Burger King Remodel
Sheet Index
THESE PLANS ARE DRAWN USING A LEGEND FORMAT. THE LEGENDS ON EACH SHEET
EXPLAIN THE MANY SYMBOLS USED THROUGHOUT THE PLANS.
A-1.0
COVER SHEET
SP-1
SITE PLAN & DETAILS
D-1.0
DEMOLITION FLOOR PLAN
D-2.0
DEMOLITION CEILING PLAN
A-2.0
FLOOR PLAN
A-2.1
ENLARGED FLOOR PLAN & INTERIOR ELEVATIONS
A-3.0
CEILING PLAN
A-3.1
ROOF PLAN
THIS PROJECT IS FOR A REMODEL OF AN EXISTING BURGER KING RESTAURANT. THE
REMODEL INCLUDES UPDATING THE EXTERIOR AND INTERIOR TO BURGER KING'S CURRENT
BRAND STANDARDS.
A-4.0
ROOM FINISH & DOOR SCHEDULES
A-4.1
DOOR SCHEDULE
THERE WILL ALSO BE UPDATES FOR ADA COMPLIANCE. THIS INCLUDES RECONFIGURATION
OF THE RESTROOMS AND UPDATING EXTERIOR SIDEWALKS AND RAMPS FOR COMPLIANCE.
A-5.0
EXTERIOR ELEVATIONS
A-5.1
EXTERIOR FINISH SCHEDULE
A-6.0
WALL SECTIONS
A-6.1
WALL SECTIONS
Project Scope of Work
A-6.2
WALL SECTIONS
A-7.0
DETAILS - ARCHITECTURAL
THIS PROJECT IS A REMODEL PROJECT OF AN EXISTING BUILDING. PROPOSED WORK
INCLUDES:
A-7.1
DETAILS - ARCHITECTURAL
A-8.0
MANUFACTURERS & SUPPLIERS DIRECTORY
E-1
POWER PLAN
E-2
LIGHTING PLAN
E-3
PANEL SCHEDULE / ONE LINE DIAGRAM
A SYMBOL SHOWN IN A LEGEND DOES NOT NECESSARILY MEAN THAT THE ITEM OCCURS
WITHIN THE SCOPE OF THIS PROJECT. REVIEW THE PLANS AND SPECIFICATIONS
CAREFULLY TO DETERMINE THE COMPLETE SCOPE OF WORK.
Store #14011
6495 Labeaux Ave. NE
Albertville, MN.
Specifications
How to read these plans.
About this project...
Location Map
THESE SPECIFICATIONS CONTAIN IMPORTANT INFORMATION RELATING TO BUILDING CODES, CITY ORDINANCES,
MATERIALS, AND METHODS.
DEMOLITION: - WALLS, CEILINGS, FIXTURES, ETC. AS SHOWN ON THE DEMO PLAN.
IMPROVEMENTS AS NECESSARY, SEE DIVISION 2 OF SPECIFICATIONS.
DIVISION 1
INSTRUCTIONS TO BIDDERS
EXTERIOR:
1.1 THESE DOCUMENTS ARE TO BE BID AS AN ENTIRE PACKAGE. NO CONSIDERATION WILL BE GIVEN TO THE
CONTRACTOR/SUBCONTRACTORS FOR ITEMS OMITTED DUE TO BIDDING OF PARTIAL DOCUMENTS.
INTERIOR:
2.1 VISIT THE SITE BEFORE SUBMITTING YOUR FINAL BID AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS
AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK. NO CONSIDERATION WILL BE GIVEN TO THE
CONTRACTOR/SUBCONTRACTORS FOR ITEMS OMITTED DUE TO LACK OF KNOWLEDGE OF EXISTING UNCONCEALED SITE
CONDITIONS. THE SUBMISSION OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER
CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED, OR FOR ANY DIFFICULTIES ENCOUNTERED WHICH COULD
HAVE BEEN FORESEEN HAD AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED
- UPDATING THE SITE ACCESSIBILITY AS SHOWN ON THE SITE PLAN
- UPDATING THE EXTERIOR BUILDING FINISHES
- ALL EXTERIOR SIGNAGE WILL BE UNDER SEPARATE PERMIT.
architecture.us
phone: 1.888.666.0931
Project Team:
- NON-LOAD BEARING INTERIOR PARTITIONS
- ROOM FINISHES TO INCLUDE PAINT, TILE, AND ACOUSTICAL CEILING.
MECHANICAL: - ROOF TOP UNITS ARE EXISTING.
- MECHANICAL SYSTEM IS EXISTING AND WILL NOT BE MODIFIED FOR THIS
PROJECT. RELOCATE DIFFUSERS AND GRILLES AS REQUIRED TO AVOID
CONFLICTS WITH NEW CONSTRUCTION. RE-BALANCE AS REQUIRED.
3.1 DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ALWAYS TAKE PRECEDENCE OVER THE SCALE OF A DRAWING.
PLUMBING:
4.1 INCLUDE IN YOUR BID THE FOLLOWING ADDITIONAL ITEMS:
a. ITEMS TO BE REMOVED IN ORDER TO COMPLETE THE PROJECT. REFER TO DIVISION 2.
b. ITEMS TO BE RELOCATED IN ORDER TO COMPLETE THE PROJECT. REFER TO OTHER DIVISIONS WITHIN THESE
SPECIFICATIONS.
ELECTRICAL: - ADD OUTLETS FOR GENERAL USE
- MODIFY LIGHT FIXTURES
- ELECTRICAL PANELS ARE EXISTING
5.1 IF YOU SHOULD FIND APPARENT CONFLICTS IN, OR OMISSIONS FROM THESE DOCUMENTS OR BE IN DOUBT AS TO
THEIR MEANING, CONTACT ONE ARCHITECTURE IN WRITING PRIOR TO SUBMITTING A FINAL BID.
FIRE ALARM: - NOT INCLUDED UNDER THIS PERMIT. SEE GENERAL NOTES THIS SHEET.
7.1 ANY INTERPRETATION, CORRECTION OR CHANGE OF THE BIDDING DOCUMENTS WILL BE MADE BY ADDENDUM.
INTERPRETATIONS, CORRECTIONS OR CHANGES OF THE BIDDING DOCUMENTS MADE IN ANY OTHER MANNER WILL NOT
BE BINDING, AND BIDDERS SHALL NOT RELY UPON SUCH INTERPRETATIONS, CORRECTIONS AND CHANGES.
(SEE PLANS FOR FULL DESCRIPTION OF WORK)
8.1 SUBSTITUTIONS
a. NO SUBSTITUTIONS WILL BE CONSIDERED DURING THE BIDDING PERIOD.
b. CONTRACTOR'S BIDS SHALL BE BASED ON PROVIDING MATERIALS AND EQUIPMENT AS SPECIFIED.
c. THE MATERIALS, PRODUCTS, AND EQUIPMENT DESCRIBED IN THE BIDDING DOCUMENTS ESTABLISH A STANDARD
OF REQUIRED FUNCTION, QUALITY TO BE MET BY ANY PROPOSED SUBSTITUTION.
d. THERE SHALL BE NO SUBSTITUTIONS UNLESS AN ITEM IS SPECIFICALLY DESIGNATED AS "OR EQUAL." ALL OTHER
ITEMS SHALL BE PROVIDED EXACTLY AS SPECIFIED.
e. SUBSTITUTIONS FOR ITEMS SPECIFIED "OR EQUAL" SHALL BE CONSIDERED ONLY AFTER BIDS HAVE BEEN
SUBMITTED. THE BURDEN OF PROOF OR MERIT OF THE PROPOSED SUBSTITUTION IS UPON THE PROPOSER. THE
ARCHITECT'S DECISION OF APPROVAL OR DISAPPROVAL OF A PROPOSED SUBSTITUTION SHALL BE FINAL.
A. SITE IMPROVEMENTS, LANDSCAPING, PARKING, SHELL STRUCTURE, WATER AND
SEWER MAIN LINES, AND ELECTRICAL DISTRIBUTION ARE EXISTING SYSTEMS AND ARE TO
BE MODIFIED ONLY TO THE EXTENT SHOWN IN THESE DOCUMENTS.
10.1 CONTRACTOR, DURING PRE-BID SITE VISIT, SHALL TAKE NOTICE OF ANY VISUALLY APPARENT CODE VOILATIONS
AND ALLOW IN HIS/HER BID FOR CORRECTING SUCH VIOLATIONS.
B. ALL PRODUCTS LISTED BY ICC, UL OR EQUIVALENT NUMBERS SHALL BE INSTALLED
PER THE REPORT AND MANUFACTURER'S WRITTEN INSTRUCTION. PRODUCT
SUBSTITUTION FOR PRODUCTS LISTED SHALL ALSO HAVE AN APPROVED EVALUATION
REPORT OR BE APPROVED AND LISTED BY OTHER NATIONALLY RECOGNIZED TESTING
AGENCIES.
CONTRACTOR'S RESPONSIBILITIES
1.1 THE CONTRACTOR SHALL FILE FOR ALL REQUIRED INSPECTIONS WITH ALL APPLICABLE AGENCIES.
2012
2012
2012
2012
2012
2012
2012
2012
INTERNATIONAL BUILDING CODE
INTERNATIONAL MECHANICAL CODE
INTERNATIONAL PLUMBING CODE
NATIONAL ELECTRICAL CODE
INTERNATIONAL FUEL GAS CODE
INTERNATIONAL ENERGY CONSERVATION CODE
INTERNATIONAL EXISTING BUILDING CODE
INTERNATIONAL FIRE CODE
EXISTING ZONING:
C-2
CONSTRUCTION TYPE:
V-B
BUILDING AREA:
OCCUPANCY TYPE:
with A.F.E.S.
4035 s.f. (EXISTING)
A-2, RESTAURANT
OCCUPANT LOAD:
ACCESSORY
STORAGE, MECH EQUIP:
2.1 THE CONTRACTOR SHALL PAY ALL PERMIT FEES, IMPACT FEES, UTILITY FEES, AND ANY OTHER FEES ASSOCIATED
WITH THE PERMIT AND INSPECTION PROCESS.
C. FIRE SPRINKLER APPROVALS ARE NOT INCLUDED UNDER THIS PERMIT. BEFORE
COMMENCING ANY WORK ON THE SPRINKLER SYSTEM, PLANS MUST BE SUBMITTED TO
AND APPROVED BY THE BUILDING DEPARTMENT. THE SYSTEM MUST BE INSPECTED AND
APPROVED BY THE BUILDING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY.
OWNER'S OBLIGATIONS
1.1 THE OWNER WILL PAY FOR ALL CHANGES TO THE WORK RESULTING FROM CONDITIONS THAT COULD NOT HAVE
BEEN KNOWN TO THE CONTRACTOR OR ONE ARCHITECTURE BY VISUAL INSPECTION OF THE SITE.
D. FIRE ALARM SYSTEM APPROVALS ARE NOT INCLUDED UNDER THIS PERMIT. BEFORE
COMMENCING ANY WORK ON THE ALARM SYSTEM, PLANS AND CUT SHEETS MUST BE
SUBMITTED TO AND APPROVED BY THE BUILDING DEPARTMENT. THE SYSTEM MUST BE
INSPECTED AND APPROVED BY THE BUILDING DEPARTMENT PRIOR TO A CERTIFICATE OF
OCCUPANCY.
2.1 THE OWNER WILL MAKE THE SITE ACCESSIBLE TO THE CONTRACTOR DURING THE PERIOD OF CONSTRUCTION, AND
WILL NOT HOLD THE CONTRACTOR RESPONSIBLE FOR TIME DELAYS OR COST INCREASES CAUSED BY OWNER OR
TENANT ACTIONS.
