Architect:
ROUSE PROPERTIES INC.
ARCHITECT
Stoa Studios
52 Riley Rd Ste 374
Celebration, FL 34747
(407) 749-0789
MALL OPERATIONS MANAGER
Tenant Contractor shall
perform
first-class
workmanship.
TENANT/SIGN
INSTALLER
MUST
Acceptance
is contingent
upon
REPAIR
ALL DAMAGE
TO LL PROPERTY
Landlord
RESULTING
FROM Approval.
THIS INSTALLATION
Lakeland Square Mall • Suite #712 • 3800 US Hwy 98 N, Lakeland, FL 33809
TENANT’S GC MUST HAVE A SET
OF PLANS BEARING LL’S APPROVAL
AND COMMENTS AT THE JOB SITE
AT ALL TIMES
GENERAL CONTRACTOR / SUBCONTRACTORS
1.
GC shall coordinate its work with that of the utility companies and all trades. GC shall provide
access as required.
2.
GC shall locate all existing utility service lines and protect them throughout construction.
3.
GC shall layout work and be responsible for all lines, elevations, measurement of the building,
utilities, and other work executed under the contract.
4.
Time is of the essence and subcontractors shall keep sufficient personnel on the job at all times to
perform all work in the most expeditious manner consistent with good workmanship and business
practice.
5.
Subcontractor shall examine existing utility conditions, stub-ins, and/or access to utilities and verify
with information on these drawings. Any discrepancies shall be brought to the attention of GC.
6.
Upon completion of the work, GC shall have all surfaces professionally cleaned and made ready
to use. GC shall remove all construction rubbish, scaffolding, equipment, temporary protection,
temporary field structures, and anything else that was required in connection with the
construction but not a permanent part thereof.
7.
GC shall be responsible for removal of debris for all trades, and for keeping the job site clean.
8.
GC shall leave the construction dumpster on site after substantial completion to allow retail
operations to dispose of merchandising trash during initial stocking of the store.
9.
All work shall be performed as to cause a minimum of interference with any other tenants and the
operation of the Landlord's entire premises. GC shall take all precautionary steps to protect the
facilities on the premises and the facilities of others affected by performance of the work.
10. Construction equipment and materials are to be located in confined areas; truck traffic to be
routed in and from the site as directed by Landlord. Cost of work shall include overtime
necessitated by these requirements.
11. GC shall arrange, pay for, and maintain any needed temporary facilities at the premises
including: electrical service, trash removal, protection, enclosure barricade, use of elevators, air
conditioning, and heating at the premises for the duration of the work.
12. GC shall keep a complete set of the drawings, including approved shop drawings, at the job site
for the duration of the work. Copies or originals of all permits and approvals shall also be kept at at
the job site for the duration of the work.
13. GC shall possess a complete set of the most current construction documents, and provide copies
to all subcontractors.
14. GC shall review with the Landlord's representative the manner in which all connections to the
structure will be made. Any penetrations in the building envelope or structure shall be reviewed
with the Landlord and approved in writing.
15. During performance of work, subcontractors are responsible for provision and maintenance of
warning signs, light signal devices, guard lights, barricades, guard rails, fences, and other devices
as appropriately located on and around the job site which will give proper and understandable
warning to all persons with regard to hazardous conditions, equipment, and operations being
performed in conjunction with the subcontractor's work. All warning devices shall comply with
O.S.H.A. and other applicable governmental regulations as required for the construction
procedures and conditions encountered.
16. GC shall carry all necessary insurance as required by law and hold harmless the Owner and/or
Architect from any loss, liability, claim or demand for damages arising out of or relating to the
performance of the work as described by these drawings.
17. GC shall guarantee all work specified and/or described by these drawings free from any defects
or malfunctions for one year from the substantial completion date or from the time of occupancy,
whichever comes first. GC is responsible for all work executed by subcontractors.
18. GC shall coordinate fire protection work with Landlord's preferred subcontractor.
CONSTRUCTION
1.
All cutting, drilling, or removals required shall upon completion be repaired, patched, and finished
on all surfaces to new condition by subcontractors.
2.
All floor cuts/penetrations shall be termite treated by a licensed exterminator.
3.
All reused material & equipment must be refurbished to 'like-new' condition.
4.
The Tenant shall not permit the installation or use of any hazardous substances in any component
of the premises during its tenancy.
5.
There shall be no substitution of materials where a manufacturer is specified. Where the term 'or
approved equal' is used, the Architect alone shall determine suitability.
6.
All work shall be erected and installed plumb, level, square, true, and in proper alignment.
7.
Applicable standards of the construction industry have the same force and effect on
performance of work as if incorporated directly into these construction document. Compliance
shall be with the standards in effect as of the date of these construction documents U.O.N.
8.
These General Conditions shall apply to all work and all drawings in this set, and shall extend to
any changes, extras, or additions agreed to during the course of the work.
AAEQ
AB
ACT
A/C
AFF
ALUM
BLDG
BLK
B/
CEM
COL
CONC
CONT
DF
DIM
DET
DWG
EA
ELEC
EL
EQ
EVTR
EWC
EXH
EXP
FC
FD
FIN
FOC
FOM
GA
GC
GYP
HB
HCM
HDWR
HM
HORIZ
HTG
HT
ID
INSUL
INT
JST
LAV
LAM
LH
LWT
LL
MECH
MFG
MH
MISC
MO
NC
NIC
NTS
OA
OC
OD
Architect Approved Eq
Anchor Bolt
Acoustical Ceiling Tile
Air Conditioning
Above Finish Floor
Aluminum
Building
Block(ing)
Bottom of
Cement
Column
Concrete
Continuous
Drinking Fountain
Dimension
Detail
Drawing
Each
Electric(al)
Elevation
Equal
Elevator
Electric Water Cooler
Exhaust
Exposed
Fixture Contractor
Floor Drain
Finish
Face of Concrete
Face of Masonry
Gauge
General Contractor
Gypsum
Hose Bibb
Hollow Core Metal
Hardware
Hollow Core Metal
Horizontal
Heating
Height
Inside Diameter
Insulation
Interior
Joist
Lavatory
Laminated
Left Hand
Light Weight
Landlord
Mechanical
Manufacturer
Man Hole
Miscellaneous
Masonry Opening
Non-combustible
Not in Contract
Not to Scale
Overall
On Center
Outside Diameter
OPNG
PVC
PL
RA
RCP
REINF
RH
RO
ROW
SC
SCHED
SHT
SIM
SPEC
SQ
STL
STRUCT
TEL
THK
THRES
T/
TYP
VERT
WSCT
WC
WWF
W/
Opening
Polyvinyl Choride
Property Line
Return Air
Reinf. Conc. Pipe
Reinforced
Right Hand
Rough Opening
Right-of-Way
Solid Core
Schedule
Sheet
Similar
Specifications
Square
Steel
Structural
Telephone
Thickness
Threshold
Top of
Typical
Vertical
Wainscot
Water Closet
Welded Wire Fabric
With
GENERAL
IDX
X-#
Finish Reference
Building Inspection Division
228 South Massachusetts Avenue
Lakeland, FL 33801
CODE & LIFE SAFETY
BUILDING:
A002
LISTED UL DETAILS
A003
SPECS • ARCHITECTURAL • 1
A004
SPECS • ARCHITECTURAL • 2
A101
PLAN • DEMOLITION • FLOOR & CEILING
A102
PLAN • PROPOSED • FLOOR & CEILING
A103
PLAN • PROPOSED • FIXTURE & FINISH
A501
DETAILS • GENERAL
A701
ELEVATIONS
MP-1
PLAN • HVAC & PLUMBING
MP-2
PLUMBING RISER DIAGRAM & DETAILS
E-1
PLAN • ELECTRIAL
E-2
ELECTRICAL & LIGHTING DETAILS
PROJECT LOCATION MAP • NEIGHBORHOOD
ELECTRICAL:
MECHANICAL:
PLUMBING:
ENERGY:
ACCESSIBILITY:
FIRE:
PROJECT DESCRIPTION
GENERAL
These drawings propose interior, non-structural renovations to an existing tenant suite within a covered
shopping mall. The scope of work is primarily cosmetic, as identified in the Finish Schedule and Fixture
Plan. In addition, the following more substantial improvements are proposed:
ARCHITECTURAL
The delination between Sales Area and Restroom/Closet is being modified as follows:
1.
The current dividing wall is proposed for removal, and a new dividing wall is proposed.
2.
A new hard soffit is proposed at the ceiling in the extended portion of the Sales Area
3.
The Restroom is being expanded to comply with current accessibility codes; the Restroom door
has been relocated
4.
The Closet access door has been relocated
5.
An existing non-structural pier is being removed from the Sales Area
2014 FBC Building
2014 FBC Existing Buildings
2011 NEC
2014 FBC Mechanical
2014 FBC Plumbing
2014 FBC Energy
2014 FBC Accessibility
2014 FFPC (5th Edition)
Drawing Reference
#
Furn/Equip Reference
Sheet Number
#
Wall Type Reference
#
Window Reference
#
X-###
SECTION/ELEVATION
#
KEYNOTE SYMBOLS
Revision Area
S TO
Architect
52 Riley Rd Ste 374
Celebration, FL 34747
(407) 749-0789
[email protected]
stoastudios.com
TX Lic. #22626
Engineer Contact Information & Seal:
EPG ENGINEERING
Engineer
1325 S. Bumby Ave
Orlando, FL 32806
(407) 896-7411
[email protected]
www.epg-eng.com
FL Lic. #PE43599
FL Lic. #PE72998
Project:
ELECTRICAL
The power and communications receptacles for the cashier are being relocated, and the lighting plan
has been modified to accommodate the ceiling design changes noted above.
BUILDING DATA
OCCUPANCY:
CONSTRUCTION:
GROSS AREA
SALES AREA
STOCKROOM
RESTROOM
Group M: Mercantile
Type IIB | Non-combustible | Fully sprinklered
803 sf
696 sf
053 sf
054 sf
OCCUPANT LOAD
SALES AREA
STOCK
RESTROOM
26 persons
24 persons (030sf/occupant)
01 persons (300sf/occupant)
01 persons (100sf/occupant)
ALTERATION LEVEL:
ADJACENT OCCUP:
FIRE SEPARATION:
Level 2
Group M: Mercantile
No separation required
DRINKING FOUNTAIN:
RESTROOMS:
290lf to public drinking fountains
Tenant's restroom is for staff only
290lf to nearest public restrooms
RESTROOM/FOUNTAIN LOCATION
PROJECT LOCATION MAP • SITE PLAN
290FT TO EXISTING PUBLIC RESTROOMS
& DRINKING FOUNTAIN
SPACE #1532
MALL LOCATION
STOA STUDIOS
PLUMBING
The Restroom sink is being relocated to provide additional clearance.
Sheet Number
CROSS REFERENCE
Architect Contact Information & Seal:
MECHANICAL
No new HVAC loads or systems are proposed. HVAC scope is limited to re-installation of existing
diffusers into the modified ceiling.
(863) 834-6012
A001
Drawing Reference
Door Reference
JURISDICTION
City of Lakeland
APPLICABLE CODES
General Reference
##
STATEMENT OF CODE COMPLIANCE
It is the intent of Architect to comply fully with all governing building codes
and zoning ordinances to the best of Architect's interpretation and ability,
and it is Architect's understanding that the drawings and specifications for
this design are in compliance with said regulations. In the event that
portion(s) of these drawings and/or specifications are found to be
non-compliant with any portions of said regulations, notify Architect prior to
commencement of associated work.
ARCHITECTURAL
ELECTRICAL
#
#
PROJECT INDEX
HVAC / PLUMBING
SYMBOL LEGEND
X-###
REGULATION SUMMARY
TENANT’S GENERAL
CONTRACTOR
TO CHECK IN WITH
MALL OPERATIONS MANAGER
PRIOR TO WORK START.
Studios
Tenant Improvement
GENERAL NOTES
1.
Architect does not have control over and will not be responsible for construction means, methods,
techniques, sequences, procedures, or for safety precautions and programs in connection with
the work. Architect will not be responsible for failure by contractor or others to carry out the work in
accordance with the contract documents. Architect will not be responsible for or have control
over the acts or omissions of the General Contractor or others.
2.
All codes having jurisdiction shall be observed strictly in the construction of the project, including
all applicable state, city, and county building, zoning, electrical, mechanical, plumbing, and fire
codes. GC shall verify all code requirements prior to construction. In the event of a conflict
between the contract documents and the applicable code requirements, code requirements
shall prevail.
3.
In the event that errors and/or omissions are discovered in the contract documents, they shall be
brought to the attention of the architect for clarification and/or correction. GC will be held
responsible for the results of any errors, discrepancies, or omissions which the GC failed to notify
the Architect of before construction and/or fabrication of the work.
4.
Architect has designed in accordance with American Disabilities Act; upon occupancy Tenant
compliance with said Act shall include (but to be limited to) design, construction, and/or
alterations to the premises.
DRAWING INDEX
ABBREVIATIONS
10 FEB 2017
GENERAL CONDITIONS
Rouse Properties can not guarantee
that internal changes have not
occurred since these plans have
been prepared. Tenant must field
verify the premises to ensure
the accuracy of these drawings
ST OA
Lakeland Square Mall • Suite #712 • Lakeland, Florida
ENGINEER
EPG Engineering
1325 S. Bumby Ave
Orlando, FL 32806
(407) 896-7411
02/14/17. ALEX CHU
After Rouse Properties approval,
any changes or modifications
in the construction documents or
Tenant improvements must be
Approved by Rouse Properties
in writing.
All materials used in
the construction of this
space must be
COORDINATE INSTALLATION W/
asbestos free.
PERMIT SET
© 2017 by Stoa Studios, all rights reserved. All drawings, illustrations, ideas, and other information contained on this sheet are the property of Stoa Studios and may not be reproduced either wholly or in part in any manner without the express written consent of Stoa Studios.
ROUSE
PROPERTIES
LANDLORD
Rouse Properties
Alex Chu, Tenant Coordinator
6225 N. State Hwy 161
Irving, TX 75038
(214) 556-5112 x215112
BY:
E
H IT CT
DATE:
OWNER
PS Imports FL, Inc.
P.O. Box 8115
Santurce, PR 00910
(787) 420-8200
APPROVED AS NOTED
DISAPPROVED RESUBMIT
E
UR
APPROVED
S ARC
Tenant Improvement
PROJECT DIRECTORY
T
A S UD
IO
These working drawings have been reviewed for design
intent ONLY. It is the Tenant’s obligation to comply with all
established Tenant Design Criteria as set forth in the lease
agreement, lease plan, tenant criteria manual, bulletins or as
otherwise notified. It is also the Tenant’s obligation to comply
with all applicable laws, ordinances, building codes and regulations.
Issue:
1 PERMIT SET
2
3
4
5
6
7
8
9
10
11
12
13
14
15
08 FEB 2017
Drawing:
PROJECT INDEX
SCALE: Varies
REVISION
Enlargement
Drawing
ENLARGEMENT
#'-#" Reference
Working Point
ELEVATION TAG
Sheet:
IDX
T
A S UD
S ARC
E
UR
IO
S TO
Architect:
E
H IT CT
ST OA
© 2017 by Stoa Studios, all rights reserved. All drawings, illustrations, ideas, and other information contained on this sheet are the property of Stoa Studios and may not be reproduced either wholly or in part in any manner without the express written consent of Stoa Studios.
Studios
Architect Contact Information & Seal:
STOA STUDIOS
Architect
52 Riley Rd Ste 374
Celebration, FL 34747
(407) 749-0789
[email protected]
stoastudios.com
TX Lic. #22626
Engineer Contact Information & Seal:
EPG ENGINEERING
Engineer
1325 S. Bumby Ave
Orlando, FL 32806
(407) 896-7411
[email protected]
www.epg-eng.com
FL Lic. #PE43599
FL Lic. #PE72998
Project:
Lakeland Square Mall • Suite #712 • Lakeland, Florida
ADJACENT TENANT DEMISING WALL
EM
MAXIMUM EXIT DISTANCE: 56'
ANIHCTS
YFU
R
O
8O
-R8T
E
C
3A
R
3
NVT
2A
A-IB
K
V
L
101
X
SALES FLOOR
3
01
02
102
01
EM
CLOSET
Tenant Improvement
UNISEX
01
36"
ADJACENT TENANT DEMISING WALL
103
02
SHELF
3
ADJACENT TENANT DEMISING WALL
01
LIFE SAFETY PLAN
A001
Scale: 1/4" = 1'-0"
ft
1
2
4
8
**NOTE**
INTEGRATED FIRE SPRINKLER/FIRE ALARM/SMOKE DETECTION SYSTEM TO REMAIN
LIFE SAFETY LEGEND
1
FIRE EXT - FULLY RECESSED CABINET
2
FIRE EXT - SEMI-RECESSED CABINET
3
FIRE EXT - SURFACE MOUNTED
FB
FIRE BLANKET
PH
DOOR PANIC HARDWARE
S
SMOKE DETECTOR
HD
HEAT DETECTOR
EXIT SIGN - LIGHT & ARROW(S)
X
EXIT SIGN - LIGHT
F
FIRE ALARM MANUAL PULL STATION
F
STROBE & HORN
EMERGENCY LIGHTING
EXIT DOOR
D
EM. LIGHTING W/ BATTERY BACKUP*
A
EM. LIGHTING W/ BATTERY BACKUP*
FAA
KB
FIRE ALARM ANNUNCIATOR
KNOX BOX
* SEE SHEET E101 FOR LIGHTING SPECIFICATIONS
WALL TYPE LEGEND
LIFE SAFETY KEYNOTES
BUILDING CODE SUMMARY
LINETYPE LEGEND
CODE REQUIREMENTS
ACTUAL
CONSTRUCTION TYPE
All types allowable
IIB
COMBUSTIBILITY
Combustible or non-combustible allowable
Non-combustible
Required
Building fully Sprinklered
OCCUPANCY
-
Group M: Mercantile
EXISTING DEMISING WALL
PROJECT AREA
-
1HR Fire Rating
2x6 Metal Stud Frame
(1) Layer 5/8" Type-X Gyp. Board @ Each Side
Extends to Roof Deck Above
PROJECT OCCUPANT LOAD
EXISTING WALL TO BE DEMOLISHED
PATH OF EGRESS
A
B
EXISTING 3 5/8" PARTITION
22ga Metal Stud Frame
(1) Layer 5/8" Type-X Gyp. Board @ Each Side
C
NEW 3 5/8" PARTITION
22ga Metal Stud Frame
(1) Layer 5/8" Type-X Gyp. Board @ Each Side
12'-0" Height
SPRINKLERS
DETAIL CROSS REFERENCE
LEASE LINE / CENTERLINE
803sf
26 persons
SALES FLOOR
1 person / 30sf
24 (696sf gross @ 1 person / 30sf)
CLOSET
1 person / 300sf
1 (53sf net @ 1 person / 300sf)
RESTROOM
1 person / 100sf
1 (54sf gross @ 1 person / 100sf)
PROJECT STORIES
-
1
PROJECT HEIGHT
-
15'
SALES FLOOR
250'
56'
STOCKROOM
250'
39'
NUMBER OF EXITS
1
1
EXIT ENCLOSURES/PASSAGEWAYS
B
B
CORRIDORS
C
C
ROOMS/ENCLOSED SPACES
C
C
01
EMERGENCY LIGHTING
Existing emergency lighting to remain as-is
02
FIRE EXTINGUISHER
Existing surface-mounted fire extinguisher to remain as-is
Issue:
1 PERMIT SET
2
3
4
5
6
7
8
9
10
11
12
13
14
15
08 FEB 2017
EXIT DISTANCE
INTERIOR FINISH CLASS
Drawing:
CODE & LIFE SAFETY
SCALE: 1/4" = 1'-0"
Sheet:
A001
F Ratings - 1 and 2 Hr (See Item 1)
T Ratings - 1 Hr
F Ratings - 1 and 2 Hr (See Item 3)
T Ratings - 1 and 2 Hr (See Item 3)
L Rating at Ambient - 7 CFM/sq ft (See Item 3B)
L Rating at 400F - less than 1 CFM/sq ft (See Item 3B)
Certification (such as Canada), respectively.
