WIDTH
8" @
Endwalls
CL of frame
face of eifs
face of slab
ext. face of stud
3" vinyl back insul
1 1/2"
5/8"
1 1/2"
Wind Bent Col (opp hd)
02
4"
1" eifs on 1/2"
Dri-Con trtd plywd at
front elevation (mech
fasten eifs @ plywd)
CL of frame (verify)
1 1/2" = 1'-0"
metal wall panel
R-19 batt insul
refer plan
R-19 batt insulation
steel bldg frame
steel bldg frame
refer plan
refer A5.0-01
for typical notes
4"
steel bldg frame
MAX WIDTH 8"
trtd wd shim, backer rod
and sealant
verify w/ mtl bldg
mfg
560 PR 2422
Uncertain, TX 75661
903.484.4040
[email protected]
1'-0"
refer plan
face eifs
face of eifs
1" eifs on 1/2" DriCon trtd plywd at
front elevation (mech
fasten eifs @ plywd)
CL of new frame
face of ex. eifs
verify
face of frame
face of stud
2'-0 1/4" +/-
Common Front Col @ Addition
CL of frame
face eifs
alum storefront
trtd wd shim, backer rod
and sealant
NEW
face of ex. stud
CL of ex. frame
EXISTING
face of frame
CL of frame
1'-4"
4 1/2"
4 1/2"
5/8"
1/2"
2 1/2" mtl studs
alum storefront
1'-0"
as req'd
as req'd
5/8" gyp brd on
6" x 14 ga. mtl studs @ 12" o.c.
(refer Typical Section Front Wall
for stud gage)
trtd 1x4 blocking
backer rod and
sealant
NOTE: column and
base plate must fit
within 8" wall cavity
1" eifs on 1/2"
sheathing
trtd 1x4 blocking
existing studs, rework
furring around existing
furring
01
wind bent frame
refer plan for location
5/8" gyp brd on
3.625" x 20 ga. mtl studs @ 16" o.c.
@ furring
new 5/8" gyp brd on
3.625" x 20 ga. mtl
studs @ 16" o.c.
@ furring
5/8" gyp brd on
8" x 14 ga. mtl studs @ 12" o.c.
(refer Typical Section Side Wall
for stud gage)
Duane Meyers AIA
backer rod and
sealant
Architect
R-19 batt insulation
existing 5/8" gyp brd on
8" x 14 ga. mtl studs @ 12" o.c.
TBR
Revisions
14
Y 20
9 MA
A5.01
9 May 2014
2010 ADA Standards for Accessible Design
for Public Accommodations and Commercial Facilities: Title III
Wiggins Plaza Dollar Tree Addition
560 PR 2422
Uncertain, TX 75661
903.484.4040
[email protected]
CHAPTER 4: ACCESSIBLE ROUTES
Wiggins, MS
Duane Meyers AIA
Architect
CHAPTER 3: BUILDING BLOCKS
2010 ADA - SHEET 1
Revisions
14
Y 20
9 MA
ADA-1
ADA1
9 May 2014
2010 ADA Standards for Accessible Design
for Public Accommodations and Commercial Facilities: Title III
CHAPTER 5: GENERAL SITE AND BUILDING ELEMENTS
CHAPTER 6: PLUMBING ELEMENTS & FACILITIES
560 PR 2422
Uncertain, TX 75661
903.484.4040
[email protected]
Wiggins, MS
Wiggins Plaza Dollar Tree Addition
Duane Meyers AIA
Architect
CHAPTER 4: ACCESSIBLE ROUTES (cont.)
2010 ADA - SHEET 2
Revisions
14
Y 20
9 MA
ADA2
ADA-2
9 May 2014
2010 ADA Standards for Accessible Design
for Public Accommodations and Commercial Facilities: Title III
560 PR 2422
Uncertain, TX 75661
903.484.4040
[email protected]
Wiggins, MS
Wiggins Plaza Dollar Tree Addition
Duane Meyers AIA
Architect
CHAPTER 6: PLUMBING ELEMENTS &
FACILITIES (CONT.)