DIVISION 3
E. ALL EXISTING MATERIALS AND FINISHES THAT ARE TO REMAIN ARE TO BE PROTECTED
DURING DEMOLITION AND CONSTRUCTION AGAINST DAMAGE AND SOILING. CONTRACTOR
IS RESPONSIBLE TO REPAIR OR REPLACE ANY ITEMS DAMAGED WHICH ARE NOT PART OF
THE SCOPE OF WORK SHOWN ON THESE DRAWINGS AT THE CONTRACTORS EXPENSE.
CONCRETE
1.1 CLEAN, GRIND, FILL AND LEVEL ALL EXISTING CONCRETE TO RECEIVE NEW FLOORING, STAINING OR SEALING.
751 / 300
=
02.50 USE 3
Revisions
ASSEMBLY
TABLES & CHAIRS:
1923 / 15
=
128.2 USE 129
OFFICE:
105 / 100
=
01.05 USE 1
KITCHENS (COMMERCIAL):
795 / 200
=
03.96 USE 4
TOTAL:
EXITS REQUIRED:
EXITS PROVIDED:
135.71 USE 137
2
3 (EXISTING)
Parking Calculations
Vicinity Map
4.1 ALL TRENCHES SHALL BE BACKFILLED IN LIFTS OF NOT GREATER THAN 6" AND RECOMPACTED TO 90% OF EXISTING
SOIL/PAD COMPACTION.
FOR THIS PROJECT:
DIVISION 17
ACCESSIBILITY REQUIREMENTS
1.1 ALL WORK SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT ARCHITECTURAL GUIDELINES (ADAAG) AND
ANSI STANDARDS A-117.1, LATEST EDITION.
PARKING REQUIRED:
THIS PROJECT
BURGER KING
50 EXISTING SPACES (INCLUDING 3 ACCESSIBLE SPACES)
TO REMAIN, NO CHANGE WITH THIS PROJECT.
3.1 ALL DOOR HANDLES SHALL BE LEVER TYPE. CENTER OF LEVER TO BE INSTALLED 36" ABOVE FINISH FLOOR.
4.1 LAVATORY FAUCETS SHALL BE LEVER TYPE.
5.1 HOT WATER AND DRAINPIPES UNDER LAVATORIES SHALL BE INSULATED.
6.1 TOILET PAPER DISPENSER SHALL BE CONTINUOUS FLOW TYPE.
Status of Documents
THIS
PROJECT
7.1 FLUSH CONTROL VALVE AT WATER CLOSET SHALL BE ON THE WIDE SIDE OF THE CLOSET AND MOUNTED AT NO
GREATER THAN 42" ABOVE THE FINISH FLOOR.
THESE PLANS ARE ISSUED FOR BIDDING AND PERMITTING. FINAL PLANS FOR CONSTRUCTION
WILL BE ISSUED AFTER APPROVAL BY ALL GOVERNING AGENCIES. AGENCY ITEMS AND ADDENDA
ITEM, IF ANY, WILL BE ADDED TO FINAL PLANS AND WILL BE PROPERLY NOTED AS SUCH.
Project Description:
2.1 ALL THRESHOLDS SHALL BE A MAXIMUM 1/2" HEIGHT AND BEVELED.
Albertville, MN
3.1 BACK POURED CONCRETE, WHERE SAW CUTTING HAS OCCURRED, SHALL BE SMOOTH AND LEVEL AND HAVE A
FINISH TO MATCH THE ADJACENT CONCRETE. USE 2,500 PSI CONCRETE OR HIGHER. PROVE #4 X 12" REBAR DOWELS AT
48" O/C, DRILLED AND DOWELED INTO SIDE OF CONCRETE AT ALL SAW CUT TRENCHES.
Store #14011
6495 Labeaux Ave, NE.
PER 10 FEET.
Burger King
4"
THIS PROJECT SHALL ADHERE TO THE FOLLOWING CODES:
Project Information
General Notes
9.1 CONTRACTORS ARE CAUTIONED TO COORDINATE ITEMS IN THEIR SCOPE OF WORK WITH OTHER TRADES.
1
City of Albertville Construction Codes
FIRE SPRINKLER:- NOT INCLUDED UNDER THIS PERMIT. SEE GENERAL NOTES THIS SHEET.
6.1 THE CONTRACTOR SHALL GIVE ONE ARCHITECTURE 48 HOURS TO RESEARCH AND REPLY TO ALL QUESTIONS. ONLY
WRITTEN RESPONSES FROM ONE ARCHITECTURE SHALL BE CONSIDERED VALID CHANGES TO THE SCOPE OF WORK.
2.1 FLOORS TO RECEIVE SHEET VINYL OR CERAMIC TILE SHALL NOT VARY MORE THAN
- MODIFY THE EXISTING RESTROOM(S) TO MEET ACCESSIBILITY STANDARDS
- EXISTING KITCHEN PLUMBING FIXTURES TO REMAIN
RAN # / ST-000
-Month 00, 0000
N
N
COPYRIGHT
2015, ONE ARCHITECTURE, PLC
A-1.0
Cover Sheet
Keynotes
WIDTH VARIES (SEE PLAN)
1' SAWCUT (MIN)
6"
1. EXISTING CONCRETE CURB AND GUTTER, TYPICAL.
3. EXISTING SIDEWALK, TYPICAL.
4. EXISTING PAVED PARKING / DRIVEWAY, TYPICAL.
18"
4"
8"
5" OR 6"
(SEE PLAN)
2. PROPERTY LINE.
4"
5. EXISTING SITE LIGHT.
OUTLETS
6. 4" THICK CONCRETE SIDEWALK, SEE DETAIL 5 ON THIS SHEET.
7. CONCRETE ACCESSIBLE SIDEWALK RAMP, SEE DETAIL 6 ON THIS SHEET.
8. EXISTING ASHPALT PAVING TO BE REMOVED AND REPLACED IN THE DOTTED
AREA. RESTRIPE PARKING AS SHOWN WITH 4" PAINTED WHITE STRIPES.
8"
9. PROVIDE CONCRETE WHEELSTOP AT ACCESSIBLE SPACES, TYPICAL. SEE DETAIL
3 & 6 ON THIS SHEET.
191'-4"
architecture.us
phone: 1.888.666.0931
10. 6" CONCRETE CURB, SEE DETAIL 2 ON THIS SHEET.
11. CONCRETE ACCESSIBLE SIDEWALK RAMP WITH RETURN CURBS. RAMP TO
TRANSITION FROM HIGHER SIDEWALK AT BUILDING ENTRY TO LOWER SIDEWALK AT
PARKING, SEE DETAIL 6 ON THIS SHEET, SIMILAR .
1
18'-0"
Vertical Concrete Curb,
Pavement & Sidewalk
12. ACCESSIBLE PARKING SIGN, TYPICAL AT EACH ACCESSIBLE SPACE. SEE DETAIL
4 & 6 ON THIS SHEET.
17
13. GENERAL CONTRACTOR TO REPLACE EXISTING RED ENTRY DOORS AND
HARDWARE. NO PAINT SILVER ALUMINIUM REMAINS.
SCALE: 1" = 1'-0"
24'-0"
35' BUILDING SETBACK LINE
General Notes
9'-0"
20'-0"
139'-1"
25'-2"
18"
5" OR 6"
(SEE PLAN)
6"
A. GENERAL CONTRACTOR TO REMOVE ALL EXISTING ENTRY ACCESS CURBS AND
REPLACE WITH NEW ENTRY ACCESS CURBS MEETING CURRENT ADA
STANDARDS. SEE DETAIL 6 ON SHEET SP-1.
23
B. GENERAL CONTRACTOR IS TO REPAIR / REPLACE ALL CRACKED AND DAMAGED
CONCRETE AROUND THE EXTERIOR OF THE BUILDING. GENERAL CONTRACTOR TO
VERIFY WITH OWNER THE EXACT LOCATIONS TO BE REPAIRED. GENERAL
CONTRACTOR TO PAY CLOSE ATTENTION OF THE MAIN ENTRY TO THE BUILDING AND
DRIVE-UP TO THE TRASH ENCLOSURE.
RA
24'-0"
P
E. GENERAL CONTRACTOR TO REPAIR EXISTING DENTS AT ALUMINUM TRIM AROUND
THE BUILDING.
F. GENERAL CONTRACTOR TO REPAINT ALL EXISTING BOLLARDS. VERIFY COLOR
WITH OWNER.
-0"
10'-8
"
18'
EXISTING
BURGER KING
4035.00 S.F.
G. GENERAL CONTRACTOR TO DISCUSS WITH THE OWNER ABOUT WHAT IS GOING TO
OCCUR WITH THE EXISTING BURGER KING SITE SIGNAGE. EXISTING SIGN MAY GO ON
A NEW 15' POLE. LIGHTING THE BK SIGNAGE TO BE LED.
INE
KL
ING
ILD
U
B
10'
WETLAND
BUFFER AREA
7'-0"
SE
H. ALL NEW SIGNAGE TO BE PROVIDED BY OWNER AND INSTALLED BY OWNER.
I. GENERAL CONTRACTOR TO PAINT THE EXISTING UTILITY BOXES AT THE BACK OF
THE BUILDING. COLOR TO BE EP-4.
J. INSTALL A NEW LED LIGHT BAND AT THE BUILDING PARAPET. PARAPET BAND
INSTALLED BY OWNER AS PART OF THE SIGNAGE PACKAGE.
144'0"
'-2"
200
K. GENERAL CONTRACTOR TO INSTALL A NEW 2" ELECTRICAL CONDUIT TO THE
EXISTING DRIVE-THROUGH MENU BOARDS. CONDUIT TO BE USED FOR FUTURE
DIGITAL DRIVE-THRU MENU BOARDS.
3"
3''-0"
R39'-8"
1/2"
6"
D. GENERAL CONTRACTOR TO PATCH, SEAL AND RE-STRIPE THE EXISTING PARKING
LOT. PARKING COUNT TO REMAIN THE SAME.
AC
TB
SCALE: 1" = 1'-0"
7"
-0"
M
RA
Vertical Concrete Curb
Adjacent to Pavement
C. ALL EXISTING PARKING LOT LIGHTING TO BE REPLACED WITH NEW LED LIGHT
FIXTURES. GENERAL CONTRACTOR TO PROVIDE AND INSTALL. REFER TO LIGHTING
SCHEDULE ON SHEET E-3 FOR FIXTURE TYPE. EXISTING LIGHT POLES TO REMAIN,
GENERAL CONTRACTOR TO PAINT POLES (BLACK).
11
-0"
18'
2
19'
MP
-0"
24'
2
R3'-3"
WETLAND
BUFFER AREA
"
0'-9
R4
Project Team:
L. GENERAL CONTRACTOR TO VERIFY WITH OWNER REGARDING EXTERIOR
FURNITURE. ANY FURNITURE TO REMAIN SHALL BE PAINTED. AREAS WHERE
FURNITURE IS TO BE REMOVED SHALL BE DISCOVERED.
WETLAND
BUFFER AREA
M. INSTALL A NEW CLEARANCE BAR AT THE DRIVE-THROUGH.
Revisions
'-3
46
N. GENERAL CONTRACTOR TO REMOVE THE EXISTING ROOF AND INSTALL A NEW
DUROLAST MEMBRANE ROOF.
"
O. GC PROVIDE NEW FOOTING FOR OCU AND CANOPY. OCU/CANOPY INSTALLED BY
OWNER.