2
4
3
5
A
5
3
2
of
Batts and Blankets* — (Optional) — Mineral wool or glass fiber batts partially or completely filling stud cavity.
A.
Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) — (100% Borate Formulation) — Spray applied cellulose material. The fiber is applied
with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product with a nominal dry density
2.7 lb/ft3. Alternate Application Method: The fiber is applied without water or adhesive at a nominal dry density of 3.5 lb/ft3, in accordance with the
application instructions supplied with the product. U S GREENFIBER L L C — INS735 & INS745 for use with wet or dry application. INS765LD and
INS770LD are to be used for dry application only.
B.
Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray applied cellulose insulation material. The fiber is applied with water
to interior surfaces in accordance
with the application instructions supplied with the product. Applied to completely fill the enclosed cavity.
Minimum dry density of 4.3 pounds per cubic ft.
C.
Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) - Spray applied cellulose fiber. The fiber is applied with water to completely fill the
enclosed cavity in accordance with the application instructions supplied with the product. The minimum dry density shall be 4.30 lbs/ft3.
D.
Batts and Blankets* — For use with Item 8. Nom 3 in. thick, minimum 3.4 pcf mineral wool batts, friction fit between the studs and floor and ceiling
runners.
Gypsum Board* — 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in.
long, Type S steel screws spaced 8 in. OC. along
edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. When attached to item 6
(resilient channels) or 6A, 6B or 6C (furring channels), gypsum board is screw attached to furring channels with 1 in. long, Type S steel screws spaced 12
in. OC.
A.
Gypsum Board* — (As alternate to Item 4) - Nom 5/8 in. thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally.
Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Horizontal edge joints and horizontal butt joints on
opposite sides of studs need not be staggered or backed by steel framing. Panels attached to steel studs and floor runner with 1 in. long Type S steel
screws spaced 8 in. OC when applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are
applied
vertically. When used in widths other than 48 in., gypsum panels to be installed horizontally.
B.
Gypsum Board* — (As an alternate to Items 4 or 4A) — Nom 3/4 in. thick, 4 ft wide, installed as described in Item 4A with screw length increased to
1-1/4 in.
C.
Gypsum Board* — As an alternate to Items 4, 4A, and 4B - Nom. 5/8 in. thick gypsum panels, with square edges, applied horizontally. Gypsum panels
fastened to framing with 1 in. long bugle head steel screws spaced a max 8 in. OC, with last 2 screws 3/4 in. and 4 in. from each edge of board.
Horizontal
joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs on interior walls need not
be
staggered or backed by steel framing.
D.
Gypsum Board* — As an alternate to Items 4, 4A, 4B, and 4C - Nom. 5/8 in. thick gypsum panels applied vertically or horizontally. Horizontal edge joints
and horizontal butt joints on opposite sides of studs need not be staggered or backed by steel framing. Gypsum panels fastened to framing with 1 in.
long Type S steel screws 8 in. OC along vertical edges and 12 in. OC in the field when panels are applied vertically, or 1-1/2 in. from board
edges, 3 in.
from board edge and every 8 in. OC in the field when applied horizontally. Screws spaced a max 12 in. along the top and
bottom
edges of the wall.
E.
Gypsum Board* — (As an alternate to Items 4 through 4D) - Installed as described in Item 4. 5/8 in. thick, 4 ft. wide, paper surfaced, applied vertically
only and fastened to the studs and plates with 1 in. long, Type S steel screws spaced, 8 in. OC. Not to be used with item 6.
F.
Gypsum Board* — (Not Shown) - (As an alternate to Item 4 when used as the base layer on one or both sides of wall. For direct attachment only to
steel
studs Item 2C) - Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over
studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to studs with 1-1/4 in. long Type S-12 steel screws
spaced 8 in.
OC at perimeter and 12 in. OC in the field.
G.
Gypsum Board* — (As an alternate to Items 4 through 4F) — For use with Items 1D and 2D only, 5/8 in. thick, 4 ft wide, attached to steel studs and
floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints
oriented vertically and staggered on opposite sides of the assembly.
H.
Gypsum Board* — (As an alternate to Items 4 through 4G) — Nominal 5/8 in. thick, 4 ft wide panels, applied vert. and secured as described in Item 4.
I.
Gypsum Board* — (As an alternate to Items 4 through 4F) — For use with Items 1E and 2E only, 5/8 in. thick, 4 ft wide, attached to steel studs and floor
and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented
vertically and staggered on opposite sides of the assembly.
J.
Gypsum Board* — (Not Shown) - (As an alternate to Item 4 when used as the base layer on one or both sides of wall. For direct attachment only to
steel
studs Item 2C) - Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over
studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to studs with 1-1/4 in. long Type S-12 steel screws
spaced 8 in.
OC at perimeter and 12 in. OC in the field. To be used with Lead Batten Strips (see Item 9A) or Lead Discs (see Item 10A).
K.
Gypsum Board* — (As an alternate to Item 4 and 4A, not for use with Items 1D, 1E, 2D and 2E) - Nom. 5/8 in. thick gypsum panels with beveled, square
or tapered edges installed as described in Item 4 and 4A.
L.
Gypsum Board* — (Not Shown) - (As an alternate to Item 4 when used as the base layer on one or both sides of wall. For direct attachment only to
steel
studs Item 2C). Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over
studs
and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws gypsum panel steel
screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips required behind vertical joints of lead backed gypsum
wallboard and
optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face
of studs and
attached to the stud with construction adhesive and two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one
at the bottom
of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten
strips and discs
to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C".
M.
Gypsum Board* — (For use with Item 8) - 5/8 in. thick, 4 ft wide, applied vertically over Mineral and Fiber Board (Item 8) with vertical joints located
anywhere over stud cavities. Secured to
mineral and fiber boards with 1-1/2 in. Type G Screws spaced 8 in. OC along edges of each vertical
joint and 12
in. OC in intermediate field of the Mineral and Fiber Board (Item 8). Secured to outermost studs and floor and ceiling runners with 2 in. long Type
S
screws spaced 8 in. OC. Gypsum Board joints covered with paper tape and joint compound. Screw heads covered with joint compound.
N.
Wall and Partition Facings and Accessories* — (As an alternate to Item 4) — Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as
described in Item 4.
O.
Gypsum Board* — As an alternate to Items 4, 4A, 4B, and 4C - Two layers Nom. 5/16 in. thick gypsum panels applied vertically or horizontally. Horizontal
edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed by steel framing. Horizontal joints on the same side
need not be staggered. When applied horizontally, both layers of gypsum board fastened to each side of framing with 1 in. long Type S steel screws
spaced 8 in. OC and staggered 4 in. OC between layers. When applied vertically, both layers of gypsum board fastened to each side of
framing with 1 in.
long Type S steel screws spaced 8 in. OC along vertical edges and 12 in. OC in the field, staggered 4 in. OC between layers. Screws
spaced a max 12 in.
along the top and bottom edges of the wall.
4
SECTION A-A
2
2.
of
1.
Wall Assembly — The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual
U300, U400 or V400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:
A.
Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber
spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC.
B.
Gypsum Board* — 5/8 in. (16 mm) thick, 4 ft (1.2 m) wide with square or tapered edges. The gypsum board type, thickness, number of layers,
fastener type and sheet orientation shall be as specified in the individual U300, U400 or V400 Series Design in the UL Fire Resistance Directory. Min
distance between periphery of through opening and edge of two-piece steel plate (Item 3) is 1 in. (25 mm).
The hourly F rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed.
2.
Cables — Aggregate cross-sectional area of cables in steel sleeve to be max 48 percent of the aggregate cross-sectional area of the sleeve. Cables to be
rigidly supported on both sides of wall assembly. Any combination of the following types and sizes of copper conductor cable may be used:
A.
Max 400 pair No. AWG (or smaller) copper conductor cable with polyvinyl chloride (PVC) jacketing and insulation.
B.
Max 3/C No. 2/0 AWG (or smaller) aluminum or copper conductor service entrance cable with PVC insulation and jacket.
C.
Max 3/C No. 8 AWG (or smaller) nonmetallic sheathed (Romex) cable with copper conductors, PVC insulation and jacket.
D.
Max 7/C No. 2/0 AWG (or smaller) multiconductor power and control cables with XLPE or PVC insulation and XLPE or PVC jacket.
E.
Nom 5/8 in. (16 mm) (or smaller) coaxial cable with fluorinated ethylene insulation and jacketing.
F.
Nom 5/8 in. (16 mm) fiber optic cable with PVC insulation and jacketing.
G.
Max 4 pair No. 22 AWG (or smaller) copper conductor data cable with PVC insulation and jacket.
H.
Max 4/C No. 2/0 aluminum or copper conductor aluminum or steel Metal-Clad# or Armored-Clad# cable.
I.
Max 1/C-750 kcmil copper conductor cable with XLPE jacket and insulation.
3.
Firestop Device* — Device consisting of steel sleeve halves provided with two-piece steel plates. Steel
sleeve device shall be installed around cables in
accordance with the accompanying installation instructions. Steel sleeve device secured in place by means of two-piece steel plates installed with gasketing
material supplied with product. Steel plates and gaskets installed on both sides of wall and secured to device by means of steel screws provided with
device.
Steel sleeve device provided in nom 1, 2 and 4 in. sizes. Steel plates fastened to gypsum board layers with nom 1/8 in. (3.2 mm) diam steel hollow-wall
anchors. Steel plates shall be nom aligned on each side of the wall to cover opening with min 1 in. (25 mm) overlap beyond periphery of through
opening. The
min and max opening sizes for each sleeve device are shown in the table below:
Firestop System — Installed symmetrically on both sides of wall assembly. The hourly F and T Ratings for the firestop system are equal to the hourly fire rating
of the wall assembly in which it is installed. The details of the firestop system shall be as follows.
A.
Fill, Void or Cavity Materials* — Wrap Strip — Nom 1/4 in. (6 mm) thick intumescent elastomeric material faced on one side with aluminum foil,
supplied in 2 in. (51 mm) wide strips. Nom 2 in. (51 mm) wide strip tightly wrapped around nonmetallic pipe (foil side out) with seam butted. Wrap strip
layer securely bound with steel wire or aluminum foil tape and slid into annular space approx 1-1/4 in. (32 mm) such that approx 3/4 in. (19 mm) of the
wrap strip protrudes from the wall surface.
3M COMPANY — FS-195+
B.
Fill, Void or Cavity Materials* — Caulk, Sealant or Putty — Min 5/8 in. (16 mm) thickness of caulk or putty applied into annular space between wrap
strip and periphery of opening. A nom 1/4 in. (6 mm) diam bead of caulk or putty to be applied to the wrap strip/wall interface and to the exposed
edge
of the wrap strip layers approx 3/4 in. (19 mm) from the wall surface.
3M COMPANY — CP 25WB+ caulk or MP+ Stix putty, IC 15WB+ caulk, FireDam 150+ caulk or FB-3000 WT sealant. (Note: L Ratings apply only when
Type CP 25WB+ caulk or FB-3000 WT sealant is used. CP 25WB+ and FireDam 150+ not suitable for use with CPVC pipes.)
C.
Foil Tape — (not shown) — Nom 4 in. (102 mm) wide, 3 mil thick aluminum tape wrapped around pipe prior to the installation of the wrap strip (Item
3A). Min of one wrap, flush with both sides of wall and proceeding outward. Tape is not required for pipes shown in Items 2A, 2B and 2C.
*
1325 S. Bumby Ave
Orlando, FL 32806
(407) 896-7411
[email protected]
www.epg-eng.com
FL Lic. #PE43599
FL Lic. #PE72998
Project:
Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.
SPECIFIED TECHNOLOGIES INC — SpecSeal Putty
UL SYSTEM NO. W-L-1084
UL SYSTEM NO. W-L-7033
F Ratings - 1 Hr
T Rating - 0 Hr
F Ratings - 1 and 2 Hr (See Item 1)
T Rating - 0 Hr
1A
A
3C
A
1A
3B
1A
1B
3A
3B
2
2
2
3
A
3
A
SECTION A-A
1.
2.
Wall Assembly — The fire rated gypsum wallboard/stud wall assembly shall be constructed of the
materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs
in the UL Fire Resistance Directory and shall include the following construction features:
A.
Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel
studs to be min 3-5/8 in. wide and spaced max 24 in. OC.
B.
Gypsum Board* — Nom 5/8 in. thick gypsum wallboard, as specified in the individual Wall and Partition Design. Diam of opening is 1-1/2 in. larger than
the outside diam of pipe.
Through-Penetrant — One metallic pipe, conduit or tubing to be centered within the firestop system. An annular space of 3/4 in. is required within the firestop
system. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may
be used:
A.
Steel Pipe — Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe.
B.
Conduit — Nom 6 in. diam (or smaller) electrical metallic tubing or steel conduit.
C.
Copper Tubing — Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing.
D.
Copper Pipe — Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe.
3.
3C
1B
SECTION A-A
1.
Wall Assembly - The 1 or 2 hr fire-rated gypsum wallboard/steel stud wall assembly shall be constructed
of the materials and in the manner described in the individual U400 or V400 Series Wall or Partition
Designs in the UL Fire Resistance Directory and shall include the following construction features:
A.
Studs - Wall framing shall consist of min 3-1/2 in. (89 mm) wide steel channel studs spaced max
24 in. (610 mm) OC. Additional steel studs shall be used to completely frame the opening.
B.
GypsumBoard*-5/8in. (16mm) thick, 4ft (1.22m) wide with square or tapered edges. The gypsum
board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in
the individual U400 or V400 Series Designs in the UL Fire Resistance Directory. Max opening size
shall be 1-1/2 in. (38 mm) larger than the outside dimensions of the steel duct.
The hourly F Ratings of the firestop system is dependent upon the hourly fire rating of the wall assembly
in which it is installed.
2.
Steel Duct - Max 18 by 36 in. (457 by 914 mm) No. 26 gauge (or heavier) steel flat oval duct to be installed
within the framed opening. The annular space within the firestop system shall be min 0 in.
(0 mm, point contact) to max 1-1/2 in. (38 mm). Steel duct to be rigidly supported on both sides of the
wall assembly.
3.
Firestop System - The firestop system shall consist of the following:
A.
Packing Material - Polyethylene backer rod, mineral wool batt insulation or fiberglass batt
insulation friction fit into annular space. Packing material to be recessed from both surfaces of
wall to accommodate the required thickness of fill material (Item 3B).
B.
Fill, Void or Cavity Material* - Sealant - Min 5/8in. (16mm) thickness of fill material applied within
annulus, flush with both surfaces of the wall. At the point contact location between the steel
duct and the wallboard, a min 1/4 in. (6 mm) diam bead of sealant shall be applied at the
wall/duct interface on both surfaces of the wall assembly.
SPECIFIED TECHNOLOGIES INC - SpecSeal Series SSS Sealant or SpecSeal LCI Sealant
C.
Retaining Angles - Min 16 gauge galv steel angles sized to lap onto duct a min of 2 in. (51 mm)
and to lap onto wall surfaces a min of 1 in. (25 mm). Angles attached to top and bottom of steel
duct on both sides of wall. Angles attached to duct with min 1/2 in. (13 mm) long, No. 10
(or larger) steel sheet metal screws located a max of 1 in. (25 mm) from each end of long side of
duct and spaced a max of 4 in. (102 mm) OC.
Fill, Void or Cavity Material* — Sealant — Min 5/8 in. thickness of fill material applied within annulus,
flush with both surfaces of wall assembly.
9.
Adhesive — Not Shown - (For use with Item 8) - Construction grade adhesive applied in vertical, serpentine, nominal 3/8 in. wide beads down the length of
both vertical edges of Mineral and Fiber Board (Item 8).
Engineer
Fill, Void or Cavity Material* - Putty — Fill material supplied with firestop device (Item 3) applied to 1 in. (25 mm) thickness flush with each end of steel sleeve
device . At point contact location, min 3/8 in. (9 mm) diam bead of fill material applied at grouped cable/steel sleeve interface on each side of wall.
Mineral and Fiber Board* — (Optional, Not shown) — For optional use as an additional layer on one side of wall. Nom 1/2 in. thick, 4 ft wide with long
dimension parallel and centered over studs. Attached
to studs and floor and ceiling runners with 1-5/8 in. long Type S steel screws, spaced 12 in. OC and
24 in. OC along all intermediate framing. The required UL Classified gypsum board layer (Item 4M) is to be installed over the Mineral & Fiber Boards. Batts & Blankets,
Item 3D, & Adhesive, Item 11, are required.
11.
EPG ENGINEERING
3.
8.
10.
Lead Discs or Tabs — (Not Shown, For Use With Item 4E) - Used in lieu of or in addition to the lead batten strips (Item 8) or optional at other locations - Max 3/4
in. diam by max 0.125 in. thick lead discs
compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs
placed on gypsum boards (Item 4E) underneath screw locations prior to the installation of the
screws. Lead discs or tabs to have a purity of 99.9% meeting the
Federal specification QQ-L-201f, Grade "C".
A.
Lead Discs — (Not Shown, for use with Item 4J) Max 5/16 in. diam by max 0.140 in. thick lead discs compression fitted or adhered over steel screw
heads.
Lead discs to have a purity of 99.5% meeting the Federal Specification QQ-L-201f, Grades "B, C or D".
Through Penetrants — One nonmetallic pipe or conduit to be centered in the through opening. The annular space between pipe or conduit and periphery
opening shall be min 1/4 in. (6 mm) and max 3/8 in. (10 mm). Pipe or conduit to be rigidly supported on both sides of the floor-ceiling assembly. The
following types and sizes of nonmetallic pipes or conduits may be used:
A.