2010 ADA - SHEET 3
Revisions
14
Y 20
9 MA
ADA3
ADA-3
9 May 2014
CHAPTER 8: SPECIAL ROOMS, SPACES AND ELEMENTS
Wiggins Plaza Dollar Tree Addition
560 PR 2422
Uncertain, TX 75661
903.484.4040
[email protected]
Duane Meyers AIA
Architect
CHAPTER 7: COMMUNICATION ELEMENTS AND FEATURES
Wiggins, MS
2010 ADA Standards for Accessible Design
for Public Accommodations and Commercial Facilities: Title III
2010 ADA - SHEET 4
Revisions
14
Y 20
9 MA
ADA4
ADA-4
9 May 2014
T2.1
Dollar Tree
8,000 SF
T2.1
Dollar Tree
8,000 SF
Revisions
E1.00
25 Apr 2014
T2.1
Dollar Tree
8,000 SF
Revisions
E2.00
25 Apr 2014
Revisions
E3.00
25 Apr 2014
Revisions
E4.00
25 Apr 2014
MECHANICAL KEYED NOTES (Designated Note M1, M2, etc.): 1. Provide a 30" wide by 20" flanged high screened RA inlet on the stock room wall. The bottom of the RA
screened inlet shall be located immediately above the top of the SA duct. 2. The ductwork in the stock room shall be no higher than 12 feet above the finished floor. Coordinate the
SA ductwork elevation with the light fixtures to prevent the fixtures from be affected by SA flow. 3. Offset the RA duct to be located above the SA duct in the stockroom. See Notes M1 & M2. 4. Provide 10” diameter externally insulated snap‐lock duct with a balancing damper through the roof to the terminal cap. See mechanical details for terminal requirements. Exhaust ducts shall not be combined
with other exhaust ducts. See specifications for sealing and insulation requirements. 5. Coordinate the location of the thermostats with the tenant, considering store fixtures and the proper
location to accurately detect the space temperature or. As a default, locate the thermostats as shown, approximately 72” AFF. 6. Seal‐Tite Stick‐On Saddle w/Scoop and Damper, Typical All Locations. 7. Provide new 2" schedule 40 PVC insulated condensate header beneath the roof and route to the mop
sink. All condensate lines located below the roof shall be insulated and have an exterior vapor barrier. Support on 4 foot centers. Provide cleanouts every change in direction and every 25 feet. MECHANICAL GENERAL NOTES: 1. See Demolition Notes Sheet MP1. 2. Verify the location of all utilities prior to bid submission. 3. All roof mounted equipment, including gas piping, sanitary vents, combustion air vents, condensate
lines, etc., shall have the outermost extremity set back a minimum of eleven feet from the roof edge. 4. See associated Mechanical, Plumping and Sprinkler drawings for specifications and additional requirements. Additional Energy Conservation Code Requirements: The Duct pressure classification for this project is Low pressure duct and shall comply with the following: Duct Construction [2006/2009 IECC, 503.2.7] (Applies to all supply, return, outdoor air and exhaust duct systems.) Low‐Pressure Duct Systems: All longitudinal and transverse joints, seams and connections of supply and return ducts operating at a static
pressure less than or equal to 2 inches w.g. shall be securely fastened and sealed with welds, gaskets,
mastics (adhesives), mastic‐plus‐embedded‐fabric systems or tapes installed in accordance with the
manufacturer’s installation instructions. Tapes and mastics used to seal ductwork shall be listed and labeled
in accordance with UL 181A and shall be marked “181A‐P” for pressure‐sensitive tape, “181A‐M” for mastic or “181A‐H” for heat‐sensitive tape. Tapes and mastics used to seal flexible air ducts and flexible air
connectors shall comply withUL181B and shall be marked “181B‐FX” for pressure‐sensitive tape or “181B‐
M” for mastic. Duct connections to flanges of air distribution system equipment shall be sealed and
mechanically fastened. Mechanical fasteners for use with flexible nonmetallic air ducts shall comply with UL
181B and shall be marked 181B‐C. Unlisted duct tape is not permitted as a sealant on any duct. Submittals of duct sealing materials and techniques shall be submitted to the mechanical engineer of record
prior to purchase or installation of the materials. HVAC Equipment Manuals Required: Operating and maintenance manuals shall be provided to Scepter Engineering and to the building owner by
the mechanical contractor. The manual shall include, at least, the following: 1. Equipment capacity (input and output) and required maintenance actions. 2. Equipment operation and maintenance manuals. 3. HVAC system control maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions. Desired or field‐determined set points shall be permanently recorded on control drawings, at control devices or, for digital control systems, in programming comments. 4. A complete written narrative of how each system is intended to operate. GRILL, REGISTER & DIFFUSER SCHEDULE
MARK
DESCRIPTION
MFGR
RUNOUT
MODEL
DAMPER
A
SUPPLY ‐ TO 100 CFM
TITUS
6"ø
TMS, 12"x12", 6" NECK, 4‐WAY, U.O.N.
YES
B
SUPPLY ‐ TO 200 CFM
TITUS
8"ø
TMS, 24"x24", 8" NECK, 4‐WAY, U.O.N.
YES
C
SUPPLY ‐ TO 400 CFM
TITUS
10"ø
TMS, 24"x24", 10" NECK, 4‐WAY, U.O.N.