6"
P. PROVIDE ELECTRICAL FOR WALL SIGNAGE
40'
1" = 20'-0"
3
Precast Concrete Wheelstop
SCALE: NOT TO SCALE
RESERVED
PARKING
VAN
Project Description:
1"
5'-0"
VARIES (SEE PLAN)
CROSS SLOPE: MAX 2%
MIN 1% (FOR DRAINAGE)
ACCESSIBLE
Albertville, MN
20'
Store #14011
6495 Labeaux Ave, NE.
Site Plan
10'
Burger King
N
0
RAN # / ST-000
-Month 00, 0000
4
Accessible Parking Sign
SCALE: NOT TO SCALE
5
Concrete Sidewalk
SCALE: 1/2" = 1'-0"
6
Accessible Parking - Ramp Walk
SCALE: NOT TO SCALE
SP-1
Site Plan
Demolition Wall Legend
CMU WALL
CMU WALL, WITH FURRING
WALL TO BE REMOVED
Existing Walls
EXISTING WALL
Doors
SEE DETAIL A5, SHEET A-7.0 FOR REQUIRED DOOR CLEARANCES.
architecture.us
phone: 1.888.666.0931
EXISTING DOOR OR PAIR OF DOORS.
Project Team:
EXISTING DOOR OR PAIR OF DOORS TO BE
REMOVED.
EXISTING DOOR OR PAIR OF DOORS TO BE
RELOCATED. (RELOCATE TO LOCATION OF
CORRESPONDING NEW DOOR).
POCKET DOOR.
Windows
EXISTING WINDOW
WINDOW TO BE REMOVED
Specifications
DIVISION 2
DEMOLITION
1.1 REMOVE ALL EXISTING FLOORING, WALLS, DOORS, CEILINGS, CASEWORK, ETC. AS
REQUIRED TO ALLOW FOR ALL NEW WORK.
2.1 REMOVE OR RELOCATE ALL COMPONENTS OF THE MECHANICAL, PLUMBING, FIRE
SPRINKLER AND ELECTRICAL SYSTEMS AS REQUIRED TO ALLOW FOR ALL NEW WORK.
RELOCATION OF ITEMS TO REMAIN SHALL COMPLY WITH ALL CODES AND ORDINANCES.
3.1 WHERE DEMOLITION HAS OCCURRED, REPAIR OR REPLACE ANY REMAINING FLOORS,
WALLS OR CEILINGS TO "LIKE NEW" CONDITION. MATCH ADJACENT NEW FINISHES.
4.1 OWNER WILL OCCUPY PORTIONS OF BUILDING IMMEDIATELY ADJACENT TO DEMOLITION
AREA. CONDUCT DEMOLITION SO OWNER'S OPERATIONS WILL NOT BE DISRUPTED.
5.1 EXISTING WARRANTIES: REMOVE, REPLACE, PATCH, AND REPAIR MATERIALS AND
SURFACES CUT OR DAMAGED DURING DEMOLITION, BY METHODS AND WITH MATERIALS SO
AS NOT TO VOID EXISTING WARRANTIES.
6.1 VERIFY THAT UTILITIES HAVE BEEN DISCONNECTED AND CAPPED BEFORE STARTING
DEMOLITION OPERATIONS.
7.1 SURVEY EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTS INDICATED TO
DETERMINE EXTENT OF DEMOLITION REQUIRED.
8.1 WHEN UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS THAT
CONFLICT WITH INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, INVESTIGATE AND
MEASURE THE NATURE AND EXTENT OF CONFLICT. PROMPTLY SUBMIT A WRITTEN REPORT
TO ARCHITECT.
9.1 EXISTING ITEMS TO REMAIN: PROTECT CONSTRUCTION INDICATED TO REMAIN
AGAINST DAMAGE AND SOILING DURING DEMOLITION. WHEN PERMITTED BY ARCHITECT,
ITEMS MAY BE REMOVED TO A SUITABLE, PROTECTED STORAGE LOCATION DURING
DEMOLITION AND REINSTALLED IN THEIR ORIGINAL LOCATIONS AFTER DEMOLITION
OPERATIONS ARE COMPLETE.
Revisions
10.1 CLEAN ADJACENT SURFACES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS
CAUSED BY DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO CONDITION EXISTING
BEFORE DEMOLITION OPERATIONS BEGAN.
13.1 LEGEND SYMBOLS ARE TYPICAL AND LOCATIONS ARE APPROXIMATE AND ARE NOT
INTENDED TO LIMIT THE AMOUNT OF DEMOLITION WORK. COORDINATE WITH EXISTING
CONDITIONS AND THESE NOTES AND REMOVE ALL APPLICABLE SYSTEMS AND
COMPONENTS CONFLICTING WITH FINISHED DESIGN INTENT.
14.1 ALL DEBRIS AND MATERIALS FROM THE BUILDING SHALL BE DISPOSED OF OFF THE
SITE IN A LEGAL MANNER. NO RECLAIMED LUMBER OR MATERIALS SHALL BE RE-USED
EXCEPT AS SPECIFICALLY APPROVED BY THE ARCHITECT OR OWNER.
15.1 WHERE DEMOLITION AND CUTTING WORK HAS OCCURRED OR WHERE EXISTING
SURFACES, MATERIALS OR OTHER ITEMS HAVE BEEN DAMAGED OR DISTURBED AS A
RESULT OF THIS CONTRACT, THE SAID SURFACES AND AREAS SHALL BE CAREFULLY
CLOSED UP, PATCHED AND FINISHED, AND/OR RESTORED AS REQUIRED TO BE
CONTIGUOUS TO EXISTING SURROUNDING SURFACES.
Demo Floor Plan Keynotes
1. GENERAL CONTRACTOR TO REMOVE THE EXISTING PLAY LAND EQUIPMENT AND
PREPARE THE SPACE FOR DECOR.
9. EXISTING QUE LINE SHALL BE REMOVED. CONTRACTOR SHALL PATCH/REPAIR THE
EXISTING FLOOR AS REQUIRED.
2. EXISTING HAND DRYER TO BE REMOVED.
10. REMOVE THE EXISTING SURFACE MOUNTER ELECTRIC WIRING AND JUNCTION BOX ON
WALL OUT SIDE OF THE PLAY LAND
16.1 WHERE ELECTRICAL NEEDS TO BE ABANDONED, REMOVE WIRE FROM OUTLET ALL THE
WAY BACK TO THE ELECTRICAL PANEL/SOURCE. ALL WORK SHALL BE DONE BY A LICENSED
ELECTRICIAN.
3. EXISTING ELECTRICAL PANEL(S), TO REMAIN.
4. GC TO REMOVE THE EXISTING DOOR AND FRAME IN BETWEEN THE PLAY LAND AND
12. REPLACE DAMAGED FRP PANELS WITH NEW TO MATCH EXISTING
5. EXISTING LOW DIVIDER AND QUE LINES TO BE REMOVED. CONTRACTOR SHALL
PATCH/REPAIR THE EXISTING FLOOR AS REQUIRED.
13. REPLACE ALL DAMAGED FLOOR BASE TILE
6. GENERAL CONTRACTOR TO REMOVE THE EXISTING TILE FLOOR AND PREPARE SLAB
BACK TO STUDS AND START AGAIN.
General Notes
A. ALL ITEMS SHOWN ON THIS PLAN WITH SOLID LINES ARE EXISTING TO REMAIN. ALL
ITEMS SHOWN WITH DASHED LINES ARE TO BE DEMO'D OR REMOVED AS NOTED.
15. REMOVE THE RED LAMINATE TRIM AT THE UNDERSIDE OF THE MENU BOARD AND
REPLACE WITH A U-SHAPED ALUMINUM CAP.
REPLACE WITH NEW ALUMINUM TRIM OR WRAP EXISTING LAMINATE WITH ALUMINUM
17.1 WHERE PLUMBING NEEDS TO BE ABANDONED, REMOVE ALL VENT STACK PIPE CAP &
ROOF PENETRATION. REMOVE ALL OVERHEAD WATER LINES BACK TO POINT OF ENTRY
(CAREFULLY VERIFY IF ANY LINES CAN BE RE-UTILIZED AS PART OF NEW BUILD OUT). ALL
UNDERGROUND SANITARY, GREASE OR WATER LINES SHALL BE CAPPED-OFF BELOW SLAB.
MAKE SURE ALL WATER HAS BEEN TURNED OFF PRIOR TO ANY WORK. ALL WORK SHALL BE
DONE BY A LICENSED PLUMBER.
18.1 WHERE GAS LINES OR SERVICE NEEDS TO BE ABANDONED, CAREFULLY REMOVE ALL
PIPING, SHUT-OFF VALVES & FITTING AS REQUIRED. GAS METER & REGULATOR SHALL BE
REMOVED BY UTILITY COMPANY. ALL WORK TO BE DONE BY A LICENSED
SUB-CONTRACTOR.
Albertville, MN
1/4" = 1'-0"
Store #14011
6495 Labeaux Ave, NE.
Demolition Floor Plan
Project Description:
N
12.1 CONTRACTOR SHALL COORDINATE SCOPE OF DEMOLITION WORK WITH PROPOSED
WORK. DO NOT DEMOLISH BEYOND THE SCOPE OF WORK TO BE PERFORMED.
CONTRACTOR IS RESPONSIBLE TO REPAIR OR REPLACE ANY ITEMS DAMAGED WHICH ARE
NOT PART OF THE SCOPE OF WORK SHOWN ON THESE DRAWINGS AT THE CONTRACTORS
EXPENSE.
Burger King
11.1 ANY ASBESTOS ENCOUNTERED DURING CONSTRUCTION SHALL BE REMOVED OR
ENCAPSULATED BY A LICENSED ASBESTOS CONTRACTOR IN ACCORDANCE WITH ALL STATE
AND LOCAL CODES.
RAN # / ST-000
--
16. REPLACE TOILETS, URINALS AND DOORS OF RESTROOMS.
8. GC TO REMOVE ALL STICKERS ON THE GLASS
Month 00, 0000
D-1.0
Demolition Floor Plan
Demo Ceiling Legend
2' X 2' CEILING GRID TO BE REMOVED
EXIT LIGHT TO BE REMOVED
TRACK & LIGHT FIXTURE TO BE REMOVED
2 X 4 FLUORESCENT NIGHT / EMERGENCY
LAY-IN FIXTURE TO BE REMOVED
2 X 4 FLUORESCENT LAY-IN FIXTURE TO BE
REMOVED
R
'R' INDICATES FIXTURE TO BE RELOCATED,
SEE CEILING PLAN SHEET A-3.0 FOR NEW
LOCATION
WALL MOUNTED SCONCE TO BE REMOVED
architecture.us
phone: 1.888.666.0931
WALL WASH SPOT LIGHT TO BE REMOVED
FLUORESCENT STRIP LIGHTS TO BE
REMOVED
Project Team:
CEILING MOUNTED LIGHT FIXTURE TO BE
REMOVED
RECESSED CAN LIGHT TO BE REMOVED
PENDANT LIGHT FIXTURE TO BE
REMOVED
WALL MOUNTED EMERGENCY LIGHT TO BE
REMOVED
GYPSUM BOARD CEILING TO BE REMOVED
EXISTING GYPSUM BOARD CEILING TO
REMAIN
2' X 4' CEILING GRID TO BE REMOVED
EXHAUST FAN GRILLE TO BE REMOVED
RETURN AIR GRILLE TO BE REMOVED
R
'R' INDICATES DIFFUSER / GRILLE TO BE
RELOCATED, SEE CEILING PLAN SHEET A-3.0
FOR NEW LOCATION
SUPPLY AIR DIFFUSER TO BE REMOVED
Demo Ceiling Keynotes
1. EXISTING MANSARD ROOF OVERHANG TO BE REMOVED.
2. EXISTING MANSARD LIGHTING TO BE REMOVED, TYPICAL.
3. REMOVE EXISTING CEILING AND GRID.
4. REPLACE OR PAINT EXISTING HVAC DIFFUSERS AND SPEAKERS. VERIFY W/OWNER.
General Notes
A. SEE DIVISION 2 - DEMOLITION OF THE SPECIFICATIONS ON SHEET D-1.0.
B. ITEMS SHOWN ON THE DEMO CEILING PLAN WITH DASHED LINES INDICATES IT IS TO BE
REMOVED OR RELOCATED. ITEMS SHOWN WITH SOLID LINES INDICATES AN ITEM TO
REMAIN. ITEMS SHOWN WITH 'E' ARE EXISTING AND TO REMAIN.