Polyvinyl Chloride (PVC) Pipe — Nom 2 in. (51 mm) diam (or smaller) Schedule 40 solid core PVC pipe for use in closed (process or supply) or vented
(drain, waste or vent) piping system.
B.
Rigid Nonmetallic Conduit++ — Nom 2 in. (51 mm) diam (or smaller)(Schedule 40 or 80) PVC conduit installed in accordance with the National
electric Code (NFPA No. 70).
C.
Chlorinated Polyvinyl Chloride (CPVC) Pipe — Nom 2 in. (51 mm) diam (or smaller) SDR13.5 CPVC pipe for use in closed (process or supply) piping
systems.
D.
Cellular Core Polyvinyl Chloride (ccPVC) Pipe — Nom 2 in. (51 mm) diam (or smaller) Schedule 40 cellular core PVC pipe for use in closed (process or
supply) or vented (drain, waste or vent) piping system.
E.
Acrylonitrile Butadiene Styrene (ABS) Pipe — Nom 2 in. (51 mm) diam (or smaller) Schedule 40 solid core ABS pipe for use in closed (process or supply)
or vented (drain, waste or vent) piping systems.
F.
Cellular Core Acrylonitrile Butadiene Styrene (ccABS) Pipe — Nom 2 in. (51 mm) diam (or smaller) Schedule 40 cellular core ABS pipe for use in closed
(process or supply) or vented (drain, waste or vent) piping systems.
Engineer Contact Information & Seal:
SPECIFIED TECHNOLOGIES INC — FSR100, FSR200, FSR400 Ready Split Sleeve
4.
7.
Lead Batten Strips — (Not Shown, For Use With Item 4E) - Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. Strips placed
on the interior face of studs and attached from the exterior face of the stud with two 1 in. long Type S-12 pan head steel screws, one at the top of the strip
and one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips
required
behind vertical joints of lead backed gypsum board (Item 4E) and optional at remaining stud locations. Required behind vertical joints.
A.
Lead Batten Strips — (Not Shown, for use with Item 4J) Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.140 in. Strips placed on the
face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom
of
the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.5% meeting the
Federal specification QQ-L-201f, Grades "B, C or D". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 4J) and
optional at remaining stud locations.
Wall Assembly — The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual
U300, U400 or V400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features:
A.
Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced
16 in. (406 mm) OC with nom 2 by 4 in.
(51 by 102 mm) lumber end plates and cross braces. Steel studs to be min 3-5/8 in. (92 mm) wide by 1-3/8 in. (35 mm) deep channels spaced max 24 in.
(610 mm) OC.
B.
Gypsum Board* — 5/8 in. (16 mm) thick, 4 ft (122 cm) wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener
type and sheet orientation shall be as specified in the individual U300, U400 or V400 Series Design in the UL Fire Resistance Directory. Max diam of
opening is 3-1/8 in. (79 mm).
52 Riley Rd Ste 374
Celebration, FL 34747
(407) 749-0789
[email protected]
stoastudios.com
TX Lic. #22626
Device Size Min Opening Size Max Opening Size
1 in. (25 mm) 1.12 in. (28 mm)+
2.50 in. (64 mm)
2 in. (51 mm) 2.38 in. (60 mm)+
4.00 in. (102 mm)
4 in. (102 mm)
4.50 in. (114 mm)+ 6.00 in. (152 mm)
+ - When opening is greater than the min opening size specified, steel fasteners are required.
6.
Wall and Partition Facings and Accessories* — (Optional, Not shown) — Nominal 1/2 in. thick, 4 ft wide panels, for optional use as an additional layer on one
or both sides of the assembly. Panels attached
in accordance with manufacturer's recommendations. When the QR-510 panel is installed between the
steel framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) is/are to be installed as indicated as to fastener type and
spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required
layer(s)
of UL Classified Gypsum Board.
Architect
3B
1A
Joint Tape and Compound — Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, 2 in. wide, embedded in
layer of compound over all joints. As an alternate, nominal 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer
baseboard. Joints reinforced. Paper tape and joint compound may be omitted when gypsum boards are supplied with square edges.
Resilient Channel — (Optional-Not Shown) — 25 MSG galv steel resilient channels spaced vertically max 24 in. OC, flange portion attached to each
intersecting stud with 1/2 in. long type S-12 pan head steel screws. May not be used with Item 4F or 4J.
A.
Steel Framing Members (Not Shown)* — As an alternate to Item 6, furring channels and resilient sound isolation clip as described below:
a.
Furring Channels — Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 in. wide by
7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are
overlapped
6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining
channels may
be overlapped 6 in. and secured together with two self-tapping No. 6 framing screws, min 7/16 in. long at the midpoint of the
overlap, with
one screw on each flange of the channel.
b.
Framing Members* — Used to attach furring channels (Item a) to studs (Item 2). Clips spaced 48 in. OC., and secured to studs with 1-5/8 in. wafer
or hex head Type S steel screw through the center grommet. Furring channels are friction fitted into clips. RSIC-1 clip for use with 2-9/16 in. wide
furring channels. RSIC-1 (2.75) clip for use with 2-23/32 in. wide furring channels.
B.
Framing Members* — (Not Shown) — (Optional on one or both sides) — As an alternate to Item 6, furring channel and Steel Framing Members as
described below:
a.
Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels
secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 4.
b.
Steel Framing Members* — Used to attach furring channels (Item 6Ba) to studs (Item 2). Clips spaced max. 48 in. OC. GENIECLIPS secured to
studs with No. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips.
C.
Steel Framing Members — (Optional, Not Shown)* - Furring channels and resilient sound isolation clip as described below:
a.
Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item
b.
Ends of adjoining channels
overlapped 6 in. and secured together with four self-tapping No. 8x1/2 Self Drilling screws (2 per side 1 in. and 4
in. from overlap edge). Gypsum board attached to furring channels as described in Item 4. Side joint furring channels shall be attached to studs
with RESILMOUNT Sound Isolation Clips - Type A237R located approximately 2 in. from each end of length of channel. Both Gypsum Boards at
side joints fastened into channel with screws spaced 8 in. OC, approximately 1/2 in. from joint edge.
b.
Steel Framing Members* — Resilient sound isolation clip used to attach furring channels (Item 6Ca) to studs. Clips spaced 24 in. OC., and secured
to studs with No. 10 x 2-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips.
STOA STUDIOS
A
1B
4.
5.
first
Architect Contact Information & Seal:
3A
2.
3.
Studios
3A
2
1.
Steel Studs — Channel shaped, 3-5/8 in. deep (min), formed from min No. 25 MSG galv steel spaced 24 in. OC max. Studs to be cut 3/4 in. less than assembly
height.
A.
Framing Members*— Steel Studs — As an alternate to Item 2 - Channel shaped studs, min 3-5/8 in. deep, spaced a max of 24 in. OC. Studs to be cut
3/4
in. less than assembly height.
B.
Framing Members* - Steel Studs — Not shown - In lieu of Item 2 — For use with Item 1B, proprietary channel shaped steel studs, 1-1/4 in. wide by min
3-5/8 in. deep fabricated from min 0.020 in. thick galv steel. Studs cut 3/4 in. less in length than assembly height.
C.
Steel Studs — (As an alternate to Item 2, For use with Item 4E) Channel shaped, fabricated from min 20 MSG corrosion-protected or galv steel, 3-1/2 in.
min depth, spaced a max of 16 in. OC. Studs friction-fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than assembly height.
D.
Framing Members*— Steel Studs — As an alternate to Items 2 through 2C- For use with Item 1D and 4G only, channel shaped studs, min 3-5/8 in. wide
fabricated from min 0.018 in. thick galv steel, spaced a max of 24 in. OC. Studs to be cut 1/2 in. less than assembly height.
E.
Framing Members*— Steel Studs — As an alternate to Items 2 through 2D- For use with Item 1E and 4I only, channel shaped studs, min 3-5/8 in. wide
fabricated from min 0.018 in. thick galv steel, spaced a max of 24 in. OC. Studs to be cut 1/2 in. less than assembly height.
F.
Framing Members*— Steel Studs — As an alternate to Items 2 through 2E- For use with Item 1F, channel shaped studs, min 3-5/8 in. wide fabricated
from min 25 MSG steel, spaced a max of 24 in. OC. Studs to be cut 1/2 in. less than assembly height.
G.
Framing Members* - Steel Studs — Not shown - In lieu of Item 2 through 2F - For use with Item 1G. Proprietary channel shaped studs, minimum 3-5/8
in. wide, Studs to be cut 1/2 in. less than the assembly height.
H.
Framing Members* - Steel Studs — Not shown - In lieu of Item 2 — For use with Item 1I, proprietary channel shaped steel studs, 1-1/4 in. wide by min
3-5/8 in. deep fabricated from min 0.020 in. thick galv steel. Studs cut 3/4 in. less in length than assembly height.
I.
Framing Members*— Steel Studs — In lieu of Item 2 - For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion-protected steel,
3-5/8 in. deep (min), spaced 24 in. OC max. Studs to be cut 3/4 in. less than assembly height.
1B
3B
4
1.
© 2017 by Stoa Studios, all rights reserved. All drawings, illustrations, ideas, and other information contained on this sheet are the property of Stoa Studios and may not be reproduced either wholly or in part in any manner without the express written consent of Stoa Studios.
Floor and Ceiling Runners — (Not shown) — Channel shaped runners, 3-5/8 in. deep (min), 1-1/4 in. legs, formed from min No. 25 MSG galv steel, attached to
floor and ceiling with fasteners spaced 24 in. OC max.
A.
Framing Members*— Floor and Ceiling Runners — (Not shown) — As an alternate to Item 1 - Channel shaped, min 3-5/8 in. deep, attached to floor and
ceiling with fasteners 24 in. OC. max.
B.
Framing Members* - Floor and Ceiling Runners — Not shown - In lieu of Item 1 — For use with Item 2B, proprietary channel shaped runners, 1-1/4 in.
wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.
C.
Floor and Ceiling Runners — (Not shown)—For use with Item 2C- Channel shaped, fabricated from min 20 MSG corrosion-protected or galv steel, min
depth to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners spaced max 24 in. OC.
D.
Framing Members*— Floor and Ceiling Runners — Not shown - In lieu of Items 1 through 1C — For use with Item 2D and 4G only, proprietary channel
shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced
24
in. OC max.
E.
Framing Members*— Floor and Ceiling Runners — Not shown - In lieu of Items 1 through 1D — For use with Item 2E and 4I only, proprietary channel
shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24
in. OC max.
F.
Framing Members*— Floor and Ceiling Runners — Not shown - In lieu of Items 1 through 1E — For use with Item 2, channel shaped runners, 1-1/4 in.
deep by min 3-5/8 in. wide fabricated from min 25 MSG steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.
G.
Framing Members*— Floor and Ceiling Runners — Not shown - In lieu of Items 1 through 1F — For use with Item 2, channel shaped runners, 1-1/4 in.
deep by min 3-5/8 in. wide, attached to
floor and ceiling with fasteners spaced 24 in. OC max.
H.
Floor and Ceiling Runners — (Not shown) — Channel shaped, fabricated from min 0.02 in. galv steel, min width to accommodate stud size, with min 1
in. long legs, for use with studs specified below and fabricated from min 0.02 in. galv steel or thicker, attached to floor and ceiling with fasteners
spaced
max 24 in. OC.
I.
Framing Members* - Floor and Ceiling Runners — Not shown - In lieu of Item 1 — For use with Item 2H, proprietary channel shaped runners, 1-1/4 in.
wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.
ST OA
1A
Lakeland Square Mall • Suite #712 • Lakeland, Florida
2
Tenant Improvement
* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL
E
UR
Nonbearing Wall Rating - 1 Hr
T
A S UD
E
H IT CT
UL SYSTEM NO. W-L-2003
S ARC
UL SYSTEM NO. W-L-2003
IO
UL SYSTEM NO. U465
S TO
Architect:
*
Bearing the UL Classification Mark
Issue:
1 PERMIT SET
2
3
4
5
6
7
8
9
10
11
12
13
14
15
08 FEB 2017
Drawing:
LISTED UL DETAILS
SCALE: Varies
Sheet:
A002
DIVISION 2: SITE WORK
SECTION 02060 - EXISTING CONDITIONS
A. GENERAL: General Contractor and subcontractors shall visit the job site to inspect the existing conditions and
to verify the amount of work that will be necessary for the project to be completed as shown on the
drawings.
B.
UTILITY VERIFICATION: Utilities of record are shown on the drawings in so far as possible to do so. However, they
are shown for convenience only and the architect and engineer assume to responsibility for improper
locations or failure to show utility locations on the drawings.
C. LEVEL FLOORING: General Contractor shall verify the elevation and condition of the existing floor substrate
and report to the owner in writing if there are any of the following conditions:
C.A.
Variation of 1/2" or more over the entire project floor area
C.B.
Slopes greater than 1/8" per 10' in any area of the project
C.C.
Rough or unstable substrate surfaces requiring extensive remedial work.
D. COMPONENT REUSE: General Contractor and subcontractors shall verify the condition of existing
components when they are to be reused. These shall be operational and free of aesthetic flaws and suitable
for their intended use. Refer any questions to the owner if there is doubt concerning the acceptability of any
component. Provide the owner a cost of replacing the questionable components. Verify that existing
surfaces will provide a suitable substrate for new materials and finishes to be installed.
E.
HAZARDOUS MATERIALS
E.A.
ABATEMENT: If the presence of hazardous material at the job site is ascertained by the Owner prior to
issuance of construction documents the owner may elect, at its option, to employ a hazardous material
abatement contractor to isolate, remove, and dispose of the hazardous material in a safe and legal
manner. If demolition is required to expose concealed hazardous material and the Owner is required to
engage the services of an abatement contractor simultaneous with the General Contractor's schedule,
the General Contractor will meet with the abatement contractor to determine and coordinate their
work.
E.B.
WORK CESSATION: If the presence of unanticipated hazardous materials is ascertained or suspected
during construction, immediately cease work in the immediate area of the material encountered.
Contact the General Contractor prior to arranging to have the toxicity and extent of the material
tested. A determination by the owner and his consultant(s) will be made as to preferred methods of
isolating, removing, and disposing of the hazardous material.
SECTION 02070 - SELECTIVE DEMOLITION
A. DESCRIPTION OF WORK: The extent of selective demolition work is indicated on the drawings. Types of
selective demolition work indicated on the drawings may include the following:
A.A.
Portion(s) of the building structure
A.B.
Removal of interior partitions
A.C.
Removal of doors and frames
A.D.
Removal and protection of existing fixtures and equipment
A.E.
Removal of other items as determined by field survey and coordination with the Owner
B.
SUBMITTALS
B.A.
SCHEDULE: General Contractor shall submit schedule indicating proposed methods and sequence of
operations for selective demolition work to Owner for review prior to commencement of work. Include
coordination for shut-off, capping, and continuation of utility services as required. Include details for dust
and noise protection.
B.B.
COORDINATION: General Contractor shall coordinate with Owner if continued occupation of portions
of the remodeled space with continue during construction.
C. JOB CONDITIONS
C.A.
ACTUAL CONDITIONS: The Owner assumes no responsibility for the actual condition of items or structures
to be demolished.
C.B.
SALVAGE OPERATIONS: The conditions existing at the same time of commencement of contract will be
maintained by owner insofar as practicable. However, variations within structure may offur by Owner's
removal and salvage operations prior to the start of selective demolition work. Items to be removed but
of salvable value to contractor may be removed from the structure as work progresses. Transport
salvaged items from site as they are removed; do not store salvaged items on site unless they are
intended for reuse within the project.
C.C.
PROTECTIONS: Provide temporary barricades and other forms of protection as required to protect
Owner's personnel and the general public from injury due to selective demolition work.
C.D.
PASSAGE: Provide protective measures as required to provide free and safe passage of Owner's
personnel and general public to and from the occupied portions of the building.
C.E.
TEMPORARY PASSAGEWAY COVERAGE: Erect temporary covered passageways as required by
authorities having jurisdictions.
C.F.
TEMPORARY SUPPORTS: Provide interior and exterior shoring, bracing or supports as needed to prevent
movement, settlement, or collapse of the structure or element to be demolished.
C.G.
TEMPORARY PARTITIONS: Erect temporary insulated solid dust-proof partitions where required to separate
areas where noisy or extensive dirt or dust operations are performed. Equip partitions with dust-proof
doors and security locks if required.
C.H.
TEMPORARY WEATHER PROTECTION: Provide temporary weather protection during the interval between
demolition and removal of existing construction on exterior surfaces and installation of new construction,
to insure that no water leakage or damage occurs to structure or interior areas of the building. Remove
protections upon completions of work.
C.I.
COLLATERAL DAMAGE: Protect from damage existing finish work that is to remain in place and becomes
exposed during demolition operations. Promptly repair damages caused to adjacent facilities by
demolition work at no cost to the owner.
C.J.
FLOORING PROTECTION: Protect floors with suitable coverings when necessary.
C.K.
TRAFFIC: Conduct selective demolition operations and debris removal in a manner to ensure minimum
interference with roads, streets, walks, and other adjacent occupied or used facilities. Do not close,
block, or otherwise obstruct streets, walks, or other occupied facilities without written permission from
authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic way if
required by governing regulations.
C.L.
EXPLOSIVES: The use of explosives is not permitted.
C.M.
UTILITY SERVICES: Maintain existing utilities indicated to remain, keep in service, and protect against
damage during demolition operations.
SECTION 03015 - FLOOR SLAB MODIFICATIONS
A. SLAB INSPECTION: Subcontractors shall inspect the existing slab conditions to determine the amount of
concrete floor slab to be removed and replaced for installation of plumbing, electrical, and mechanical
work. All penetrations of the slab shall be coordinated with the Landlord's tenant coordinator.
B.
SLAB PENETRATIONS: All floor penetrations to be waterproofed per Landlord's requirements.
C. SLAB LEVELING: Where there is an existing floor slab requiring leveling, subcontractors shall perform concrete
leveling utilizing 'Ardec K-55' fast setting concrete underlayment patch as manufactured by Ardec (or
approved equal). Coordinate preparation and installation with requirements of finish floor manufacturer's
specifications. Prime concrete and install patch per Ardec's written recommendations. Do not use as a wear
surface or where subject to standing water or at exterior locations.
DIVISION 4: MASONRY
NOT USED
DIVISION 5: METALS
SECTION 05400 - COLD FORMED METAL FRAMING
A. SEE ALSO SECTION 09110
B.