YES
D
SUPPLY ‐ TO 500
TITUS
N/A
RETURN
TITUS
N/A
RETURN
TITUS
N/A
NOTES:
1.
2.
3.
4.
AEROBLADE, 112‐RL, 18x8, w/EXTRACTOR
DOUBLE DEFLECTION
50F, 12"x12", 1/2"x1/2"x1/2"
ALUMINUM CORE
50F, 24"x24", 1/2"x1/2"x1/2"
ALUMINUM CORE
YES
NO
NO
FINISH
COMMENTS & NOTES
NOTE REFS:
WHITE
1, 2, 3, 4
NOTE REFS:
WHITE
1, 2, 3, 4
NOTE REFS:
WHITE
1, 2, 3, 4
PAINT NOTE REFS:
GRIP
NOTE REFS:
WHITE
.
NOTE REFS:
WHITE
.
PROVIDE A SITCK‐ON SCOOP AND DAMPER AT ALL BRANCHES.
DAMPERS AT DIFFUSERS SHALL BE OPPOSED BLADE. NO RADIAL BLADE DAMPERS ARE PERMITTED.
INSULATE THE BACK SIDE OF ALL DIFFUSERS THAT ARE NOT IN A RETURN AIR PLENUM.
DUCT RUN‐OUT SHALL BE THE SAME SIZE AS DIFFUSER NECK, U.O.N.
EXHAUST FAN SCHEDULE
EQUIP.
No.
SERVICE
MANUFACTURER / MODEL
CFM / SP
HP
VOLTS/
PHASE
EF‐1
SEE DRAWING
COOK MN: GN‐720, INLINE
TO 600 @ .5"WC
323 WATTS
120
NOTES:
1.
2.
3.
4.
5.
6.
7.
BACKDRAFT
DAMPER
SHUTTER
& SCREEN
WEIGHT
30
COMMENTS & NOTES
NOTE REFS: 1,2,3,4,5,6,7
∙
SUPPORT FROM BUILDING STEEL ABOVE. DO NOT SUPOPORT FROM CEILING TILE OR CEILING TILE GRID.
SEE INSTALLATION DETAIL ON DRAWINGS.
PROVIDE FLEX CONNECTIONS ON THE INLET AND DISCHARGE SIDE OF THE FAN.
ALL EXHAUST DUCT SHALL BE EXTERNALLY INSULATED WITH DUCT WRAP AND VAPOR BARRIER.
BALANCE TO CFM SHOWN ON THE DRAWING.
PROVIDE A ROOF CURB AND TERMINATE AS SHOWN ON THE DRAWING DETAIL.
COORDINATE WITH DOLLAR TREE ENERGY MANAGEMENT SYSTEM UNLESS DIRECTED TO SWITCH WITH LIGHTS.
RTU SCHEDULE ‐ HEAT PUMPS
COOLING COIL PERFORMANCE
EQUIP.
No.
RTU‐1
Heat Pump
RTU‐2
Heat Pump
RTU‐3
Heat Pump
RTU‐4
Heat Pump
RTU‐5
Heat Pump
NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
NOM
TONS
SERVICE
UNIT
CFM
OA
CFM
ESP
(IN WC)
FAN
HP
COIL
TOTAL
MBH
COIL ENTERING
OUTDOOR
SENSIBLE EVAP AIR
AIR DB °F
MBH DB/WB °F
6
AS SHOWN
2,400
275
1.0
2
72
54.9
80/67
6
AS SHOWN
2,400
275
1.0
2
72
54.9
6
AS SHOWN
2,400
275
1.0
2
72
6
AS SHOWN
2,400
275
1.0
2
6
AS SHOWN
2,400
275
1.0
2
ELECTRIC HEAT
ELECTRICAL
Min
EER
KW
IN
KW
OUT
MCA
MOCP
VOLTS/
PHASE
WEIGHT
DESIGN BASIS MINIMUM & NOTES
(LBS)
97
12
12.0
12.0
85
90
208/3
1,100
80/67
97
12
12.0
12.0
85
90
208/3
1,100
54.9
80/67
97
12
12.0
12.0
85
90
208/3
1,100
72
54.9
80/67
97
12
12.0
12.0
85
90
208/3
1,100
72
54.9
80/67
97
12
12.0
12.0
85
90
208/3
1,100
Carrier: 50HCQA07 High Efficiency Heat Pump
NOTES: 1,2,3,4,5,6,7,8,9,10,11,12,13,14
Carrier: 50HCQA07 High Efficiency Heat Pump
NOTES: 1,2,3,4,5,6,7,8,9,10,11,12,13,14
Carrier: 50HCQA07 High Efficiency Heat Pump
NOTES: 1,2,3,4,5,6,7,8,9,10,11,12,13,14
Carrier: 50HCQA07 High Efficiency Heat Pump
NOTES: 1,2,3,4,5,6,7,8,9,10,11,12,13,14
Carrier: 50HCQA07 High Efficiency Heat Pump
NOTES: 1,2,3,4,5,6,7,8,9,10,11,12,13,14
PROVIDE HONEYWELL T7300 T'STAT WITH CONTACT TO CLOSE THE OA DAMPER ON UNOCCUPIED MODE.