C. EXISTING SUPPLY AIR DIFFUSERS & RETURN AIR GRILLES TO BE REUSED IF POSSIBLE.
Albertville, MN
1/4" = 1'-0"
Store #14011
6495 Labeaux Ave, NE.
Demolition Ceiling Plan
Burger King
N
Project Description:
Revisions
RAN # / ST-000
-Month 00, 0000
D-2.0
Demolition Ceiling Plan
2
A-6.0
architecture.us
106A
phone: 1.888.666.0931
Project Team:
F1E
9
F5A
F5A
F5A
F5A
F5A
F5A
F5A
F5A
F5A
F5A
F5A
F5A
F5A
F5A
F1E
A-2.1
F5A
F5A
F1E
F5A
H
F4A
H
F4A
104
FMCT310C
106B
H
F4A
H
F4A
H
F4B
H
F4A
H
F4B
FMCT310C
H
F4A
H
F4A
102
105
H
F4B
H
F4A
H
F4A
H
F4B
5'-0" MANEUVERING
ZONE
H
F4A
FMCT310C
FCE1T2001 FCE1T2001
F5A
F5A
F5A
F5A
F5A
F5A
F5A
F5A
F5A
F5A
F5A
F5A
F5A
GRAIN
5'-0" MANEUVERING
ZONE
F5A
F5A
F5A
F5A
F5A
F5A
FCE1T2001
F5A
8
7
A-6.2
A-6.2
F5A
Revisions
Floor Plan
1/4" = 1'-0"
Floor Plan Keynotes
1. 34" A.F.F. SERVICE COUNTER ON LOW WALL, SEE DETAILS ON SHEET A-7.1.
COORDINATE COUNTERTOP/FINISHES INSTALLATION RESPONSIBILITIES WITH THE DECOR
SUPPLIER. FRONT EDGE OF COUNTERTOP TO ALIGN WITH FRONT OF BULKHEAD ABOVE.
MAX. HEIGHT OF COUNTERTOP IS 34" A.F.F.
2. DASHED LINE INDICATES LINE OF AWNING / CANOPY ABOVE.
General Notes
A. CONTRACTOR IS RESPONSIBLE FOR MOVING EXISTING BEVERAGE COUNTER BACK
TO ORIGINAL LOCATION AFTER INSTALLATION OF INTERIOR FINISHES.
B. PROVIDE CLASS K FIRE EXTINGUISHER (MIN. 1.5 GAL.) AT KITCHEN AREA IF NOT
EXISTING, VERIFY SIZE WITH FIRE MARSHALL. LOCATE WITHIN 30' OF VENTILATION
HOOD. GC TO VERIFY THAT NEWLY INSTALLED OR EXISTING FIRE EXTINGUISHER ARE
LOCATED PER LOCAL CODE REQUIREMENTS.
3. GC TO INSTALL NEW ROLL-UP WINDOW SHADES -CHAIN CONTROLLED ON THE
CAMERAS ARE IN WORKING ORDER.
D. GC TO REPLACE THE CLOSING HANDLE ON THE EXISTING ROOF HATCH
ADD A NEW SOFFIT, NEW CEILING TILE AND GRID (CLEANABLE), NEW LED LIGHTING .
5. EXISTING ELECTRICAL PANEL(S) LOCATION.
6.
FOR NEW MACHINE (LANCER 4500)
E. GC TO INSTALL NEW DIGITAL THERMOSTATS
F. GC IS RESPONSIBLE FOR PROVIDING NEW SECURITY LIGHTING AND EXIT SIGNS
G. INSTALL NEW CONVENIENT OUTLETS AROUND THE PERIMETER OF THE DINING ROOM
Albertville, MN
F5A
Store #14011
6495 Labeaux Ave, NE.
F5A
Project Description:
N
F5A
Burger King
F5A
7. PROVIDE DECAL INDICATING ACCESSIBLE ENTRY, SEE DETAIL A15 ON SHEET A-7.0 .
8. TV LOCATION, PROVIDE SUPPORT FOR T.V. MOUNTING BRACKET. VERIFY SIZE AND
EXACT LOCATION OF T.V. WITH DECOR SUPPLIER. T.V. PROVIDED BY TENANT.
9. INSTALL ALL NEW METAL CORNER GUARDS, REFER TO DETAIL A8 ON SHEET A-7.0.
10. GC TO REMOVE AND REPLACE DOOR AT THE EXISTING STORAGE CLOSET LOCATED
OUTSIDE OF THE RESTROOMS. REUSE THE EXISTING DOOR HARDWARE AND REPAINT
THE DOOR FRAME.
H. GC TO REMOVE THE EXISTING DAMAGED BOLT AND REPLACE WITH A NEW BOLT ON
THIRD STAIR AT ROOF HATCH ACCESS LADDER.
RAN # / ST-000
i. REUSE THE EXISTING EMERGENCY EXIT HARDWARE ON DOORS. GC TO VERIFY THAT IT
IS IN PROPER WORKING CONDITION AND REPAIR OR REPLACED IF DAMAGED.
-Month 00, 0000
A-2.0
Floor Plan
Restroom Accessories
MEN'S RESTROOM
ACCENT TILE
GRAB BAR: BOBRICK 250 LBF. MINIMUM - RE-USE EXISTING GRAB BARS
33" MIN. TO 36" MAX. HEIGHT TO THE TOP OF THE GRIPPING SURFACE.
PROVIDE THE REQUIRED QUANTITY AND LENGTH AS INDICATED ON THE DRAWINGS
OR AS REQUIRED BY THE GOVERNING CODE. THE BAR SHALL BE 1-1/2" IN DIAMETER
AND MOUNTED WITH 1-1/2" CLEARANCE FROM THE WALL.
NOTE: MIRROR TO BE
LOCATED AS DIRECTED BY
BRYAN ANDERSON
ACCENT TILE
NOTE: ALL GRAB BARS SHALL BE CAPABLE OF SUPPORTING A 250 LB.
CONCENTRATED LOAD PER IBC 1607.7.2. PROVIDE BLOCKING IN WALL AS
NECESSARY.
WALL MOUNTED SOAP DISPENSER AND HAND SANITIZER DISPENSER (36" MAX.
HEIGHT) G.C. PROVIDE AND INSTALL
NOTE: SOAP AND HAND SANITIZER DISPENSERS TO BE PROVIDED AT EACH
KITCHEN HANDSINK.
MIRROR: BOTTOM OF REFLECTIVE SURFACE AT 40" MAXIMUM HEIGHT. G.C. PROVIDE
AND INSTALL.
MODEL B-165-1836 (18"x36") STAINLESS STEEL CHANNEL FRAME MIRROR WITH THEFT
RESISTANT SCREWS BY BOBRICK OR APPROVED EQUIVALENT.
VERIFY PLACEMENT WITH OWNER PRIOR TO INSTALL.
architecture.us
phone: 1.888.666.0931
TOILET PAPER HOLDER: G.C. PROVIDE AND INSTALL
9" TWIN JUMBO MODEL #58250 BY NORTH AMERICAN CORPORATION.
Project Team:
XCELERATE WALL MOUNTED HAND DRYER WITH CORIAN SANDLEWOOD DRIP PANELS
BELOW PANEL. G.C. IS TO PROVIDE AND INSTALL
BABY CHANGING STATION: KOALA KARE #KB100-01 (HORIZONTAL) WALL MOUNTED
WITH STAINLESS STEEL. G.C. PROVIDE AND INSTALL
SANITARY BED LINERS FOR BABY CHANGING STATION: KOALA KARE #KB150-99
NOTE: CHANGING STATION OPTION TO COMPLY WITH ALL ACCESSIBILITY
REQUIREMENTS.
BACK
LEFT
4
Elevation
RIGHT
3
SCALE: 1/2" = 1'-0"
Elevation
SCALE: 1/2" = 1'-0"
2
COAT HOOK: BOBRICK MODEL B-6717 TO BE MOUNTED ON INSIDE OF EACH
RESTROOM DOOR FOR SINGLE OCCUPANT RESTROOMS AND EACH RESTROOM
STALL DOOR FOR MULTIPLE OCCUPANCY RESTROOMS. MOUNT AT 38"-40" A.F.F. FOR
ADA ACCESSIBLE LOCATIONS AND AT 48" A.F.F. MAXIMUM FOR NON-ADA ACCESSIBLE
LOCATIONS. G.C. PROVIDE AND INSTALL
Elevation
1
SCALE: 1/2" = 1'-0"
Elevation
SANITARY NAPKIN DISPOSAL: BOBRICK MODEL B-254
(WOMEN'S TOILETS ONLY). G.C. PROVIDE AND INSTALL
SCALE: 1/2" = 1'-0"
BLACK HD PE PARTITIONS SUPPLIED AND INSTALLED BY G.C.
WOMEN'S RESTROOM
ACCENT TILE
ACCENT TILE
ACCENT TILE
NOTE: MIRROR TO BE
LOCATED AS DIRECTED BY
BRYAN ANDERSON
ACCENT TILE
Keynotes
1. EXISTING FLOOR DRAIN, CONTRACTOR TO REPLACE IF NECESSARY.
2. TILE WALL FINISH, TYPICAL. REFER TO INTERIOR DECOR DRAWINGS FOR
SPECIFICATIONS.
3. RESTROOM SIGNAGE, SEE DETAIL A8 ON SHEET A-7.0.
4. INSTALL A NEW TOILET
5. INSTALL A NEW SINK - NEW SINK TO BE INSTALLED PER ADA REGULATIONS.
6. INSTALL A NEW URINAL
7. INSTALL A RECESSED STAINLESS STEEL BABY CHANGING TABLE.
SCALE: 1/2" = 1'-0"
6
5
SCALE: 1/2" = 1'-0"
10. NEW FRAME AT 4327
Elevation
Revisions
11. INSTALL NEW LED LIGHTING
SCALE: 1/2" = 1'-0"
12. INSTALL NEW TILE ON WALLS
13. REUSE GRAB BARS
14. EXISTING MIRROR TO REMAIN.
16. GC TO PROVIDE SOAP AND HAND SANITIZER DISPENSERS.
1
4
A-2.1
17. GC TO PROVIDE SS FEMININE DISPOSAL BOXES AND SS TOILET PAPER HOLDERS.
2
3
General Notes
A. FOR INTERIOR FINISHES REFER TO INTERIOR DECOR DRAWINGS.
5
8
A-2.1
B. PLUMBING FIXTURES TO BE PROVIDED BY THE GENERAL CONTRACTOR.
6
7
C. ALL PLUMBING FIXTURES, FAUCETS AND ACCESSORIES TO BE ADA COMPLIANT.
D. ALL EXPOSED PIPING UNDER LAVATORIES TO BE INSULATED TO PROTECT FROM
CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES.
Albertville, MN
7
Elevation
9. INSTALL A NEW DOOR AND HARDWARE
Store #14011
6495 Labeaux Ave, NE.
SCALE: 1/2" = 1'-0"
Elevation
RIGHT
Burger King
8
Elevation
BACK
LEFT
Project Description:
FRONT
8. INSTALL A NEW XCELERATE HAND DRYER OVER A NEW CORIAN PANEL (SANDALWOOD)
RAN # / ST-000
-Month 00, 0000
9
Enlarged Restroom Floor Plan
1/2" = 1'-0"
A-2.1
Enlarged Plan / Int. Elev.