GENERAL: Design for the metal framing system is based upon 'Physical and Structural Properties for Members'
as published by United States Gypsum (USG). Subcontractor shall provide and install metal stud framing of
depth and gauge as indicated in the drawings. If gauges of vertical members are not specified, provide
members in accordance with the stud schedule on the drawings or as published by USG. If loading
conditions are unusual or different from those indicated on the drawings, contact the General Contractor for
resolution.
DIVISION 6: WOODS & PLASTICS
SECTION 06100 - ROUGH CARPENTRY
PART I: GENERAL
A. GENERAL REFERENCES
A.A.
REFERENCE STANDARDS: Comply with the requirements of the reference standards noted herein, except
where interruptions to existing utilities occur as acceptable to governing authorities.
A.B.
REGULATORY REQUIREMENTS: Conform to all applicable codes for combustibility requirements of
materials and conform to all applicable codes for American Disabilities Act (ADA) compliance.
B.
QUALITY ASSURANCE
B.A.
QUALIFICATIONS: Manufacturer of all fabricated products shall have not less than (5) years of
experience in the type of manufacturing/fabrication of the products specified and (3) years of
experience in the installation of the type of products specified.
B.B.
WARRANTY: All products shall be warranted for a minimum period of (2) years. Imperfect materials and
workmanship shall be replaced at no cost to the Owner.
C. DELIVERY, STORAGE AND HANDLING
C.A.
DELIVERY: Do not deliver shop fabricated carpentry items until site conditions are adequate to receive
the work
C.B.
STORAGE & PROTECTION: Store materials and products indoors and protect from exposure to moisture
and physical abuse. Remove damaged materials and replace at no additional cost to the owner.
PART II: PRODUCTS
A. ROUGH CARPENTRY MATERIALS
A.A.
NAILS, SPIKES, & STAPLES: Shall be galvanized for exterior and high humidity locations. For other interior
locations, treated work/plain finish is acceptable. Select appropriate fastener sizes and types to suite
each application.
A.B.
BOLTS, NUTS, WASHERS, LAGS, PINS, & SCREWS: Shall be medium carbon steel, plain finish, and sized to
suit each application.
A.C.
ANCHORS: Use toggle bolt type for anchorage to hollow masonry. Use expansion shield and lag bolt
type for anchorage to solid masonry or concrete. Use powder actuated type bolts for anchorage to
steel.
A.D.
LUMBER: Use Douglas Fir or Spruce, S4S, standard grade or better, containing not less than 70%
construction grade( WCLIB standard grading and dressing rule #15). All lumber shall bear grade stamps.
A.E.
PLYWOOD: Interior plywood shall be as detailed and compliant with 'DFPA-B8(PLYSCHORD)-CD.
B.
WOOD TREATMENT
B.A.
FIRE RETARDATION: All wood used for framing or structure shall be fire-retardant and shall be pressure
impregnated to comply with Underwriter's Labratories Inc. (UL) requirements for a flame spread of 25 or
less with no evidence of significant progressive combustion when tested for 30 minutes duration under
the standard test method for fire hazard classification or building material (ASTM584). each piece of
wood shall bear the UL label indicating compliance with the fire hazard classification.
B.B.
CURING: After treatment, all lumber that is 2 nominal inches or less shall be dried to an average moisture
content of 18% (10% for finish wood). All other lumber shall be dried to remove the moisture during
treatment.
PART III: Execution
A. BLOCKING & BACKING: Wood blocking shall NOT be used; all blocking shall be metal.
B.
INSTALLATION OF FINISH CARPENTRY: Install doors and frames plumb and true, securely fasten to substrate and
install hardware.
SECTION 06200 - FINISH CARPENTRY
A. CODES & STANDARDS: Use AWI, Quality Standards and Guide Specifications Manual
B.
ROUGH LUMBER AND PLYWOOD: Shall have a modulus of elasticity of not less than 1,600,000psi, an allowable
fiber stress of more than 1400psi, be available in standard dimensions, and have a moisture content not more
than 19%. Fire treatment shall be as follows:
B.A.
ROUGH LUMBER: Treat with a pressure fire retardant per American Wood Preservers Association (AWPA)
Standard AWPA C20. Each piece shall bear U.I. Label FR-S.
B.B.
PLYWOOD: Plywood and particle board shall be treated with pressure fire retardant per AWPA Standard
AWPA C27. Each piece shall bear U.I. Label concealed from view.
C. FINISHED LUMBER
C.A.
SPECIES: Refer to the drawings for species information.
C.B.
MOISTURE: Moisture content, after kiln drying, shall not exceed 9% upon delivery.
C.C.
FLAME SPREAD: Flame spread rating shall be as noted on drawings or as required by code.
D. PLYWOOD
D.A.
HARDWOOD: Where hardwood is noted, face veneers shall be as noted on drawings.
D.B.
FLAME SPREAD: Flame spread rating shall be as noted on drawings or as required by code.
E.
FABRICATION: Conform to AWI Quality Standards, custom grade relieve the backs of all wood trim, kerf the
backs of members more than 5" wide and 1" nominal thickness, and ease all external corners.
F.
INSTALLATION
F.A.
Install all material with tight joints.
F.B.
Miter casings and moldings.
F.C.
All running trim one less than 10' in length shall be installed with a single piece.
F.D.
Use finish nails except where screws are shown; set fasteners for puttying.
F.E.
Ease all exposed wood edges with a 1/8" minimum radius unless otherwise indicated.
SECTION 06310 - FIRE RETARDANT TREATMENT
A. SCOPE: Where interior finishes are required to have a Class I or Class A rating per code requirements and the
specified materials and finishes are not of a sufficient flame spread rating, apply for fire retardant treatment.
Where interior finishes are required to have a Class II or Class B rating per code requirements and the
specified material and finishes are not of a sufficient flame spread rating, apply fire retardant treatment.
B.
MATERIALS: Fire poly aqueous-based resin as manufactured by Flame Safe Chemical Corporation or
approved equal.
C. INSTALLATION: Apply flame retardant treatment in compliance with manufacturer's written instructions. Do
not thin or dilute product store in manner recommended by manufacturer and do not allow to freeze.
SECTION 06410 - CUSTOM MILLWORK
A. GENERAL: Custom millwork is supplied by the Owner and installed by General Contractor.
B.
CONDITION: General Contractor shall carefully check shipments to site, making absolutely sure that all parts
are received per the packing slip for the owner's mill worker. Contact the Owner's mill worker immediately
regarding missing or damaged fixtures/panels.
SECTION 7900 - JOINT SEALANTS
A. INTERIOR AND EXTERIOR JOINTS TO BE SEALED:
A.A.
All joints between gypsum wall board and all of the following trim pieces: base, window frames, door
frames, mirrors, and bars. Use 'Sealant A' described below.
A.B.
All joints between plumbing fixtures and walls or flooring. Use 'Sealant B' described below.
A.C.
All joints between horizontal floor deck joints. Use 'Sealant C' described below.
A.D.
All other joints indicated by the drawings to be sealed.
B.
BACK-UP MATERIAL: Use fiberglass, polyurethane foam, or polyethylene foam, as recommended by the
sealant manufacturer
C. MATERIALS:
C.A.
SEALANT A: Paintable general purpose GE All-Purpose Acrylic Latex Sealant or GE SILICONE 2 with
oil-based primer (or approved equal). Install or prime per manufacturer's guidelines.
C.B.
SEALANT B: Silicone rubber, mildew resistant, conforming to ASTM C920. Use GE 1700 Sanitary Sealant or
approved equal.
C.C.
SEALANT C: Polyurethane, one component, conforming to FED Spec TT-S-00-230C. Type 1, Class A, and
ASTM C920. Use Mamecos Vulken 45 or approved equal.
C.D.
ALL: Color to approximate adjacent surfaces unless otherwise specified by the drawings.
DIVISION 8: DOORS & WINDOWS
SECTION 08100 - METAL DOORS & FRAMES
A. FIRE LABELS: Provide doors and frame assemblies bearing U.L. or other approved label where required by
governmental authorities, code, Landlord, or insurance requirements. Rating shall satisfy minimum fire
resistance requirements for location and usage. General Contractor shall verify that doors indicated on the
drawings and in schedules satisfy the above requirements.
B.
REFERENCE STANDARDS
B.A.
STEEL DOOR INSTITUTE (SDI): Use SDI-100 Recommended specifications for standard steel doors and
frames.
B.B.
NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM): Use NAAMM-CHM1
specification for custom hollow metal doors and frames. Use suitable NAAMM specifications for
fire-rated custom doors and frames.
B.C.
AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): Use ASTM A366 specification of steel, carbon,
and cold-rolled sheet quality.
C. MATERIALS
C.A.
NAAMM: Conform to NAAMM, pages 3-6. Conform to NAAMM for labeled construction.
C.B.
ZINC: Provide zinc coating at all exterior doors and frames.
C.C.
SOUND: Provide manufacturer's standard inorganic non-combustible insulation for sound deadening.
C.D.
OTHER: Reference the manufacturer's standard for anchors, fasteners, and accessories.
D. STEEL DOOR FRAMES
D.A.
KNOCK-DOWN FRAMES: Provide standard type knock-down frames designed to be securely installed in
the opening after finish wall material is applied.
D.B.
SILENCERS: Provide silencers on all frames.
E.
FINISH HARDWARE
E.A.
TEMPLATES: Use appropriate templates for all hardware installations.
E.B.
MANUFACTURER STANDARDS: Conform to all standards of the hardware manufacturer.
F.
INSTALLATION
F.A.
NAAMM: Conform to the NAAMM standard, page 6 part 3.
F.B.
WELDED FRAMES: Leave frame spreader bars intact until frames are set perfectly square and plumb and
anchors are securely attached.
F.C.
KNOCK-DOWN FRAMES: Fill the frame miter with approved filler, then smooth and prime.
F.D.
ANCHORS: Provide (3) frame anchors per jamb.
SECTION 08210 - FLUSH WOOD DOORS
PART I: GENERAL
A. REFERENCES: Comply with the requirements of the reference standards noted below, except where more
stringent requirements are described herein or otherwise required by the construction documents:
A.A.
ANSI/HPMA HP - Hardwood and decorative plywood
A.B.
ASTM E152 - Methods of fire tests of door assemblies
A.C.
AWI - Quality standards of the Architectural Woodwork Institute
A.D.
NFPA 80 - Fire doors and windows
A.E.
NFPA 252 - Standard method of fire tests for door assemblies
A.F.
UL 10B - Fire tests of door assemblies
A.G.
Warnock-Hershey-Certification listings for fire doors
ST OA
Studios
Architect Contact Information & Seal:
STOA STUDIOS
Architect
52 Riley Rd Ste 374
Celebration, FL 34747
(407) 749-0789
[email protected]
stoastudios.com
TX Lic. #22626
Engineer Contact Information & Seal:
EPG ENGINEERING
Engineer
1325 S. Bumby Ave
Orlando, FL 32806
(407) 896-7411
[email protected]
www.epg-eng.com
FL Lic. #PE43599
FL Lic. #PE72998
Project:
PART II: NOT USED
PART III: EXECUTION
A. INSTALLATION STEPS
A.A.
Install doors in accordance with manufacturer's instructions.
A.B.
Trim non-rated door width by cutting equally on both jamb edges.
A.C.
Trim door height by cutting bottom edges to a maximum of 3/4". Trim fire door height at bottom edge
only, and in accordance with fire rating requirements.
A.D.
Pilot drill screw and bolt holes.
A.E.
Machine cut for hardware; core for handsets and cylinders.
A.F.
Install glass and glazing.
A.G.
Coordinate installation of doors with installation of frames. Specified in Section 08111 and hardware
specified in Section 08710.
A.H.
Adjust door for smooth and balanced door movement.
B.
INSTALLATION TOLERANCES
B.A.
DIAGONAL DISTORTION: Maximum warp of 1/8" measured with a straight edge, corner to corner, over an
imaginary 36" x 84" surface area.
B.B.
VERTICAL DISTORTION: Maximum bow of 1/8" measured with a straight edge, corner to corner, over an
imaginary 36" x 84" surface area.
B.C.
WIDTH DISTORTION: Maximum cup of 1/8" measured with a straight edge, corner to corner, over an
imaginary 36" x 84" surface area.
C. WOOD DOORS
C.A.
AWI QUALITY STANDARDS: Sections 1300 and 100 as modified below govern all work here under. Refer to
door schedules on drawings for specified information as to size, code, type, label requirements, etc, for
each door. Doors are to be premium grade for transparent finish construction (US Plywood Company
'Fenestra' or approved equal).
C.B.
VENEERS: Face veneers minimum 1/28" thick, plain sawn white oak for premium grade, unselect birch for
custom grade unless otherwise scheduled or detailed.
C.C.
SOLID CORE DOORS: Use 5-ply AWI Type-A glued-up staved lumber core, with 3/4" thick single piece
vertical edge strips and 1 1/2" top and bottom strips, faced with minimum 1/16" thick hardwood cross
bands running full door width and length, with grain running at right angles to the core and face veneer.
Where opening for glass lights, louvers, etc, leave a margin of not less than 6" of wood at door edges,
top and bottom. Band openings entirely within grain and parallel with longitudinal stile or real
dimensions. Secure the rails and core with joint construction designed for maximum strength.
C.D.
HOLLOW CORE DOORS: Use 7-ply corrugated hollow core stiles minimum 2 1/2" wide. Provide lock blocks
20-3 ply birch wood veneer Type 1 waterproof adhesive.
C.E.
GUARANTEE: Manufacturer shall furnish standard (2) year guarantee against warping, twisting, and other
defects. Include allowance for re-handling and refinishing.
SECTION 08300 - ACCESS DOORS
A. APPROVED MANUFACTURER: Use Milcor Division of INRYCO Inc. (or approved equal), styles and sizes shall be
as indicated. Use style DW size 10x10 minimum if no size is indicated. Hinges shall be concealed spring type,
opening to 175 degrees. Locks shall be flush screwdriver operated, with metal cam. Provide rated doors
where required.
SECTION 08330 - ROLLING & SLIDING GRILLES
A. GENERAL: Sliding glass doors to be supplied and installed by General Contractor. General Contractor shall be
responsible for all coordination with the door manufacturer.
B.
MATERIALS: Extruded aluminum top & bottom rails, including 1/2" tempered glass. Emergency exit devices or
release devices shall be provided if required by code.
C. ERECTION: General Contractor shall verify that the structural steel will support installation and notify the
Owner if it is not acceptable. All doors shall be erected by the manufacturer or his authorized representative
and shall be guaranteed for a period of time one year from the date of completion of erection. During that
period of time, any part defective in material or workmanship will be replaced without charge to the Owner.
D. REGULATORY REQUIREMENTS: Conform to applicable local codes for combustibility requirements of materials.
Conform to ADA code for applicable components.
(SPECIFICATIONS CONTINUED ON FOLLOWING SHEET...)
T
A S UD
E
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SECTION 07250 - FIREPROOFING & FIRESTOPPING
A. FIREPROOFING: Where structural members do not have a fire resistance rating as required by code, Landlord,
or insurance requirements, provide a U.L. approved fireproofing material or system installed in accordance
with a U.L. design listed assembly.
B.
FIRE STOPPING: Where penetrations occur in a rated fire-resistant assembly, install fire stopping in a manner
that maintains the required fire separation. use a fire stop system as manufactured by United States Gypsum
or approved equal.
Lakeland Square Mall • Suite #712 • Lakeland, Florida
SECTION 01700 - PROJECT CLOSEOUT
A. FINAL CLEANING: Clean in accordance with excellent housekeeping practices. Remove grease, mastic,
adhesives, dust, dirt, stains, fingerprints, labels, and other foreign materials from sight-exposed surfaces. Wash
and shine storefront glazing and mirrors. Polish glossy surfaces to shine clearly. Vacuum clean all carpets.
Verify entire work area is clean.
B.
MATERIALS AND MAINTENANCE MANUALS: Manuals to include operation and maintenance instructions and
complete parts lists as furnished by manufacturer for all systems, equipment, and fixtures. Furnish finished
copies in oversized envelope, with oversized drawings accordion folded. Include typewritten index and
tabbed dividers between categories.
C. EXTRA STOCK: Provide owner with extra stock when specified in technical sections.
D.
SUBSTANTIAL COMPLETION: The following work represents substantial completion:
D.A.
All construction is complete and ready for the use for which the project is intended.
D.B.
All cleaning, vacuuming, and dusting is complete.
D.C.
All debris, scaffolds, ladders, tools, and equipment are removed from the job site.
D.D.
All mechanical systems are in operating condition. All controls, diffusers, and registers are complete, all
systems are balanced (balancing report required for punch list inspection), and all plumbing is
complete.
D.E.
All electrical systems are in operating condition, complete with trim. All light fixtures are operable with
lamps, lenses, and maintenance data.
D.F.
Certificate of Occupancy has been obtained from local agencies.
D.G.
Landlord has issued final approval to open for business.
SECTION 03010 - CONCRETE WORK
A. SLAB PREPARATION: Where there is an existing concrete floor slab, prepare the slab to receive finish as
indicated on the drawings.
Tenant Improvement
© 2017 by Stoa Studios, all rights reserved. All drawings, illustrations, ideas, and other information contained on this sheet are the property of Stoa Studios and may not be reproduced either wholly or in part in any manner without the express written consent of Stoa Studios.
SECTION 01600 - MATERIAL & EQUIPMENT
A. PRODUCTS
A.A.
DEFINITION: The term 'product' refers to new material, machinery, components, equipment, fixtures and
systems forming the work. It may also include existing materials or components required for reuse. It does
not include machinery and equipment used for preparation, fabrication, conveying and erection of the
work products.
A.B.
INTERCHANGEABILITY: Provide interchangeable components of the same manufacturer for similar
components.
B.
TRANSPORTATION AND HANDLING
B.A.
Transport and handle products in accordance with manufacturer's instructions. Promptly inspect
shipments to assure that products comply with requirements, quantities are correct, and products are
undamaged.
C. STORAGE AND PROTECTION
C.A.
MANUFACTURER STORAGE INSTRUCTIONS: Store and protect products in accordance with
manufacturer's instruction with the seals and labels intact and legible. Store sensitive products in
weather tight climate controlled enclosures.
C.B.
OFF-SITE STORAGE: Provide off-site storage and protection when site does not permit on-site storage or
protection.
C.C.
PROTECTION: Cover products subject to deterioration with impervious sheet covering. Provide
ventilation to avoid condensation. Provide equipment and personnel to store products by methods to
prevent soiling, disfigurement, or damage.
C.D.
INSPECTION: Arrange storage of products to permit access for inspection. Periodically inspect to assure
products are undamaged and are maintained under specified conditions.
D. PRODUCT OPTIONS
D.A.
IF SPECIFIED BY REFERENCE STANDARD OR DESCRIPTION: any product meeting those standards or
description may be used.
D.B.
IF SPECIFIED BY MANUFACTURER NAME ONLY: only products of manufacturer named and meeting
specifications may be used; no substitutions allowed.