PROVIDE MOTORIZED OA DAMPER AND INTERLOCK WITH THE T'STAT TO CLOSE ON UNOCCUPIED MODE.
PROVIDE SUPPLY AND RETURN SMOKE DETECTORS.
PROVIDE 14" FACTORY ROOF CURB. PROVIDE CURB TO MATCH ROOF SLOPE.
ALL ROOFTOP UNITS SHALL BE BY CARRIER.
PROVIDE CARRIER ECONOMIZER IV WITH DIFFERENTIAL ENTHALPY SENSORS CAPABLE 100% OA AND RAIN HOOD AND GRAVITY BACK DRAFT DAMPERS. ECONOMIZER DAMPERS SHALL CLOSE ON UNOCCUPTED MODE.
PROVIDE NEW 2" PLEATED FILTERS WHEN RTU IS PLACED ON ROOF AND REPLACE WITH NEW 2" PLEATED FILTERS AT RECEIPT OF USE & OCCUPANCY PERMIT.
PROVIDE NEW 2" SCHEDULE 40 PVC INSULATED CONDENSATE HEADER BENEATH THE ROOF AND ROUTE TO THE MOP SINK. ALL CONDENSATE LINES LOCATED BELOW THE ROOF SHALL BE INSULATED AND HAVE AN EXTERIOR VAPOR BARRIER. SUPPORT ON 4 FOOT CENTERS. PROVIDE CLEANOUTS EVERY CHANGE IN DIRECTION AND EVERY 25 FEET.
PROVIDE LOUVERED HAIL GUARDS.
PROVIDE HINGED ACCESS DOORS.
14. THE CARRIER DISTRIBUTOR SHALL CONTACT TERRIE TRULL WITH CARRIER NATIONAL ACCOUNTS FOR AGREEMENT PRICING:
PROVIDE A SEPARATELY WIRED CONVENIENCE OUTLET.
TERRIE TRULL | INSIDE ENGINEER SUPPORT | CARRIER STRATEGIC ACCOUNTS | CARRIER CORPORATION
PROVIDE A NONFUSED DISCONNECT SWITCH.
PHONE: 877‐501‐4432
PROVIDE A THRU‐THE‐BASE KIT.
FAX: 860‐998‐4301
[email protected]
SECTION 15000
MECHANICAL (HVAC AND PLUMBING) GENERAL SPECIFICATIONS
1. All work shall comply with applicable codes and laws, including referenced regulations. The requirements of the
authority having jurisdiction shall prevail unless the requirements of the architect/engineer and these design
documents are more stringent.
The governing codes for this project are:
 • International Building Code, 2003 and Appendices B, F
 • International Residential Codes, 2003, and Appendices A, B, C, E, J
 • International Mechanical Codes, 2003, and Appendix A
 • International Plumbing Codes, 2003, and Appendices E, F
 • International Fuel Gas Code, 2003, and Appendix A
 • NFPA 70 National Electric Code, 2005 (Published by National Fire Protection Assoc.)
2. Additional applicable standards are:
 Sheet Metal and Air-conditioning Contractors National Association (SMACNA)
 American Society of Heating, Refrigeration, and Air-conditioning Engineers (ASHRAE)
 National Fire Protection Association (NFPA).
3. The contractor shall obtain and pay for all permits, connection fees, licenses, documents and services related to
installation of work. The contractor shall review all plans and specifications for all trades and shall visit the site to
become familiar with site conditions prior to submitting a bid. The contractor shall coordinate bid preparation with
other trades to assure the intent of this project is maintained and interferences in work and schedule are minimized.
4. The mechanical and plumbing contractors shall coordinate electrical characteristics with the electrical drawings and
electrical contractor to assure equipment matches building power and wiring.
5. The location of ducts, piping, fixtures and equipment on the drawings are schematic and diagrammatic. The contractor
shall field verify all locations and potential interferences and coordinate work with other crafts and trades. Verify
existing building and site conditions prior to bid or fabrication. All work shall be located to avoid conflicts with other
trades. Provide adequate clearance and access for equipment service. Make no cuts or holes in the structure without
first gaining written approval of the general contractor.
6. The contractor shall provide a complete and operational system meeting the intent and requirements of the owner.
Completion of the work shall include all required labor, materials, subcontractors, coordination, and supervision
necessary to provide properly functioning systems in accordance with these specifications, drawings, and schedule.
7. All contractors work as well as equipment furnished and installed shall be warranted for at least one year including
labor and materials. The start date shall be the date of official turnover to the owner.
8. All equipment and apprentices required to complete the intent of these specifications and drawings shall be furnished
new and in the original packaging. Air-conditioning units must have been manufactured within the past twelve months
and stored under cover since manufacture. All work deemed unacceptable to the engineer of record or the architect of
record shall be replaced, repaired or reworked until acceptable to the engineer and architect.
9. All utility piping, natural gas, water, sprinkler, sanitary, grease, etc., penetrating rated walls, footings, foundation walls
and exterior walls must be sleeved and sealed. Sleeving shall be schedule 40 steel pipe, two whole pipes sizes larger
than the service pipe. The annular space between the sleeve and service pipe shall be sealed with rigid foam or
insulation meeting the fire and smoke limiting criteria of NFPA 90a.
10. Submittals shall be provided for all materials. Submittal data shall be arranged in a binder. Binders shall have a
description of equipment including sizes, capacities, operation characteristics, brand names, motor horsepowers,
accessories, materials, gauges, manufacturer's maintenance instructions and other pertinent information required to
establish the quality of the product and construction method.
11. After all testing and adjustments have been made and all systems pronounced satisfactory for permanent operation
by the architect, the contractor shall clean exposed piping, ductwork, equipment and fixtures installed under this
contract. He shall refinish any damaged finish and leave everything in proper working order and of intended
appearance for final completion of the building.
12. Upon completion of installation and approval by the architect, furnish a "red line" set of record drawings to the
architect clearly marked in red with the changes authorized during construction. Also, provide three complete sets of
operating manuals including all equipment provided or installed by the mechanical and plumbing contractors to the
architect.
13. Refer to additional specifications on these drawings specific to HVAC, plumbing and fire protection.
HVAC SPECIFICATIONS
PLUMBING SPECIFICATIONS
1. Verify adequate duct clearances exist for placement and routing of duct prior to duct fabrication. Verify finish ceiling
height and bottom of steel elevations and if adequate clearance does not exist, notify Scepter Engineering prior to bid
or fabrication.
2. Furnish and install all sheet metal and ductwork as shown on the drawings as well as all grills, diffusers and registers.
All sheet metal and ductwork shall be manufactured, fabricated and installed in accordance with SMACNA HVAC
construction standards for both metal and flexible duct. All ductwork shall be galvanized sheet metal gauged in
accordance with SMACNA standards. All duct elbows and bends shall have turning vanes in accordance with
SMACNA.
3. Hangers and supports: Plastic condensate piping shall be supported on 4 foot centers and copper piping shall be
supported on 6 foot centers. All duct shall be supported in accordance with SMACNA standards and guidelines. Duct
hangers for horizontal ductwork shall not be over 8 feet on center. Hangers shall be 24 gauge, 1" galvanized
continuous beneath the duct bottom. Hangers shall be installed prior to insulating the duct.
4. Insulation: All internally insulated ductwork shall be insulated with Knauf 'Greenguard' certified insulation or approved
equal, except as noted elsewhere on drawings. Insulation material submittals shall be provided and approved prior to
purchase or fabrication of ductwork. All diffusers and return air grills shall be insulated on their upper surfaces and
shall include a vapor barrier. (side above the ceiling tile). All externally insulated ductwork shall be insulated with 2"
thick minimum duct wrap and maintain an installed 'R' value of no less than 8. Duct sizes shown are clear inside
dimensions. All insulation shall comply with NFPA 90a and 90b.. All insulation materials shall be fire resistant, they
shall have a flame spread rating no higher than 25 without evidence of continued progressive combustion and a
smoke developed rating no higher than 50.
5. Fire and smoke dampers: Fire and smoke dampers shall be installed in accordance with manufacturer’s installation
instructions. Fire dampers shall be installed in all ducts penetrating walls or partitions having a fire resistance rating
equal to or greater than the wall rating as specified on the architectural drawings. Fire and smoke dampers shall bear
the UL 555 testing agency label.
6. Flexible duct shall have a minimum installed 'R' value of 8.0. Both duct wrap and flex duct shall incorporate a factory
installed reinforced foil vapor barrier. Flex duct lengths are limited to 6 feet. Duct and piping insulation shall be
Owens-Corning fiberglass or approved equal. All insulation materials and methods shall be according to
manufacturer's recommendations. Flexible duct shall be Thermaflex be UL 181 listed, and comply with NFPA 90a.
7. Smoke detectors: Listed smoke detectors shall be installed in an accessible location in the supply air duct and the
return air duct prior to any exhausting from the building or mixing with fresh air makeup. The air handling unit shall
shut down upon activation of the smoke detector and shall not restart until the fire / smoke safety control has been
manually reset.
8. Air handling unit fresh air intakes shall not be located closer than ten feet from any chimney or vent outlet, or sanitary
sewer outlet, or within ten feet of any other potentially unpleasant or objectionable odors or vapors or environmentally
detrimental substances.
9. Flexible connectors: All equipment, machinery, and appliances containing any rotating, vibrating or moving parts shall
be isolated from connecting piping, duct, structural supports, conduit, etc., by flexible connectors located as near as
practicable to the equipment. Piping and ducts outboard of connectors shall be anchored securely to adjacent
structures. Flexible connectors shall be UL 181 listed, and comply with NFPA 90a.
10. Energy Code Requirements: All aspects of the HVAC systems, including equipment, dampers, controls, duct, duct
sealing, duct leakage, submittals, reports, equipment manuals, etc., shall be provided, installed, tested and reported in
accordance with the International Energy Conservation Code Requirements. The specific Energy Conservation Code
is noted in these Mechanical General Specifications.
11. Condensate piping: If not otherwise shown on the design documents, condensate from all cooling coils shall be routed
to a sanitary sewer drain through an indirect waste, storm sewer drain or an approved french drain. The secondary
(emergency) condensate line shall be routed to a conspicuous location where damage will not occur should it be
used. Provide a trap at each cooling coil and support drain piping on 4 foot centers and slope 1/4 inch in 1 foot.
Provide 'Y' type cleanouts at each branch, change in direction, and at every 30 feet.
12. All sheet metal joints and seams, both circumferential and longitudinal, from the package unit supply to the package
unit return shall be sealed with water proof mastic rated for use from 0 to 160 degrees Fahrenheit.
13. Each duct branch and take-off shall be equipped with a seal-tite saddle with scoop and damper. The air distribution
system shall be balanced from the seal-tight dampers.
14. Balancing: The mechanical contractor shall contract with an independent Nationally Certified Test and Balance
Contractor to perform HVAC system testing and balancing. Balance the system to volumetric flow rates shown on the
drawings, provide HVAC equipment technical performance data, and provide 5 copies of the report to Scepter
Engineering prior to request for final payment.
1. Excavation and backfilling: Trenches for underground piping shall be excavated to the required depths. Bottom of
trenches shall be undisturbed earth or compacted soil, graded to obtain required slope. Rocks trash and debris shall
be removed prior to laying and covering pipe. No trenches shall be cut near or under any footings without first
consulting the architect. Backfilling in those areas shall be conducted in accordance with his instructions. Backfill shall
be free from wood, concrete, blocks, brick, pipe and any other debris. Piping shall be laid on a 6 inch bed of sand,
backfilled with 6 inches of sand, and then backfilled to grade with number 3/4 inch crushed stone. Waste piping 3
inches and smaller shall be sloped 1/4 inch per foot run. Waste piping 4 inches and larger shall be sloped 1/8 inch per
foot run. Contractor shall verify invert elevations of sewers to which new waste lines are to be connected before
fabrication and installation of new water and waste lines.
2. All utility piping, natural gas, water, sprinkler, sanitary, grease, etc., penetrating rated walls, footings, foundation walls
and exterior walls must be sleeved and sealed. Sleeving shall be schedule 40 steel pipe, two whole pipes sizes larger
than the service pipe. The annular space between the sleeve and service pipe shall be sealed with rigid foam or
insulation meeting the fire and smoke limiting criteria of NFPA 90a.
3. Domestic water pipe and fittings: Domestic hot and cold water piping inside the building shall be hard drawn copper
type "L" with wrought copper fittings and solder joints. Water piping below grade shall be type "L" soft annealed
tempered copper tubing. Soldered connections shall be made with no lead solder. Underground piping crossing other
utilities, large stones, rocks or foundations shall be protected from deformation by schedule 40 steel sleeving two
whole pipe sizes larger than the service pipe.
4. PVC Sanitary waste drain, vent pipe and fittings: waste lines and fittings shall schedule 40 PVC piping, unless
indicated otherwise. Cleanouts shall be provided in all bends and in all main turns and every 80 feet, unless codes,
laws or conditions require otherwise. All fittings shall be long sweep or sanitary "Y" fittings. Plugs shall be heavy cast
bronze located and installed so they are readily accessible. PVC materials shall not be used in return air plenums. All
floor drains and clean-outs shall be cast iron as specified unless otherwise noted.
5. The contractor shall provide all necessary access panels for installation by the general contractor required for access
and cosmetic purposes. Access panels for water shut off valves to each restroom shall be provided in walls, except
where valves may be located above the ceiling and easily accessible from below.
6. The contractor my reroute code equivalent plumbing so as to reduce installed cost and/or avoid interferences,
provided approval is first obtained from the Scepter Engineering (615) 373-8882.
7. Pipe flashing: Pipes passing through the roof shall be neatly flashed with flashing fitted snugly around the pipe,
extended 8 inch minimum and clamped to the pipe with a no-hub clamp. Flashing base shall be at least 18 inches
square. Vents shall be located a minimum of 10 feet from any opening window or outside air inlet. Obtain a licensed
roofing contractor to repair roof at all new and modified roof penetrations.
8. Pipe insulation: Piping insulation shall be Owens-Corning fiberglass or approved equal. Insulation methods shall be in
accordance with the manufacturer's recommendations. All cold water piping, including that under lavatories shall be
insulated with 1/2-inch thick heavy density sectional pipe insulation with a vapor barrier jacket. All hot water piping
shall be insulated with 1-inch insulation having a conductivity not exceeding 0.27 BTU per in/h SF F.
9. Pipe hangers and supports: Suspended piping shall be securely supported from floor or ceiling at not more than 10
foot centers for 1-1/4 inch and larger, and 6 foot centers for 1 inch and smaller. Additional supports shall be installed
as required for all special or unusual conditions. Provide weight-distributing pads at all hangers in contact with
insulation. Provide seismic bracing as required.
10. Dielectric unions: Dielectric unions or couplings shall be installed whenever copper pipe is connected to steel pipe.
11. Floor drains: Exposed surfaces of floor drains and cleanouts shall be bronze with a polished chrome finish, unless
specified otherwise on the Plumbing Fixtures Specifications. Floor waterproofing materials (where required) shall be
securely anchored in the clamping ring of the floor drain. The top of all drains shall be set flush with finish floor
elevation. All floor drains shall be equipped with, and have operational trap primers.
12. The entire potable water system shall be disinfected by a method approved by the plumbing official.
13. Plumbing fixtures: Plumbing fixtures shall be installed in strict accordance with manufacture's roughing-in
measurements and other instructions. Porcelain, stainless steel or enameled iron surfaces, upon installation, shall be
immediately protected with a paste-on blanket specifically designed for protection service. Scratched fixtures will be
rejected at final inspection. A stop valve shall be installed in each hot and cold water supply line to each fixture. Stops
and piping where exposed shall be chrome-plated brass with a tight fitting chrome plated brass escutcheon cover
plate over each pipe penetrating a finished wall surface. Anchor wall mounted fixtures to reinforced (blocked) wood
stud walls, or use in-wall supports where required by fixture specs.
DOLLAR TREE Wiggins, Mississippi MECHANICAL AND PLUMBING DEMOLITION NOTES 1.
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Remove all heating ventilation and air‐conditioning equipment. Close the refrigerator line valves on all condensing units and seal against refrigerant loss and moisture contamination. Seal the evaporator refrigerant lines to prevent refrigerant loss and moisture contamination. Remove the air handlers and evaporator coils minimizing damage to the equipment, and turn the equipment over to the landlord. Similarly, remove the condensing units and turn them over to the landlord. Remove and discard all existing refrigerant piping. Remove and discard all sheet‐metal associated with the existing heating ventilation and air‐conditioning equipment. Remove and discard all existing exhaust fans and sheet‐metal associated with the heating ventilation and air‐
conditioning equipment. Remove all outdoor air and exhaust fan terminal caps. Patch and seal the roof and wall penetrations, including new insulation, to match the existing. Remove all existing heating ventilation and air‐conditioning equipment supports and hangers back to the existing buildings steel. Coordinate with the local water utility and request that they remove two of three water meters serving the existing complex. Maintain the one water meter that will serve the Dollar Tree build‐out. Provide a new three‐quarter inch ball valve approximately 18 inches above the finish floor on the domestic water line serving the new Dollar Tree build‐out. Remove and discard all domestic water piping and insulation in the existing building. Remove and discard all plumbing fixtures in the existing building. Cut all existing sanitary waste lines flush with the floor. Seal the lines with test plugs approximately 8 inches below the finished floor, and fill the balance of the sanitary sewer lines above the test plug with concrete. Finish the floor level and smooth. Remove all vent piping, including that stacks through the roof, patch and seal the roof penetrations, including new insulation, to match the existing. PLUMBING FIXTURE SPECIFICATIONS SUBMITTALS FOR ALL PLUMBING FIXTURES SHALL BE PROVIDED TO THE TENANT AND APPROVED BY THE TENANT PRIOR TO PURCHASE OR INSTALLATION. W1 TLV L1 MS EWH EDF RPBP PRV TP FD1 WF1 WATER CLOSET, BARRIER FREE, PRESSURE‐ASSIST TANK: American Standard Cadet Pressure‐Assisted Right Height Elongated Toilet, 1.6 gallon per flush, ADA compliant. Toilet seat to be open front by Church to match toilet. TEMPERATURE LIMITING VALVE: Wilkins Aqua‐Gard Thermostatic Mixing Valve MN: ZW3870T, 3/8 inch size. Set discharge temperature not to exceed 110 degrees Fahrenheit. Each and all lavatories shall be equipped with TLV. BARRIER FREE LAVATORY (WALL HUNG): American Standard Declyn MN: 0321.075 vitreous china, wall hung white, including concealed wall carrier. Reliant chrome center set single lever handicap faucet MN: 7385.050. McGuire grid drain, offset tailpiece, McGuire MN: C8912 1‐1/2” cast body P‐trap with cleanout, McGuire MN: 2165CC brass stem chrome plated angle stops and 3/8” risers. Locate drain and water supplies to allow knee space, insulate all exposed waste and water piping with Handi‐Lav guard kit, or equal. Provide one TLV at each fixture MOP SINK: Mustee MN: Durastone 65M, 24"x36" mop basin one piece molded composite mop sink, 24 inch x 36 inch x 10 inch deep with center 3 inch drain and chrome strainer. Include two wall panels and two bumper guards, all by Mustee. Faucet to be Mustee MN. 63.600A. ELECTRIC WATER HEATER: AO Smith ProMax 10‐gallon lowboy electric water heater MN: EJC‐10, 208 volt, 1 phase (verify voltage and phase prior to ordering), 3.5 KW upper element, complete with a pressure and temperature relief valve (T&P valve). Provide a 22 gage 3 inch deep galvanized welded steel safety pan drained to the associated funnel neck floor drain or mop sink. ELECTRIC DRINKING FOUNTAIN, Hi‐Lo, BARRIER FREE: Elkay MN. EMABFTL8C (Low is Left‐Hand Side), MN. EMABFTLR8C (Low is Right‐Hand Side) surface mounted barrier‐free split‐level water cooler. 8.0‐gallon per hour drinking water at 80‐degree inlet water temperature, 50‐degree outlet water temperature, at 80‐
degree ambient air temperature. Install at ADA heights and accessibility in accordance with architectural drawings. REDUCED PRESSURE BACK FLOW PREVENTER: Watts 3/4 inch series 909 reduced pressure backflow preventer with quarter turn soft seat shut off valves and bronze clean and check strainer piped to integral Watts series 909AG air gap. PRESSURE REDUCING VALVE: Watts 3/4‐inch series U5B installed downstream of isolation valve. Adjust to 60 psig. [Install only the building static pressure is 80 PSIG or above.] TRAP PRIMER: Jay R. Smith figure 2699 with 3/4 inch NPT female connections. FLOOR DRAIN 1: Zurn MN: Z‐415 (3” or 4” in accordance with line size) cast iron body with type ‘B’, 6 inch polished brass round strainer with square openings and no‐hub connection. Acid resisting epoxy coated finish with trap primer connection All floor drains to be primed from a local trap primer. Feed each floor drain with a 1/2 inch copper line. WALL FAUCET: Woodford MN: 67, Freezeles, Double Check Backflow Preventer Wall Faucet. PLUMBING KEYED NOTES (Designated Note P1, P2, etc.): 1. Locate and connect to the existing 3/4" domestic water line. Provide a new 3/4" ball valve at
approximately 18" above finish floor, and then route to a new 3/4" reduced pressure backflow
preventer. 2. Provide two new 6" schedule 40 carbon steel concrete filled pipe bollards to protect the reduced
pressure backflow preventer. 3. Locate the electric water heater above the mop sink. See details 4 & 5 this sheet. 4. Locate the existing underground 4" sanitary sewer line, or provide a new 4" sanitary sewer line, and
connect to the existing sanitary sewer at the front of the building. Verify the existing sanitary sewer
direction of flow prior to making new connections. PLUMBING GENERAL NOTES 1. See Demolition Notes Sheet MP1. 2. Verify the location of all utilities prior to bid submission. 3. All roof mounted equipment, including sanitary vents, condensate lines, etc., shall have the outermost
extremity set back a minimum of eleven feet from the roof edge. 4. See associated Mechanical and Plumping drawings for additional requirements. 5. All hot and cold water lines shall be type ‘L’ copper insulated in accordance with the specifications. All piping insulation shall be in accordance with the plumbing specifications. 6. All hand sinks and lavatories shall be equipped with a Temperature Limiting Valve (TLV) (3‐way mixing valve) with a reference thermometer that limits the maximum delivered water temperature to no more
than 110°F. See specifications and details for equipment installation requirements.