Ceiling Legend
2' X 2' CEILING GRID WITH LAY-IN
PANELS. SEE DETAIL A7, SHEET A7.0
EXIT LIGHT W/ BATTERY PACK
2 X 4 FLUORESCENT NIGHT /
EMERGENCY LAY-IN FIXTURE
EXIT/ EMERGENCY COMBO LIGHT FIXTURE
2 X 4 FLUORESCENT LAY-IN FIXTURE
T
LIGHT FIXTURE TYPE, REFER TO
LIGHTING SCHEDULE FOR FIXTURE TYPE
'E' = EXISTING, 'R' = RELOCATED
PENDANT LIGHT FIXTURE
architecture.us
phone: 1.888.666.0931
WALL WASH LIGHT FIXTURE
1x4 FLUORESCENT LIGHT FIXTURE
Project Team:
DECORATIVE GLASS PENDANT (6) LIGHT
FIXTURE
OPEN TO STRUCTURE
EXISTING GYPSUM BOARD CEILING
RECESSED CAN LIGHT
SURFACE MOUNTED CYLINDER LIGHT
WALL MOUNTED EMERGENCY LIGHT
INDICATES CEILING / HEADER HEIGHT
5/8" GYPSUM BOARD CEILING / SOFFIT
SEE DETAIL A11, SHEET A-7.0
5/8" GYPSUM BOARD CEILING W/ SOUND BATT
INSULATION. SEE DETAIL A11, SHEET A7.0
EXHAUST FAN GRILLE
RETURN AIR GRILLE
'E' = EXISTING, 'R' = RELOCATED
2' X 4' CEILING GRID WITH LAY-IN
PANELS. SEE DETAIL A7, SHEET A7.0
SUPPLY AIR DIFFUSER
'E' = EXISTING, 'R' = RELOCATED
WALL WASH SPOT CAN LIGHT
SINGLE DECORATIVE GLASS PENDANT
EXTERIOR WALL MOUNTED SCONCE
12x12 RECESSED SOFFIT LIGHT
4' FLUORESCENT UNDER CANOPY LIGHT
WALL MOUNTED SECURITY LIGHT
P
4' GOOSENECK FLUORESCENT LIGHT
FIXTURE
P
Ceiling Plan Keynotes
1. PREFABRICATED METAL AWNING. LIGHTING MAY BE INCLUDED, VERIFY WITH OWNER.
2. MENU BOARD, ATTACH TO EXISTING HEADER. THE BOTTOM OF MENU BOARD SHALL NOT
BE BELOW THE BOTTOM OF HEADER.
3. GYP. BOARD HEADER BETWEEN SERVING & DINING ROOM AT 8'-10" A.F.F., REFER TO
INTERIOR DECOR DRAWINGS FOR FINISH. THE FRONT EDGE (DINING ROOM SIDE) OF
HEADER IS TO LINE UP WITH THE FRONT EDGE OF COUNTERTOP BELOW.
4. EXISTING EXHAUST HOOD TO REMAIN.
Revisions
5. REMOVE EXISTING CEILING AND GRID AND REPLACE WITH NEW BLACK GRID AND BLACK
CEILING TILES IN THE DINING ROOM AND PLAY LAND AREAS
KITCHEN
7. GC TO INSTALL A NEW DRYWALL CEILING IN THE FOYER.
8. GC TO INSTALL NEW LED LIGHTING CAN LIGHTING IN THE FOYER
9. BUILD A NEW SOFFIT AROUND THE EXPOSED DUCT WORK IN THE PLAY LAND.
ADD NEW CAN LIGHTING IN THE SOFFIT. SEE DETAIL AXX ON SHEET A-7.0.
B. THE REFERENCE HEIGHTS INDICATED ON PLAN ARE FROM APPROXIMATE FINISH FLOOR
(A.F.F.).
Ceiling Plan
1/4" = 1'-0"
D. THE CONTRACTOR IS RESPONSIBLE FOR EXTENDING ANY EXISTING MECHANICAL DUCT
WORK TO THE NEW CEILING HEIGHT AND TO RELOCATED DIFFUSER/GRILLE LOCATIONS.
E. SUPPLY AIR DIFFUSERS AND RETURN AIR GRILLES ARE TO BE PAINTED TO MATCH
CEILING.
F. ALL EXIT SIGNS AND EMERGENCY LIGHTING SHALL BE REPLACED, SUPPLIED AND
INSTALLED BY GC, UNLESS NOTED OTHERWISE.
G. THE CONTRACTOR SHALL COORDINATE DINING ROOM LIGHTING WITH THE APPROVED
INTERIOR DECOR DRAWINGS.
H. FOR OPEN DINING ROOM CEILING OPTIONS, LIGHT FIXTURES ARE TO BE SUPPORTED
FROM EXPOSED ROOF TRUSSES. USE 2x4 BETWEEN BOTTOM CORDS FOR SURFACE
MOUNTED FIXTURES.
Project Description:
N
C. ALL DIMENSIONS SHOWN ON THE CEILING PLAN ARE FROM FACE OF WALL FINISH
UNLESS NOTED OTHERWISE.
/ PAINT IF IN GOOD CONDITION.
RAN # / ST-000
J. ADD ADDITIONAL LIGHTS IN THE WALK-IN COOLERS.
--
K. PROVIDE ALL NEW LED LIGHTING IN THE DINING ROOM AND PLAY LAND
Month 00, 0000
L. REPLACE OR PAINT EXISTING HVAC DIFFUSERS AND SPEAKERS. GC TO CONFIRM THAT ALL
MATCH EXISTING.
M. GENERAL CONTRACTOR TO BALANCE THE EXISTING HVAC SYSTEM.
Albertville, MN
A. ALL FIXTURES SHALL BE LOCATED IN CENTER OF CEILING TILES UNLESS OTHERWISE
NOTED.
Store #14011
6495 Labeaux Ave, NE.
General Notes
Burger King
10. CONSTRUCT A NEW SOFFIT ABOVE THE ORDER COUNTER.
A-3.0
Ceiling Plan
Roof Legend
INDICATES DIRECTION OF ROOF SLOPE
Keynotes
1.
E
OP FT
SL /4" /
N.1
MI
PE / FT
O
"
SL 1/4
.
IN
M
E
OP FT
SL /4" /
N.1
MI
E T MI SLO
P
N.
O /F
1/4 PE
SL /4"
"/
1
FT
N.
I
M
PROVIDE 45 MIL TPO SINGLE-PLY ROOFING SYSTEM OVER PLYWOOD ROOF
DECK OVER PRE-FABRICATED WOOD TRUSSES, TYPICAL. REFERENCE DETAIL 1
ON A9.2.
2.
PROVIDE ROOF ACCESS HATCH. REFERENCE DETAIL 15 ON A9.2.
3.
INDICATED METAL CANOPY BELOW. REFERENCE EXTERIOR ELEVATIONS.
4.
PROVIDE ROOF TOP EXHAUST FAN. REFER TO MECHANICAL DRAWINGS.
5.
PROVIDE ROOF DRAIN AND OVERFLOW LEADERS IN TRUSS SPACE THEN DOWN
WALL TO DAYLIGHT.
6.
PROVIDE ROOF CRICKET REFERENCE DETAIL 3 ON A9.2
7.
PROVIDE ROOF DRAIN AND OVERFLOW DRAIN. REFERENCE DETAIL 5 ON A9.2.
8.
PROVIDE ROOF TOP MECHANICAL UNIT. REFERENCE MECHANICAL
DOCUMENTS.
9.
PROVIDE ROOF TOP EXHAUST FAN. POSITION FAN OVER KITCHEN HOODS SO
DUCT BENDS ARE NOT REQUIRED. REFERENCE MECHANICAL DRAWINGS.
10.
INDICATES 10'-0" CLEARING RADIUS. MAINTAIN CLEARANCE FOR EQUIPMENT
WITH OUTSIDE AIR INTAKE INTO THE BUILDING.
11.
COORDINATE INSTALLATION OF REMOTE COMPRESSOR/CONDENSER.FOR ICE
MACHINE OR WALK-IN COOLER/FREEZER. PROVIDE PITCH PANS AS REQUIRED.
COORDINATE EXACT LOCATION WITH MANUFACTURER AND EQUIPMENT
INSTALLER.
12.
PROVIDE WALKING PADS OVER ROOFING SYSTEM SPACED 4 FEET APART.
TYPICAL.
13.
PROVIDE ROOFING SYSTEM OVER PLYWOOD ROOF DECK OVER ABOVE ROOF
DECK STRUCTURAL BRACING.
architecture.us
phone: 1.888.666.0931
Project Team:
General Notes
A.
THE ROOF STRUCTURE SHALL NOT BE USED FOR STOCKPILING OF EQUIPMENT
OR MATERIALS UNLESS APPROVED BY THE ARCHITECT, STRUCTURAL
ENGINEER AND THE JOIST MANUFACTURER.
B.
C.
COORDINATE ROOF ELEVATIONS WITH STRUCTURAL DRAWINGS.
PROVIDE ROOFING SYSTEM AND ITS ACCESSORIES WITH A MINIMUN FIFTEEN
(15) YEAR GUARANTY.
COORDINATE AND VERIFY LOCATIONS OF ROOF PENETRATIONS.
COORDINATE TRUSS DESIGN LOCATIONS SO EXHAUST DUCTS FOR FRYERS
AND BROILER ARE STRAIGHT WITH NO BENDS.
GENERAL CONTRACTOR TO VERIFY LOCATION OF ALL ROOFTOP EQUIPMENT
PRIOR TO INSTALLATION OF THE NEW ROOF.
D.
E.
F.
PE / FT
O
"
SL 1/4
.
IN
M
Albertville, MN
1/4" = 1'-0"
Store #14011
6495 Labeaux Ave, NE.
Roof Plan
Project Description:
N
Burger King
Revisions
RAN # / ST-000
-Month 00, 0000
A-3.1
Roof Plan
Architectural Specifications
101
DINING ROOM
102
SERVING AREA
103
KITCHEN
104
MEN'S RESTROOM
105
WOMEN'S RESTROOM
106
VESTIBULE
107
DRIVE THRU
108
UTILITY
109
OFFICE
110
OVERFLOW DINING
111
STORAGE
-
-
-
-
-
-
-
-
EAST
WEST
PATCH / REPAIR / PAINT
DIVISION 8
DIVISION 10
DOOR AND FRAMES
SPECIALTIES
1.1 ALL EXITS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT.
1.1 GRAB BARS: AS MANUFACTURED BY FRANKLIN BRASS. ALL GRAB BARS MUST BE INSTALLED SO AS TO RESIST A VERTICAL LOAD OF
300 LBS. MINIMUM.
GB1: 36" STAINLESS STEEL #6436
GB2: 48" STAINLESS STEEL #6448
2.1 MANUALLY OPERATED EDGE OR SURFACE MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE PROHIBITED.
3.1 ITEM 1 NEED NOT APPLY TO THE FRONT DOOR OF A PLACE OF BUSINESS AS LONG AS A SIGN IS PLACED ABOVE THE DOOR IN 2"
BLOCK LETTERS WITH CONTRASTING BACKGROUND THAT READS, "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED ".
NORTH
EXISTING GYP. BOARD
EXISTING WALK-IN CEILING
INDICATES WHERE
WALL FINISH
OCCURS
GYP. BOARD,PAINT
SUSP. GRID/ACOUST. TILE (ACT-2)
SUSP. GRID/ACOUST. TILE (ACT-1)
PATCH / REPAIR / REPLACE AS NEEDED
EXISTING FRP - FULL WALL HEIGHT
EXISTING WALK-IN WALLS
FRP - FULL WALL HEIGHT
TILE - FULL WALL HEIGHT
PER INTERIOR DECOR DRAWINGS
REPAIR / REPLACE AS NEEDED
EXIST. COVE TILE
6"H COVE TILE
EXISTING CONCRETE
TILE
SEE DIVISION 9 OF THE
SPECIFICATIONS, CONTAINING
IMPORTANT INFORMATION
RELATING TO BUILDING CODES,
CITY ORDINANCES, MATERIALS
AND METHODS.