D.C.
IF SPECIFIED BY MANUFACTURER NAME WITH PROVISION FOR SUBSTITUTION: submit a request for
substitution for any manufacturer not named.
E.
SUBSTITUTIONS
E.A.
DEADLINE: General Contractor will consider requests for substitutions only within 15 days after date
established in notice to proceed.
E.B.
DOCUMENTATION: Document each request with complete data substantiating compliance of proposed
substitutions allowed.
E.C.
REQUESTS: A request constitutes a representation that the subcontractor:
Has investigated the proposed product substitution and determined that it meets or exceeds the
quality level of the specified product.
E.C.B.
Will provide the same warranty of the substitution as for the specified product.
E.C.C.
Will coordinate installation and make changes to other work which may be required for the work to
be completed with no additional cost to the owner.
E.C.D.
Waives claims for additional costs or time extension.
E.C.E.
Will reimburse owner for review or redesign services associated with re-approval by authorities
and/or architects and/or engineers.
E.C.F.
Has investigated proposed product for compliance with UL-labeled assemblies and acceptance
by the local authorities for installation within the assemblies.
E.D.
IMPLIED REQUESTS: Unless a separate written request is provided, substitutions will not be considered
when they are indicated or implied on shop drawings or product data submittals, or when acceptance
will require revision of the contract documents.
E.E.
SUBMITTAL PROCEDURE
E.E.A.
Submit (3) copies of requests for substitution for consideration. Limit each request to one proposed
substitution.
E.E.B.
Submit shop drawings, product data, and certified test results attesting to the proposed product
equivalence.
E.E.C.
If applicable, The architect and/or engineer will notify General Contractor in writing of their
decision to accept or reject the request.
S ARC
SECTION 01045 - CUTTING & PATCHING
A. DESCRIPTION OF REQUIREMENTS
A.A.
DEFINITION: 'Cutting and Patching' includes cutting into existing construction to provide for the
installation or performance of other work and subsequent fitting and patching required to restore
surfaces to their original condition. 'Cutting and Patching' is performed for coordination of the work, to
uncover work for access or inspection, to obtain samples for testing, to permit alterations to be
performed, or for other similar purposes. Cutting and patching performed during the manufacture of
products or during the initial fabrication, erection, or installation processes is not considered to be
'Cutting and Patching' under this definition. Drilling of holes to install fasteners and similar operations are
also not considered to be 'Cutting and Patching.'
A.B.
DEFINITION: 'Selective Demolition' is recognized as a related but separate category of work which may
or may not require cutting and patching as defined in this section. Refer to 'Selective Demolition' section
of Division 2.
A.C.
OTHER: Refer to other sections of these specifications for specific cutting and patching requirements and
limitations applicable to individual units of work.
B.
QUALITY ASSURANCE
B.A.
REQUIREMENTS FOR STRUCTURAL WORK: Do not cut and patch structural work in a manner that would
result in a reduction of load carrying capacity or of load deflection ratio.
B.B.
OPERATIONAL AND SAFETY LIMITATIONS: Do not cut and patch operational elements or safety related
components in a manner that would result in a reduction of their capacity to perform in the manner
indicated including energy performance or that would result in increased maintenance or decreased
operational life or decreased safety.
B.C.
VISUAL REQUIREMENTS: Do not cut and patch work exposed on the buildings exterior or in its occupied
spaces in a manner that would in the Architect's or Engineer's opinion result in lessening the building's
aesthetic qualities. Do not cut and patch in a manner that would result in substantial visual evidence the
cutting and patching. Remove and replace work judged by the General Contractor to be cut and
patched in a visually unsatisfactory manner.
C. SUBMITTALS
C.A.
PROCEDURAL PROPOSAL FOR CUTTING AND PATCHING: Where prior approval of cutting and patching is
required, submit proposed procedures for this work well in advance of the time work will be performed
and request approval to proceed. Include the following information, as applicable, in the submittal:
nature of work, how it will be performed, and why cutting and patching cannot be avoided. Describe
anticipated results of the work in terms of changes to existing work, including structural, operational, and
visual changes as well as other significant elements. List products to be used and firms that will perform
work. Give dates when work is expected to be performed. List utilities that will be disturbed or otherwise
be affected by work, including those that will be relocated and those that will be out of service
temporarily. Indicate how long utility will be disrupted. Where cutting and patching of structural work
involves the addition of reinforcement, submit details and engineering calculations to show how that
reinforcement is integrated with original structure to satisfy requirements. Approval by the any party
other than the General Contractor to proceed with cutting and patching work does not waive the
General Contractor's right to require complete removal and replacement of work found to be cut and
patched in an unsatisfactory manner.
D. MATERIALS
D.A.
GENERAL: Except as otherwise noted, or as directed by the General Contractor, use materials for cutting
and patching that are identical to existing materials. If identical materials are not available, or cannot
be used, use materials that match existing adjacent surfaces to the fullest extent possible with regard to
visual effect. Use materials for cutting and patching that will result in equal or better performance
characteristics.
E.
INSPECTION
E.A.
GENERAL: Before cutting, examine the surfaces to be cut and patched and the conditions under which
the work is to be performed. If unsafe or otherwise unsatisfactory conditions are encountered, take
corrective action before proceeding with the work. Before the start of cutting work, meet at the work
site with all parties involved in cutting and patching, including mechanical and electrical trades. Review
areas of potential interference and conflict between the various trades coordinate layout of the work
and resolve potential conflicts before proceeding with the work.
F.
PREPARATION
F.A.
GENERAL: As necessary, provide temporary support to prevent failure of work to be cut.
F.B.
PROTECTION: Protect the other work during cutting and patching to prevent damage. Provide
protection from adverse weather conditions for that part of the project that may be exposed during
cutting and patching operations. Avoid interference with use of adjoining areas or interruption of free
passage to adjoining areas. Take precautions not to cut existing pipe, conduit, or duct serving the
building but scheduled to be relocated until provisions have been made to bypass them.
G. PERFORMANCE
G.A.
GENERAL: Employ skilled workmen to perform cutting and patching work except as otherwise indicated
or as approved by the General Contractor. proceed with cutting and patching at the earliest feasible
time and complete work without delay.
G.B.
CUTTING: Cut the work using methods that are least likely to damage work to be retained or adjoining
work. Where possible review proposed procedures with the original installer and comply with original
installer's recommendations. In general, where cutting is required use hand or small power tools
designed for sawing or grinding (not hammering or chopping). Cut through concrete and masonry using
a cutting machine such as a carborundum saw or core drill to insure a clean cut. Cut holes and slots
neatly to size required with minimum disturbance of adjacent work. To avoid marring existing finished
surfaces, cut or drill from the exposed or finished side into concealed surfaces. Temporarily cover
openings when not in use. By-pass utility services such as pipe and conduit before cutting. Where such
utility services are shown or required to be removed, relocated, or abandoned, cut-off conduit and pipe
in walls or partitions to be removed. After by-pass and cutting, cap valve, or plug and seal tight
remaining portion of pipe and conduit to prevent entrance of moisture or other foreign matter.
G.C.
PATCHING: Patch with seams which are durable and as invisible as possible. Comply with specified
tolerances for the work. Where feasible, inspect and test patched areas to demonstrate integrity of
work. Restore exposed finishes of patched areas and where necessary extend finish restoration into
retained adjoining work in a manner which will eliminate evidence of patching and refinishing. Where
removal of walls or partitions extends from one finished area into another finished area, patch and
repair floor and wall surfaces in the new space to provide an even surface of uniform color and
appearance. If necessary to achieve uniform color and appearance, remove existing floor and wall
coverings and replace all with new materials. Where patch occurs in a smooth painted surface, extend
final paint coat over entire unbroken surface containing patch after patched area has received prime
and base coats.
G.D.
CLEANING: Thoroughly clean areas and spaces where work is performed or used as access to work.
Remove completely paint, mortar, oils, putty, and items of similar nature. Thoroughly clean piping,
conduit, and similar features before painting or other finishing is applied. Restore damaged pipe
covering to its original condition.
E.C.A.
DIVISION 7: THERMAL & MOISTURE PROTECTION
IO
SECTION 01010 - SUMMARY OF WORK
A. DESCRIPTION OF REQUIREMENTS: The work indicated in the construction documents is intended to delineate
the scope of work required to construct a complete project.
DIVISION 3: CONCRETE
E
H IT CT
DIVISION 1: GENERAL REQUIREMENTS
S TO
Architect:
Issue:
1 PERMIT SET
2
3
4
5
6
7
8
9
10
11
12
13
14
15
08 FEB 2017
Drawing:
SPECS • ARCHITECTURAL • 1
SCALE: Varies
Sheet:
A003
Architect:
PART III: EXECUTION
A. INSPECTION
A.A.
Verify that existing conditions are ready to receive work.
A.B.
Verify that layout of hangers will not interfere with other work.
A.C.
Commencement of installation shall serve as indication of acceptance of existing conditions.
B.
INSTALLATION
B.A.
STANDARDS: Install system in accordance with ASTM C-636 and as supplemented in this section.
B.B.
SUPPORT: Install a system capable of supporting imposed loads to a deflection of 1/360 maximum. Install
cold-rolled sections to span between roof joists.
B.C.
COORDINATION: Install after major above ceiling work is complete. Coordinate the location of hangers
with other work.
B.D.
INDEPENDENCE: Hang system independent of walls, columns, ducts, pipes, and conduit. Where carrying
members are spliced, avoid visible displacement of the face plane of adjacent members.
B.E.
REINFORCEMENT: Where ducts or other equipment prevent the regular spacing of hangers, reinforce the
nearest affected hangers and related carrying channels to span the extra distance.
B.F.
ALIGNMENT: Center the system on the primary room axis, leaving equal border units along the perimeter
unless otherwise indicated on the drawings.
B.G.
DEFLECTION CAPACITY: Do not support components on main runners or cross runners if weight causes
the total dead load to exceed deflection capability. Support fixture loads by supplementary hangers
located within 6 inches of each corner, or support components independently.
B.H.
ELECTRIC LOADING: Do not electrically load the system, or produce rotation of the runners.
B.I.
MOLDINGS: Install edge molding at the intersection of ceiling and vertical surfaces, using the longest
practical lengths and mitered corners. Provide edge moldings at junctions with other interruptions as
well. Field rabbet the panel edge. Where round obstructions occur, provide preformed closures.
B.J.
GOOD CONDITION: Fit acoustical units in place, free from damaged edges or other defects detrimental
to appearance and function.
B.K.
PATTERN: Lay directionally patterned units in a basket weave pattern; fit border neatly against abutting
surfaces.
B.L.
LEVEL PLANE: Install acoustic units level, in uniform plane, and free from twists, warps, and dents.
B.M.
CLIPS: Install hold-down clips to retain panels tight to grid system within 20 feet of exterior doors.
C. TOLERANCES
C.A.
HORIZONTAL: Variation from flat and level shall not exceed 1/8" in 10'.
C.B.
VERTICAL: Two inch maximum variation from plumb of grid members caused by eccentric members
SECTION 09550 - WOOD FLOORING
A. PRODUCT: Subcontractor to install 4 1/2" x 3/8" x 36" length tongue & groove pre-finished laminated wood
floor. Seal new concrete prior to installation of finish flooring. Apply glue per manufacturer's instructions.
B.
MOISTURE: General Contractor shall perform a moisture test at commencement of work on site and notify
Owner prior to construction if results are unacceptable.
C. INSTALLATION: Subcontractor shall remove all foreign materials, including carpet, glue, and residue prior to
flooring installation.
D. CLEANING: Subcontractor shall clean floor upon completion of work; comply with Section 01700 and
manufacturer's instructions.
E.
PROTECTION: General Contractor shall protect wood floor after installation with 1/8" minimum masonite;
pegboard is recommended.
SECTION 09650 - RESILIENT FLOORING
A. EXTRA STOCK
A.A.
TILE FLOORING: (1) box for each type, size, and color installed
A.B.
BASE: twelve linear feet of each base color
B.
MATERIAL
B.A.
VINYL: Use vinyl composition tile, sheet vinyl, and vinyl base as indicated in the color schedule.
B.B.
RESILIENT EDGE STRIPS: Use homogeneous vinyl or rubber composition tile with tapered or bull-nosed
edge. Color to match the flooring.
B.C.
ADHESIVES: Use waterproof, stabilized type as recommended by the flooring manufacturer to suit the
material and substrate conditions.
C. INSTALLATION: Strictly follow the manufacturer's written directions suiting the conditions of installation.
D. FINISHING AND CLEANING
D.A.
INITIAL PROTECTION: Protect floors from rolling loads for (48) hours after initial installation.
D.B.
INITIAL MAINTENANCE: Damp mop, carefully remove all stains and marks. Strictly follow the
manufacturer's written instructions.
D.C.
PREPARATION FOR USE: When thoroughly clean and dry, burnish with buffing pad or brush, sweep, and
vacuum. Strictly follow the manufacturer's written instructions.
DIVISION 10: SPECIALTIES
SECTION 10400 - STOREFRONT SIGNS/LOGOS
A. GENERAL: Signs shall be provided by Owner and installed by sign subcontractor. Sign subcontractor shall
provide shop drawings to Landlord for review prior to starting any fabrication work. General Contractor shall
coordinate all related work.
B.
MATERIALS: Provide an illuminated plastic-faced sign with interior neon as shown on drawings.
SECTION 10520 - FIREFIGHTING EQUIPMENT
A. GENERAL: General Contractor shall verify the number of fire extinguishers required at the job site and provide
and install mounting hardware and extinguishers as required.
B.
MANUFACTURER: Use equipment manufactured by J.I. Industries or approved equal.
SECTION 10800 - TOILET ACCESSORIES
A. EXISTING ACCESSORIES: For all toilet rooms where there are existing accessories, General Contractor shall
inspect them, their condition and type, and verify compliance with the list of toilet accessories listed below.
Any accessory equal to the products specified shall be allowed to be reused upon approval by the Owner.
Any accessory included in the schedule, but not existing at the project site or verified to be installed by the
Landlord shall be provided for the project and installed by General Contractor per the specifications. Refer
to any questions concerning reuse of existing accessories to General Contractor for resolution.
DESCRIPTION: Toilet accessories shall be provided and installed by subcontractor.
B.
C. DELIVERY: Products shall be delivered and stored prior to installation.
D. ACCESSORIES
D.A.
MIRROR: Wall-mounted, sized and located per ADA requirements
D.B.
GRAB BARS: Handicapped grab bars, sized and installed per ADA requirements
S TO
E
UR
ST OA
DIVISION 11: EQUIPMENT
Studios
NOT USED
DIVISION 12: FURNISHINGS
GENERAL NOTES
A. FIXTURE SETTING: General Contractor shall coordinate the setting of all wall fixtures, floor fixtures, and cash
wraps.
B.
INSTALLATION: Install all fixtures plumb and level. Attach fixtures to the wall with concealed fasteners.
Attached to metal studs where possible.
C. PROTECTION: Keep fixtures protected until construction has been completed. If problems are experienced in
the placement of fixtures, contact the architect to resolve the manner in which the situation is to be
corrected.
DIVISION 13: SPECIAL CONSTRUCTION
NOT USED
DIVISION 14: CONVEYING EQUIPMENT
NOT USED
Architect Contact Information & Seal:
STOA STUDIOS
Architect
52 Riley Rd Ste 374
Celebration, FL 34747
(407) 749-0789
[email protected]
stoastudios.com
TX Lic. #22626
Engineer Contact Information & Seal:
EPG ENGINEERING
Engineer
DIVISIONS 15: MECHANICAL
NOT USED
DIVISIONS 16: ELECTRICAL
SEE SHEET E001
1325 S. Bumby Ave
Orlando, FL 32806
(407) 896-7411
[email protected]
www.epg-eng.com
FL Lic. #PE43599
FL Lic. #PE72998
Project:
Lakeland Square Mall • Suite #712 • Lakeland, Florida
SECTION 09250 - GYPSUM WALL BOARD
A. CODES AND STANDARDS: Use the Gypsum Association GA-215 recommended specifications for application
and finishing of gypsum board. Use the ASTM C-36 specification for gypsum wall board.
B.
MATERIALS: Use ASTM C-36, and deliver to the job site with end tapers bearing UL label, with the correct
design number for these drawings and specification unless shown differently on plans. Water resistant board
shall be 5/8" thick with taped edges and conform to ASTM C-630.
B.A.
SCREWS: Use Type S, bugle head, length as required to conform with ASTM C-646.
B.B.
TREATMENT MATERIALS: Provide a joint type and compound as recommended by wallboard
manufacturer conforming to ASTM C-474-5.
B.C.
ACCESSORIES: Corner beads, metal trim, and other accessories shall be galvanized steel.
B.D.
BACKER BOARD: Use 5/8" Type X tile backer board (USG Durarock or approved equal) as a substrate for
tile to be applied to vertical surfaces unless otherwise indicated.
B.E.
SUBSTRATE: Verify that the existing wall surface is smooth and suitable as a substrate for the finish(es)
listed on the finish schedule.
C. INSTALLATION
C.A.
FIRE RATING: Install and finish according to GA-216 and wall board manufacturer's recommendations
where a one-hour fire rating is required.
C.B.
WATER RESISTANCE: Install water resistant gypsum wallboard in high-moisture areas such as toilet rooms.
C.C.
SCREWS: Gypsum wall board installed on metal studs shall be fastened with power drive, self-tapping
drywall screws, one inch or longer if required.
C.D.
JOINTS: Boards of a maximum practicable length shall be used so that an absolute minimum number of
end joints occur. Wallboard joints at opening shall be located so that no end joint will align with edges of
the opening. Screws shall be located 1/8" minimum to 1/2" maximum of eight inches o.c. on walls.
Gypsum wall board on partitions and construction extending to the structure above shall be cut to fit
tightly around deck fluting, structural members, and other protrusions crossing the plane of the wall
board.
C.E.
JOINT COMPOUND: This shall be mixed in accordance with the manufacturer's printed instructions
contained on the package.
C.F.
TAPE AND JOINT MATERIAL: This shall be applied to the joints approximately four inches wide. This shall be
applied in a (3) coat process, allowing 24 hours drying between coats. All nails, screws, screw heads,
and dimples shall also receive a (3) coat finish using the same manner. Joints shall be sanded smooth.
C.G.
INSIDE CORNERS: All inside corners shall be coated with at least (2) coats of joint compound with the
edges feathered out.
C.H.
FLANGE CONCEALMENT: All flanges of corner beads and trim shall be concealed by at least (2) coats of
joint compound feathered out approximately 9 inches on both sides of the exposed metal nose.
C.I.
SMOOTHNESS: All wallboard and treated areas shall be smooth and ready for wall finish.
PART II: PRODUCTS
A. SUSPENSION SYSTEM MATERIALS
A.A.