EXISTING TILE
Note
REPAIR / REPLACE AS NEEDED
Room Finish Schedule
Architectural Specifications
SOUTH
(PLAN ORIENTATION)
WINDOWS AND GLASS
1.1 ALL GLASS SUBJECT TO HUMAN IMPACT SHALL CONFORM TO THE STANDARDS SET FORTH IN SECTION 2406 OF THE INTERNATIONAL
BUILDING CODE.
2.1 GLASS: MATCH EXISTING THICKNESS, DESIGN AND FEATURES OF EXISTING GLASS. OTHERWISE USE
REQUIRED BY NOTE 1 ABOVE.
1
4"
FLOAT OR TEMPERED AS
DIVISION 9
--
2.1 TOILET PARTITIONS: BAKED ENAMEL FINISH, FLOOR SUPPORTED, METAL PARTITIONS AS MANUFACTURED BY:
FINISHES
1.1 REPAIR ALL EXISTING WALLS, FLOORS AND CEILINGS THAT ARE TO REMAIN. REPAIR TO "LIKE NEW" CONDITION, MATCHING ALL NEW
WORK IN QUALITY, COLOR AND MATERIALS.
2.1 SMOKE AND FLAME SPREAD FOR INTERIOR FINISHES FOR WALLS AND CEILING TO BE PER ASTM E84 AND IBC 803. FOR A-2
OCCUPANCIES IN A SPRINKLERED SUITE:
EXIT ENCLOSURES AND EXIT PASSAGEWAYS CLASS B (FLAME SPREAD 26-75, SMOKE DEVELOPED 0-450)
CORRIDORS
CLASS B (FLAME SPREAD 26-75, SMOKE DEVELOPED 0-450)
ROOMS AND ENCLOSED SPACES
CLASS C (FLAME SPREAD 76-200, SMOKE DEVELOPED 0-450)
3.1 WALL FINISH NOTES
a. GYP. BOARD FINISH LEVELS (FINISH PANELS TO LEVELS INDICATED BELOW PER ASTM C 840):
AT NEW AND EXISTING WALLS
LEVEL 1 FINISH: CEILING PLENUM AREAS, CONCEALED AREAS, AND WHERE INDICATED.
a. ALL JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE EMBEDDED IN JOINT COMPOUND. SURFACE SHALL BE FREE OF
EXCESS JOINT COMPOUND. TOOL MARKS AND RIDGES SHALL BE ACCEPTABLE.
GENERAL PARTITIONS MFG.,CORP
TEL: 814-833-1154 FAX: 814-838-3473
PARTITION MANUFACTURERS OF AMERICA, INC.
TEL: 516-623-0222 FAX: 516-623-5809
----------------------------------------------------------------------------------------------------------------------------------------------3.1 TOILET ACCESSORIES: ALL ITEMS AS MANUFACTURED BY BOBRICK- CONTURA SERIES
a. PROVIDE ONE EACH AT EACH SINGLE USE TOILET:
- TOILET PAPER DISPENSER, #B-4288
- TOILET SEAT COVER DISPENSER, #B-4221
- SOAP DISPENSER, #B-4112
- WASTE RECEPTACLE, #B-277
- PAPER TOWEL DISPENSER, #B-4262
- MIRROR 24" X 36", #B-165 2436
- SANITARY NAPKIN DISPOSAL, #B-270 (WOMEN'S SINGLE USE TOILET ONLY)
----------------------------------------------------------------------------------------------------------------------------------------------3.1 TOILET ACCESSORIES: ALL ITEMS AS MANUFACTURED BY BOBRICK- MATRIX SERIES
architecture.us
phone: 1.888.666.0931
Project Team:
a. PROVIDE ONE EACH AT EACH SINGLE USE TOILET:
- TOILET PAPER DISPENSER, #B-5288
- TOILET SEAT COVER DISPENSER, #B-5221
- SOAP DISPENSER, #B-5050
- WASTE RECEPTACLE, #B-5277
- PAPER TOWEL DISPENSER, #B-5262
- MIRROR 24" X 36", #B-165 2436
- SANITARY NAPKIN DISPOSAL, #B-5270 (WOMEN'S SINGLE USE TOILET ONLY)
----------------------------------------------------------------------------------------------------------------------------------------------4.1 FIRE EXTINGUISHERS: AS REQUIRED BY LOCAL JURISDICTION.
b. WHERE GLASS MESH TAPE IS USED, THE GLASS MESH TAPE SHALL BE ADHERED OR ATTACHED TO THE WALL AND
HAVE ONE COAT OF SETTING TYPE JOINT COMPOUND OVER THE SURFACE OF THE JOINT.
General Notes
Remarks
A. FLOORS IN RESTROOMS SHALL HAVE A SMOOTH, HARD NONABSORBENT SURFACE
SUCH AS PORTLAND CEMENT, CERAMIC TILE, CONCRETE, OR OTHER APPROVED
MATERIAL WHICH EXTENDS UPWARD ONTO THE WALLS AT LEAST 6 INCHES.
1. NONE.
FURNISHINGS
LEVEL 2 FINISH: PANELS THAT ARE SUBSTRATE FOR TILE.
B. PROVIDED WATER-RESISTANT GYPSUM BOARD, GREEN BOARD, OR OTHER
APPROVED MATERIAL ON THE WALLS IN RESTROOMS.
DIVISION 12
a. ALL JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE EMBEDDED IN JOINT COMPOUND AND SHALL BE IMMEDIATELY
WIPED WITH A JOINT KNIFE OR TROWEL LEAVING A THIN COATING OF JOINT COMPOUND OVER ALL JOINTS AND
INTERIOR ANGLES. FASTENER HEADS AND ACCESSORIES SHALL BE COVERED WITH A COAT OF JOINT COMPOUND.
SURFACE SHALL BE FREE OF EXCESS JOINT COMPOUND. TOOL MARKS AND RIDGES ARE ACCEPTABLE.
CASEWORK
1.1 DETAILED CASEWORK DRAWINGS ARE NOT A PART OF THE SCOPE OF THESE DOCUMENTS. CONTRACTOR SHALL WORK WITH A
CASEWORK SUBCONTRACTOR AND THE OWNER/TENANT TO DETERMINE THE LAYOUT AND QUANTITY OF ALL CASEWORK
DIAGRAMMATICALLY SHOWN ON THE FLOOR PLANS.
b. JOINT COMPOUND APPLIED OVER THE BODY OF THE TAPE AT THE TIME OF TAPE EMBEDMENT SHALL BE CONSIDERED A
SEPARATE COAT OF JOINT COMPOUND AND SHALL SATISFY THE CONDITIONS OF THIS LEVEL.
2.1 PROVIDE CASEWORK WITH ALL NECESSARY HARDWARE, HINGES AND PULLS.
LEVEL 4 FINISH: AT PANEL SURFACES THAT WILL BE EXPOSED TO VIEW, UNLESS OTHERWISE INDICATED.
COLOR/ FINISH
REMARKS
PAINT FINISH
REFER TO ID DRAWINGS
REFER TO ID DRAWINGS
REFER TO ID DRAWINGS
-
-
-
-
-
-
TILE
REFER TO ID DRAWINGS
REFER TO ID DRAWINGS
REFER TO ID DRAWINGS
-
-
-
-
-
-
FRP
REFER TO ID DRAWINGS
REFER TO ID DRAWINGS
REFER TO ID DRAWINGS
-
-
-
-
-
-
TILE
REFER TO ID DRAWINGS
REFER TO ID DRAWINGS
REFER TO ID DRAWINGS
-
-
-
-
-
-
TILE
REFER TO ID DRAWINGS
REFER TO ID DRAWINGS
REFER TO ID DRAWINGS
-
-
-
COVE BASE
-
-
Wall Finishes
Floor Finishes
Bases
b. FINISHING COMPOUND AND ALL-PURPOSE COMPOUND SHALL BE APPLIED WITH TOOLS OF SUFFICIENT WIDTH TO
SHALL BE DRAWN DOWN TO A LEVEL PLANE. AFTER THE COMPOUND HAS DRIED, THE SURFACE SHALL BE SANDED
(APPROVED PROTECTIVE RESPIRATORS SHALL BE WORN WHEN MIXING DRY COMPOUND OR SANDING) OR WIPED WITH
A DAMPENED SPONGE TO ELIMINATE HIGH SPOTS AND EXCESSIVE COMPOUND.
LEVEL 5 FINISH: AT PANEL SURFACES THAT WILL RECEIVE GRAPHICS OR WALL COVERING
a. ALL JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE EMBEDDED IN JOINT COMPOUND AND SHALL BE IMMEDIATELY
WIPED WITH A JOINT KNIFE OR TROWEL LEAVING A THIN COATING OF JOINT COMPOUND OVER ALL JOINTS AND
INTERIOR ANGLES AS DESCRIBED FOR LEVEL 2. TWO SEPARATE COATS OF JOINT COMPOUND SHALL BE APPLIED OVER
ALL FLAT JOINTS. ONE SEPARATE COAT OF JOINT COMPOUND SHALL BE APPLIED OVER INTERIOR ANGLES. FASTENER
HEADS AND ACCESSORIES SHALL BE COVERED WITH THREE SEPARATE COATS OF JOINT COMPOUND. A THIN SKIM
COAT OF JOINT COMPOUND SHALL BE TROWEL-APPLIED TO THE ENTIRE SURFACE. EXCESS COMPOUND IS IMMEDIATELY
SHEARED OFF, LEAVING A FILM OF SKIM COATING COMPOUND COMPLETELY COVERING THE PAPER. AS AN ALTERNATE
TO A SKIM COAT, A MATERIAL MANUFACTURED ESPECIALLY FOR THIS PURPOSE SHALL BE APPLIED. THE SURFACE
SHALL BE SMOOTH AND FREE OF TOOL MARKS AND RIDGES (COATS OF NON-SETTING TYPE COMPOUNDS SHALL BE
THOROUGHLY DRY BEFORE SANDING OR THE APPLICATION OF ADDITIONAL COATS).
Revisions
b. PRIMER AND PAINT PER THE ROOM FINISH SCHEDULE.
Ceilings
c. ALL WALLS SHALL HAVE SQUARE CORNER BEAD, TYP.
ACT-1
ARMSTRONG
PRELUDE (15/16")
GRID & TILE COLOR PER
-
(FRONT OF HOUSE)
FINE FISSURED
24" X 24"
ID DRAWINGS
-
d. ALL GYP BOARD SOFFITS SHALL HAVE SQUARE CORNER BEAD, TYP.
ACT-2
ARMSTRONG
PRELUDE (15/16")
PANEL: WHITE
-
5.1 FLOOR FINISH NOTES:
(BACK OF HOUSE)
VINYL CLAD TILE
24" X 48"
GRID: WHITE
a. ALL FLOOR TO RECEIVE CERAMIC TILE SHALL HAVE A MAXIMUM OF
Windows and Glass
WINDOWS
MATCH BUILDING
METAL
COLOR TO BE CHOSEN
FIXED GLAZING UNLESS
-
STANDARD OR EQUAL
-
BY TENANT
OTHERWISE NOTED ON PLANS
WINDOWS
MATCH BUILDING
ANODIZED ALUMINUM
FINISH TO MATCH
FIXED GLAZING UNLESS
-
STANDARD OR EQUAL
EXISTING BUILDING
OTHERWISE NOTED ON PLANS
1
8"
PER FOOT SLOPE ACROSS PER 10'X10' AREA.
b. ALL FLOOR EXPANSION JOINTS, PATCHES AND IMPERFECTIONS SHALL BE PREPARED WITH EPOXY TYPE FLOOR LEVELER AND/OR
FILLER PRIOR TO FINAL FLOOR COVERING INSTALLATION.
c. ALL FLOOR FINISHES ARE AS INDICATED ON THE ROOM FINISH SCHEDULE. WITH FINAL COLOR AND STYLE SELECTIONS BY
OWNER/TENANT.
d. CARPET AND INTERIOR FLOOR FINISHES COMPRISED OF FIBERS IN VERTICAL EXITS, EXIT PASSAGEWAYS AND EXIT ACCESS
CORRIDORS SHALL NOT BE LESS THEN CLASS II IN ACCORDANCE WITH NFPA 253. IN ALL OTHER AREAS THE INTERIOR FLOOR FINISHES
SHALL COMPLY WITH THE DOC FF-1 "PILL TEST"(CPSC 16 CFR, PART 1630). IN A SPRINKLERED BUILDING, MATERIALS COMPLYING WITH
THE "PILL TEST" MAY BE USED WHERE CLASS II ARE REQUIRED.
e. TRANSITIONS BETWEEN MATERIALS TO BE WITH SLEUTER TRIM OR EQUIVALENT. MAXIMUM 1/8" TOLERANCE BETWEEN ELEVATIONS OF
FINISHED MATERIALS.
Albertville, MN
STYLE
Store #14011
6495 Labeaux Ave, NE.
MANUFACTURER & MODEL #
Burger King
D. REFER TO INTERIOR DECOR DRAWINGS FOR COMPLETE FINISH SPECIFICATIONS.
a. ALL JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE EMBEDDED IN JOINT COMPOUND AND SHALL BE IMMEDIATELY
WIPED WITH A JOINT KNIFE OR TROWEL LEAVING A THIN COATING OF JOINT COMPOUND OVER ALL JOINTS AND
INTERIOR ANGLES AS DESCRIBED FOR LEVEL 2. TWO SEPARATE COATS OF JOINT COMPOUND SHALL BE APPLIED OVER
ALL FLAT JOINTS. ONE SEPARATE COAT OF JOINT COMPOUND SHALL BE APPLIED OVER INTERIOR ANGLES. FASTENER
HEADS AND ACCESSORIES SHALL BE COVERED WITH THREE SEPARATE COATS OF JOINT COMPOUND. ALL JOINT
COMPOUNDS SHALL BE SMOOTH AND FREE OF TOOL MARKS AND RIDGES.
Project Description:
C. WALLS IN RESTROOMS WITHIN 2 FEET OF THE FRONT AND SIDES OF URINALS AND
WATER CLOSETS SHALL HAVE A SMOOTH, HARD NONABSORBENT SURFACE TO A
HEIGHT OF 4 FEET.
RAN # / ST-000
-Month 00, 0000
A-4.0
Room & Door Schedules
Door Types
Door Schedule
Door Opening Details
Door Type 'A'
Door Type 'B'
EXISTING
DOOR TYPE
EXISTING HARDWARE
HARDWARE GROUP
90 MINUTE
45 MINUTE
20 MINUTE
EXISTING
HOLLOW METAL
SOLID CORE HPL
ALUMINUM
3'-2" X 7'-0" X 1-3/4"
2'-0" X 6'-8" X 1-3/4"
3'-0" X 6'-8" X 1-3/4"
3'-0" X 7'-0" X 1-3/4"
PAIR
EXISTING
ALUMINUM
SEE DIVISION 8 OF THE
SPECIFICATIONS, CONTAINING
IMPORTANT INFORMATION
RELATING TO BUILDING CODES,
CITY ORDINANCES, MATERIALS
AND METHODS.
HOLLOW METAL
Note
architecture.us
A
102
CLOSET
A
A
104
MEN'S RESTROOM
B
B
1
105
WOMEN'S RESTROOM
B
B
1
106A
VESTIBULE - EXTERIOR
E
F
106B
VESTIBULE - INTERIOR
F
F
General Notes
Remarks
A. EXISTING DOORS & FRAMES THAT WILL REMAIN ARE TO BE PROTECTED DURING
CONSTRUCTION.
1. UNDERCUT DOOR 1" FOR AIR FLOW WHEN HVAC SUPPLY IS NOT PROVIDED.
phone: 1.888.666.0931
Head Detail
SCALE: 3" = 1'-0"
Project Team:
B. EXISTING ALUMINUM DOORS & FRAMES TO BE CLEANED TO "LIKE NEW" CONDITION.
B. EXISTING HOLLOW METAL DOORS & FRAMES TO BE PAINTED TO MATCH WALL.
C. EXISTING LAMINATE DOORS REPLACED.
MANUFACTURER & MODEL #
STYLE
COLOR/ FINISH
REMARKS
B
Jamb Detail
SCALE: 3" = 1'-0"
Interior Doors and Frames
Door Type 'F'
INTERIOR
MATCH BURGER KING STANDARD
SOLID CORE HPL
REFER TO ID DRAWINGS
FLUSH
DOORS
-
-
-
-
INTERIOR
MATCH BURGER KING STANDARD
ALUMINUM
REFER TO ID DRAWINGS
-
FRAMES
-
-
-
-
MATCH BURGER KING STANDARD
ALUMINUM
MATCH BURGER KING
-
-
FACTORY FINISH
STANDARD
-
MATCH BURGER KING STANDARD
HOLLOW METAL
EXT: SEE ELEVATION
-
-
PAINT
INT: MATCH WALL COLOR
-
WINDOWS
MATCH BUILDING
ANODIZED ALUMINUM
FINISH TO MATCH
FIXED GLAZING UNLESS
-
STANDARD OR EQUAL
EXISTING BUILDING
OTHERWISE NOTED ON PLANS
Exterior Doors and Frames
ALUMINUM
DOORS &
FRAMES
HOLLOW MTL
DOORS &
FRAMES
C
Threshold
SCALE: 3" = 1'-0"
Windows and Glass
Hardware Groups
LOCK SET
SINGLE ACTION, LEVER TYPE
HINGES:
CLOSER:
FLOOR STOP:
KICKPLATES:
SILENCERS:
DOOR VIEWER:
HARDWARE
GROUP B
FALCON
D271 x 626
OCCUPANCY INDICATOR
LOCK SET
NOTE: DELETE LOCKSET IF
MULTIPLE OCCUPANCY RESTROOM
SINGLE ACTION, THUMB TURN
HINGES:
CLOSER:
PUSH PLATE:
PULL PLATE:
FLOOR STOP:
KICKPLATES:
SILENCERS:
HARDWARE
GROUP E
ADAMS RITE
MS 1852S
DEADBOLT LOCK SET
--
NO LOCK
3 EACH HAGER: BB1279 4 1/2 x 4 1/2 x 652
1 EACH LCN 1461 X 689
1 EACH HAGER 30S 4x16 628
1 EACH HAGER H33E 4x16 628 (OPTIONAL
SANITGRASP #SG-101)
1 EACH HAGER 241F x US26D
2 EACH HAGER 193S 10"x2" LDW 628 (INSTALL
W/FLAT HEAD PHILLIPS HEAD SCREWS)
3 EACH HAGER 307D RBR
D
Threshold
SCALE: 3" = 1'-0"
Revisions
HINGES:
OFFSET PIVOT
SURFACE CLOSER:
NORTON 1605 W/ BACK CHECK
THRESHOLD:
STANDARD
DOOR PULLS:
9" CLASSIC STRAIGHT IN POLISHED
STAINLESS OR CHROME
REMARKS:
HARDWARE
GROUP F
3 EACH HAGER: BB1279 4 1/2 x 4 1/2 x 652
1 EACH LCN 1461 X 689
1 EACH HAGER 241F x US26D
2 EACH HAGER 193S 10"x2" LDW 628 (INSTALL
W/FLAT HEAD PHILLIPS HEAD SCREWS)
3 EACH HAGER 307D RBR
1 EACH ROCKWOOD 622 x 626
DUMMY CYLINDERS SHALL BE PROVIDED ON
THE EXTERIOR OF ALL DOORS EXCEPT AT
MAIN ENTRY.
E
Threshold
SCALE: 3" = 1'-0"
HINGES:
OFFSET PIVOT
SURFACE CLOSER:
NORTON 1605 W/ BACK CHECK
THRESHOLD:
NONE
DOOR PULLS:
9" CLASSIC STRAIGHT IN POLISHED
STAINLESS OR CHROME
Albertville, MN
SCHLAGE
AL53PD SAT x 626
Store #14011
6495 Labeaux Ave, NE.
HARDWARE
GROUP A
-
Burger King
T
Project Description:
T
RAN # / ST-000
-Month 00, 0000
A-4.1
Door Schedule
Keynotes
2
A-6.0
2. 14" TALL 'HOME OF THE WHOPPER' CHANNEL LETTERS, BY SIGN MANUFACTURER. SEE
ELECTRICAL PLANS FOR POWER.
22'-0"
T.O. LIGHTBAND/PARAPET
3. EXISTING WINDOW TO REMAIN, TYPICAL.
4. EXISTING CMU BLOCK TO REMAIN, PAINT AS INDICATED.
5. EXISTING CMU BLOCK VENEER TO BE REMOVED ABOVE THIS LINE.
6. EXISTING DRIVE-THRU WINDOW TO REMAIN.
14'-3"
T.O. STOREFRONT
7. EXISTING DOOR TO REMAIN.
8. EXISTING GUTTER & DOWNSPOUT TO REMAIN. CONTRACTOR TO REPAIR / REPLACE AS
NEEDED. PAINT IN TO MATCH WALL. EP-2.
architecture.us
9. LIGHT FIXTURE, REFER TO REFLECTED CEILING PLAN & LIGHTING PLAN.
phone: 1.888.666.0931
10. LIGHT BAND SUPPLIED AND INSTALLED BY OWNER.
11. EXISTING GUARDRAIL TO REMAIN, PAINT TO MATCH EP-2.
Project Team:
12. TOWER ELEMENT, BEYOND.
13. BURGER KING GRAPHIC PANEL, PROVIDED AND INSTALLED BY BURGER KING 3RD
PARTY
3'-0"
T.O. SILL
8"
4"
14. EXISTING DOOR TO BE REPLACED
0'-0"
T.O. SLAB
15. EXISTING DT SOFFIT UNDER MANSARD SHALL BE REMOVED AND REPLACED WITH WOOD
SOFFIT. PAINT EP-2.
1
Main Entrance Elevation
3/16" = 1'-0"
8
7
A-6.2
A-6.2
Revisions
Drive-Thru Elevation
22'-0"
T.O. LIGHTBAND/PARAPET
14'-3"
T.O. STOREFRONT
Project Description:
4"
3'-0"
T.O. SILL
0'-0"
TOP OF FINISH-SLAB
Albertville, MN
1
A-6.0
Store #14011
6495 Labeaux Ave, NE.
3/16" = 1'-0"
Burger King
2
RAN # / ST-000
-Month 00, 0000
4
Front Elevation
3/16" = 1'-0"
3
Rear Elevation
3/16" = 1'-0"
A-5.0
Exterior Elevations
architecture.us
phone: 1.888.666.0931
Project Team:
Albertville, MN
Store #14011
6495 Labeaux Ave, NE.
Burger King
Project Description:
Revisions
RAN # / ST-000
-Month 00, 0000
A-5.1
Exterior Finish Schedule
Keynotes
NOT ALL KEYNOTES ARE USED ON THIS SHEET.