GRID: Comply with ASTM C-635, use intermediate duty fire rated or non-fire rated exposed T
components die cut and interlocking electro-galvanized steel, white finish with 15/16 reveal.
A.B.
STRUCTURAL SUPPORT: Structural steel support is required where roof beams exceed four foot spacing;
use cold-rolled steel sections (primed) capable of supporting ceiling grids with deflections as specified.
A.C.
SUPPORT CHANNELS & HANGERS: Use galvanized steel sized and typed to suit application to rigidly
secure acoustic ceiling system including integral mechanical and electrical components with maximum
deflection of 1/360. Size wire gauge per code.
A.D.
OTHER: Provide accessories such as stabilizer bars, clips, splices, edge moldings, and hold down clips as
required for a complete suspended grid system installation.
B.
ACOUSTIC UNIT MATERIALS: Refer to finish schedule for specifications for sales floor and stockroom ceilings.
SECTION 09900 - PAINTING
A. DESCRIPTION OF WORK
A.A.
SCOPE: Work shall include preparation of new and existing surfaces to receive paint. Surfaces may
include exterior and interior building components as well as mechanical and/or electrical equipment in
finished spaces or on the rooftop. Except as otherwise indicated, all new and existing surfaces shall have
finish applied to them.
A.B.
COLORS: See color schedule for finish colors and manufacturers.
A.C.
FINAL TOUCH-UP: Subcontractor shall do all touch up at completion of the job wherever other trades
have marred the painted surfaces and clean paint droppings from hardware, floor, etc.
B.
MAINTENANCE STOCK: General Contractor shall leave (1) unopened gallon of each type and color of paint
for maintenance purposes, labeled for positive identification. Labels shall include the designation indicated
on the color schedule, the date of mixing, and cross reference the manufacturer used.
C. DELIVERY, STORAGE, & HANDLING
C.A.
DELIVERY: Deliver material in sealed containers with manufacturer's original labels legible and intact.
C.B.
STORAGE: Store in the manner recommended by the manufacturer and as required by building code
and comply with health and fire regulations.
C.C.
HANDLING: Take all necessary precautionary measures to prevent fire hazards and spontaneous
combustion. Place cotton waste, cloths, and other hazardous materials in containers and remove from
site daily.
D. ENVIRONMENTAL CONDITIONS: Comply with manufacturer's recommendations as to environmental
conditions under which coating and coating systems can be applied.
E.
PROTECTION
E.A.
COLLATERAL DAMAGE: Adequately protect other surfaces from damage. Repair any damage caused
by failure to provide suitable protection.
E.B.
HARDWARE REMOVAL/REINSTALLATION: Remove miscellaneous hardware as necessary to prepare for
painting. Hardware to be removed may include the following: electrical outlet and switch plates,
mechanical diffusers, escutcheons, registers, surface hardware, fittings, fasteners, etc. Reinstall all items
upon completion of work.
E.C.
DROP CLOTHS: Provide drop cloths, shields, and protective equipment in all work areas and preparation
areas.
F.
GUARANTEE: Subcontractor shall provide a (2) year warranty for the full value of all work included in this
section.
G. MATERIALS
G.A.
PAINT, VARNISH, & STAIN: These and related products shall be used for prime, intermediate, and finish
coats. High-quality products shall be used that meet or exceed all applicable Federal, State, and local
specification standards.
G.B.
OTHER: Materials not specifically indicated, but required, such as linseed oil, shellac, thinners, etc, shall
be of quality levels that meet or exceed all applicable Federal, State, and local specification standards.
H. INSPECTION
H.A.
SUBSTRATE: Prior to commencement of work, subcontractor shall verify that the substrate is satisfactory
for the work in this section. In the event that the substrate is not satisfactory, subcontractor shall not
proceed with the work until all relevant defects have been corrected.
H.B.
ACCEPTANCE OF CONDITIONS: Commencement of work shall be considered acceptance of the
existing conditions.
I.
PREPARATION: NEW WORK
I.A.
METALS
I.A.A.
SURFACES SHOP-PRIMED: Remove all surface contaminations. Apply a phosphoric acid etch
solution at all field-welded or abraded spots and let set for the time recommended by the acid
etch manufacture. Rinse with water, and prime coat when thoroughly dry.
I.A.B.
SURFACES NOT SHOP-PRIMED: Remove all rust and scale by wire brushing or other methods.
Remove dust, dirt, oil, grease, and clean surface by solvent wash. Apply phosphoric acid solution
and allow to sit for the amount of time specified by the acid etch manufacturer. Rinse with water,
and apply prime coat when thoroughly dry.
I.A.C.
GALVANIZED IRON: Remove all surface contamination, wash metal with phosphoric acid or apply
one coat of etching-type primer.
I.B.
WOOD PRODUCTS TO BE PAINTED: Remove all surface contamination. Spot coat knots, pitch streaks, and
sappy sections with sealer. Fill and nail holes and fine cracks after primer has dried and sand smooth,
level with surface ready for finish coat.
I.C.
WOOD PRODUCTS TO BE STAINED: Remove all surface contamination. After stain coat, fill nail holes with
filler of a matching color.
I.D.
GYPSUM WALLBOARD: Remove all surface contamination. If surface defects appear after prime
coating, notify General Contractor, who shall require gypsum subcontractor to complete the repair at
its own expense. After repairs are complete, proceed to re-apply primer over repaired areas and finish
painting.
I.E.
MECHANICAL AND ELECTRICAL WORK: Prepare metal surfaces as specified herein above.
J.
PREPARATION: EXISTING WORK
J.A.
CLEANING: Clean to the extent required, and/or remove existing coatings.
J.B.
WOOD PRODUCTS TO BE PAINTED: Repair and sand smooth all surface defects, including unset/reset
nails, cracks, and gouges. Sand smooth all thick and sharp edges of paint build-ups, runs, and sags.
J.C.
GYPSUM WALLBOARD: Fill and/or sand smooth all surface defects and sand glassy surfaces prior to
application of paint.
J.D.
EXPOSED CONCRETE FLOOR: Remove all surface contaminants and prepare in accordance with
manufacturer's requirements.
K.
APPLICATION
K.A.
METHODS: Apply paint or finish by methods generally accepted by the trade to achieve approved
finishes.
K.B.
DRYING TIME: Comply with the recommendations of the product manufacturer for drying time between
succeeding coats.
K.C.
COLOR VARIATION: Vary the color of successive undercoats to allow for verification of complete
coverage by each coat.
K.D.
SANDING: Sand and dust between each coat to remove defects visible from a distance of 5'.
K.E.
NUMBER OF COATS: Subcontractor shall paint surfaces indicated on plans using a minimum of (2) coats
of paint plus primer where required.
K.F.
QUALITY: All paint work shall be of the highest quality, with no defects.
K.G.
APPLICATION: Drywall paint shall be applied by roller; wood paint shall be applied by brush.
L.
FINISH SCHEDULE: See drawings; if painting subcontractor considers any surface unsuitable for proper finish of
its work, it shall notify General Contractor and not apply any material until resolution has been reached.
D.C.
PAPER TOWEL DISPENSER: Provided and installed by General Contractor
D.D.
WASTE RECEPTACLE: Provided and installed by General Contractor
D.E.
COAT HOOK: Metal; surface mounted to interior of door; provided and installed by General Contractor
D.F.
TOILET TISSUE DISPENSER: Metal, provided and installed by General Contractor
E.
INSTALLATION
E.A.
MANUFACTURER'S DIRECTION: Follow manufacturer's direction suiting installation conditions, using
tamper-proof or concealed fasteners.
E.B.
HANDRAILS: Provide and install handrails in sizes and locations as required by Federal, State, and local
building codes and the ADA. Attach firmly to walls, and provide blocking as required for installation.
T
A S UD
Tenant Improvement
SECTION 09110 - LIGHT GAUGE METAL FRAMING
A. CODES AND STANDARDS
A.A.
ASTM C754: Reference for installation of steel framing members to receive screw attached gypsum
wallboard.
A.B.
ASTM C-645: Reference for installation of non-load bearing steel studs, runners (track) and rigid furring
channels for screw application for gypsum board.
B.
MATERIALS
B.A.
STEEL: Studs, runners, and channels shall conform to ASTM C-645.
B.B.
GAUGES: Use as indicated on drawings per stud schedule for height and loading requirements,
storefront soffit, and bracing as indicated.
B.C.
ACCESSORIES: Use as indicated on drawings and as recommended by reference standards and
manufacturer.
C. INSTALLATION: Install in accordance with ASTM C-754 and manufacturer's recommendations.
SECTION 09510 - SUSPENDED ACOUSTICAL CEILINGS
PART I: GENERAL
A. REFERENCES
A.A.
REFERENCE STANDARDS: Comply with the requirements of the reference standards noted below, except
where more stringent requirements are otherwise required by governing authorities. A complete listing of
applicable reference standards, including full names of publishing agencies and dates or edition
numbers, is contained in Section 01091.
A.A.A.
ASTM C-635 - Metal suspension systems for acoustical tile and lay-in panel ceilings
A.A.B.
ASTM C-636 - Installation of metal ceiling suspension system for acoustical tile and lay-in panels
A.A.C.
ASTM A-611 - Steel, cold-rolled, carbon structural
A.A.D.
AWCI (Association of Wall and Ceiling Industries) specifications guide for cold-rolled formed steel
structural members
A.A.E.
UL system ratings
B.
REGULATORY REQUIREMENTS: Conform to applicable codes for combustibility requirements for materials.
C. QUALITY ASSURANCE
A.A.
QUALIFICATIONS
A.A.A.
MANUFACTURER: Manufacturer shall have not less than (5) years experience in the
manufacuting/fabrication of the type of products specified.
A.A.B.
INSTALLER: Installer shall have not less than (3) years experience in the installation of the types of
products specified.
A.A.C.
WORKMEN: Subcontractors shall provide adequate numbers of skilled workmen who are trained
and experienced in the installation methods and materials specified herein or required by the
work.
A.B.
COORDINATION:Coordinate the scheduling and installation of suspension systems and ceiling installation
with mechanical, electrical, sprinkler, and other work which will be built into or is dependent upon
suspended ceilings.
A.C.
WARRANTY: All products shall be warranted for a minimum of (2) years following substantial completion.
Imperfect materials and workmanship shall be replaced at no cost to the Owner during the warranty
period.
B.
DELIVERY, STORAGE, & HANDLING
B.A.
PACKING & SHIPPING: Deliver materials in manufacturer's original, unopened packages, with all labels
intact and legible and wrapping unbroken.
B.B.
STORAGE & PROTECTION: Store acoustical ceiling materials under cover and protected from exposure to
materials under cover and protected from exposure to moisture and physical abuse. Remove damaged
materials and replace at no additional cost to the Owner.
C. PROJECT CONDITIONS
C.A.
ENVIRONMENTAL REQUIREMENTS
C.A.A.
ENCLOSURE: Do not begin installation of acoustical panels or suspension systems until the building is
enclosed and permanent heating and cooling systems are in operation. Residual moisture from
plaster, concrete, terrazzo, and other wet operations shall have dissipated prior to installation.
C.A.B.
TEMPERATURE & HUMIDITY: Maintain an ambient temperature between 50 and 75 degrees
Fahrenheit and a relative humidity below 70% for not less than 24 hours prior to, during, and after
installation of acoustical ceiling components.
SECTION 09680 - CARPETING
A. EXTRA STOCK: Provide (1) 10'x12' remnant and deliver all unused carpet remnants at least 2' in width to the
Owner.
B.
MATERIALS: Use carpet as indicated on the finish schedule. Install with floor and seam adhesive, tape, and
accessories as recommended by the carpet manufacturer.
C. INSPECTION
C.A.
Prior to installation, verify that the substrate is satisfactory for the work of this section. Do not proceed
until defects have been corrected.
C.B.
Do not install carpet over concrete substrate until concrete has cured for minimum 30 days.
C.C.
Install carpet within the allowable temperature range stated by the manufacturer.
D. INSTALLATION
D.A.
CLEAN SURFACE: Provide a clean, smooth surface for proper installation.
D.B.
ADHESIVE: Use adhesive as recommended by carpet manufacturer.
D.C.
EDGES: Provide latex along all cut edges of carpet to prevent unraveling.
D.D.
REMNANTS: Gather and protect all remnants at least 2' in width at the jobsite.
D.E.
SEAMS: Use hot seam tape or seam glue along all carpet edges and at cross seams.
E
H IT CT
DIVISION 9: FINISHES
SECTION 09300 - CERAMIC/PORCELAIN TILE
A. FINISH SCHEDULE: Install ceramic tile as specified in the finish schedule.
B.
METHODS: Install ceramic tile using the recommended methods of the Tile Contractor's Association of
America and the Tile Council of America, Inc.
C. JOINTS: Install ceramic tile using grout and joint spacing as specified in the finish schedule.
D. ADHESIVE: Install ceramic tile using adhesive per manufacturer's recommendations.
E.
CLEANING & REPAIR: Carefully clean all work and replace or repoint any damaged work and leave in
perfect condition. Use no acid, agent or device that will mar the surface. Do not polish ceramic tile. Consult
with General Contractor for other instructions.
F.
LEVEL SETTING: Tiles are to be set level without tripping hazard to customers or staff. General Contractor is
responsible to correct raised tiles for the entire duration of the warranty period at the direction of the Owner.
S ARC
SECTION 08700 - HARDWARE
A. DESCRIPTION OF SYSTEMS
A.A.
WORK INCLUDED: Provide all finish hardware for complete work, in accordance with drawings and
specifications. Quantities listed in any instance are for the General Contractor's convenience only, and
are not guaranteed. Items not specifically mentioned, but necessary to complete the work shall be
furnished, matching in quality and finish those items which have been specified.
A.B.
GENERAL REQUIREMENTS: General Contractor shall be responsible for proper operation and fitting of
hardware in locations specified. The contractor must supply a RCOM under lock and key to store all
finish hardware until installation is made. The hardware supplier must mark each item of hardware as to
description and location of installation in accordance with approved hardware schedule. Exposed
surfaces of hardware shall be covered and well protected during installation, so as to avoid damage to
finishes.
A.C.
FIRE-RATED OPENINGS: Provide hardware for fire-rated openings in compliance with requirements of
NFPA 80. This requirement takes precedence over other requirements for hardware.
A.D.
SUPPLIER: Finish hardware shall be furnished and installed by General Contractor. Finish hardware shall
be supplied by a recognized builder's hardware supplier who has been furnishing hardware in the same
area as the project for a period not less than five years. The supplier's organization shall include
consultants who are available at all reasonable times during the course of the work to meet personally
with the Owner, Architect, or General Contractor for hardware consultation. The supplier shall maintain
a parts inventory of items supplied for future service to the owner.
A.E.
SCHEDULE SUBMISSION: Upon being awarded the finish hardware contract, the hardware supplier shall
immediately prepare and submit to General Contractor a complete schedule of finish hardware
required herein. Such schedule shall be completely detailed, showing all items, numbers, and finishes for
all hardware for each separate opening. Any corrections or changes necessary in the schedule to make
it comply with the requirements of the drawings and specifications shall be made promptly. Approval of
hardware schedule shall not relieve the hardware supplier of responsibility for errors or omissions therein.
A.F.
TEMPLATES: The hardware supplier will provide approved schedule and paper templates to various other
suppliers for door and frame preparation for hardware.
A.G.
KEYS AND KEYING: All cylinder items shall be construction cored and keyed with 7-pin locks as specified
in the door hardware schedule. Grille manufacturer shall provide cores, cylinders, keys, and control keys
for the front entrance. General Contractor shall receive, protect, and insure proper installation of all
hardware, including control keys, from the door manufacturer. General Contractor shall provide and
install 7-pin core cylinder & control key for rear alarm.
A.H.
PERMANENT CORES AND KEYS: General Contractor shall turn over all construction keys including control
keys to the owner at the completion of the work. General Contractor shall provide owners construction
manager with photographs of existing locking devices. Provide (2) total construction keys.
B.
HARDWARE GROUPS: For all hardware groups where there are existing doors and hardware, General
Contractor shall inspect the existing hardware, its condition and type, and verify compliance with the
hardware groups listed below. Any hardware equal to the products specified shall be allowed to be used
when scheduled for reuse. Any hardware included in the schedule but not existing at the project site or
verified to be installed by the landlord shall be provided for the project and installed by General Contractor
per specifications. After reviewing the hardware schedule, refer any questions concerning the re-keying of
existing hardware to General Contractor.
B.A.
INSTALLATION OF FINISH HARDWARE: Install each hardware item in accordance with the manufacturer's
instructions and recommendations. Install no hardware until substrate finishes are complete. Wherever
cutting and fitting is required to install hardware onto or into surfaces which are later to be painted or
otherwise finished, install each item completely, then remove and store during application of finishes.
Reinstall upon completion of finishes.
B.B.
OPERATIONS: Set items level, plumb, and true to line and location. Adjust and reinforce the attachment
substrate as necessary for a secure installation. Drill and countersink items which are not factory
prepared for anchorage fasteners. Space fasteners and anchorage as indicated in accordance with
industry standards.
B.C.
LOCATIONS: Unless otherwise indicated, locate hardware in accordance with the drawings. Questions
related to hardware locations shall be referred to the General Contractor.
B.D.
ADJUSTMENT AND CLEANING: Adjust and check each item of hardware and each door to ensure
proper operation and function of each unit. Lubricate all moving parts with graphite type lubricant,
unless otherwise recommended by the manufacturer. Replace all hardware which cannot be
lubricated and adjusted to operate freely and smoothly.
B.E.
FINAL ADJUSTMENT: Whenever the hardware installation is made more than (1) month prior to
acceptance of the work, make final adjustment and verify working condition of the hardware during
the week immediately prior to acceptance. Clean and re-lubricate operating items as necessary to
restore proper functioning and finish of hardware and doors. Make final adjustment of lock sets and
closures to compensate for operation of heating and ventilating systems under the supervision of the
manufacturer's representative.
B.F.
BUMPERS: Provide and install wall or floor bumpers for each door.
B.G.
OVERHEAD ROLLING GRILLES: Closure to have emergency release mechanism, keyed motor control,
inside and outside of closure with 7-pin cylinders. Grille lock to have 7-pin standard mortise cylinder. See
electrical drawings for security system specification. Verify mounting of hardware with Landlord
representative.
B.G.A.
FINAL ADJUSTMENT: Whenever the hardware installation is made more than (1) month prior to
acceptance of the work, make final adjustment and verify working condition of the hardware
during the week immediately prior to acceptance. Clean and re-lubricate operating items as
necessary to restore proper functioning and finish of hardware and doors. Make final adjustment of
lock sets and closures to compensate for operation of heating and ventilating systems under the
supervision of the manufacturer's representative.
IO
© 2017 by Stoa Studios, all rights reserved. All drawings, illustrations, ideas, and other information contained on this sheet are the property of Stoa Studios and may not be reproduced either wholly or in part in any manner without the express written consent of Stoa Studios.