1. EXISTING CONCRETE FOOTING.
2. EXISTING CONCRETE SLAB.
3. EXISTING 2x6 WOOD STUD WALL FRAMING.
4. EXISTING BATT INSULATION.
5. EXISTING STOREFRONT WINDOW TO REMAIN.
6. EXISTING WOOD TRUSSES.
A40
A-7.1
7. EXISTING 2x4 DIAGONAL BRACING.
8. EXISTING DOUBLE WOOD TRUSSES.
architecture.us
9. EXISTING GYP. BOARD.
phone: 1.888.666.0931
10. EXISTING 2x6 WOOD PARAPET FRAMING.
11. EXISTING ROOFING SYSTEM OVER EXISTING RIGID INSULATION.
Project Team:
12. EXISTING 4" SPLIT FACE BLOCK VENEER.
A34
13. BASE AS SCHEDULED.
A-7.1
14. METAL FLASHING.
15. EXISTING BLOCK VENEER TO BE REMOVED.
17'-2"
T.O. LIGHT BAND
16. WATER RESISTIVE MOISTURE BARRIER ON 1/2" CDX PLYWOOD SHEATHING.
17. 1 1/2" E.I.F.S. PRODUCT, TO BE APPLIED IN STRICT ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
18. CONTINUOUS METAL FLASHING.
15'-6"
T.O. EXIST. PARAPET
15'-6"
T.O. EXIST. PARAPET
15'-6"
T.O. EXIST. PARAPET
19. CEILING AS SCHEDULED.
20. METAL CANOPY, BY OTHERS.
21. EXISTING MANSARD ROOF TO BE REMOVED.
22. 2x BLOCKING AS REQUIRED.
23. NICHIHA.
24. 2x4 WOOD STUD FRAMING @ 24" O.C.
25. 2x6 WOOD STUD FRAMING @ 24" O.C.
26. SIGNAGE, BY OTHERS.
27. 2x4 BRACING @ 24" O.C. MAX.
28. (2) 10d @ EACH MEMBER, TYPICAL.
29. ROOFING SYSTEM OVER 1/2" CDX PLYWOOD. MATCH TO EXISTING ROOF SYSTEM.
30. WELD NEW ROOFING SYSTEM TO EXISTING.
31. SILL AS SCHEDULED.
32. EXISTING WOOD BEAM.
33. H2.5 SIMPSON TIE.
1'-0"
1'-0"
1'-0"
2'-0"
4'-0"
34. EXISTING STOREFRONT DOOR TO BE REPLACED.
35. EXISTING DOOR SILL TO BE REPLACED.
4"
4"
36. EXISTING ADJACENT GRADE.
37. EXISTING MANSARD ROOF TO BE REPLACED WITH WOOD SOFFIT.
38. EXISTING METAL FLASHING FASCIA TO BE PAINTED BLACK.
Albertville, MN
0'-0"
FINISH FLOOR
Store #14011
6495 Labeaux Ave, NE.
0'-0"
FINISH FLOOR
Project Description:
0'-0"
FINISH FLOOR
Burger King
Revisions
RAN # / ST-000
--
3
Section at Side Entrance Tower
3/4" = 1'-0"
2
Section at Window & Canopy
3/4" = 1'-0"
1
Section at Front Entrance Tower
3/4" = 1'-0"
Month 00, 0000
A-6.0
Wall Sections
Keynotes
NOT ALL KEYNOTES ARE USED ON THIS SHEET.
1. EXISTING CONCRETE FOOTING.
2. EXISTING CONCRETE SLAB.
3. EXISTING 2x6 WOOD STUD WALL FRAMING.
4. EXISTING BATT INSULATION.
5. EXISTING STOREFRONT WINDOW TO REMAIN.
6. EXISTING WOOD TRUSSES.
7. EXISTING 2x4 DIAGONAL BRACING.
8. EXISTING DOUBLE WOOD TRUSSES.
architecture.us
9. EXISTING GYP. BOARD.
phone: 1.888.666.0931
10. EXISTING 2x6 WOOD PARAPET FRAMING.
11. EXISTING ROOFING SYSTEM OVER EXISTING RIGID INSULATION.
Project Team:
12. EXISTING 4" SPLIT FACE BLOCK VENEER.
13. BASE AS SCHEDULED.
A38
A38
A-7.1
A-7.1
14. METAL FLASHING.
15. EXISTING BLOCK VENEER TO BE REMOVED.
17'-0"
T.O. EXIST. PARAPET
17'-0"
T.O. EXIST. PARAPET
16. WATER RESISTIVE MOISTURE BARRIER ON 1/2" CDX PLYWOOD SHEATHING.
17. 1 1/2" E.I.F.S. PRODUCT, TO BE APPLIED IN STRICT ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
18. CONTINUOUS METAL FLASHING.
19. CEILING AS SCHEDULED.
20. METAL CANOPY, BY OTHERS.
21. EXISTING MANSARD ROOF TO BE REMOVED.
14'-3"
T.O. STOREFRONT
22. 2x BLOCKING AS REQUIRED.
23. NICHIHA.
24. 2x4 WOOD STUD FRAMING @ 24" O.C.
25. 2x6 WOOD STUD FRAMING @ 24" O.C.
26. SIGNAGE, BY OTHERS.
27. 2x4 BRACING @ 24" O.C. MAX.
28. (2) 10d @ EACH MEMBER, TYPICAL.
29. ROOFING SYSTEM OVER 1/2" CDX PLYWOOD. MATCH TO EXISTING ROOF SYSTEM.
30. WELD NEW ROOFING SYSTEM TO EXISTING.
31. SILL AS SCHEDULED.
10'-0"
B.O. CANOPY
32. EXISTING WOOD BEAM.
33. H2.5 SIMPSON TIE.
34. EXISTING STOREFRONT DOOR TO BE REPLACED.
35. EXISTING DOOR SILL TO BE REPLACED.
36. EXISTING ADJACENT GRADE.
37. EXISTING MANSARD ROOF TO BE REPLACED WITH WOOD SOFFIT.
38. EXISTING METAL FLASHING FASCIA TO BE PAINTED BLACK.
Revisions
Albertville, MN
0'-0"
FINISH FLOOR
Store #14011
6495 Labeaux Ave, NE.
0'-0"
T.O. SLAB
Project Description:
0'-0"
FINISH FLOOR
Burger King
3'-0"
T.O. SILL
RAN # / ST-000
--
6
Section at Side Wall
3/4" = 1'-0"
5
Section at Playground
3/4" = 1'-0"
4
Section at Side Wall
3/4" = 1'-0"
Month 00, 0000
A-6.1
Wall Sections
Keynotes
NOT ALL KEYNOTES ARE USED ON THIS SHEET.
1. EXISTING CONCRETE FOOTING.
2. EXISTING CONCRETE SLAB.
3. EXISTING 2x6 WOOD STUD WALL FRAMING.
4. EXISTING BATT INSULATION.
5. EXISTING STOREFRONT WINDOW TO REMAIN.
6. EXISTING WOOD TRUSSES.
7. EXISTING 2x4 DIAGONAL BRACING.
8. EXISTING DOUBLE WOOD TRUSSES.
architecture.us
9. EXISTING GYP. BOARD.
phone: 1.888.666.0931
10. EXISTING 2x6 WOOD PARAPET FRAMING.
11. EXISTING ROOFING SYSTEM OVER EXISTING RIGID INSULATION.
Project Team:
12. EXISTING 4" SPLIT FACE BLOCK VENEER.
13. BASE AS SCHEDULED.
14. METAL FLASHING.
15. EXISTING BLOCK VENEER TO BE REMOVED.
16. WATER RESISTIVE MOISTURE BARRIER ON 1/2" CDX PLYWOOD SHEATHING.
17. 1 1/2" E.I.F.S. PRODUCT, TO BE APPLIED IN STRICT ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
18. CONTINUOUS METAL FLASHING.
15'-6"
T.O. LIGHT BAND
15'-6"
T.O. LIGHT BAND
19. CEILING AS SCHEDULED.
20. METAL CANOPY, BY OTHERS.
21. EXISTING MANSARD ROOF TO BE REMOVED.
22. 2x BLOCKING AS REQUIRED.
23. NICHIHA.
24. 2x4 WOOD STUD FRAMING @ 24" O.C.
25. 2x6 WOOD STUD FRAMING @ 24" O.C.
26. SIGNAGE, BY OTHERS.
27. 2x4 BRACING @ 24" O.C. MAX.
28. (2) 10d @ EACH MEMBER, TYPICAL.
29. ROOFING SYSTEM OVER 1/2" CDX PLYWOOD. MATCH TO EXISTING ROOF SYSTEM.
30. WELD NEW ROOFING SYSTEM TO EXISTING.
31. SILL AS SCHEDULED.
32. EXISTING WOOD BEAM.
33. H2.5 SIMPSON TIE.
34. EXISTING STOREFRONT DOOR TO BE REPLACED.
35. EXISTING DOOR SILL TO BE REPLACED.
36. EXISTING ADJACENT GRADE.
37. EXISTING MANSARD ROOF TO BE REPLACED WITH WOOD SOFFIT.
38. EXISTING METAL FLASHING FASCIA TO BE PAINTED BLACK.
RAN # / ST-000
--
8
Section at Drive thru
3/4" = 1'-0"
7
Section at Side Wall
3/4" = 1'-0"
Month 00, 0000
A6.2
Wall Sections
Albertville, MN
Store #14011
6495 Labeaux Ave, NE.
0'-0"
FINISH FLOOR
Project Description:
0'-0"
FINISH FLOOR
Burger King
Revisions
architecture.us
phone: 1.888.666.0931
Project Team:
M1
P-
Exhaust Fan Mounting
SCALE: NOT TO SCALE
Accessible Sink
SCALE: NOT TO SCALE
P9
P-
Instant Water Heater
SCALE: NOT TO SCALE
Accessible Sink
SCALE: NOT TO SCALE
#
#
Column Surround Element
SCALE: 1 1/2" = 1'-0"
Corner Guard Detail
SCALE: NOT TO SCALE
A5
A6
Clearances at Doors
SCALE: NOT TO SCALE
Accessible Threshold
SCALE: 1'-0" = 1'-0"
A1
P4
Interior Wall
SCALE: NOT TO SCALE
Urinals and Showers
SCALE: NOT TO SCALE
Ceiling Grid Bracing
SCALE: NOT TO SCALE
P2
Water Closets, Grab Bars
SCALE: NOT TO SCALE
P2
Water Closets, Grab Bars
SCALE: NOT TO SCALE
Albertville, MN
SCALE: NOT TO SCALE
A7
Store #14011
6495 Labeaux Ave, NE.
SCALE: 3" = 1'-0"
A15
Accessible Entry Window Decal
Project Description:
A19
E.I.F.S. Horizontal Reveal
Burger King
Revisions
RAN # / ST-000
-Month 00, 0000
A20
Device Location Diagram
SCALE: NOT TO SCALE
A12
Light Fixture Support
SCALE: NOT TO SCALE
A8
Restroom Signage
SCALE: NOT TO SCALE
A4
Low Wall
SCALE: NOT TO SCALE
A-7.0
Architectural Details
Division 4 - Masonry
Division 9 - Finishes
Division 15 - Mechanical
Division 16 - Electrical (continued)
Sign, Equipment, ... (continued)
architecture.us
phone: 1.888.666.0931
Project Team:
Division 5 - Metals
Division 6 - Wood / Plastics
Sign, Equipment, Playground & Decor
Division 7 - Thermal Moisture Protection
Division 10 - Specialties
Revisions
Albertville, MN
Store #14011
6495 Labeaux Ave, NE.
Project Description:
Division 16 - Electrical
Burger King
Division 8 - Doors and Windows
RAN # / ST-000
-Month 00, 0000
A-8.0
Manufacturers & Suppliers