DIVISION 8: DOORS & WINDOWS (CONTINUED)
Issue:
1 PERMIT SET
2
3
4
5
6
7
8
9
10
11
12
13
14
15
08 FEB 2017
Drawing:
SPECS • ARCHITECTURAL • 2
SCALE: Varies
Sheet:
A004
E
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E
H IT CT
09
ST OA
09
01
103
02
Studios
ANIHCTS
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2A
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UNISEX
01
101
102
SALES FLOOR
STOCK
03
DEMISING WALL
LEASE LINE
07
Architect Contact Information & Seal:
STOA STUDIOS
Architect
06
04
01
04
52 Riley Rd Ste 374
Celebration, FL 34747
(407) 749-0789
[email protected]
stoastudios.com
TX Lic. #22626
01
All reused material and
equipment must be refurbished
to “like new” condition.
09
09
Engineer Contact Information & Seal:
DEMISING WALL / ADJACENT TENANT
EPG ENGINEERING
01
PLAN • DEMO • FLOOR
A101
Scale: 1/4" = 1'-0"
ft
1
2
4
Engineer
1325 S. Bumby Ave
Orlando, FL 32806
(407) 896-7411
[email protected]
www.epg-eng.com
FL Lic. #PE43599
FL Lic. #PE72998
8
NOTE
VERIFY DIMENSIONS OF EXISTING CONDITIONS IN FIELD, IF SUBSTANTIVE DISCREPANCIES ARE DISCOVERED BETWEEN ACTUAL
EXISTING CONDITIONS AND WHAT IS SHOWN IN THE DRAWINGS, NOTIFY ARCHITECT IMMEDIATELY
Project:
103
UNISEX
17
DEMISING WALL / ADJACENT TENANT
15
08
Lakeland Square Mall • Suite #712 • Lakeland, Florida
13
14
Tenant Improvement
11
DEMISING WALL
SALES FLOOR
08
10
16
17
12
E/ A.C.T. DEMO
101
E/ EXISTING WALL
E/ EXISTING SOFFIT
10
LEASE LINE
© 2017 by Stoa Studios, all rights reserved. All drawings, illustrations, ideas, and other information contained on this sheet are the property of Stoa Studios and may not be reproduced either wholly or in part in any manner without the express written consent of Stoa Studios.
05
03
S ARC
DEMISING WALL / ADJACENT TENANT
Provide temporary construction
barricade prior to
commencement of construction,
per instructions of local Rouse
Properties representative.
Do not fasten to mall finish material.
T
A S UD
IO
S TO
Architect:
DEMISING WALL / ADJACENT TENANT
102
STOCK
02
A101
PLAN • DEMO • CEILING
Scale: 1/4" = 1'-0"
ft
1
2
4
8
NOTE
VERIFY DIMENSIONS OF EXISTING CONDITIONS IN FIELD, IF SUBSTANTIVE DISCREPANCIES ARE DISCOVERED BETWEEN ACTUAL
EXISTING CONDITIONS AND WHAT IS SHOWN IN THE DRAWINGS, NOTIFY ARCHITECT IMMEDIATELY
WALL TYPE LEGEND
EXISTING WALL TO BE DEMOLISHED
A
EXISTING DEMISING WALL
1HR Fire Rating
2x6 Metal Stud Frame
(1) Layer 5/8" Type-X Gyp. Board @ Each Side
Extends to Roof Deck Above
B
EXISTING 3 5/8" PARTITION
22ga Metal Stud Frame
(1) Layer 5/8" Type-X Gyp. Board @ Each Side
C
NEW 3 5/8" PARTITION
22ga Metal Stud Frame
(1) Layer 5/8" Type-X Gyp. Board @ Each Side
12'-0" Height
PRE-DEMOLITION
1.
GC and demolition subcontractor shall be responsible for verification of all
existing field conditions so as to become familiarwith the demolition and/or
removal work which may be required to produce the end results intended in
the construction documents. Verification shall be conducted prior to
commencement of any demolition work. Report any discrepancy (from
conditions and dimensions indicated) on these drawings to the Architect prior
to commencement of work.
2.
GC shall verify working hours with mall management when heavy demolition
is required.
3.
GC shall be responsible for obtaining all required permits and pay all fees as
part of the work required for this project.
4.
Prior to commencement of demolition work, GC shall coordinate the removal
of any and all plumbing, electrical, mechanical, and/or architectural items,
including wall partitions, with the corresponding subcontractor.
5.
All finishes, materials, systems, etc. which are to remain shall be restored to
'like new' condition.
DEMOLITION DEBRIS
6.
Remove all debris to dumpster area as designated by the Landlord.
Demolition subcontractor shall provide the dumpster unless otherwise
indicated.
7.
Removal of construction debris is the responsibility of the demolition
subcontractor.
8.
Demolition subcontractor shall provide removal & insurance of the debris box.
9.
Demolish and remove from the premises in a manner acceptable to all
jurisdictional agencies, the Landlord, and the GC.
10. The site shall be cleared of all demolished components & debris at least once
per day or more often if required to maintain safe working conditions. GC
shall verify approved methods & locations for removal with the mall
management.
GENERAL
11. The renovation work described in the construction documents anticipates the
demolition of existing construction in part or in its entirety and the removal,
relocation, and re-powering of certain construction materials and
equipment.
12. Care shall be taken to not remove or damage any work which may affect
the use or operation of any other premises or tenant. Any such damage or
removal shall be immediately repaired or replaced at the sole cost of the
subcontractor.
13. All existing areas scheduled to remain that are damaged during demolition
shall be patched, repaired, and finished as required to match adjacent
construction. Any such damage or removal shall be immediately repaired or
replaced at the sole cost of the subcontractor.
14. Electrical fixtures, outlets, junction boxes, conduit, piping, panels, transformers,
etc., are to be disconnected and/or removed as applicable to the new floor
plan as noted in the electrical drawings.
15. All abandoned items (equipment, wiring, plumbing, blocking, etc.) shall be
completely removed from the space.
16. GC shall provide temporary bracing, shoring, and supports as required for
existing structural systems to prevent damage during construction.
17. Sprinkler subcontractor shall relocate and/or provide new sprinkler heads as
required and so as not to interfere with lighting fixtures, HVAC, grilles, etc. All
work shall conform to local and NFPA codes. Center sprinkler heads in ceiling
tile where applicable. Notify mall management prior to shutting off any
valves.
Issue:
DEMOLITION PLAN KEYNOTES
DEMOLITION PLAN GENERAL NOTES
01
REMOVE INTERIOR PARTITION WALLS
Remove existing walls as noted, including all attached components (doors,
trim, etc...)
02
CREATE OPENING IN EXISTING WALL
Remove indicated portion of existing wall to allow for installation of a new
door per the Proposed Floor Plan; verify door manufacturer's specified
rough opening dimensions prior to creation of opening.
03
DOOR REMOVAL
Remove existing door as indicated, along with all related components;
door is not proposed for re-use within Project
04
FLOOR REMOVAL
Remove existing finish flooring (carpet and vinyl tile) in entire existing Sales
Area and all portions of existing Stockroom proposed to be added to the
Sales Area. Remove all related components including wall base, adhesive
residue, etc.; fully prepare floor substrates for new Finish Flooring per Finish
Schedule
07
08
09
05
06
SINK REMOVAL
Remove existing wall-mounted lavatory; see Plumbing drawings for more
information
COMMUNICATIONS PANEL RELOCATION
Remove existing wall-mounted communications panel to allow for
constuction of new wall per Proposed Floor Plan; relocate to either side of
new wall, verify precise location in field
10
11
12
STOREFRONT DOOR HARDWARE REPLACEMENT
Replace existing door pulls with equivalent pulls in Satin Nickel or Stainless
Steel finish; also, verify that the doors have full 180˚operability; if the
existing hardware does not allow the right door to open completely up to
the interior face of storefront glass, replace with new hardware that does
enable this functionality, matched in finish to the existing hardware
CEILING DEMOLITION
Remove all existing acoustical ceiling tile and grid in the portion of the
existing Stockroom that is being added to the Sales Area; prepare this area
to receive a new hard ceiling per the Proposed Ceiling Plan
WALL FIXTURE REMOVAL
Remove all wall mouted components including fixtures, panels, wall base,
etc.; preapare gypsum board substrate to receive new painted finish per
Finish Schedule
LIGHTING REPLACEMENT
Remove existing 2x4 troffer fixture for replacement w/ new track-lighting
mounted to new hard ceiling; see Electrical sheets for more information
LIGHTING RELOCATION
Relocate existing 2x4 troffer fixture to adjacent ceiling tile to allow space
for new wall; see Electrical sheets for more information
HVAC SUPPLY DIFFUSER RELOCATION
Relocate existing 2x2 supply diffuser to adjacent ceiling tile to allow space
for new wall; maintain existing dimensions of all affected components
during relocation so that the existing balanced system is not impacted
13
EXHAUST FAN RELOCATION
Relocate existing restroom exhaust fan to acoustical ceiling above
(existing hard ceiling in restroom is being removed, see Keynote #15)
14
WALL SCONCE REPLACEMENT
Remove existing wall sconce; replace w/ new 2x4 troffer @ acoustical
ceiling above; see Electrical sheets for more information
15
CEILING REMOVAL
Remove existing hard ceiling over existing restroom, leaving the restroom
open all the way up to the existing acoustical tile ceiling above; repair
existing walls at points of attachment as necessary
16
CEILING REPAIR
Repair/patch existing gypsum board ceiling where existing pier is being
removed; match finish to existing ceiling
17
STOREFRONT RECLADDING
Remove existing aluminum storefront cladding @ storefront bulkhead;
preserve existing substrate and prepare to receive new cladding per A102
1 PERMIT SET
2
3
4
5
6
7
8
9
10
11
12
13
14
15
08 FEB 2017
Drawing:
PLAN • DEMOLITION
SCALE: 1/4" = 1'-0"
Sheet:
A101
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DEMISING WALL / ADJACENT TENANT
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ST OA
03
101
103
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Not for Construction 102
15
04
DEMISING WALL
SALES FLOOR
09
PRELIMINARY APPROVAL
E/ NEW SOFFIT ABOVE
E/ EXISTING SOFFIT ABOVE
LEASE LINE
Architect Contact Information & Seal:
STOA STUDIOS
Architect
14
52 Riley Rd Ste 374
Celebration, FL 34747
(407) 749-0789
[email protected]
stoastudios.com
TX Lic. #22626
102
CLOSET
01
Submit Sign Shop Dwgs for
02
14
LL Review. Include all mounting and
03
Lighting details
Engineer Contact Information & Seal:
DEMISING WALL / ADJACENT TENANT
01
PLAN • PROPOSED • FLOOR
A102
Scale: 1/4" = 1'-0"
ft
1
2
4
EPG ENGINEERING
Engineer
Patch and repair existing demising
1325 S. Bumby Ave
Orlando, FL 32806
(407) 896-7411
[email protected]
www.epg-eng.com
FL Lic. #PE43599
FL Lic. #PE72998
walls as necessary to maintain
8
the required fire rating.
Project:
103
02
UNISEX
DEMISING WALL / ADJACENT TENANT
EM
08
08
Lakeland Square Mall • Suite #712 • Lakeland, Florida
11
08
SALES FLOOR
X
08
Tenant Improvement
101
07
DEMISING WALL
E/ NEW SOFFIT ABOVE
12
E/ EXISTING SOFFIT ABOVE
13
LEASE LINE
11
13
06
08
08
EM
© 2017 by Stoa Studios, all rights reserved. All drawings, illustrations, ideas, and other information contained on this sheet are the property of Stoa Studios and may not be reproduced either wholly or in part in any manner without the express written consent of Stoa Studios.
All reused material and
equipment must be refurbished
to “like new” condition.
101
Studios
UNISEX
04
S ARC
02
T
A S UD
IO
S TO
Architect:
08
02
102
DEMISING WALL / ADJACENT TENANT
CLOSET
02
A102
PLAN • PROPOSED • CEILING
Scale: 1/4" = 1'-0"
ft
1
2
4
8
DOOR SCHEDULE
GENERAL
DOOR, FRAME, & HARDWARE
OTHER
ID#
LOCATION
FUNCTION
W
H
T
R.O.
FRAME
STYLE
MATERIAL
RATING
HDWR SET
MFG
MODEL
NOTES
101
Sales Area / Restroom
Swing
3'-0"
8'-0"
1 3/4"
3'-4"W x 8'-2"H
HM
Solid
HM
-
Lever Lockset
Curries
707 Series
Egress
102
Restroom / Closet
Swing
3'-0"
6'-8"
1 3/4"
3'-4"W x 6'-10"H
Existing
Existing
Existing
-
Existing
Existing
Existing
WALL TYPE LEGEND
EXISTING WALL TO BE DEMOLISHED
LINETYPE LEGEND
PATH OF EGRESS
A
DETAIL CROSS REFERENCE
EXISTING DEMISING WALL
1HR Fire Rating
2x6 Metal Stud Frame
(1) Layer 5/8" Type-X Gyp. Board @ Each Side
Extends to Roof Deck Above
B
EXISTING 3 5/8" PARTITION
22ga Metal Stud Frame
(1) Layer 5/8" Type-X Gyp. Board @ Each Side
C
NEW 3 5/8" PARTITION
22ga Metal Stud Frame
(1) Layer 5/8" Type-X Gyp. Board @ Each Side
12'-0" Height
LEASE LINE / CENTERLINE
Egress; relocate existing door to new location per plan
PROPOSED PLAN KEYNOTES
PROPOSED PLAN GENERAL NOTES
GENERAL
1.
Dimensions to new construction are from to rough framing U.O.N.
2.
GC is responsible to maintain the structural, architectural, and fire rated
integrity of the project area and other affected areas throughout the
duration of the project. All work, materials, and equipment provided by
GC shall be guaranteed for a minimum period of one year from date of
final acceptance; GC shall provide owner with all equipment manuals,
warranties, and operating instructions for GC provided equipment upon
final acceptance
3.
If conflicting information is discovered within the architectural drawings
and/or specifications, the better quality and/or greater quantity of work
and/or materials shall be assumed correct and submitted to Architect for
clarification
4.
All interior finish and trim materials shall meet applicable code
requirements for flame spread ratings
MILLWORK
1.
All millwork depicted herein shall comply with standards for custom grade
as specified in the current edition of the Architectural Woodworker Institute
Standards.
2.
All architectural woodwork shall be guaranteed to be of good material
and workmanship and free from defects that render it unserviceable for
the use for which it is intended for a period of one (1) year after approved
final installation.
3.
All architectural millwork shall be factory finished with field work limited to
touch-up only
4.
All architectural woodwork occurring on vertical surfaces shall meet
standards for Class A(1) requirements
5.
All hardware shall be stainless steel or brushed nickel
ELECTRICAL
1.
All switches, receptacles, wall plates, etc... shall be bright white finish unless
otherwise noted.
2.
All receptacles shall be 18"AFF unless otherwise noted.
3.
All switches shall be 48" AFF unless otherwise noted.
4.
Convenience outlets shall be mounted and spaced as required by code
unless otherwise noted.
01
EXISTING STOREFRONT DOORS
Existing glass storefront doors to remain; after removal of the adjacent pier per A101, verify
that the existing pivot hardware provides full 135˚opening operability; if it is discovered that
the existing pivot hardware does not provide this operability, replace existing pivot hardware
with new hardware that does provide his operability, matched to exsting in appearance
02
STOREFRONT BULKHEAD CLADDING
Provide new 1" x 15" #1 grade poplar wood trim @ existing storefront bulkhead, replacing the
old aluminum bulkhead cladding removed per A101; paint new trim per Finish Schedule
03
EXISTING STOREFRONT GLAZING
Existing tempered glass storefront glazing and aluminum rails to remain as-is
04
NEW/RELOCATED DOOR
Relocate existing Restroom/Closet door to new dividing wall per plan; provide new door
from Sales Area to Restroom; see Door Schedule for more information
05
NEW FINISH FLOORING
Replace ALL existing flooring in Sales Area with new flooring per Finish Schedule
06
09
RELOCATED COMMUNICATIONS PANEL
Relocate existing communications control panel displaced by proposed new wall;
coordinate actual location in field, intended location is approximately above and to the
left of the existing location
10
WALL ACCENT GRAPHIC
Adhere new 'Beya Beya' graphic to full length/width of center of wall as indicated on plan;
GC to obtain graphic directly from Owner
11
CEILING TILE REPLACEMENT
Replace all existing ceiling tiles with new tiles per Finish Schedule
12
STOREFRONT SIGNAGE
New 16"H x 3"D 20ga aluminum channel letters adhered directly to existing storefront glass
transom above existing storefront doors; gloss black powder-coated finish; provide solid, flat
rear surface, matt black color w/ uniform adhesive distribution across entire back surface of
letters; see A701 for elevation information; font is 'Avant Garde'
13
CEILING RECONFIGURATION
Adjust location of existing troffer lighting and HVAC diffusers as necessary where new walls
interfere with existing locations; new locations proposed in plan are adjacent to existing
location, and no modification to existing duct work and/or circuiting is proposed
CEILING REPARATION
All areas of hard ceiling in the storefront area shall be blended/finished at a uniform
elevation with seamless transitions between renovated and undisturbed areas
07
NEW HARD SOFFIT
Provide a new 5/8" gypsum soffit over 3 5/8" 22ga metal framing in new expanded area of
Sales Area; see A501 for detail
08
NEW LIGHTING
See Electrical sheets for new lighting information
14
15
NEW PARTITION WALL
12'H 3 5/8"W 22ga metal stud wall, studs @ 24"o.c. max w/ 5/8" gypsum board cladding; see
A501 for detail; where new walls are proposed in extension of existing walls, verify in field
that wall thickness and gypsum board thickness match the existing wall; ensure that the
Sales Area side of the transition is seamless and undetectable after finishing
LAVATORY RELOCATION
Relocate existing lavatory and all related accessories per plan; see MP-1 for more info
Issue:
1 PERMIT SET
2
3
4
5
6
7
8
9
10
11
12
13
14
15
08 FEB 2017
Drawing:
PLAN • PROPOSED
SCALE: 1/4" = 1'-0"
Sheet:
A102
5'-0"
6"
5'-0"
6"
5'-0"
6"
5'-0"
1'-5"
E
UR
6"
E
H IT CT
5'-0"
3'-8"
FF17
2'-7"
FF10
1"
2'-8"
FF10
FF17
WF08-5W
WF08-5W
WF08-5W
5'-4"
3'-6"
3'-2"
2'-8"
3'-6"
FF15-18W
3'-6"
FF15-36W
4'-3"
WF08-5W
WF08-5W
WF08-5W
CLOSET
5'-0"
6"
5'-0"
6"
5'-0"
01
PLAN • PROPOSED • FIXTURE
A103
Scale: 1/4" = 1'-0"
ft
1
2
4
6"
5'-0"
STOA STUDIOS
Architect
EX. SHELF
Engineer Contact Information & Seal:
DEMISING WALL / ADJACENT TENANT
11"
Architect Contact Information & Seal:
52 Riley Rd Ste 374
Celebration, FL 34747
(407) 749-0789
[email protected]
stoastudios.com
TX Lic. #22626
102
OPEN SHELVING
2'-8"
2'-6"
2'-7"
6"
2'-6"
FF17
FF15-18W
DEMISING WALL
CW-03
5'-8"
3'-4"
3'-4"
SALES FLOOR
3'-1
3'-5
"
1'-6"
2'-8"
101
3'-0"
3'-4"
FF16
Studios
UNISEX
2'-6"
ANIHCTS
YFU
R
O
8O
-R8T
EC
3A
R
3NVT
2A
A-IB
K
V
L
2'-8
"
LEASE LINE
FF17
2'-6"
ST OA
103
3'-0"
"
2'-8
6"
5'-0"
6"
5'-0"
EPG ENGINEERING
Engineer
9" 1'-6"
1325 S. Bumby Ave
Orlando, FL 32806
(407) 896-7411
[email protected]
www.epg-eng.com
FL Lic. #PE43599
FL Lic. #PE72998
8
Project:
P1
Lakeland Square Mall • Suite #712 • Lakeland, Florida
P1
DEMISING WALL / ADJACENT TENANT
103
SALES FLOOR
P2
P2
101
P2
6" PINE
CT1
Tenant Improvement
ANIHCTS
YFU
R
O
8O
-R8T
E
C
3A
R
3
NVT
2A
A-IB
K
V
L
P3
P2
DEMISING WALL
LEASE LINE
UNISEX
102
CLOSET
P1
DEMISING WALL / ADJACENT TENANT
PLAN • PROPOSED • FINISH
02
Scale: 1/4" = 1'-0"
A103
ft
GENERAL FIXTURE NOTES
FINISH TAG
XX-#
CEILING
WAINSCOT
W
TYPICAL - CEILING
TYPICAL - WAINSCOT
2
8
4
Issue:
DESIGN
MOUNT
MANUFACTURER
MODEL
QTY
L
D
H
MATERIAL
FINISH TYPE
FINISH SELECTION
Cashwrap
Floor
Provided By Owner
N/A
1
54"
30"
48"
MDF/HPL
HPL
Gloss White
Square Table - Large
Floor
Provided By Owner
N/A
1
48"
48"
30"
MDF/HPL
HPL
Matte White
FF15-18W
Gondola Display
Floor
Provided By Owner
N/A
1
18"
24"
30"
MDF/HPL
HPL
Matte White
FF15-36W
Gondola Display
Floor
Provided By Owner
N/A
1
36"
24"
30"
MDF/HPL
HPL
Matte White
FF16
Round Table - Med
Floor
Provided By Owner
N/A
1
48"
48"
30"
MDF/HPL
HPL
Matte White
FF17
Round Table - Small
Floor
Provided By Owner
N/A
1
36"
36"
30"
MDF/HPL
HPL
Matte White
Wall Fixture
Wall
Provided By Owner
N/A
12
60"
8"
96"
Aluminum
Powder Coated
Semi-gloss White
ID#
***NOTE***
All fixtures are currently in storage or in-use at other Beya stores
unless otherwise noted. Owner will provide all fixtures, and
coordinate details of delivery to project site directly with GC.
1
FIXTURE SCHEDULE
GENERAL
DESCRIPTION
CW03
FF10
WF08-5W
NOTES
6"W continuous frame w/ inset aluminum slatwall; see E101 for backlighting information
W
TYPICAL - WALLS
W
© 2017 by Stoa Studios, all rights reserved. All drawings, illustrations, ideas, and other information contained on this sheet are the property of Stoa Studios and may not be reproduced either wholly or in part in any manner without the express written consent of Stoa Studios.
5"
WF08-5W
18"W x 72"H MIRROR
ADHERE TO DOOR
FF15-36W
2'-8"
5'-
WF08-5W
3'-6"
FF15-18W
WF08-5W
3'-6"
3'-6"
2'-11"
WF08-5W
3'-2"
WF08-5W
2'-8"
2'-2"
WF08-5W
SHELF
DEMISING WALL / ADJACENT TENANT
S ARC
6"
T
A S UD
IO
5'-0"
4'-11"
S TO
Architect:
W
BASE
FLOOR
TYPICAL - WALL BASE
TYPICAL - FLOOR FINISH
FINISH SCHEDULE
GENERAL
ID#
SUBSTRATE
DESCRIPTION
MAKE
STYLE
COLOR
DIMENSION
INSTALL
ADHESIVE
WARRANTY
Acrylic Paint
Sherwin Williams
Gloss Finish
Extra White #SW-7006
-
2-coat
-
-
-
Typical Paint - Interior
Gypsum Board / Wood
Acrylic Paint
Sherwin Williams
Gyp. Board: Eggshell • Trim: Semi-gloss
Extra White #SW-7006
-
2-coat
-
-
-
Typical Ceiling Paint
Gypsum Board / A.C.T.
Acrylic Paint
Sherwin Williams
Flat
Urbane Bronze #SW-7048
-
2-coat
-
-
-
Concrete
Ceramic Tile
Daltile
Match Point
Ivory White
24" x 24"
Per Mfg
Per Mfg
-
Grout: Laticrete #38 Riverrock; max 1/8" joints; install flush w/ existing mall tile @ storefront
Wilsonart or Equal
Matte Finish
Designer White #D354-60
-
Per Mfg
Per Mfg
-
-
USG or Equal
Flush Profile • Matte Finish
White
24" x 24"
Per Mfg
Per Mfg
-
Remove all existing ceiling tile, replace with proposed new tile noted herein
Typical Paint - Storefront
P2
P3
CT1
Typical Flooring
LM1
Typical Laminate Veneer
ACT1
Typical Ceiling Tile
MDF/Plywood
Existing Steel Grid
HPL
Acoustical Tile
08 FEB 2017
Drawing:
PRODUCT
Gypsum Board
DESCRIPTION
P1
1 PERMIT SET
2
3
4
5
6
7
8
9
10
11
12
13
14
15
NOTES
PLAN • FIXTURE & FINISH
SCALE: 1/4" = 1'-0"
Sheet:
A103
T
A S UD
S ARC
E
UR
IO
S TO
Architect:
E
H IT CT
ST OA
Architect Contact Information & Seal:
STOA STUDIOS
Architect
52 Riley Rd Ste 374
Celebration, FL 34747
(407) 749-0789
[email protected]
stoastudios.com
TX Lic. #22626
BULKHEAD RECLADDING
Re-clad existing storefront
bulkhead @ pop-out w/ new
1"x15" poplar trim, replacing
existing damaged aluminum
trim per A101; see Finish
Schedule for new finish
information
Engineer Contact Information & Seal:
EPG ENGINEERING
4'-0"
Engineer
EXISTING SOFFIT
Existing hard soffit to remain
NEW SIGNAGE
Adhere directly to storefront
glass, see A701 for elevation
and more information
NEW LIGHTING
Pendant-style CFL bay lighting
see E-1 for more information
CEILING TILE REPLACEMENT
Existing steel suspended ceiling
tile grid to remain in place;
replace all existing ceiling tiles
w/ new tiles per Finish
Schedule
NEW LIGHTING
Pendant-style CFL bay lighting
see E-1 for more information
NEW LIGHTING
Track lighting w/ adjustable
spotlights, see E-1 for more
information
NEW HARD SOFFIT
New 22ga metal framed soffit
w/ 5/8" gypsum board
cladding @ newly extended
Sales Area; fasten framing
directly to top chord of roof
truss above; provide cross
bracing both directions @
48"o.c. max
1325 S. Bumby Ave
Orlando, FL 32806
(407) 896-7411
[email protected]
www.epg-eng.com
FL Lic. #PE43599
FL Lic. #PE72998
EXISTING CEILING TILE
Existing acoustical ceiling tile
to remain in place
Project:
FLUSH FLOOR TRANSITION
See Detail #03 for more
information
01
A501
RESTROOM/CLOSET FLOORING
Existing to remain; wherever
patching is necessary, match
existing flooring
NEW WALL BASE
1x6 clear pine trim w/
painted finish per Finish
Schedule
Tenant Improvement
NEW FINISH FLOORING
Provide new porcelain tile
finish tile in place of existing
carpet throughout Sales
Area; see Finish Schedule
SECTION DETAIL
1/2" = 1'-0"
ft
.5
1
2
Lakeland Square Mall • Suite #712 • Lakeland, Florida
NEW PARTITION WALL
See Detail #02 for more
information
EXISTING STOREFRONT
Existing storefront glazing and
entry door to remain as-is
4
T/ PARTITION - EL. VARIES
TYPICAL GYPSUM BOARD
gypsum board typical, 58" gypsum
green board wherever plumbing
elements are within 6'-0" proximity
5
8"
TYPICAL WALL BLOCING
Provide intermediate blocking @
6'-0"o.c. max
Issue:
TYPICAL FRAMING
4" 20ga metal studs, typical for all
walls and soffits U.O.N.
EDGE OF EXISTING MALL TILE
© 2017 by Stoa Studios, all rights reserved. All drawings, illustrations, ideas, and other information contained on this sheet are the property of Stoa Studios and may not be reproduced either wholly or in part in any manner without the express written consent of Stoa Studios.
Studios
FLUSH TRANSITION
BRUSHED ALUMINUM STRIP BY SCHLUTER
EXISTING MALL TILE
SHOT PINS
1
8"
shot pins @ 24"o.c. max, minimum
2" embedment into concrete slab
TENANT'S NEW TILE
1 PERMIT SET
2
3
4
5
6
7
8
9
10
11
12
13
14
15
08 FEB 2017
Drawing:
03
A501
FLOORING TRANSITION
Scale: 1 1/2" = 1'-0"
ft
2"
4"
8"
01
A501
16"
TYPICAL PARTITION DETAIL
Scale: 1 1/2" = 1'-0"
ft
2"
4"
8"
DETAILS • GENERAL
SCALE: Varies
16"
Sheet:
A501
T
A S UD
1'-4"
ST OA
Not for Construction
B/ EXISTING A.C.T. CEILING
6"
B/ EXISTING A.C.T. CEILING • EL. 11'-10"
E
H IT CT
PRELIMINARY APPROVAL
B/ EXISTING SOFFIT • EL. 11'-4"
WALL GRAPHIC
60W x 24H
WALL GRAPHIC
60W x 24H
WALL GRAPHIC
60W x 24H
WALL GRAPHIC
60W x 24H
07
Studios
SHELF
SHELF
Submit Sign Shop Dwgs for
04
SHELF
WALL DISPLAY
WF08-5W
WALL DISPLAY
WF08-5W
WALL DISPLAY
WF08-5W
WALL DISPLAY
WF08-5W
WALL DISPLAY
WF08-5W
WALL DISPLAY
WF08-5W
ELEVATION • SIGN
01
09
SHELF
LL Review. Include all mounting and
Scale: 1 1/2" = 1'-0"
A701
ft
.33
.66
1.33
Lighting details
2.66
SHELF
SHELF
PAINTED PINE WALL BASE
06
03
A701
LANDLORD'S EXISTING CEILING
Patch and repair existing demising
LANDLORD'S EXISTING BULKHEAD
walls as necessary to maintain
ELEVATION • INTERIOR • LEFT
1
2
4
B/ EXISTING A.C.T. CEILING • EL. 11'-10"
EXISTING A.C.T. CEILING
PROVIDE
GRAPHIC
PROOFS FOR LL
REVIEW/
APPROVAL.
52 Riley Rd Ste 374
Celebration, FL 34747
(407) 749-0789
[email protected]
stoastudios.com
TX Lic. #22626
EPG ENGINEERING
Engineer
1325 S. Bumby Ave
Orlando, FL 32806
(407) 896-7411
[email protected]
www.epg-eng.com
FL Lic. #PE43599
FL Lic. #PE72998
LANDLORD'S EXISTING BULKHEAD TRIM
6"
EXISTING A.C.T. CEILING
SHELF
SHELF
SHELF
SHELF
WALL GRAPHIC
68W x 130H
SHELF
Project:
02
SHELF
08
09
T/ EXISTING STOREFRONT WALL • EL. 12'-4"
09
MIRROR
18"W
SHELF
LANDLORD'S EXISTING
BULKHEAD VENT
LANDLORD'S EXISTING BULKHEAD
SHELF
1'-0"
EXISTING STRUCTURAL PIER
07
11'-4"
Architect
Engineer Contact Information & Seal:
LANDLORD'S EXISTING BULKHEAD
8
B/ EXISTING SOFFIT • EL. 11'-4"
EXISTING ALUMINUM STOREFRONT CLADDING
T/ EXISTING GLAZING • EL. 11'-4"
SHELF
SHELF
SHELF
SHELF
T/ EXISTING FLOOR SLAB • EL. 0'-0"
04
PAINTED PINE WALL BASE
06
04
ELEVATION • INTERIOR • FRONT
05
ELEVATION • INTERIOR • REAR
A701
Scale: 1/4" = 1'-0"
A701
Scale: 1/4" = 1'-0"
4
8
ft
1
2
4
T/ EXISTING DOOR • EL. 8'-0"
8
B/ EXISTING A.C.T. CEILING
6"
B/ EXISTING A.C.T. CEILING • EL. 11'-10"
B/ EXISTING SOFFIT • EL. 11'-4"
07
WALL GRAPHIC
60W x 24H
WALL GRAPHIC
60W x 24H
WALL GRAPHIC
60W x 24H
WALL GRAPHIC
60W x 24H
WALL GRAPHIC
60W x 24H
SHELF
11'-4"
SHELF
SHELF
WALL DISPLAY
WF08-5W
09
SHELF
WALL DISPLAY
WF08-5W
WALL DISPLAY
WF08-5W
WALL DISPLAY
WF08-5W
WALL DISPLAY
WF08-5W
SHELF
WALL DISPLAY
WF08-5W
EXISTING STOREFRONT GLASS
WALL GRAPHIC
60W x 24H
8'-0"
2
11'-4"
1
12'-4"
ft
05
Tenant Improvement
11'-10"
STOA STUDIOS
the required fire rating.
Scale: 1/4" = 1'-0"
ft
Architect Contact Information & Seal:
Lakeland Square Mall • Suite #712 • Lakeland, Florida
EXISTING STOREFRONT GLASS
11'-4"
11'-10"
WALL GRAPHIC
60W x 24H
T/ EXISTING FLOOR SLAB • EL. 0'-0"
11'-10"
© 2017 by Stoa Studios, all rights reserved. All drawings, illustrations, ideas, and other information contained on this sheet are the property of Stoa Studios and may not be reproduced either wholly or in part in any manner without the express written consent of Stoa Studios.
WALL GRAPHIC
60W x 24H
S ARC
E
UR
IO
S TO
Architect:
03
01
03
SHELF
T/ EXISTING FLOOR SLAB • EL. 0'-0"
T/ EXISTING FLOOR SLAB • EL. 0'-0"
PAINTED PINE WALL BASE
EXISTING CONCRETE SLAB FLOOR
06
06
A701
ELEVATION • INTERIOR • RIGHT
Scale: 1/4" = 1'-0"
ft
1
2
ELEVATION • STOREFRONT
02
Scale: 1/2" = 1'-0"
A701
4
ft
8
.5
1
2
4
ELEVATION KEYNOTES
ADDITIONAL INFORMATION
01
EXISTING GLASS STOREFRONT DOORS
Existing doors to remain as-is; existing piers inside the store prevent opening of
the doors past 90˚; the right pier is proposed for demolition, after the right pier is
removed, verify that the pivots allow for full 180˚operability; if full
180˚operability is not possible with the existing pivots, replace the existing pivots
with new 180˚hinges matched in finish to the existing pivots
02
STOREFRONT BULKHEAD CLADDING
Provide new 1" x 15" #1 grade poplar wood trim @ existing storefront bulkhead,
replacing the old aluminum bulkhead cladding removed per A101; paint new
trim per Finish Schedule
03
EXISTING STOREFRONT GLAZING
Existing 1/2" thick x 10'-10"H tempered storefront glazing with polished stainless
steel top & bottom rails
04
NEW STOREFRONT SIGNAGE
16"H x 2"D aluminum channel letters, adhered directly to existing storefront glass
transom; adhered side of letters shall be solid black or solid dark gray in color;
gloss black finish @ face of letters
05
RE-FINISH EXISTING STOREFRONT SIDEWALL
Provide new coating @ existing pop-out side wall, see Finish Schedule
06
WALL BASE
1x6 painted pine wall base; clear-grade w/out knots; see Finish Schedule
07
WALL GRAPHICS
All wall graphics are vinyl prints adhered directly to wall by graphic vendor;
Owner/Tenant to provide actual graphic files to GC/Vendor for production
08
FITTING MIRROR
18"W x 72"H x 1/4" glass mirror, fastened directly to door
09
DISPLAY SHELVING
2"H cantilevered open shelving, laminate finish per Finish Schedule; depth/length
vary, see plan/elevation for dimensions
Issue:
1 PERMIT SET
2
3
4
5
6
7
8
9
10
11
12
13
14
15
08 FEB 2017
Drawing:
ELEVATIONS
SCALE: Varies
Sheet:
A701
Architect:
Studios
All reused material and
equipment must be refurbished
to “like new” condition.
Architect Contact Information & Seal:
Architect
Tenant is liable for compliance
with all requirements of Landlord’s
fire protection engineers
during original construction
and all subsequent field inspections.
2
Engineer Contact Information & Seal:
Engineer
Project:
Issue:
Drawing:
Sheet:
Architect:
Studios
Architect Contact Information & Seal:
Architect
Engineer Contact Information & Seal:
Engineer
1'-0"
1
Project:
2
INSERTS
STEEL OFFSET
WALL BRACKET
CINCH ANCHORS
U-BOLTS
U-BOLTS
TURNBUCKLE
ANGLE
U-BOLTS
ANGLE
WELDED STEEL
WALL BRACKET
I-BEAM
CLAMPS
WOOD
JOIST
U-BOLTS
EYE BOLTS
SEE PLAN
TURNBUCKLE
THRU-BOLT
ADJUSTABLE
PIPE STAND
CINCH ANCHORS
Issue:
3
Drawing:
Sheet:
Architect:
Studios
Architect Contact Information & Seal:
Architect
Engineer Contact Information & Seal:
Engineer
1
Project:
3
Issue:
2
Drawing:
Sheet:
Architect:
Studios
Architect Contact Information & Seal:
Architect
Engineer Contact Information & Seal:
01-161-40
Engineer
Project:
H
R
N
H
R
N
Issue:
Drawing:
Sheet: