HomeMy WebLinkAbout05-14-14_Carmel Blaze-ALL Sheets Sealedx.pdfEQUIPMENT NUMBER
REFERENCE POINT
BLDG. HEIGHT
REVISION NUMBER
DETAIL SHEET
DETAIL NUMBER
DIRECTION OF DETAIL
XXX 000 EQUIPMENT / FIXTURE NUMBER (M.E.P.)
SHEAR WALL TYPE (STRUCTURAL)
INTERIOR ELEVATION DESIGNATION
BLDG. SECTION SHEET
X
KEY NOTE
EXTERIOR WALL FINISH NUMBER
WINDOW NUMBER / DECOR ITEM NUMBER
DOOR NUMBER
ELEV. SHEET
ELEV. LETTER
BLDG. SECTION LETTER
8'-4"
NAME
CEILING HEIGHT
ELEVATION NUMBER
ROOM NAME
SHEET NUMBER
GENERAL DRAWING SYMBOLS
VICINITY MAPPROJECT GENERAL NOTES UTILITY CONTACTS
PROJECT DIRECTORY
SHEET INDEX
REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL SHEETS FOR SPECIFIC SYMBOLS
A.
B.
C.
D.
F.
G.
H.
I.
J.
K.
L.
M.
X
X
AX.X
X
AX.X
X
AX.X
0'-0"
ELEV
XX ROOM FINISH NUMBER
X
AX.X
1
2
3
4
X-000
X
X
X
T1.0
TITLE SHEET
ALL WORK SHALL CONFORM TO THE APPLICABLE CODES, STANDARDS, AND REGULATIONS OF THE
JURISDICTIONS LISTED IN THE PROJECT SUMMARY SECTION THIS PAGE.
IT IS INTENDED THAT A COMPLETE OCCUPIABLE BUILDING PROJECT IS PROVIDED.
THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (A.I.A. A201 LATEST EDITION) ARE A PART
OF THESE CONTRACT DOCUMENTS. A COPY IS ON FILE AT THE ARCHITECT'S OFFICE.
CIVIL INFORMATION WHERE SHOWN IS BASED ON INFORMATION PROVIDED BY THE SHOPPING CENTER OWNER.
DO NOT SCALE THESE DRAWINGS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANY
DISCREPANCIES IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO
STARTING WORK.
ALL PROPOSED SUBSTITUTIONS SHALL BE APPROVED BY THE YUM BRANDS CONSTRUCTION MANAGER, IN
WRITING, PRIOR TO INSTALLATION.
RETAIN THE PROJECT GEOTECHNICAL ENGINEER IF REQUIRED TO PROVIDE OBSERVATION AND TESTING
SERVICES DURING . ALL TESTING AND INSPECTION REPORTS, INCLUDING FINAL SUMMATION LETTER, SHALL BE
SUBMITTED TO THE BUILDING DEPARTMENT AND OWNER. G.C. SHALL CERTIFY PAD ELEVATION PRIOR TO
START OF FOUNDATION WORK.
SUBMIT PAY FEES AND OBTAIN ALL PERMITS ASSOCIATED WITH THE PROJECT INCLUDING GENERAL BUILDING
PERMIT. THIS INCLUDES, BUT IS NOT LIMITED TO ELECTRICAL, MECHANICAL, PLUMBING, FIRE SPRINKLER,
HOOD ANSUL, OR OTHER RELATED FIRE PERMITS, ENCROACHMENT PERMIT, ETC. OWNER WILL PAY FOR
"CONNECTION FEES" ASSOCIATED WITH UTILITY PERMITS. PAY FOR TEMPORARY FACILITIES FEES AS REQUIRED
TO COMPLETE THE WORK IN A TIMELY MANNER.
PROVIDE EACH SUBCONTRACTOR WITH A COMPLETE AGENCY-PERMITTED DRAWING SET AT TIME OF
CONSTRUCTION.
ALL ABBREVIATIONS INCLUDED FOLLOW INDUSTRY STANDARDS. CONTACT ARCHITECT IF ANY ABBREVIATIONS
ARE NOT CLEAR.
GC SHALL SUPPLY AND INSTALL ALL ASPECTS OF THE PROJECT DESCRIBED IN THIS DRAWING SET UNLESS
OTHERWISE NOTED. SEE SCOPE OF WORK FOR EXCEPTIONS.
GRAPHIC AND WRITTEN INFORMATION ON DRAWINGS SHALL BE COORDINATED
WITH ALL TRADES PRIOR TO INSTALLATION.
THE
DESIGN GROUP
ARCHITECTURE
CONSTRUCTION MANAGEMENT
DEVELOPMENT
1104 S. MITCHELL ST.
CADILLAC, MICHIGAN 49601
(231) 779-4002
(231) 779-4022 FAX
PROJECT CONSULTANT
10223 E. Cherry Bend Rd., Ste. A
Traverse City, Michigan, 49684
Contact: Bill Beckett, President
WT Development Corporation
Phone: (231) 922-9250
Fax: (231) 922-9257
STORE NUMBER:
PROJECT NUMBER:
BLAZE PIZZA
12697 N. Pennsylvania St.Carmel, IN 46032
10__
14106a
WALL SIGN REVISIONS1 04.09.14
FOR PERMITS & BIDS2 04.25.14
TENANT SEPARATION3 05.06.14
BLAZE REVISIONS4 05.13.14
02.11.14 Landlord Review
Carmel Corners
Meijer Outlot 'B'
DINE-IN RESTAURANT - TENANT INFILL
GREEN
INDICATES SUSTAINABLE DESIGN
DEVELOPMENT CONSULTANT
WT DEVELOPMENT CORPORATION
10223 E. Cherry Bend Road
Traverse City, MI 49684
Contact: Bill Beckett (or) Jeremy Terrell
PHONE: (231) 922-9250
Email: wtdcorp@wtdevelopment.com
TITLE/SITE
T1.0 TITLE SHEET
ARCHITECTURAL
A1.0 FLOOR PLAN
A1.1 DOOR & WINDOW SCHEDULES
A2.0 EQUIPMENT AND SEATING PLAN
A2.1 EQUIPMENT SCHEDULE(s)
A3.0 ROOF PLAN
A4.0 EXTERIOR ELEVATION(s)
A5.0 NOT USED
A6.0 CONSTRUCTION STANDARDS - BLAZE DETAILS
A6.1CONSTRUCTION DETAILS
A6.2 CONSTRUCTION DETAILS
A7.0 FLOOR / WALL FINISH PLAN
A7.1 REFLECTED CEILING PLAN
A7.2 FINISH SCHEDULE
A8.0 INTERIOR ELEVATIONS - DINING ROOM
A8.1 INTERIOR ELEVATIONS - BACK OF HOUSE
A9.0 ARCHITECTURAL SPECIFICATIONS
A9.1ARCHITECTURAL SPECIFICATIONS
LEGAL DESCRIPTION
DESIGN CRITERIA
PROJECT SUMMARY
SHOPPING CENTER / ENLARGED SITE MAP N.T.S.
BLAZE PIZZA
TENANT SUITE 'C'
REFER TO ABOVE FOR TENANT BUILD-OUT SPACE.
ACCESSIBILITY
ADA1.0 ACCESSIBILITY REQUIREMENTS
MECHANICAL
M1.0MECHANICAL FLOOR PLAN
M2.0MECHANICAL SCHEDULES
PLUMBING
P1.0 PLUMBING SCHEDULES AND NOTES
P2.0 WASTE AND VENT PLAN
P3.0 WATER AND GAS PLAN
ELECTRICAL
E1.0GENERAL ELECTRICAL NOTES
E2.0 PANEL SCHEDULES AND LOAD SUMMARY
E3.0 POWER FLOOR PLAN
E4.0 LIGHTING PLAN & SCHEDULE
BUSINESS OWNER
BLAZE MIDWEST
7870 Knapp Road
Houghton Lake, MI 48629
Contact: Rodney Walker
Phone: (989) 422-3534
ARCHITECT
THE DK DESIGN GROUP
1104 S. Mitchell St.
Cadillac, MI 49601
Architect: Dean DeKryger
Phone: (231) 779-4002
Email: dean@dkdesign.cc
CARMEL, IN BLAZE
PIZZA
PROPERTY OWNER
ECC Carmel Meijer Shops II LLC
8500 Keystone Crossing, Suite 160
Indianapolis, IN 46240
Contact: Thomas English (Manager)
Phone: (317) 574-7448
BUILDING DEPARTMENT
THE STATE OF INDIANA, Dept. of Homeland Security
Building Safety & Services, Plan Review Division
&
THE CITY OF CARMEL, Building & Code Services Dept.
Carmel City Hall, One Civic Square
Carmel, IN 46032
Contact: Jim Blanchard, Building Commissioner
Phone: (317) 571-2444
ZONING/PLANNING DEPARTMENT
CITY OF CARMEL, Planning and Zoning Dept.
Carmel City Hall 3rd Flr., One Civic Square
Carmel, IN 46032
Contact: Adrienne Keeling, Planning Administrator
Phone: (317) 571-2417
HEALTH DEPARTMENT
HAMILTON COUNTY HEALTH DEPARTMENT
18030 Foundation Dr
Suite A
Noblesville, IN 46060
Contact:
Phone: (317) 776-8500
PROJECT
LOCATION
LEGAL JURISDICTION: THE CITY OF CARMEL, HAMILTON COUNTY, AND THE STATE OF INDIANA
BUILDING CODE: INDIANA BUILDING CODE, 2008 EDITION (IBC, 2006 EDITION, 1ST PRINTING)
ANSI A117.1-2003; ASCE-7-2005
PLUMBING CODE:INDIANA PLUMBING CODE, 2012 EDITION
MECHANICAL CODE:INDIANA MECHANICAL CODE, 2008 EDITION (IMC, 2006 EDITION, 1ST PRINTING)
ELECTRICAL CODE:INDIANA ELECTRICAL CODE 2009 EDITION (NFPA 70-2008)
ENERGY CODE:INDIANA ENERGY CONSERVATION CODE 2010 (ASHRAE 90.1, 2007 EDITION, AS AMENDED)
FIRE CODE:INDIANA FIRE CODE, 2008 EDITION (IFC 2006 EDITION, 1ST PRINTING)
FIRE ALARM (KITCHEN HOODS):NFPA 17A (2007, OR AS ADOPTED BY JURISDICTION)
FUEL GAS CODE:INDIANA FUEL GAS CODE, 2008 EDITION (IFGC, 2006 EDITION, 1ST PRINTING)
BUILDING AREA:7,840 SF TOTAL
2,400 SF (THIS) TENANT SPACE
EXISTING / PROPOSED TENANT USE GROUP: A2 (RESTAURANT)
EXISTING CONSTRUCTION TYPE: II-B (PER RETAIL BUILDING ADDENDUM #1 PLANS DATED 11.25.13)
PORTABLE FIRE EXTINGUISHERS WILL BE PROVIDED AND INSTALLED PER NFPA 10.
OCCUPANT LOAD: 90 PERSONS
DINING (ACTUAL SEATS):61
STANDING SPACE:23 (111 s.f. / 5 )
KITCHEN:4 (664 s.f. / 200 )
STORAGE:1(256 s.f. / 300 )
OFFICE 1(34 s.f. / 100 )
WATER & SEWER
CITY OF CARMEL UTILITIES
Suite 200
30 West Main Street
Carmel, IN 46032
Contact: John Duffy
Phone: (317) 571-2442
ELECTRIC
DUKE ENERGY CORP.
Contact:
Phone: (800) 521-2232
MEIJER
EXISTING MEIJER
ACCESS DRIVE
N.
P
E
N
N
S
Y
L
V
A
N
I
A
S
T
.
GAS
VECTREN CORP.
Contact:
Phone: (800) 227-1376
TENTANT SPACE IN EXISTING RETAIL BUILDING, REFER TO ORIGINAL BUILDING PLANS.
5/14/14
THE
DESIGN GROUP
ARCHITECTURE
CONSTRUCTION MANAGEMENT
DEVELOPMENT
1104 S. MITCHELL ST.
CADILLAC, MICHIGAN 49601
(231) 779-4002
(231) 779-4022 FAX
PROJECT CONSULTANT
10223 E. Cherry Bend Rd., Ste. A
Traverse City, Michigan, 49684
Contact: Bill Beckett, President
WT Development Corporation
Phone: (231) 922-9250
Fax: (231) 922-9257
STORE NUMBER:
PROJECT NUMBER:
BLAZE PIZZA
12697 N. Pennsylvania St.Carmel, IN 46032
10__
14106a
WALL SIGN REVISIONS1 04.09.14
FOR PERMITS & BIDS2 04.25.14
TENANT SEPARATION3 05.06.14
BLAZE REVISIONS4 05.13.14
02.11.14 Landlord Review
Carmel Corners
Meijer Outlot 'B'
A1.0FLOOR PLAN
FLOOR PLAN 1/4"=1'-0"A
KEY NOTESB
DIMENSIONS:
A.ALL DIMENSIONS ARE TO FACE OF STUD AT NEW CONSTUCTION AND FACE OF FINISH AT
EXISTING CONSTRUCTION / FINISH SUBTRATE TO REMAIN, U.O.N.
B.DIMENSIONS NOTED AS "CLEAR" OR "HOLD" ARE MIN. REQ'D. NET CLEARANCE FROM FACE
OF WALL FINISH. VERIFY FINAL EQUIPMENT SIZES W/ VENDOR PRIOR TO INT. WALL
FRAMING.
WINDOWS / DOORS:
A.SEE SHT. A1.1 FOR WINDOW TYPES AND DOOR SCHEDULE.
B.ALL DOOR AND WINDOW OPENING DIMENSIONS ARE TO ROUGH OPENING.
WALLS / FINISH SUBSTRATES:
A.DRAWINGS ARE BASED UPON METAL STUD FRAMING. UTILIZATION OF FIRE TREATED
WOOD STUDS ON INTERIOR PARTITIONS, BULKHEADS AND SOFFITS IS ACCEPTABLE.
B.ALL WOOD FRAMING AND BLOCKING SHALL BE FIRE TREATED.
C.ALL JOINTS, GAPS OR SPACES LEADING TO ALL HOLLOW OR INACCESSIBLE SPACES
SHALL BE SEALED WITH "NSF INTERNATIONAL" APPROVED SEALANTS.
D.PROVIDE SOLID BLOCKING FOR WALL SUPPORTED ITEMS.
DECOR:
A.SEE A2.0 FOR SEATING & EQUIPMENT PLAN.
B.SEE A7.0 FOR FLOOR FINISHES & WALL FINISHES.
C.SEE A7.1 FOR CEILING FINISHES.
D.SEE A8.0 - A8.1 FOR WALL FINISHES & EQUIPMENT.
GENERAL:
A.PROVIDE THREE FIRE EXTINGUISHERS - (2) 10 lb. BC and (1) 10 lb. ABC - TO COMPLY WITH
LOCAL FIRE CODE. LOCATE PER DIRECTION OF FIRE MARSHALL OR LOCAL AUTHORIZING
AGENT.
FLOOR PLAN NOTESCWALL LEGENDD
NOT USED.
COUNTER SUPPORT LEG
CLEAR ALUMINUM FINISH HANDRAIL. SIM. TO DETAIL 5/A6.0
INSTALL INTERIOR 4" CONC. SLAB W/ 6x6 W1.4x1.4 WWF OVER 10 MIL VAPOR BARRIER
AND 4" COMP. GRAN. MAT'L. TYP. ENTIRE TENANT SPACE
TIE TO EXISTING FOUNDATION WALL / SLAB W/ 12" LONG #4 REBAR @ 48" O.C. DRILLED
& EPOXY GROUTED.
INSTALL 6'-0"x6'-0"x6" CONC. SLAB W/#4 @ 24" O.C. OVER 10 MIL VAPOR BARRIER AND 4"
COMP. GRAN. MAT'L. AT NEW DOUGH MIXER
G.C. TO PROVIDE, FABRICATE AND INSTALL A PLATFORM TO SUPPORT A 400# AIR
COMPRESSOR AND A 1600# WATER HEATER. SEE DETAILS F & G/A1.0.
NOT USED.
NOT USED.
ELECTRIC PANELS, RECESS INTO WALLS. SEE ELECTRICAL DRAWINGS FOR
ADDITIONAL INFORMATION.
VERIFY DIMENSION W/ EQUIPMENT INSTALLATION INSTRUCTIONS.
APPLY SHEATHING / BLACK PAINT TO EXTERIOR FACE OF WINDOW INFILL AS REQ'D SO
UNFINISHED WALL IS NOT VISIBLE FROM EXTERIOR OF BUILDING
ALUMINUM CLOSURE PIECE INSTALLED AT CORNER OF NEW WALL / EXISTING
WINDOW. COPE TO MATCH EXISTING WINDOW PROFILE. PAINT TO MATCH ADJACENT
WALL.
1WALL CONSTRUCTION:
3 5/8" METAL STUDS @ 16" O.C. (EXTEND TO DECK ABOVE, U.N.O.)
SOUND BATT INSULATION ( BATHROOM WALLS ONLY )
6" METAL STUDS @ 16" O.C. (EXTEND TO DECK ABOVE)
SOUND BATT INSULATION ( BATHROOM WALLS ONLY )
1 1/2" METAL STUDS @ 16" O.C. (EXTEND TO DECK ABOVE)
WALL CONSTRUCTION AND INSULATION AS PROVIDED BY LANDLORD
1
2
4
WALL SUBSTRATES:
5/8" MOISTURE RESISTANT GYP. BOARD FROM T.O. SLAB TO 16" A.F.F.
5/8" GYP. BOARD FROM T.O. M.R. GYP. BOARD TO DECK ABOVE
1/2" CEMENT BOARD FROM T.O. SLAB TO 16" A.F.F.
1/2" FIRE TREATED CDX PLYWOOD FROM T.O. CEMENT BOARD TO 6" ABOVE
CEILING HEIGHT
1/2" CEMENT BOARD FROM T.O. SLAB TO 6" ABOVE CEILING HEIGHT
NOT USED.
SUBSTRATE AS PROVIDED BY LANDLORD
AT DEMISING WALL, VERIFY 5/8" INCH THICK GYPSUM BOARD FULL HEIGHT
BOTH SIDES TO ROOF SHEATHING - FIRE SEAL AND CAULK ALL EXISTING AND
NEW PENETRATIONS.
A
B
C
D
2
E
3
3
4
5
NORTH
4B
6
7
EXISTING ROOF DECK
OR STRUCTURE
SLOTTED SLIP TRACK
FASTENED TO ROOF
DECK W/ ALLOWANCE
FOR 3/4" OF
DEFLECTION. ATTACH
W/ #10 SCREWS @
EACH STUD
METAL STUD
FRAMING, SEE
WALL TYPES
WALL SUBSTRATE,
SEE WALL TYPES
DEFLECTION TRACK 3" = 1'-0"EEQUIPMENT PLATFORM PLAN 3/4" = 1'-0"F
EQUIPMENT PLATFORM DETAIL 3/4" = 1'-0"G
2x12 FT WOOD FRAMING, TYP.
USE (2) FASTENERS PER
CONNECTION POINT CAPABLE
OF CARRYING 200# EACH, TYP.
8
3
5
A8.0
COOLER
4
FREEZER
DINING
4
TYP.
A8.0
2
1
4
3
1
1.1
3'
-
8
"
+/-12'-538"358"5'-138"6"14'-338"358"2'-0"358"32'-7"
7
OFFICE
B
15
A6.1
8'-938"
358"
7'-338"
358"
4'-338"
358"
7'-0"4'-214"2'-934"
C EE B E
8
A
AA
2
A
A
C
B
WOMENS
B.F. BATHROOM
C
MENS
B.F. BATHROOM
C
B A
SERVING
4
TYP.
4B
5
ABOVE
TYP.
2
WARE
WASHING
CU
S
T
O
M
E
R
HA
L
L
5'
-
1
1
78"
358"
6'
-
6
38"
358"
1'
-
2
"
6'
-
6
58"
358"
7'
-
1
0
18"
358"
3'
-
8
"
358"
2'-612"3'-6"3'-838"
358"
12'-178"
6'
-
7
"
6"
6'
-
7
"
6"
6'
-
0
"
358"
6'
-
2
38"
358"
5'
-
1
1
78"
3'-1"
A8.1
11
10
13
12
4
TYPICAL AT EXISTING EXTERIOR
AND DEMISING WALLS
2
1
2
2
1 1
1
1
1
4
TYPICAL AT EXISTING EXTERIOR
AND DEMISING WALLS
9
10
910
A8.1
11
14
13
15
A8.1
17
1618
2"
3'-4"
B E
THE
DESIGN GROUP
ARCHITECTURE
CONSTRUCTION MANAGEMENT
DEVELOPMENT
1104 S. MITCHELL ST.
CADILLAC, MICHIGAN 49601
(231) 779-4002
(231) 779-4022 FAX
PROJECT CONSULTANT
10223 E. Cherry Bend Rd., Ste. A
Traverse City, Michigan, 49684
Contact: Bill Beckett, President
WT Development Corporation
Phone: (231) 922-9250
Fax: (231) 922-9257
STORE NUMBER:
PROJECT NUMBER:
BLAZE PIZZA
12697 N. Pennsylvania St.Carmel, IN 46032
10__
14106a
WALL SIGN REVISIONS1 04.09.14
FOR PERMITS & BIDS2 04.25.14
TENANT SEPARATION3 05.06.14
BLAZE REVISIONS4 05.13.14
02.11.14 Landlord Review
Carmel Corners
Meijer Outlot 'B'
A1.1
DOOR
SCHEDULES
GENERAL NOTES4
HARDWARE SCHEDULE & NOTES1
GLASS SCHEDULE5 DOOR TYPES 1/4" = 1'-0"3
DOOR SCHEDULE & NOTES2
1" INSULATED TEMPERED GLASSB
1.DIMENSIONS ON THIS DWG. ARE TO FRAME EDGE.
2.INSTALL ALL DOORS AND WINDOW SYSTEMS PER MANUFACTURER'S RECOMMENDATIONS
3.ALL HM FRAMES SHALL BE 16 GA STEEL U.O.N.
4.ALL LOCKS SHALL BE SUPPLIED AND INSTALLED BY THE G.C. ALL EXTERIOR LOCKS SHALL BE
PROVIDED WITH CONSTRUCTION CORES. ALL PERMANENT CORES SHALL BE KEYED ALIKE.
5.PERMANENT CORES SHALL BE SHIPPED TO THE RESTAURANT GENERAL MANAGER.
6.KICKPLATES TO BE MOUNTED ON PUSH SIDE ONLY.
7.MAXIMUM DOOR OPERATING PRESSURE : 5 LBS INTERIOR : 8.5 LBS EXTERIOR MEASURED AT
90 DEGREES TO THE DOOR AT THE STRIKE SIDE EDGE.
8.INTERIOR OF EXISTING STOREFRONT SYSTEM TO BE PAINTED BLACK TO MATCH P-3.
10.NEW BATHROOM DOOR FRAMES TO BE PAINTED P-5.
11.ALL OTHER NEW OR EXISTING INTERIOR FRAMES SHALL BE PAINTED BLACK TO MATCH P-3.
A
D 1/4" TEMPERED GLASS
1" INSULATED GLASS
NOTE:
PROVIDE LOW E GLAZING @ EXTERIOR
STOREFRONT SYSTEM. FINAL SHADING
COEFFICIENT SPECIFICATION PER LOCAL
CODE REQUIREMENTS. DAYTIME VISIBILITY
INTO DINING ROOM SHALL BE MAINTAINED.
1.HARDWARE BY DOOR/ FRAMEMANUFACTURER/ SUPPLIER.2.ADA COMPLIANT ACCESSIBILITY SIGNAGEWHERE REQUIRED (OR AS REQUIRED BYLOCAL JURISDICTION).
C
0'-0"0'-0"
FLUSH SOLID
CORE WOOD
VENEER
3'
-
4
"
D
1/4" GLASS
GENERAL NOTES:
1.HARDWARE COLOR SHALL BE VERIFIED WITH OWNER/ BLAZE.
2.ALL HARDWARE SHALL HAVE LEVER STYLE HANDLES COMPLYING WITH ANSI/ADA.
3.CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS AND NOTIFY ARCHITECT IMMEDIATELY IF
THAT WHICH EXISTS DIFFERS FROM THAT WHICH IS SHOWN ON DRAWINGS.
4.ALL WORK TO COMPLY WITH FEDERAL, STATE AND LOCAL CODES, LAWS AND ORDINANCES. THE
REQUIREMENTS OF ICC/ANSI A117.1 AND THE AMERICANS WITH DISABILITIES ACT (ADA) ARE TO BE FULLY
SATISFIED. ALL WORK SHALL MEET THE MOST STRINGENT REQUIREMENTS OF BOTH INCLUDING, BUT NOT
LIMITED TO CLEARANCES, LIMITATIONS, ACCESSORIES, ETC.
5.THESE DRAWINGS ARE PREPARED IN ACCORDANCE WITH THE LIMITED SERVICES FOR WHICH THE
ARCHITECT WAS CONTRACTED. THE ARCHITECT MAKES NO REPRESENTATION THAT THE INTERPRETATION
OF THESE DOCUMENTS WILL RESULT IN COMPLETE COMPLIANCE WITH THE ADA.
6.ALL DOORS REQUIRED TO BE LABELED SHALL BE SET IN LABELED FRAMES AND IDENTIFIED WITH UL LABEL
AND BE PROVIDED WITH APPROVED SELF-CLOSING DEVICES AND POSITIVE LATCHING HARDWARE.
7.ALL DESIGNATED EXIT DOORS SHALL BE EQUIPPED WITH THE REQUIRED EGRESS HARDWARE.
8.FURNISH HARDWARE AS SCHEDULED OR AS PRE-APPROVED SUBSTITUTION, NO ALTERNATES WILL BE
ACCEPTED UNLESS OWNER/ ARCHITECT APPROVED PRIOR TO BID SUBMISSION.
9.PROVIDE MARSHALL BEST KEYWAY CYLINDERS, COMBINATED IC CORES AND KEYS; KEYED TO EXISTING
MASTER SYSTEM. INCLUDE KEY CONFERENCE AND KEY SYSTEM SCHEDULE. WHERE “IC7” IS INDICATED,
FURNISH A KEYED CYLINDER AND TWO CUT KEYS FOR EACH LOCKING DEVICE SPECIFIED, PLUS SIX MASTER
KEYS AND TWO CONTROL KEYS.
10.SUPPLY AND PROVIDE ALL NECESSARY REINFORCEMENTS, BRACKETS, FASTENERS, SPACERS AND FILLERS
TO PROVIDE A COMPLETE FUNCTIONING OPENING.
11.PROVIDE COMPLETE SHOP DRAWINGS, SUBMITTALS AND CUT SHEETS COMPLYING WITH DHI PRESCRIBED
METHODS AND VERTICAL FORMAT DOUBLE SPACED HARDWARE SCHEDULE.
FLUSH SOLID
CORE WOOD
VENEER
1'
-
0
"
D
FLUSH SOLID
CORE WOOD
VENEER
5'
-
0
"
10
"
3'
-
6
"
ALUM STOREFRONT
SYSTEM PROVIDED BY
LANDLORD
FRAME FOR TYPE
A DOORS SHOWN
IN 9/A1.1
B
WINDOW TYPES 1/4" = 1'-0"9
1.1 1
0'-0"
12''-7" R.O.
EXTERIOR ALUM. STOREFRONT
PROVIDED BY LANDLORD (SEE
LANDLORD'S CONSTRUCTION
DRAWING - SF4) INTERIOR TO BE
BLACK TO MATCH P-3
24'-212" R.O.24'-212" R.O.
EXTERIOR ALUM. STOREFRONT
PROVIDED BY LANDLORD (SEE
LANDLORD'S CONSTRUCTION
DRAWING - SF5) INTERIOR TO BE
BLACK TO MATCH P-3
B
HARDWARE SET 1 -PROVIDED BY LANDLORD(SEE LANDLORD'S CONSTRUCTION DRAWING - HARDWARE SET #01)
HARDWARE SET 2PROVIDED BY LANDLORD(SEE LANDLORD'S CONSTRUCTION DRAWING - HARDWARE SET #02)
HARDWARE SET 2APROVIDED BY LANDLORD(SEE LANDLORD'S CONSTRUCTION DRAWING - HARDWARE SET #02A)
HARDWARE SET 2PRIVACY LOCK [LOCK / UNLOCK] + CLOSER3 EA.BUTT HINGE BB81 4 ½ X 4 ½10B INTERNATIONAL1EA.PRIVACY LOCK MB1 20 15 10B MARSHALL BEST1EACLOSER 44CI RA (PULL SIDE MOUNT)DBINTERNATIONAL1EACOAT HOOK 3071 10B TRIMCO1EA.WALL STOP 1270WV 10B TRIMCO1EAKICKPLATE K0050 B4E 10” X 2” LDW10BTRIMCO
HARDWARE SET 4PUSH-PULL SET [ALWAYS UNLOCKED] + CLOSER3 EAHINGES BB81 4 ½ X 4 ½10BINTERNATIONAL1EAPULL PLATE 1017-3B (MOUNT PRIOR TO PUSH PLATE)10BTRIMCO1EAPUSH PLATE 1001-9 (MOUNT OVER PULL FASTENERS)10B TRIMCO1EACLOSER 44CI PA (PUSH SIDE MOUNT)DB INTERNATIONAL1EA.WALL STOP 1298 10B TRIMCO1EAKICKPLATE K0050 B4E 10” X 2” LDW 10BTRIMCO
HARDWARE SET 5OFFICE LOCK [LOCK / UNLOCK]3 EA.BUTT HINGE BB81 4 ½ X 4 ½10B INTERNATIONAL1EA.OFFICE LOCKSET MB1 01 15 X IC710B MARSHALL BEST1EA.WALL STOP 1270WV 10B TRIMCO
1PROVIDED BY LANDLORD (100C)AALAL1
DOOR SIZEDOOR
NO.
FR
A
M
E
DO
O
R
TY
P
E
23'-0" x 7'-0"BWDHM32
HW
D
E
NO
T
E
S
53'-0" x 7'-0"DWDHM5
43'-0" x 7'-0"CWDHM4
33'-0" x 7'-0"BWDHM32
1.1PROVIDED BY LANDLORD (100E)HMHM2
6PROVIDED BY LANDLORD (100F)HMHM2A
THE
DESIGN GROUP
ARCHITECTURE
CONSTRUCTION MANAGEMENT
DEVELOPMENT
1104 S. MITCHELL ST.
CADILLAC, MICHIGAN 49601
(231) 779-4002
(231) 779-4022 FAX
PROJECT CONSULTANT
10223 E. Cherry Bend Rd., Ste. A
Traverse City, Michigan, 49684
Contact: Bill Beckett, President
WT Development Corporation
Phone: (231) 922-9250
Fax: (231) 922-9257
STORE NUMBER:
PROJECT NUMBER:
BLAZE PIZZA
12697 N. Pennsylvania St.Carmel, IN 46032
10__
14106a
WALL SIGN REVISIONS1 04.09.14
FOR PERMITS & BIDS2 04.25.14
TENANT SEPARATION3 05.06.14
BLAZE REVISIONS4 05.13.14
02.11.14 Landlord Review
Carmel Corners
Meijer Outlot 'B'
A2.0
EQUIPMENT &
SEATING PLAN
EQUIPMENT / SEATING PLAN 1/4"=1'-0"A
KEY NOTESBSEATING PACKAGE - BY SEATING VENDOR U.O.N. (INTERIOR SEATS = 62)C
SPLASH GUARD. SEE DETAIL 26 / A6.2. INSTALLATION
SHALL BE COORDINATED WITH HAND SINK
INSTALLATION. PROVIDE BLOCKING @ WALLS.
1
2
NORTH
BA
R
H
E
I
G
H
T
S
E
A
T
I
N
G
-
4
2
"
A
F
F
BA
R
H
E
I
G
H
T
S
E
A
T
I
N
G
-
4
2
"
A
F
F
6'
-
1
0
1
/
8
"
[8
2
1
/
8
"
]
3'-8"
[44"]
3'
-
8
"
[4
4
"
]
5'-0"
[60"] HOLD
4'
-
7
1
/
2
"
[5
5
1
/
2
"
]
4'
-
1
1
"
[5
9
"
]
4'
-
9
5
/
8
"
[5
7
5
/
8
"
]
5'
-
3
5
/
8
"
[6
3
5
/
8
"
]
5'-6 1/2"
[66 1/2"]
3'
-
8
"
[4
4
"
]
3'-0"
[36"]
3'-8"
[44"]
2'
-
8
"
[3
2
"
]
3'
-
6
"
[4
2
"
]
NOT USEDD
4
25
5
29
3
28
1.2
14
4
3
2
5
13
18
1
5 5
6.2
6.3
6.4
6.5
6.6
7
7.1 7.2
7.3
7.4
8
1013.2
13.5
17.1
17.4
17.6
17.5
17.7
2030
3535.1
38
39
39
43
26
44
47
4645
13.3
48
50
F-030
K-210
K-310
N-043
S-580
LEGEND:
FLOOR SINK- FULL OPEN
FLOOR SINK-1/2 GRATE
FLOOR TROUGH
FLOOR DRAIN W/ SQUARE GRATE
FLOOR SINK-3/4 GRATE
GENERAL NOTES:
ALL INTERIOR DIMENSIONS AT METAL STUD WALLS ARE FINISH TO FINISH, U.N.O
ALL DIMENSIONS ARE TO CENTERLINE OF FIXTURE U.N.O
(A)
(B)
FEATHER SURFACE AROUND FLOOR DRAINS 4'-0" DIA. FOR SMOOTH TRANSITION(C)
REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION(D)
MAINTAIN A 2" MIN. CLEAR DISTANCE BETWEEN COVE BASE AND SETTING FLANGE AT FLOOR
SINKS AT WALL CONDITIONS
(E)
REFER TO DETAIL 3/6.4 FOR CONCRETE RE-INSTALLMENT IF REQUIRED.(F)
PLATFORM FOR SAFE. SEE DETAIL 27 / A6.2 -
COORDINATE LOCATION WITH BLAZE OWNER.
VERIFY WITH LOCAL JURISDICTION FOR DIRECT & INDIRECT CONNECTIONS(G)
INSTALL WATER FILTER LINES UNDER PREP TABLE(H)
X
X
7
1
15
3
MENU BOARD- SERVE LINE CLAYTON/KENDALL13
DESCRIPTION PROVIDEITEM #QTY.
PICK-UP - EXPO21
POS COUNTER GC31
EXPO STATION GC41
DRINK STATION GC REFER TO FLOOR PLAN FOR DIMENSIONS51
6
L-SHAPED 'BANQUET' BENCH SEATING W/ PALLET BACK
6.21
CHAIR725
WINDOW COUNTER(s) 18" X 10'-0" LONG FURN NOT USED90
BAR HEIGHT STOOL FURN MUST BE UNPACKED; NO ASSEMBLY REQUIRED1024
TRASH CAN SURROUND GC113
55 GAL.TRASH CAN & DOLLY KES123
WOOD PALLET WITH METAL FRAME ON 'BANQUET'GC13.
FURN141
PATIO CHAIR FURN1616
DESK & SHELVES GC181
GC
INSTALL
GC
GC
GC
GC
GC
GC
GC
GC
GC
GC
GC
GC
FURNISHING SCHEDULE
REMARKS
MUST BE ASSEMBLED
MUST BE UNPACKED; NO ASSEMBLY REQUIRED
FURN MUST BE ASSEMBLED AND BOLTED TO FLOOR6.13 GC
FURN156 GC MUST BE ASSEMBLED
COMMUNITY TABLE, 27" X 27"FURN8.16 GC MUST BE ASSEMBLED AND BOLTED TO FLOOR
PATIO TABLE, 30" x 24"
PATIO TABLE, 30" x 48" (ADA ACCESSIBLE)
CLAYTON/KENDALL
49" X 23"- BRACKETS BY CLAYTON/KENDALL
23" X 23"- BRACKETS BY CLAYTON/KENDALL
TABLE, 27" x 24" FURN6.35 GC MUST BE ASSEMBLED AND BOLTED TO FLOOR
COMMUNITY TABLE, 27" X 48"FURN83 GCMUST BE ASSEMBLED AND BOLTED TO FLOOR
FURN MUST BE ASSEMBLED AND BOLTED TO FLOORGC
REFER TO INTERIOR ELEVATIONS
X
3
8
6.1
WOMEN'S
MEN'S
TABLE, 27" x 30" FURN6.42 GC MUST BE ASSEMBLED - FREESTANDING
6.4
7
FURN
1
11
12
51
PLATFORM FOR AIR COMPRESSOR AND / OR WATER
HEATER ABOVE. SEE DETAIL F / A1.0
* DRAINS AND SINKS
SHOWN HERE FOR
REFERENCE, REFER
TO PLUMBING PAGES
FOR FULL DETAILS
20'-6"
19
'
-
6
"
7.1
6.1
6.3
6.3
6.3 6.3 6.4
6 6.2
6.1
TABLE, 27" x 48"FURN MUST BE ASSEMBLED AND BOLTED TO FLOORGC
7.11
7 7 7 7
7
7
7
7
7
7
7
7
7
7
7
7
7
8
88.1
8.1
8.1
8.1
10
10
10
10
10
10 10
10
10
10
10 10
10
10
10
10 10
10
10
10
10
11
12
11
12
11
12
13
15
15
15
15
16 16
16
PATIO UMBRELLA FURN173 GC MUST BE ASSEMBLED
MUST BE ASSEMBLED
17 17
PROPOSED
( I )GRAPHIC WALL LOCATIONS ARE SHOWN FOR GENERAL INFORMATION ONLY, OWNER
TO VERIFY FINAL INSTALLATION LOCATIONS AND SIZES WITH BLAZE CORP. PRIOR TO
FABRICATION.
1
2
3
( I )
LOCATION
VARIES 2
5
6
PROPOSED SECONDARY( I )6
7
7
7
8
15
16
12
B-241
B-251 B-290
N-135N-150
14B-251B-290
N-135 N-150
B-241
12
(ABOVE)
F-174
S-375
N-250
B-700
(ABOVE)
17
1717
17.2
24
8
1.1
(ABOVE)
37
6
13.2 13.3
X-00x
X-00x
13.3
6.3
7
7
7
7
TABLE, 27" x 24" (ADA ACCESSIBLE)
1 TABLE, 27" x 60"FURN MUST BE ASSEMBLED AND BOLTED TO FLOORGC
10
10
10
8.1
8.1
4
4
4
WALK-IN COOLER/FREEZER SPECS.E
13
'
-
6
"
8'-6"
W-070
2'-8"3'-0"2'-2"
2'-312"2'-6"3'-012"
2'
-
6
"
10
'
-
0
"
WALK-IN COOLER/FREEZER SPECS.
•FLUSH (INSIDE TO CEILING)
AND CENTERED
EVAPORATOR/FANS.
•LINESETS AS REQUIRED AND
REMOTE ROOFTOP
CONDENSERS
•FLOOR PROVIDED FOR
FREEZER
ITEM #QTY.
PIZZA DOUGH PRESS - PNEUMATIC DOUGHPRO DP1300-A KESGC11
CUSTOM SES0308 KESGC1.2 1
DOUGHPRO DP1100 KESGC1.11
FIRE EXTINGUISHER2TBD
3
4
PIZZA PAN RACK AMERICAN METALCRAFT 19029
KES
53
WORK TABLE- 54" x 24"- W/ UNDERSHELF- NO SPLASHGUARD ADVANCE TABCO
KES
6.1 1
PREP TABLE- 96" x 30"- W/ 5" SPLASHGUARD- NO UNDERSHELF KES6.3 1
6.4
FIRE DECK OVEN, GAS WOODSTONE FD-9660-RFGLR-IR
KES
7 1
EXHAUST HOOD SG-BDL-O-WS-72-F
GCGC
7.1 1
HALF HEIGHT PIZZA PAN RACKS ALEXANDER IND.HDE-400 MOD-33BLZ
KES RIG
8 2
REFRIGERATED SANDWICH UNIT- 60"CONTINENTAL SW60-24M-FB
KES GC
9 2
9.1
WATER HEATER -
KES GC
10 1
NOT USED --
KESGC
11 -
12
13
13.3
13.1
WALL SHELVING - 12" X 96"GC13.2 2
13.6
HAND SINKS (TOWEL AND SOAP DISPENSER IN OWNER SUPPLIED ITEMS)EHS-1
13.4
NOT USED -
13.5
16
14
-15
1854NK3
KES5
WIRE SHELVING, 5 TIERS- 18" X 36"17
17.1
17.2
17.3
17.4
17.5
17.6
NOT USED --18
19
NOT USED ----21 -
NOT USED ---
NOT USED ---
MOP SINK MOP-20-12 GC241
WATER FILTER EVERPURE EV9437-10 VENDOR GC
22-
23
27
25
26
FOOD MIXER HOBART HL662-1STD KES GC
281
SPARE NUMBER30.1 -
SOMERSET IND.SDR-400T
-
29 1
30
31
32
NOT USED ---33-
33.1
34
HOT WATER DISP BUNN H5E-40-208 KESGC351
36
MAGNETIC KNIFE HOLDER WINCO PMB-18 KESGC371
CAN OPENER EDLUND U-12 KESGC381
GLOVE DISPENSERS- 3 BOX HOLDER SAN JAMAR -KESGC393
40
POS TERMINAL
CRATHCO-GRINDMASTERD25-3
422
DESCRIPTION MANUFACTURER MODELPROVIDEINSTALL LOW VOLTAGECAT 5/6PULL WIRE
ELECTRICAL CONNECTION
MISCELLANEOUS CONNECTIONS
AIR COMPRESSOR - W/ DRYER & AUTODRAIN
REMARKS
MISCELLANEOUS SCHEDULE
SEC
PROVIDE
-
GC
-
GC
GRPH
FRAN
FRAN
-
GC
DMX
-
-
SIGN
SEC
INSTALL
-
GC
-
GC
GRPH
GC
GC
-
GC
DMX
-
-
SIGN
CAMERA & ALARM SYSTEM
DESCRIPTION
FIRE SPRINKLER
ANSUL SYSTEM
NOT USED
HVAC & EXHAUST SYSTEMS
INTERIOR WALL GRAPHIC
"UNDER CONSTRUCTION" WINDOW PAPER
VINYL LOGO & HOURS FOR DOOR/WINDOW
NOT USED
NOT USED
DATA CABLING (FOR POS & TELEPHONE/DSL)
SPEAKERS / CONTROL & CABLING
NOT USED
NOT USED
EXTERIOR SIGNAGE
BY OWNER
REMARKS
TAPE INSIDE WINDOWS AT START OF CONSTRUCTION (IF APPLICABLE)
REFER TO ELECTRICAL PLANS
PIZZA DOUGH PRESS - MANUAL
TEA BREWER1
TEA DISPENSER1
DOUGH PREP TABLE- 72" x 30"- W/ 5" SPLASHGUARD- NO UNDERSHELF6.2 1
WORK TABLE- 72" x 36"- W/ UNDERSHELF- NO SPLASHGUARD1
WOODSTONE
1
GARBAGE CAN "SLIM JIM" 4
2
1
UNIVERSAL STAINLESS
BUN PAN RACK (DOUGH RACK FOR INSIDE COOLER)
1
-
1
-
UNIVERSAL STAINLESS
DRINK MACHINE W/ ICE MACHINE & DISPENSER TOP MOUNTED
BAG-N-BOX SYSTEM
1
CO2 TANK
1
SPARE NUMBER
1
1
-
-
-
NOT USED-
-
NOT USED-
431
STRAW HOLDERS SAN JAMAR L320C KESGC454
WASTE BIN- PROVIDE STAINLESS STEEL GROMMET -KESGC461
LID DISPENSER- WALL MOUNT WHEN POSSIBLE SAN JAMAR L3402 KESGC471
REFRIGERATED DISPLAY CASE FEDERAL IND.ELPRSS3 KESGC481
VO
L
T
A
G
E
120
PH
A
S
E
AM
P
E
R
A
G
E
112.5
KI
L
O
W
A
T
T
S
HO
R
S
E
P
O
W
E
R
TY
P
E
O
F
C
O
N
N
.
DGR
HE
I
G
H
T
A
.
F
.
F
48"
HO
T
W
A
T
E
R
S
I
Z
E
WATER CONNECTIONS
CO
L
D
W
A
T
E
R
S
I
Z
E
ST
U
B
U
P
H
E
I
G
H
T
EQ
U
I
P
.
H
E
I
G
H
T
H.
W
.
C
O
N
S
U
M
P
T
I
O
N
DRAINS
IN
D
.
W
A
S
T
E
DI
R
E
C
T
W
A
S
T
E
WA
S
T
E
H
E
I
G
H
T
GA
S
L
I
N
E
S
I
Z
E
GAS
GA
S
H
E
I
G
H
T
A
F
F
MB
T
U
L
O
A
D
WA
T
E
R
C
O
L
U
M
N
HE
I
G
H
T
A
.
F
.
F
AI
R
L
I
N
E
AIR
3/4"16"350
1/2"1/2"20"1 1/2"10"
1/2"36"3"1/2"2"
1/2"60"
1/2"50"
OWNER TO PROVIDE TOWEL AND SOAP DISPENSER - FILL BEFORE HEALTH INSPECTION - GC TO INSTALL
SEE PLUMBING NOTES
INTERPIPE DRINK MACHINE W/ ICEMAKER
230117 SGR108"
120112.5 DGR48"
3
DGR
120 1
8.2
208 118 JB 24"
120 1 12.8 DGR 24"
20816.9 DGR48"
12016 DGR48"
120 1 16 DGR 4"
-
KES
BEVERAGE DISPENSER (LEMONADE)
SWITCH & FANS SEE ELECTRICAL NOTES
KES
120120
BY OTHERS TYPE ABC RATED MIN.GCGC LOCATION TO BE DETERMINED BY FIRE DEPARTMENT
BUNN
BUNN
TB3Q
TDO-4
ANSUL SYSTEM R-1027.2 1 ANSUL
120 1
4
24"
RUBBERMAID FG354000GRAY
-
GC GC
SEE PLUMBING PLANS - ANSUL SYSTEM TO BE PROVIDED AND INSTALLED BY GENRAL CONTRACTOR. MICROSWITCH TO BE ADDED
CORNELIEUS -COKE GC
-
--
--
KES GC
WALL SHELVING - 12" X 72"
SPEED RAIL- 36" LONG
WS-12-72
RS-36 ROYAL SERIES
ALEXANDER IND.HDE-400 MOD-72 BLZ
1
METRO
METRO
3
--
2160NK3
METRO
WIRE SHELVING, 5 TIERS- 18" X 54"
SPARE NUMBER
WIRE SHELVING, 5 TIERS- 21" X 54"
2
1
KES
KES
KES
-
KES
-
KES
KES
KES
KES
-
GC
GC
GC
-
-
-
-
DOUGH ROUNDER W/TABLE CART W/CASTERS
--
17.9
17.8
17.7
-
6.5
6.6
6.7
1
1
-
WORK TABLE- 72" x 30" NO SPLASHGUARD-W/ DROP IN SINK
-
JB 24"
-
-15.11 -
PIZZA TOOL WITH RACK7.3 1
10" HIGH STAINLESS STEEL PLATE (WALL PROTECTED)7.4 1 16 GA. SS.
-
STAINLESS STEEL
KES
GC
GC
GC
WALL HOOK FOR HAND MIXER --KES GC201
BLOCKING BEHIND TOOL BRACKET.
NO CORD ATTACHED
--
NOT USED49-
JB CEIL
SPARE NUMBER -
STAINLESS STEEL DROP-IN SINK ADVANCE TABCO
MS-365
TKMS-306
TKMS-307
MS-366
TKMS-300
-
TA-11D
--
GC
GC
GC
GC
GC
PLACE ON WALL BEHIND OVEN TOOL HEADS FOR WALL PROTECTION
WITH ALUMINUM STEEL TOP
SEE PLUMBING DRAWINGS
WITH 4 POSTS 54PDFK3 AND SHELF SUPPORT 1WS18K3
2
1
1 WALL SHELVING - 12" X 72"WS-12-72
WALL SHELVING - 12" X 30"
-
SPARE NUMBER --
SPARE NUMBER --
--
--
WOODSTONE
41 1 --
DOUGH TOTE CART- 19" x 27" x 10"441 CAMBRO K1874
--
KESGC
ITEM #
WA
T
E
R
F
I
L
T
E
R
S
I
Z
E
PRINTER
1
1
WIRE SHELVING, 2 TIERS- 21" X 48"
1836NK3
1824NK3
WALL SHELVING - 12" X 36"
WALL SHELVING - 12" X 42"ADVANCE TABCO
WS-12-96
WS-12-60
COKE
COKE
COKE
COKE
ADVANCE TABCO
ADVANCE TABCO
ADVANCE TABCO
ADVANCE TABCO NO UNDERSHELF, 18" X 24" DROP IN SINK
ADVANCE TABCO
KROWNE METAL
ADVANCE TABCO
VENDOR
SPARE NUMBER ----
--
41.1 1 --PRINTER
PROVIDE DATA & CONDUIT TO MANAGER DESK AREA- PROVIDE POWER
POWER & DATA- 2 DATA PER TERMINAL- CONNECT TO MANAGER STATION
PROVIDE DATA & CONDUIT TO MANAGER DESK AREA- PROVIDE POWER
WITH 90 DEGREE PLUG- PROVIDE 2" CASTERS
HOT WATER DISP WALL BRACKET35.11 -KES GC
SDCRSDCR
VENDOR
VENDOR
GC
GC
SAN JAMAR
KESGCBOTTLE CAP CATCHER- STAINLESS STEEL FOR HANDOUT MENUS- SMALLWARE ORDER
1
2
3
4
5
6
13
15
7
8
9
10
11
12
14
DOUGHPRO UT1300 KESGC1.3 2 DOUGH PRESS TABLE
KES GC
GC
KES
KES
GC
ADVANCE TABCO
GC
GC
-
-
GC
GC
GC
-
EPOXY FINISH
EPOXY FINISH
EPOXY FINISH
EPOXY FINISH
VENDOR
VENDORVENDOR
KESGC
BUNN
REFER TO EXTERIOR ELEVATIONS, NOT A PART OF THIS PERMIT
METRO KES GC EPOXY FINISH
REFER TO REFLECTED CEILING PLANS
DRINK SLEEVES502 SAN JAMAR C2210SM KESGC
ATTACH TO SHELF
NOT USED
--
61 --
B-241 2 KAY 3741 WALL MOUNTED SOAP DISPENSER
B-251 2 KAY 3741 WALL MOUNTED SANITIZER DISPENSER
B-290 2 BOBRICK B-262 WALL MOUNTED TOWEL DISPENSER
B-5991 SPG/ISS WST806Y MOP SINK STATION
F-0301 SPG/ISS HOOK246R2Y WALL MOUNTED COAT HOOKS
F-1741BRINKS A-Galileo 111-01 FLOOR SAFE WITH TOUCH SCREEN, 3 DOOR X
K-2101 SPG/ISS WST255E PREP. WORKSTATION - 50" WALL TRACK SHELVING
K-2211 SPG/ISS DS-1F 3 COMP. WKSTN. - 96" WALL TRACK SHELVING
N-0431 METCRAFT/POWERSOAK PS6750 3 COMP. SINK 102"LX31"D (L TO R), W/ PRE-RINSE,CLICK & CLEAN SYSTEM & (2) T&S B-2466 FAUCETS XX
N-0711 B-2456-W-MAX MOP SINK FAUCET X
N-1352 B-2456-W-119X HAND SINK FAUCET, SPLASH MOUNTED X
N-150 2T&S BRASS B-0509 HAND SINK KNEE PEDAL X
N-2501ECOLAB DISH MACHINE BY OWNER UNDER MONTHLY CONTRACTSEE PLUMBING FOR ADDT'L SPECIFICATIONS X
S-3751DELFIELD
CONNECT TO SYSTEM PROVIDED BY LANDLORD REFER TO FIRE SUPPRESSION PLANS
FOR CONNECTION LOCATIONS
CONNECT TO SYSTEM PROVIDED BY LANDLORD REFER TO MECHANICAL PLANS FOR
CONNECTION LOCATIONS
OWNER SUPPLIED ITEMS SCHEDULE
T&S BRASS
T&S BRASS
IN
S
T
A
L
L
DESCRIPTION REMARKSITEM #QTY.MODEL
P
L
U
M
B
.
ELEC.
GC
GC
GC
GC
GC
GC
GC
GC
GC
GC
GC
GC
VEND
GC XX
W-0701FORMA-KOOL REMOTE CONDENSERS, REFER TO SPECS. ON 3.2 AND TO PLUMBING FOR ADDITIONAL SPECS.
SPARE NUMBER
-
-
WALK-IN COOLER/FREEZER GCXX
--
NOT USED -----
WIRE SHELVING, 5 TIERS- 21" X 60"
1 WIRE SHELVING, 5 TIERS- 21" X 84"
METRO
METRO
2154NK3
2184NK3
KES GC
KES GC
EPOXY FINISH
EPOXY FINISH
-
-NOT USED ----
S-580 1 CO2 (BULK) TANK MVE #11805373 WITHOUT IMPURITY RING.
----
GCKESWS-12-36ADVANCE TABCO
SELF SERVE S.S. DRINK COUNTER, 8' LONG X3' DEEP HINGED DOOR UTILITY STAND,
DOORS POWDER COATED BLACK, TOP CUTOUTS, S/S ENDS & BACK.
STAINLESS STEEL COUNTER
ES-2000 W/ 36" DRAIN BOARDS X
VEND
CONTINENTAL SW72-30M-FB KESGC DGR8.21201 24"
B-7001 EDLUND / CAN CRUSHER CM-1000SS PEDESTAL MOUNT GC
WS-12-30 GCKESADVANCE TABCO
KITCHEN EQUIPMENT SCHEDULE X MECHANICAL SCHEDULEELECTRICAL SCHEDULE
X-XXX X
16
CAN CART - FULL HEIGHT511 NEW AGE KESGC WITH 2" CASTERS1250CK
WIRE SHELVING, 5 TIERS- 18" X 42"METRO1 KES1842NK3 GC EPOXY FINISH
----
REFRIGERATED SANDWICH UNIT- 72" (TO-GO)
KESWORK TABLE- 16" x 60"- W/ UNDERSHELF-W/ 5" SPLASHGUARD ADVANCE TABCO MS-365 GC
X-00xTBDMISC. SIZE, TBD BY OWNER VERIFY WITH OWNERWALL TRACK SHELVING GC
A2.1
EQUIPMENT
SCHEDULE
THE
DESIGN GROUP
ARCHITECTURE
CONSTRUCTION MANAGEMENT
DEVELOPMENT
1104 S. MITCHELL ST.
CADILLAC, MICHIGAN 49601
(231) 779-4002
(231) 779-4022 FAX
PROJECT CONSULTANT
10223 E. Cherry Bend Rd., Ste. A
Traverse City, Michigan, 49684
Contact: Bill Beckett, President
WT Development Corporation
Phone: (231) 922-9250
Fax: (231) 922-9257
STORE NUMBER:
PROJECT NUMBER:
BLAZE PIZZA
12697 N. Pennsylvania St.Carmel, IN 46032
10__
14106a
WALL SIGN REVISIONS1 04.09.14
FOR PERMITS & BIDS2 04.25.14
TENANT SEPARATION3 05.06.14
BLAZE REVISIONS4 05.13.14
02.11.14 Landlord Review
Carmel Corners
Meijer Outlot 'B'
A3.0ROOF PLAN
ROOF / STRUCTURE PLAN 1/4"=1'-0"A
GENERAL:
A.LANDLORD TO INSTALL ALL ROOF TOP EQUIPMENT. INSURE WATER TIGHT SEAL UPON
COMPLETION.
B.INSTALL ALL NEW ROOF TOP EQUIPMENT PLUMB AND LEVEL ON ROOF CURB AS
SPECIFIED IN MECHANICAL DRAWINGS.
C.INSTALL ROOF CURBS PER MANUFACTURER'S RECOMMENDATIONS
D.ROOF CRICKETS SHALL BE INSTALLED AT ALL NEW ROOF TOP EQUIPMENT. MINIMUM
CRICKET SLOPE: 1/2" PER FOOT.
E.VERIFY SPACING OF NEW ROOF OPENING SUPPORTS WITH MECHANICAL EQUIPMENT CUT
SHEETS.
ROOF NOTESB
DINING
CUSTOMER
SERVING
FREEZER
COOLER
WARE
WASHING
OFFICE
STORAGE
A8.0
2
1
4
3
B.F. BATHROOM
DINING
A8.1
11
13
12
30
A6.2
29
A6.2
27
A6.2
26
A6.2
31
A6.2
28
A6.2
9
A6.1
8
A6.0
SIM.
4
A
2D3D
1
A
3
A
15
A8.110
A8.1
14
A8.1
16
A8.1
A8.0
6
5
8
7
6'-10"
312"
4'-712"
312"
6'-7"
6"
5'-012"
1'-0"
34'-3"+/- 18'-212"
14
'
-
3
"
312"
2'
-
2
12"
312"
4'
-
9
12"
312"
5'-312"312"6'-8"312"6'-1"6"3'-9"312"1'-812"312"
7'
-
4
12"
7'
-
1
0
"
7'
-
8
"
312"
3'
-
5
12"
2'
-
1
0
"
19'-8"13'-112"312"26'-1"312"
+/
-
1
2
'
-
3
"
+/
-
5
'
-
3
12"
1C2
B.F. BATHROOM
A8.0
6
7
8
5
1C3
SIM.
32
A6.2
4E
1B
27'-612" SUBSTRATE IN LIEU OF TOP 1/2" GYP LAYER OF SUBSTRATEDC1
2
3
A6.0
SIM.SIM.
4
A
1
A
4
4
3
9
A8.0
1B
1C
1A
1A
1A
3
1
C
3
C
1B
1
B
3
4
5
4
4
4
1'
-
6
"
19'-9"
312"3'-212"312"
5'-1"
3'
-
6
"
VE
R
I
F
Y
3'
-
0
"
6
7
6
7
6
6
7
8
9
12"
MIN.
18"
MIN.
NORTH
1
4B
TYP.
TYP.
TYP.
1
30'-2"6'-0"
1
1
1
THE
DESIGN GROUP
ARCHITECTURE
CONSTRUCTION MANAGEMENT
DEVELOPMENT
1104 S. MITCHELL ST.
CADILLAC, MICHIGAN 49601
(231) 779-4002
(231) 779-4022 FAX
PROJECT CONSULTANT
10223 E. Cherry Bend Rd., Ste. A
Traverse City, Michigan, 49684
Contact: Bill Beckett, President
WT Development Corporation
Phone: (231) 922-9250
Fax: (231) 922-9257
STORE NUMBER:
PROJECT NUMBER:
BLAZE PIZZA
12697 N. Pennsylvania St.Carmel, IN 46032
10__
14106a
WALL SIGN REVISIONS1 04.09.14
FOR PERMITS & BIDS2 04.25.14
TENANT SEPARATION3 05.06.14
BLAZE REVISIONS4 05.13.14
02.11.14 Landlord Review
Carmel Corners
Meijer Outlot 'B'
ROOF / STRUCTURE PLAN1/4"=1'-0"A
GENERAL:
A.REMOVE / REWORK EXISTING ROOFING AS REQ'D TO INSTALL NEW ROOF TOP EQUIPMENT.
INSURE WATER TIGHT SEAL UPON COMPLETION.
B.INSTALL ALL NEW ROOF TOP EQUIPMENT PLUMB AND LEVEL ON ROOF CURB AS
SPECIFIED IN MECHANICAL DRAWINGS.
C.INSTALL ROOF CURBS PER MANUFACTURER'S RECOMMENDATIONS
D.ROOF CRICKETS SHALL BE INSTALLED AT ALL NEW ROOF TOP EQUIPMENT. MINIMUM
CRICKET SLOPE: 1/2" PER FOOT.
E.VERIFY SPACING OF NEW ROOF OPENING SUPPORTS WITH MECHANICAL EQUIPMENT CUT
SHEETS.
ROOF NOTESB
NORTH
EX
I
S
T
W
1
4
x
2
2
EX
I
S
T
W
2
1
x
5
0
EXIST W16x31
EXIST. W16x31
EXIST 24KSP5
EXIST 24KSP5
EXIST 24KSP5
EXIST 24KSP5
EXIST 24KSP5
EXIST 24KSP5
EX
I
S
T
W
1
4
x
2
2
C
A3.0
C6x8.2
EXIST 24KSP5
EXIST 24KSP5
EXIST 24KSP5
EXIST 24KSP5
EXIST 24KSP5
L 2 12 x 2 12 x 316345 LB.
CORNER LOAD,
CENTER ON
EXIST. JOIST
242 LB.
CORNER LOAD,
CENTER ON
EXIST. JOIST
213 LB.
CORNER LOAD
258 LB.
CORNER LOAD
C6x8.2
L 2 12 x 2 12 x 316173 LB.
CORNER LOAD
160 LB.
CORNER LOAD
249 LB.
CORNER LOAD,
CENTER ON
EXIST. JOIST
265 LB.
CORNER LOAD,
CENTER ON
EXIST. JOIST
C
A3.0
RTU-2
1058 LB
RTU-2
847 LB
EXISTING STRUCTURE AS DESIGNED IS
CAPABLE OF SUPPORTING NEW ROOF
LOADS WITHOUT ANY ADDITIONAL
REINFORCEMENT
EF-1
200 LB
EF-2150 LB
12'-1112"6'-3"16'-1012"
L 3 x 3 x 14
L 3 x 3 x 14
EXIST 24K4 EXIST 24K4
EXIST 24K4 EXIST 24K4
EXIST 24K4 EXIST 24K4
EXIST 24K4 EXIST 24K4
EXIST 24K4 EXIST 24K4
EXIST 24K4 EXIST 24K4
EXIST W18X35 SL
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L 3 x 3 x 14
VENT THRU ROOF, MAINTAIN 10'-0"
MIN. FROM ANY AIR INTAKE
VENT THRU ROOF, MAINTAIN 10'-0"
MIN. FROM ANY AIR INTAKE
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3
BANQUETTE SEATING AT WALL 1HIGH BAR COUNTER 4
BANQUETTE SEATING (FREE STANDING)2
STEEL ANCHOR PLATE 3
QUEUE RAIL 5
TABLE (30 X 30) 6
TABLE (48 X 30) 7
INTERIOR TRASH CANS 8
WOOD PALLET (SECTION)9
WOOD PALLET (ELEVATION)10
3'-2"3'-2"
3'
-
2
"
3'
-
2
"
28
"
M
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T
O
3
4
"
M
A
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REFER TO PLAN
2'
-
6
"
4'-0"
2'-6"
2'
-
6
"
4'-0" MAX.
2'-2"
2
'
-
3
"
1
'
-
1
"
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'
-
8
"
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'
-
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9"
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2
"
2"
2"
9"
3"1/2"1/2"
EQ.EQ.
2'-3"
MID CONDITION END CONDITION
EQ.11"EQ.
THE
DESIGN GROUP
ARCHITECTURE
CONSTRUCTION MANAGEMENT
DEVELOPMENT
1104 S. MITCHELL ST.
CADILLAC, MICHIGAN 49601
(231) 779-4002
(231) 779-4022 FAX
PROJECT CONSULTANT
10223 E. Cherry Bend Rd., Ste. A
Traverse City, Michigan, 49684
Contact: Bill Beckett, President
WT Development Corporation
Phone: (231) 922-9250
Fax: (231) 922-9257
STORE NUMBER:
PROJECT NUMBER:
BLAZE PIZZA
12697 N. Pennsylvania St.Carmel, IN 46032
10__
14106a
WALL SIGN REVISIONS1 04.09.14
FOR PERMITS & BIDS2 04.25.14
TENANT SEPARATION3 05.06.14
BLAZE REVISIONS4 05.13.14
02.11.14 Landlord Review
Carmel Corners
Meijer Outlot 'B'
A6.0
BLAZE
DETAILS
THE
DESIGN GROUP
ARCHITECTURE
CONSTRUCTION MANAGEMENT
DEVELOPMENT
1104 S. MITCHELL ST.
CADILLAC, MICHIGAN 49601
(231) 779-4002
(231) 779-4022 FAX
PROJECT CONSULTANT
10223 E. Cherry Bend Rd., Ste. A
Traverse City, Michigan, 49684
Contact: Bill Beckett, President
WT Development Corporation
Phone: (231) 922-9250
Fax: (231) 922-9257
STORE NUMBER:
PROJECT NUMBER:
BLAZE PIZZA
12697 N. Pennsylvania St.Carmel, IN 46032
10__
14106a
WALL SIGN REVISIONS1 04.09.14
FOR PERMITS & BIDS2 04.25.14
TENANT SEPARATION3 05.06.14
BLAZE REVISIONS4 05.13.14
02.11.14 Landlord Review
Carmel Corners
Meijer Outlot 'B'
A6.1DETAILS
P. LAM COUNTER
W/ 4" BACK
SPLASH
2'-6"
3/4" PLYWOOD
SUPPORT PANEL,
BOTH ENDS
12" DEEP 3/4"
PLYWOOD
SHELVES W/
MELAMINE ON
EXPOSED FACES,
TYP.
2x BLOCKING AS
REQ'D, TYP.
ADJUSTABLE
SHELF SUPPORTS
& STANDARDS,
TYP.
STAINLESS STEEL ON TOP AND
AROUND EDGES
(2) LAYER 3/4" PLYWOOD
2X BLOCKING
3/4" PLYWOOD
FRP-1
6" METAL STUDS @ 16" O.C.
M-1
B-2
(BEYOND)
734"
@ REFRIGERATED DISPLAY UNIT
B-1 (BEYOND)
638"
OUTLET FOR
DISPLAY UNIT
FINISH
TRANSITION
1"134"
STAINLESS STEEL ON TOP AND
AROUND EDGES
(2) LAYER 3/4" PLYWOOD
2X CONT. BLOCKING
3/4" PLYWOOD
FRP-1
3 5/8" 20 GA. METAL
STUDS @ 16" O.C.B-2 ON EXT.
GRADE 3/4"
PLYWOOD
B-1 ON 1/4" CEMENT BOARD
SNEEZE GUARD, SEE DETAIL
16/A6.1
M-2
(2) LAYER 3/4" PLYWOOD
CONTINUOUS CLEAR
SILICONE BEAD
WALL SUPPORT BASE @ 48"
AND CORNERS, SEE DETAIL
17/A6.1
1"
STAINLESS
STEEL EDGE
PROTECTION
ADJUSTABLE
SHELVE
BRACKETS
3'-0"
27" DEEP 3/4" PLYWOOD
SHELF W/ MELAMINE ON
EXPOSED FACES
134"
STAINLESS STEEL ON TOP AND
AROUND EDGES
(2) LAYER 3/4" PLYWOOD
2X CONT. BLOCKING
3/4" PLYWOOD
3 5/8" 20 GA. METAL
STUDS @ 16" O.C.
B-1 ON 1/4" CEMENT BOARD
WALL SUPPORT BASE @ 48"
AND CORNERS, SEE DETAIL
17/A6.1
4"B-2 ON 1/4"
CEMENT
BOARD
2x BLOCKING
ROUGH SAWN DOUGLAS FIR W/
CLEAR COAT FINISH OVER 3/4
INCH PLYWOOD. PAINT
PLYWOOD BLACK PRIOR TO
INSTALLATION OF WOOD
STRIPS. 18" MAXIMUM SPACING
2" DIA. S.S. GROMMET, VERIFY
LOCATIONS
3/4" PLYWOOD W/
MELAMINE ON EXPOSED
FACES
@ EXPO STATION
3'-0"
134"
STAINLESS STEEL ON TOP AND
AROUND EDGES
(2) LAYER 3/4" PLYWOOD
2X CONT. BLOCKING
3/4" PLYWOOD
FRP-1
3 5/8" 20 GA. METAL
STUDS @ 16" O.C.B-2 ON EXT.
GRADE 3/4"
PLYWOOD
B-1 ON 1/4" CEMENT BOARD
M-1
(2) LAYER 3/4" PLYWOOD
CONTINUOUS CLEAR
SILICONE BEAD
WALL SUPPORT BASE @ 48"
AND CORNERS, SEE DETAIL
17/A6.1
1 1/2" SQ. S.S. TUBE W/
ADJUSTABLE LEVELER TOP
AND BOTTOM KASON
#1652000357
1'-0"12"
1/4" TEMPERED GLASS IN STEEL
FRAME - CLEAR SEAL
STAINLESS STEEL ON TOP AND
AROUND EDGES OF 2X2 STEEL
TUBE FRAME
2"x2" STEEL TUBING, POWDER
COAT MATTE BLACK
SEE DETAIL 19/A6.1 FOR
ATTACHMENT OF STEEL FRAME
TO COUNTER
ELECTRICIAN TO COORDINATE
WITH MILLWORK SUPPLIER SO
RECESSED CAN LIGHTS ARE
CENTERED OVER INGREDIENT
BINS
CL
CL
4
WALL SUBSTRATE, SEE
WALL TYPES
PROVIDE CONTINUOUS
CLEAR SILICONE SEALANT
METAL STUD FRAMING, SEE
WALL TYPES
FULLY ADHERED METAL BASE,
SEE FINISH SCHEDULE
SET BASE IN CONT. BEAD
OF SEALANT. CAULK TO
FLOOR ONCE BASE IS SET
FLOOR, SEE FINISH PLAN
WALL SUBSTRATE, SEE
WALL TYPES
CLEAR SILICONE SEALANT,
RAKE GROUT JOINT AT TOP
BASE TO RECEIVE SEALANT
EPOXY GROUT
3/8" COVE TILE BASE, SEE
FINISH SCHEDULE
FLOOR, SEE FINISH PLAN
WALL TILE, SEE FINISH
SCHEDULE
WALL SUBSTRATE, SEE
WALL TYPES
CLEAR SILICONE SEALANT,
RAKE GROUT JOINT AT TOP
BASE TO RECEIVE SEALANT
EPOXY GROUT
3/8" COVE TILE BASE, SEE
FINISH SCHEDULE
FLOOR, SEE FINISH PLAN
FRP, SEE FINISH SCHEDULE
EXTEND 1/2" BELOW TOP
OF TILE BASE WALL SUBSTRATE, SEE
WALL TYPES
OUTSIDE CORNER BASE
PIECE, TYP @ OUTSIDE
CORNERS
TILE BASE TO TERMINATE
AT STAINLESS STEEL
CORNER
FLOOR, SEE FINISH PLAN
STAINLESS STEEL CORNER
GUARD, CONT. TO CEILING
WALL FINISH, SEE FINISH
PLAN
WALL SUBSTRATE, SEE
WALL TYPES
OUTSIDE CORNER BASE
PIECE, TYP @ OUTSIDE
CORNERS
TILE BASE TO TERMINATE
AT STAINLESS STEEL
CORNER
FLOOR, SEE FINISH PLAN
STAINLESS STEEL END CAP,
CONT. TO CEILING
WALL FINISH, SEE FINISH
PLAN
FACE OF OVEN
PROVIDE CONTINUOUS
CLEAR SILICONE SEALANT
COOLER PANEL
FLOOR, SEE FINISH PLAN
EXTERIOR
COOLER WALL TRACK
EPOXY GROUT
STAINLESS STEEL BASE,
SEE FINISH SCHEDULE
INTERIOR EXTERIOR
C.R. LAURENCE 1 1/2"
STYLE 151 GLASS SNEEZE
GUARD, BLACK POWDER
COAT FINISH
1/4" CLEAR GLASS W/
POLISHED EDGES
1'-112"
MILLWORK TOP
558"
NO GAP @
BOTTOM
NOTE: USE TEK
SCREW
(SELF-TAPPING) AT 6"
0.C. TO SECURE 20
GA STUD TO BRACE
20 GA. STUD
20 GA. SILL
SUPPORT BRACETWO - 1/2" DIA. X
3" LONG
EXPANSION
BOLTS PROVIDE
5/8"Ø HOLES
16 GA. BASE
PLATE
16 GA - BRACE
WELD TO BASE
PLATE
2" X 3-1/2" X 1/4
BRACKET
SECURE NUTS
TO BRACKET
PRIOR TO
INSTALLATION
SET BRACKET INTO FIRST LAYER
OF PLYWOOD PRIOR TO
STAINLESS STEEL INSTALLATION
PROVIDE NUT AND LOCK
WASHER AT UNDERSIDE
ALIGN AND DRILL HOLES AS
NEEDED TO MATCH BRACKET
-SECURE UPRIGHTS TO
BRACKET WITH MACHINE BOLTS
- BOLTS TO HAVE POWDER
COAT TO MATCH TUBING
2" X 2" STEEL
TUBING
UPRIGHT
2x CONT. BLOCKING
14"
MAX.
SPACE
18"
MAX.
SPACE
RETURN
STAINLESS
STEEL
AT EDGE
WOOD SLATS
THE
DESIGN GROUP
ARCHITECTURE
CONSTRUCTION MANAGEMENT
DEVELOPMENT
1104 S. MITCHELL ST.
CADILLAC, MICHIGAN 49601
(231) 779-4002
(231) 779-4022 FAX
PROJECT CONSULTANT
10223 E. Cherry Bend Rd., Ste. A
Traverse City, Michigan, 49684
Contact: Bill Beckett, President
WT Development Corporation
Phone: (231) 922-9250
Fax: (231) 922-9257
STORE NUMBER:
PROJECT NUMBER:
BLAZE PIZZA
12697 N. Pennsylvania St.Carmel, IN 46032
10__
14106a
WALL SIGN REVISIONS1 04.09.14
FOR PERMITS & BIDS2 04.25.14
TENANT SEPARATION3 05.06.14
BLAZE REVISIONS4 05.13.14
02.11.14 Landlord Review
Carmel Corners
Meijer Outlot 'B'
A6.2DETAILS
NOTE: CAULK ALL SEAMS
AT WALL SURFACE.
2" FLANGE
BENT 90
DEG.
16 GA. BRUSHED
STAINLESS STEEL. 1/2"
HEM ON TOP, FRONT
AND BOTTOM EDGES.
BOTTOM EDGE OF
SPLASH GUARD SHALL
BE EVEN W/ THE EDGE
OF THE HIGHEST ADJ.
SINK.
EXTEND FRONT OF PANEL
TO FRONT EDGE OF ADJ.
SINK. APPROX. 24" (SEE
PLAN)
1/2" RAD. EASED
CORNER (TYP.)
(4) #12 S.S. WOOD
SCREWS 3/4" LG. W/ S.S.
WASHERS.
5/8" CEMENT BD. SIZE 1/2"
SMALLER THAN SAFE FOOTPRINT.
GROUT TO MATCH ADJ. FLOOR.
SAFE - SEE SCOPE OF WORK FOR
SCOPE DEFINITIONS
FINISHED CONC. SURFACE
ANCHOR BOLTS - SEE SCOPE OF
WORK - BOLT HOLES = 3/4" DIA. x 3"
DEEP
ALIGN FACE OF SAFE EVEN WITH
THE BACK EDGE OF THE SERVICE
COUNTER.
FASTEN 2X BLOCKING TO FACE OF
ADJACENT WALL OR TRUSS
7" DIA. OPENING IN CEILING TILE
PLUMBER'S TAPE STRAP
SYRUP LINE BUNDLE THRU CLG.
6" PVC
ICE MAKER
CARB PUMP
DRINKING
Co2
SYRUP BUNDLEWATER & Co2 BUNDLE
9 FLAVORS & 4
LINES FOR
FUTURE
APPROX.
412" DIA.
APPROX.
712" DIA
PVC DRINK LINE CHASE,
PAINTED BLACK. SIZED
AND FASTENED TO
WALL AS REQ'D
OUTLINE OF DRINK &
ICE MACHINE
DRINK LINES FROM WATER FILTER,
SYRUP RACK & Co2 CANISTER IN
BACK OF KITCHEN ABOVE CEILING
CENTER BEHIND AND
ABOVE DRINK & ICE
MACHINE
THE
DESIGN GROUP
ARCHITECTURE
CONSTRUCTION MANAGEMENT
DEVELOPMENT
1104 S. MITCHELL ST.
CADILLAC, MICHIGAN 49601
(231) 779-4002
(231) 779-4022 FAX
PROJECT CONSULTANT
10223 E. Cherry Bend Rd., Ste. A
Traverse City, Michigan, 49684
Contact: Bill Beckett, President
WT Development Corporation
Phone: (231) 922-9250
Fax: (231) 922-9257
STORE NUMBER:
PROJECT NUMBER:
BLAZE PIZZA
12697 N. Pennsylvania St.Carmel, IN 46032
10__
14106a
WALL SIGN REVISIONS1 04.09.14
FOR PERMITS & BIDS2 04.25.14
TENANT SEPARATION3 05.06.14
BLAZE REVISIONS4 05.13.14
02.11.14 Landlord Review
Carmel Corners
Meijer Outlot 'B'
A7.0
FLOOR / WALL
FINISH PLAN
FLOOR / WALL FINISH PLAN 1/4"=1'-0"A
KEY NOTESBFINISH NOTESCNOT USEDD
PLATFORM FOR SAFE SEE DETAIL 27 / A6.2
S.S. CORNER GUARD / WALL CAP, TYP. ALL CORNERS IN BACK-OF-HOUSE FROM REAR
WALL TO THE KITCHEN SIDE OF THE SERVICE COUNTER. SEE DETAILS 20 & 21 / A6.1
LINE OF FLOORING CHANGE
PROVIDE BULL NOSE TILE AT TRANSITION FROM TILE TO CONCRETE
STAINLESS STEEL CLOSURE STRIP AT VOID SPACES BETWEEN WALK-IN OR OVEN AND
WALL SURFACES AND CEILING
1
2
A. DENOTES FINISH MATERIAL. REFER TO SHT A7.2 FOR FINISHES.
B.TILE JOINTS (U.O.N.):
3. GLAZED WALL TILE : 1/8"
4. BASE, TRIM AND ACCESSORIES : 3/16" OR MATCH ADJOINING TILE UNITS
C.TILE INSTALLATIONS REQUIRE MANUFACTURERS STANDARD MOLDED CORNERS
AT BOTH INSIDE AND OUTSIDE CORNERS.
D.SEE DETAILS 22, 23, 24, & 25 / A6.1 FOR BASE TILE INSTALLATION.
E.NEW & EXISTING DOOR FRAMES TO BE PAINTED P-3.
3
NORTH
4
B-3
AT FACE
OF OVEN
COOLER
FREEZER
DINING
OFFICE
WOMENS
B.F. BATHROOM
SERVING
WARE
WASHING
CU
S
T
O
M
E
R
HA
L
L
TM-1
F-1
TYPICAL AT
CUSTOMER
AREAS
T-1
B-4
WT-2
WT-3
MENS
B.F. BATHROOM
B-4
WT-2
WT-3
4
FRP-1
B-2
FRP-1
B-2
FRP-1 B-2P-4 B-1WG-1
ABOVE
B-1
P-6
B-1P-1
P-5
B-1
3
3
3
3
B-3FRP-1 B-2
B-3
AT FACE
OF OVEN
T-2
TYPICAL AT
KITCHEN /
SERVICE AREAS
T-2
TYPICAL AT
KITCHEN /
SERVICE AREAS
T-1
2
2
2
2
2
1'
-
0
"
1
FRP-1
B-2
T-2
2'
-
8
"
[3
2
"
]
3'
-
6
"
[4
2
"
]
THE
DESIGN GROUP
ARCHITECTURE
CONSTRUCTION MANAGEMENT
DEVELOPMENT
1104 S. MITCHELL ST.
CADILLAC, MICHIGAN 49601
(231) 779-4002
(231) 779-4022 FAX
PROJECT CONSULTANT
10223 E. Cherry Bend Rd., Ste. A
Traverse City, Michigan, 49684
Contact: Bill Beckett, President
WT Development Corporation
Phone: (231) 922-9250
Fax: (231) 922-9257
STORE NUMBER:
PROJECT NUMBER:
BLAZE PIZZA
12697 N. Pennsylvania St.Carmel, IN 46032
10__
14106a
WALL SIGN REVISIONS1 04.09.14
FOR PERMITS & BIDS2 04.25.14
TENANT SEPARATION3 05.06.14
BLAZE REVISIONS4 05.13.14
02.11.14 Landlord Review
Carmel Corners
Meijer Outlot 'B'
BULK HEAD SECTION 3/4" = 1'-0"E
EXISTING ROOF OR
FLOOR STRUCTURE
3 5/8" x 20 GA. METAL
STUD FRAMING AT 16"
O.C., OVERLAP AND
SECURE EACH END &
INTERSECTION WITH 3
-TEK SCREWS - TYP.
3 5/8" x 20 GA. METAL
STUD KICKER BRACE AT
32" O.C. - 45 - 60 DEGREE
ANGLE OVERLAP AND
SECURE EACH END &
INTERSECTION WITH 4
-TEK SCREWS - TYP.
CONT. 6" x 20 GA. METAL
BRACING. ATTACH
SECURELY TO BOTTOM
CHORDS OF EXISTING
JOISTS
10"
3'-4"5/8" GYP. BOARD
SHEATHING, TYP.
3-5/8" X 20 GA.
CONTINUOUS
BRACING - TYP.
1 X FIRE TREATED
HARDWOOD CAP -
PAINTED
PROVIDE SOLID BACKING
FOR PALLET
ATTACHMENT
ATTACH STUDS
SECURELY TO EXISTING
JOISTS OR METAL DECK.
5/8" GYP. BOARD
SHEATHING, TYP.
3 5/8" x 20 GA. METAL
STUD FRAMING AT 16"
O.C., OVERLAP AND
SECURE EACH END &
INTERSECTION WITH 3
-TEK SCREWS - TYP.
CEILING - SEE SHEET A7.1 A7.1
REFLECTED
CEILING PLAN
REFLECTED CEILING PLAN 1/4"=1'-0"A
CEILING SYMBOL LEGENDD REFLECTED CEILING PLAN NOTESC KEY NOTESB
PENDANT LIGHT FIXTURE
DOUBLE CEILING MOUNTED LIGHT FIXTURE
RECESSED DOWN LIGHT FIXTURE
LAY-IN LIGHT FIXTURE
FLUSH MOUNT LIGHT FIXTURE
MONO POINT SPOT LIGHT FIXTURE
CEILING GRID STARTING POINT.
NON-INSULATED BUNDLED SYRUP LINES FOR DRINK SYSTEM. HOLD AS TIGHT AS
POOSIBLE TO ROOF DECK. REFER TO DETAIL 30 / A6.2
6" DIA PVC STUB THROUGH CEILING, SEE DETAIL 28 / A6.2
PVC CHASE(s) PAINTED BLACK, DOWN WALL FOR SYRUP LINES & ICE MACHINE
REFRIGERANT LINES. SEE DETAIL 29/A6.2
HOOD. SEE MECHANICAL SHEETS.
PROVIDE FIRE TREATED 2X4 FRAMED & FRP FACED GYPSUM BOARD BULKHEAD IN
CEILING, WITH SERVICE ACCESS PANEL. LAY-IN PANEL TO BE CONSTRUCTED OF
PLYWOOD WITH FRP FACE AND TRIMMED TO ALLOW PANEL TO BE PUSHED UP AND TO
THE SIDE
PLATFORM FOR AIR COMPRESSOR AND / OR WATER HEATER ABOVE. SEE SHEET A1.0.
COORDINATE LOCATIONS WITH COOLER CONDENSING UNITS AND DUCTWORK.
SUSPENDED MENU / PICK-UP BOARDS BY OWNER
ADJUST LIGHT CENTER LINE AS REQ'D SO THAT LIGHTS ARE CENTERED OVER
INGREDIENT BINS IN EQUIPMENT BELOW.
EXPOSED DUCTWORK. PAINT ALL DUCT THROATS P-2 INSIDE AT GRILLES.
CENTER EACH SIDE OF PENDANT OVER EACH POS STATION.
HVAC RETURN GRILLE
HVAC SUPPLY DIFFUSER
DIMENSIONS:
A.ALL DIMENSIONS ARE TO FACE OF FINISH U.O.N.
CEILING FINISHES:
A. DENOTES FINISH MATERIAL. REFER TO SHT A7.2 FOR FINISHES.
SUSPENDED CEILING:
A.ACOUSTICAL PANEL INSTALLATION: INSTALL ACOUSTICAL PANELS WITH EDGES IN
CLOSE CONTACT WITH METAL SUPPORTS AND IN TRUE ALIGNMENT.
B.ALLOWABLE VARIATIONS FROM FLAT AND LEVEL SURFACE: 1/8" IN 10'-0" MAX.
C.ALLOWABLE VARIATIONS FROM PLUMB OF GRID MEMBERS: AS CAUSED BY ECCENTRIC
LOADS, 2° MAX.
D.INSTALL SYSTEM AFTER MAJOR ABOVE CLG. WORK IS COMPLETE. COORD LOCATIONS
OF HANGERS WITH RELATED WORK.
E.SEE SPECS FOR ADDITIONAL INFORMATION.
F.CUT EDGES OF TEGULAR TILES SHALL BE ROUTED.
GYPSUM BOARD CEILING:
A.SUBSTRATE SHALL BE 5/8" THICK GYP BD.
ELECTRICAL:
A.SEE ELECT. DWGS. FOR FIXTURE SCHED.
B.PENDANTS SHALL BE CENTERED OVER TABLES. VERIFY TABLE LOCATIONS WITH
SEATING VENDOR PRIOR TO LOCATING PENDANTS.
C.B.O. PENDANTS SHALL BE @ 6'-8" A.F.F.
GENERAL NOTES:
A.PROVIDE ESCUTCHEON PLATES AND SEALANT AT ALL UTILITY PENETRATIONS INTO
WALLS, CEILINGS, AND FLOORS. DO NOT USED CAULK OR EXPANDING FOAM FOR
SEALANT.
B.APPLY SPRAYED ON ACOUSTICAL TREATMENT TO EXISTING CEILING DECK. SEE SPEC.
C.INSTALL SCRIM SHEETING AT ACOUSTICAL TREATMENT - DO NOT APPLY PAINT
DIRECTLY TO ACOUSTICAL TREATMENT.
D.COORDINATE HVAC SUPPLY & RETURN LOCATIONS W/ LIGHTING LAYOUT.
1
2
3
4
5
6
WALL SCONCE LIGHT FIXTURE
EMERGENCY LIGHT FIXTURE
7
NORTH
8
9
COORDINATE HVAC RUNS
AS TO NOT INTERFERE W/
LIGHTING AND OTHER
MISC. ITEMS
10
1
8'-6"
CL-3
P-2
5
9'-3"
CL-1
9'-3"
CL-16
7
8
8
1'-1"2'
-
6
"
2
3'
-
5
"
3'
-
1
0
"
5'
-
9
12"
19
'
-
1
1
"
1'
-
0
12"
9"
4'-112"5'-11"5'-10"8'-612"7'-4"4'-0"4'-0"4'-0"3'-2"2'-112"2'-112"
1'
-
1
0
"
1'
-
1
0
"
1'
-
1
1
"
4'
-
0
"
4'
-
0
"
1'
-
1
1
"
1'
-
1
0
"
4'
-
8
"
4'
-
8
"
4'
-
8
"
4'
-
8
"
4'
-
8
"
4'-8"5'-2"5'-2"5'-2"5'-2"5'-2"2'-1"
+/- 20'-6"
B.O.
EXISTING
ROOF
DECK
CL-4
P-2
9'-0"
CL-1
8'-0"
CL-3
P-4
8'-0"
CL-3
P-4
3
10
P-3
4
9'-2"7'-712"8'-412"7'-5"
9'-1112"4'-6"4'-5"6'-312"
5'
-
2
12"
4'
-
6
"
4'
-
6
"
5'
-
1
12"
5'
-
1
12"
8'
-
0
12"
3'
-
5
12"
3'
-
5
12"
3'
-
5
12"
4'
-
9
"
7'
-
2
"
9
1'-512"
VERIFY
9
11
11
1'
-
8
12"
3'
-
0
"
VE
R
I
F
Y
* LIGHTING SHOWN
HERE FOR
REFERENCE, REFER
TO ELECTRICAL
PAGES FOR FULL
DETAILS
* DIFFUSERS SHOWN
HERE FOR
REFERENCE, REFER
TO MECHANICAL
PAGES FOR FULL
DETAILS
4
4
4
4
4
4
4
4
4
4
4
WALLS
SYMSYMALTERNATE / NOTES.DESCRIPTION
PAINTS
DESCRIPTION ALTERNATE / NOTEALTERNATE/ NOTE
CEILINGS
DESCRIPTION
MFR.:
TYPE:
COLOR:
P-4 DUNN EDWARDS
SATIN / EGGSHELL LATEX
DE6212 "CRISP MUSLIN"
MFR.:
TYPE:
COLOR:
CL-1 ARMSTRONG SUSPENDED CEILING TILE
CLEAN ROOM VL RH 90 FIREGUARD
WHITE - VINYL FACED, UNPERFORATED, WASHABLE & SCRUBBABLE
GRID:PRELUDE XL GRID SYSTEM
COLOR:PRE-PAINTED FLAT BLACK #
MFR.:
TYPE:
COLOR:
TM-1 3/8" SCHLUTER
TILE EDGE TRIM
CLEAR ANODIZED ALUMINUM
SYM
MFR.:
TYPE:
COLOR:
CL-3
GYPSUM BOARD
GRID:
COLOR:
MFR.:
TYPE:
COLOR:
CL-4
EXISTING EXPOSED JOISTS & DECK
GRID:
COLOR:
MFR.:
TYPE:
COLOR:
P-6 DUNN EDWARDS
SATIN / EGGSHELL LATEX
DE6375 "CASTLE ROCK"
MFR.:
TYPE:
COLOR:
P-2 DUNN EDWARDS
SATIN / EGGSHELL LATEX
DE6392 "MINK"
MFR.:
TYPE:
COLOR:
P-1 DUNN EDWARDS
SATIN / EGGSHELL LATEX
DEA110 "UNTAMED ORANGE"
MFR.:
TYPE:
COLOR:
FRP-1 MARLITE
FIBERGLASS REINFORCED PANEL
FP-100 WHITE
NOTE:NO COLOR VARIATIONS ACCEPTED
MFR.:
TYPE:
COLOR:
P-3 DUNN EDWARDS
SATIN / EGGSHELL LATEX
"BLACK"
NOTE: BLAZE TO SPECIFY EXACT SHADE
MFR.:
TYPE:
COLOR:
WT-1 DAL TILE
MODERN DIMENSIONS 4 1/4" x 8 1/2"
ARTIC WHITE "0190", URBAN PUTTY "0161", CRISP LINEN "0139"
GROUT:BLACK
NOTE:APPLY IN PATTERN, SEE DETAIL B/A7.2
MFR.:
TYPE:
COLOR:
B-1
6" GALV. SHEET METAL
MFR.:
TYPE:
COLOR:
B-2 DAL TILE
5"x6" QUARRY TEXTURES COVE BASE
SAHARA SAND "OTO8"
GROUT:BLACK
MFR.:
TYPE:
COLOR:
B-3
6" STAINLESS STEEL METAL BASE W/ RADIUS COVE
ROOM FINISH SCHEDULE LEGENDA
SAMPLE TILE PATTERN N.T.S.B
WALL TILE RATIO
6 ARTIC WHITE "0190"
2 URBAN PUTTY "0161"
1 CRISP LINEN "0139"
CERAMIC TILE RANDOMLY
ARRANGED SIMILAR TO THIS
DIAGRAM AND THE RATIO SPECIFIED
ABOVE
SYM ALTERNATE / NOTES.
FLOORS
DESCRIPTION
MFR.:
TYPE:
COLOR:
F-1
POLISHED CONCRETE, SEE SPEC
MFR.:
TYPE:
COLOR:
M-1
STAINLESS STEEL PANEL
NO COLOR
MFR.:
TYPE:
COLOR:
M-2 STEELSCAPE
GALVANIZED STEEL PANEL
GARNET MIST
THE
DESIGN GROUP
ARCHITECTURE
CONSTRUCTION MANAGEMENT
DEVELOPMENT
1104 S. MITCHELL ST.
CADILLAC, MICHIGAN 49601
(231) 779-4002
(231) 779-4022 FAX
PROJECT CONSULTANT
10223 E. Cherry Bend Rd., Ste. A
Traverse City, Michigan, 49684
Contact: Bill Beckett, President
WT Development Corporation
Phone: (231) 922-9250
Fax: (231) 922-9257
STORE NUMBER:
PROJECT NUMBER:
BLAZE PIZZA
12697 N. Pennsylvania St.Carmel, IN 46032
10__
14106a
WALL SIGN REVISIONS1 04.09.14
FOR PERMITS & BIDS2 04.25.14
TENANT SEPARATION3 05.06.14
BLAZE REVISIONS4 05.13.14
02.11.14 Landlord Review
Carmel Corners
Meijer Outlot 'B'
MFR.:
TYPE:
COLOR:
T-1 DAL TILE
13"x13" VERANDA SOLIDS
ROCK "P543"
GROUT:GREY
C.O.F.> / = 0.42
SYM ALTERNATE / NOTES.
FLOOR BASE
DESCRIPTION
MFR.:
TYPE:
COLOR:
WT-2 DAL TILE
3"x 6" RITTENHOUSE SQUARE
ARTIC WHITE "0190"
GROUT:BLACK
MFR.:
TYPE:
COLOR:
WT-3 DAL TILE
3"x 6" RITTENHOUSE SQUARE
BLACK "K111"
GROUT:BLACK
A6.1
A7.2
FINISH
SCHEDULE
MFR.:
TYPE:
COLOR:
P-5 DUNN EDWARDS
SATIN / EGGSHELL LATEX
DEC770 "DRIFTING"
NOTE:
ALL FINISHES AT LOBBIES, EXIT
ENCLOSURES, EXIT PASSAGE WAYS, AND
CORRIDORS SHALL BE CLASS B FLAME
SPREAD OR BETTER.
ALL FINISHES AT ROOMS AND ENCLOSED
SPACES SHALL BE CLASS C FLAME
SPREAD OR BETTER.
PER MBC TABLE 803.9
MFR.:
TYPE:
COLOR:
T-2 DAL TILE
6"x6" QUARRY TEXTURES
SAHARA SAND "OTO8"
GROUT:BLACK
MFR.:
TYPE:
COLOR:
B-4 DAL TILE
6" CERAMIC SANITARY COVE BASE
ARTIC WHITE "0190"
GROUT:BLACK
* GRID, VENTS, SPEAKERS TO BE
FACTORY PAINTED WITH BLACK
DINING 1/4"=1'-0"1DINING1/4"=1'-0"2
DINING 1/4"=1'-0"4 DINING 1/4"=1'-0"3
THE
DESIGN GROUP
ARCHITECTURE
CONSTRUCTION MANAGEMENT
DEVELOPMENT
1104 S. MITCHELL ST.
CADILLAC, MICHIGAN 49601
(231) 779-4002
(231) 779-4022 FAX
PROJECT CONSULTANT
10223 E. Cherry Bend Rd., Ste. A
Traverse City, Michigan, 49684
Contact: Bill Beckett, President
WT Development Corporation
Phone: (231) 922-9250
Fax: (231) 922-9257
STORE NUMBER:
PROJECT NUMBER:
BLAZE PIZZA
12697 N. Pennsylvania St.Carmel, IN 46032
10__
14106a
WALL SIGN REVISIONS1 04.09.14
FOR PERMITS & BIDS2 04.25.14
TENANT SEPARATION3 05.06.14
BLAZE REVISIONS4 05.13.14
02.11.14 Landlord Review
Carmel Corners
Meijer Outlot 'B'
KEY NOTESA
A8.0
INTERIOR
ELEVATIONS
+/- 33'-5" VERIFY WIDTH
11
A6.1
12
A6.1
13
A6.1
14
A6.1
3 P-1
P-4
M-1
B-1
P-3
M-1
M-2
B-1
P-1
B-1
P-2
1
P-1
P-3
2
B-1
P-2
P-2
1
P-5
M-1
B-1
WG-1
P-6
B-1
P-2
1
TM-1
NOTE:VERIFY SIZE & HEIGHT OFGRAPHIC W/ BLAZE CORP.
P-2
9
AT ANY
REMAINING
AREA
4
4
4
B-1
P-1
P-2
1
P-2
1
P-2
1
P-3
2 CE
I
4
7'
-
0
"
P-3
4B
3'
-
6
"
1.1
P-1 P-6
B-1
BATHROOM EQUIPMENT SCHEDULEB
BATHROOM 1/4"=1'-0"6BATHROOM1/4"=1'-0"7
NO.QTY MODEL #REMARKSUNITMANUFACTURERDESCRIPTIONG.C.
INST.
PLUMB.
ELEC.
X 1A2ea.BOBRICK B-68137 TWO WALL ACCESSIBLE GRAB BAR
X 1B2ea.BOBRICK B-6806x1818" ACCESSIBLE GRAB BAR
X 52ea.BOBRICK B-8226 SOAP DISPENSER
X 62ea.SPANCRAFT GLASS 215-243624" x 36" MIRROR
X 72ea.DYSON AB02 DYSON AIRBLADE HAND DRYER W/ ALUMINUM COVER
X 8.12ea.BOBRICK B-4388 RECESSED TOILET PAPER
X 152ea.TRUBRO 102 E-Z PIPE COVER
8.1
5
6
1B
1A
NOTES:
1.INSTALL ALL BATHROOM
EQUIPMENT PER
DETAILS ON SHEETS
ADA1.0 & ADA1.1
2.MEN'S BATHROOM
SIMILAR
EXISTING EXPOSED STRUCTURE, FLOOR JOISTS OR WATER
PIPING.
EXISTING OR NEW DOOR FRAME.
DECORATIVE WOOD PALLETS. SEE DETAILS 9 & 10 / A6.0
PVC CHASE(s) PAINTED BLACK, DOWN WALL FOR SYRUP LINES &
ICE MACHINE REFRIGERANT LINES. SEE DETAIL 29 / A6.6
SYRUP LINES. HOLD AS TIGHT TO CEILING AS POSSIBLE
1
2
3
4
S.S. CORNER GUARD / WALL CAP. SEE DETAILS 20 & 21 / A6.1
SPLASH GUARD. SEE DETAIL 26 / A6.2. INSTALLATION SHALL BE COORDINATED
WITH HAND SINK INSTALLATION. PROVIDE BLOCKING @ WALLS.
LICENCE & OCCUPANCY SIGN
COOLER / FREEZER
ALIGN EDGE OF PALLET WITH EDGE OF BULK HEAD
NOT USED
ACCESS HATCH, SEE SHEET A7.1
5
6
7
8
4B
9
10
11
4
X 102ea.BOBRICK B-6717 COAT HOOK
A8.0
7
6
9
8
(3) ROWS
(8) ROWS
(4) ROWS
(2) ROWS
34
12"
T.
O
.
DR
Y
E
R
B-4
1B
8.1
1A
5
6
15
P-5
2
B-4
10
7
WT-2
WT-3
(TYPICAL BATHROOM
TILE PATTERN)
ENLARGED WOMEN'S B.F. BATH PLAN 1/2"=1'-0"5
7
BATHROOM 1/4"=1'-0"8BATHROOM1/4"=1'-0"9
10
SERVING 1/4"=1'-0"15
THE
DESIGN GROUP
ARCHITECTURE
CONSTRUCTION MANAGEMENT
DEVELOPMENT
1104 S. MITCHELL ST.
CADILLAC, MICHIGAN 49601
(231) 779-4002
(231) 779-4022 FAX
PROJECT CONSULTANT
10223 E. Cherry Bend Rd., Ste. A
Traverse City, Michigan, 49684
Contact: Bill Beckett, President
WT Development Corporation
Phone: (231) 922-9250
Fax: (231) 922-9257
STORE NUMBER:
PROJECT NUMBER:
BLAZE PIZZA
12697 N. Pennsylvania St.Carmel, IN 46032
10__
14106a
WALL SIGN REVISIONS1 04.09.14
FOR PERMITS & BIDS2 04.25.14
TENANT SEPARATION3 05.06.14
BLAZE REVISIONS4 05.13.14
02.11.14 Landlord Review
Carmel Corners
Meijer Outlot 'B'
KEY NOTESA
A8.1
INTERIOR
ELEVATIONS
EXISTING EXPOSED STRUCTURE, FLOOR JOISTS OR WATER
PIPING.
EXISTING OR NEW DOOR FRAME.
DECORATIVE WOOD PALLETS. SEE DETAILS 9 & 10 / A6.0
PVC CHASE(s) PAINTED BLACK, DOWN WALL FOR SYRUP LINES &
ICE MACHINE REFRIGERANT LINES. SEE DETAIL 29 / A6.6
SYRUP LINES. HOLD AS TIGHT TO CEILING AS POSSIBLE
1
2
3
4
S.S. CORNER GUARD / WALL CAP. SEE DETAILS 20 & 21 / A6.1
SPLASH GUARD. SEE DETAIL 26 / A6.2. INSTALLATION SHALL BE COORDINATED
WITH HAND SINK INSTALLATION. PROVIDE BLOCKING @ WALLS.
LICENCE & OCCUPANCY SIGN
COOLER / FREEZER
ALIGN EDGE OF PALLET WITH EDGE OF BULK HEAD
NOT USED
ACCESS HATCH, SEE SHEET A7.1
5
6
7
8
4B
9
10
11
4
7
5
TM-1
5
11
SERVING / KITCHEN 1/4"=1'-0"16
SERVING / KITCHEN 1/4"=1'-0"17KITCHEN1/4"=1'-0"18
KITCHEN 1/4"=1'-0"19KITCHEN1/4"=1'-0"20
5
5
TM-1
11
5
55
ARCHITECTURAL SPECIFICATIONSA
ALL WELDS SHALL BE PAINTED WITH LIKE MATERIAL IN FIELD.
SUBMIT STEEL SHOP DRAWINGS INDICATING NECESSARY INFORMATION FOR FABRICATION AND
ERECTION AND WITH CONTRACTOR'S VERIFICATION OF DIMENSIONS PRIOR TO SUBMISSION TO THE
ARCHITECT.
SUBMIT COMPLETE DETAILS OF WELDING OR BOLTING PROCEDURES TO BE USED BEFORE
COMMENCING ERECTION OR FABRICATION. WHERE PRIMARY STRESSES, SHRINKAGE STRESSES OR
DISTORTION COULD AFFECT ADEQUACY OF STRUCTURE, SUBMIT PROGRAM OF WELDING SEQUENCE
AND DISTORTION CONTROL. FABRICATOR SHALL TEST 100% OF FULL PENETRATION WELDS WITH
SONIC TESTING EQUIPMENT, USING SERVICES OF TESTING LABORATORY AS APPROVED BY THE OWNER
& ARCHITECT. THIS COST MUST BE BORNE BY THE FABRICATOR.
ALL FILLET WELDS WILL BE VISUALLY INSPECTED BY THE OWNER'S TESTING LABORATORY AND WILL BE
GIVEN 10% MAGNETIC PARTICLE INSPECTION. THE COST MUST BE BORNE BY THE FABRICATOR.
CHECK TORQUE ON MINIMUM OF 10% OF ALL BOLTED CONNECTIONS BY CHECKING A MINIMUM OF
TWO (2) BOLTS AT EACH CONNECTION.
07 00 00 THERMAL & MOISTURE PROTECTION
GENERAL NOTES
ALL PERTINENT REQUIREMENTS OF THE INSTRUCTIONS FOR BIDDERS, THE GENERAL CONDITIONS,
SUPPLEMENTARY GENERAL CONDITIONS, AND FINISH SCHEDULE SHALL FORM PART OF THESE
SPECIFICATIONS.
PROVIDE ALL ITEMS, ARTICLES, MATERIALS, OPERATIONS OR METHODS LISTED, MENTIONED OR
SCHEDULED ON DRAWINGS AND/OR HEREIN SPECIFIED, INCLUDING ALL LABOR, MATERIALS,
EQUIPMENT AND INCIDENTALS, NECESSARY AND REQUIRED FOR THEIR COMPLETION.
05 00 00 METALS
PROVISIONS OF THE FOLLOWING CODES, SPECIFICATIONS AND STANDARDS SHALL BE MINIMUM
GUIDELINES, MORE STRINGENT BUILDING CODE REQUIREMENTS SHALL GOVERN.
AISC - THE DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS
AWS - AMERICAN WELDING SOCIETY - STANDARD QUALIFICATION PROCEDURE
AISC - CODE OF STANDARD PRACTICE FOR DESIGN, FABRICATION AND ERECTION.
STRUCTURAL AND MISCELLANEOUS STEEL
FURNISH AND INSTALL ALL BEAMS, COLUMNS, BEARING PLATES, FRAMES, RAMP RAILINGS, ETC.
FURNISH ANCHOR BOLTS, LOOSE LINTELS AND OTHER INCIDENTAL ITEMS TO APPROPRIATE TRADE FOR
INSTALLATION.
STRUCTURAL STEEL MATERIALS SHALL CONFORM TO ASTM A992 GRADE 50 STEEL.
BUILDING INSULATION
UNLESS INDICATED OTHERWISE ON DRAWINGS, THE FOLLOWING INSULATIONS SHALL BE PROVIDED:
INTERIOR WALL SOUND INSULATION:
3" FIBERGLASS BATT SOUND INSULATION WHERE SHOWN ON THE
DRAWINGS OR IN NEWLY CONSTRUCTED WALLS.
CAULKING AND SEALANTS
PROVIDE CAULKING AND SEALANTS WHERE INDICATED ON THE DRAWINGS, REQUIRED TO ELIMINATE
MOISTURE PENETRATION OR AS HEREIN SPECIFIED.
APPLICATIONS OF CAULKING AND SEALANTS WILL BE REQUIRED, BUT NOT LIMITED TO, THE FOLLOWING
LOCATIONS:
FLASHING REGLETS AND RETAINERS.
INTERIOR SOUND AND AIR SEALED JOINTS.
CONTROL JOINTS IN SLABS.
ISOLATION JOINTS BETWEEN STRUCTURE AND OTHER COMPONENTS.
JOINTS AT PENETRATIONS OF WALLS AND FLOORS, FROM PIPING, CONDUIT AND OTHER
SERVICES AND EQUIPMENT.
JOINTS BETWEEN ITEMS OF EQUIPMENT AND OTHER CONSTRUCTION.
JOINTS BETWEEN DISSIMILAR MATERIALS.
GRADE VAPOR BARRIER:
PROVIDE .010" (10 MIL) POLYETHYLENE FILM VAPOR BARRIER UNDER ALL INTERIOR CONCRETE SLABS.
LAP ALL JOINTS A MINIMUM OF 6" AND TURN UP AT WALLS. ALL TEARS AND PENETRATIONS SHALL BE
REPAIRED OR REPLACED BEFORE APPLICATION OF TOPPING.
GENERAL NOTES
ALL PERTINENT REQUIREMENTS OF THE INSTRUCTION FOR BIDDERS, THE GENERAL CONDITIONS,
SUPPLEMENTARY GENERAL CONDITIONS, AND FINISH SCHEDULE SHALL FORM PART OF THESE
SPECIFICATIONS.
PROVIDE ALL ITEMS, ARTICLES, MATERIALS, OPERATIONS OR METHODS LISTED, MENTIONED OR
SCHEDULED ON DRAWINGS AND/OR HEREIN SPECIFIED, INCLUDING ALL LABOR, MATERIALS,
EQUIPMENT AND INCIDENTALS, NECESSARY AND REQUIRED FOR THEIR COMPLETION.
STANDARDS: PROVISIONS OF THE FOLLOWING CODES, SPECIFICATIONS AND STANDARDS SHALL BE
MINIMUM GUIDELINES; MORE STRINGENT BUILDING CODE REQUIREMENTS SHALL GOVERN. SEE
STRUCTURAL NOTES ON SHEET S0.0 FOR ADDITIONAL REQUIREMENTS.
ACI 301"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"
ACI 304"RECOMMENDED PRACTICE FOR MEASURING, MIXING,
TRANSPORTING AND PLACING CONCRETE"
ACI 305HOT WEATHER CONCRETING.
ACI 306COLD WEATHER CONCRETING.
ACI 311"RECOMMENDED PRACTICE FOR CONCRETE INSPECTION"
ACI 318"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"
ACI 347"GUIDE TO FORMWORK FOR CONCRETE"
CONCRETE FORMWORK
FORMS FOR CONCRETE SHALL BE [" WATERPROOF PLYWOOD OR STEEL INSTALLED AND BRACED
PLUMB, LEVEL AND IN LINE WITH BUILDING DIMENSIONS. PROVIDE CHAMBER STRIPS ON ALL EXTERNAL
CORNERS.
FORMWORK SHALL INCLUDE ALL SLOTS, CHASES, RECESSES, SLEEVES, NAILING BLOCKS, HANGERS
AND OTHER BUILT-IN DEVICES REQUIRED. DEVICES USED BY OTHER TRADES SHALL BE FURNISHED TO
THE CONCRETE CONTRACTOR FOR INSTALLATION.
PLACING OF CONDUIT
ALL CONDUIT, PIPES, DUCTS AND DEVICES SHALL BE PLACED SO AS NOT TO WEAKEN THE
CONSTRUCTION, CONFORMING TO ACI 503. CONCRETE COVERAGE OF ALL CONDUIT, ETC. SHALL BE
NOT LESS THAN 2".
EXPANSION AND CONTRACTION JOINTS
USE {" ASPHALT IMPREGNATED VEGETABLE FIBER OR CLOSED CELL THERMO-SETTING PLASTIC
NON-EXTRUDING. WIDTH TO BE \" LESS THAN SLAB THICKNESS. LOCATE JOINTS PER ACI STANDARDS AT
EXTERIOR SLABS.
CONTROL JOINTS
DIVIDE CONCRETE SLABS AS SHOWN OR INTO NEARLY SQUARE AREAS WITH _" WIDE BY 1" DEEP JOINTS
BY TROWELING OR SAWING WITHIN 24 HOURS AFTER POURING.
CONCRETE SAMPLING & TESTING
SAMPLING FRESH CONCRETE: ASTM C 172, EXCEPT MODIFIED SLUMP ASTM
C 143, ONE TEST FOR EACH CONCRETE LOAD AT POINT OF DISCHARGE, AND ONE TEST FOR EACH SET
OF COMPRESSIVE STRENGTH TEST SPECIMENS.
AIR CONTENT: ASTM C 231 PRESSURE FOR NORMAL WEIGHT CONCRETE: ONE FOR EACH TIME A SET
OF COMPRESSIVE STRENGTH TEST SPECIMENS.
CONCRETE TEMPERATURE: TEST HOURLY WHEN AIR TEMPERATURE IS 40 DEGREES F. AND BELOW,
AND WHEN 80 DEGREES AND ABOVE, AND EACH TIME A SET OF COMPRESSION TEST SPECIMENS IS
MADE.
COMPRESSION TEST SPECIMEN: ASTM C 31 - ONE SET OF THREE (3) STANDARD CYLINDERS FOR EACH
COMPRESSIVE STRENGTH TEST, UNLESS OTHERWISE DIRECTED. MOLD AND STORE CYLINDERS FOR
LABORATORY CURED TEST SPECIMENS, EXCEPT WHEN FIELD-CURED TEST SPECIMENS ARE REQUIRED.
COMPRESSIVE STRENGTH TEST: ASTM C 39 - ONE SET FOR EACH 100 CU. YDS. OR FRACTION THEREOF
OF EACH CONCRETE CLASS PLACED IN ANY ONE DAY OR FOR EACH 5,000 SQ. FT. OF SURFACE AREA
PLACED, ONE SPECIMEN TESTED AT 7 DAYS, ONE SPECIMEN TESTED AT 28 DAYS, AND ONE SPECIMEN
RETAINED IN RESERVE FOR LATER TESTING, IF REQUIRED. WHEN THE STRENGTH OF FIELD-CURED
CYLINDERS IS LESS THAN 85% OF COMPANION LABORATORY-CURED CYLINDERS, EVALUATE CURRENT
OPERATIONS AND PROVIDE CORRECTIVE PROCEDURES FOR PROTECTING AND CURING THE IN-PLACE
CONCRETE.
TEST RESULTS WILL BE REPORTED IN WRITING TO THE ARCHITECT AND THE CONTRACTOR ON THE
SAME DAY THAT TESTS ARE MADE. REPORTS OF COMPRESSIVE STRENGTH TESTS SHALL CONTAIN THE
PROJECT IDENTIFICATION NAME AND NUMBER, DATE OF CONCRETE PLACEMENT, NAME OF CONCRETE
TESTING SERVICE, CONCRETE TYPE AND CLASS, LOCATION OF CONCRETE BATCH IN THE STRUCTURE
DESIGN, COMPRESSIVE STRENGTH AT 28 DAYS, CONCRETE MIX PROPORTIONS AND MATERIALS,
COMPRESSIVE BREAKING STRENGTH, AND TYPE OF BREAK FOR BOTH 7-DAY TESTS AND 28-DAY TESTS
AND LOCATION OF TEST.
CONCRETE NOTES
1. ACI BUILDING CODE (308); MANUAL OF STANDARD PRACTICE FOR DETAILING (315) FOR THE
MIXING FABRICATION AND PLACEMENT OF CONCRETE, REINFORCING STEEL.
2. CONCRETE STRENGTH:FOOTINGS, WALLS F'C = 3,500 PSI (MIN.)
FLOORS F'C = 3,500 PSI (MIN.)
EXTERIOR F'C = 4,000 PSI (MIN.)
3. REINFORCING BARS: ASTM A-615 GRADE 60
4. WELDED WIRE FABRIC: ASTM A-185
5. SLAB ON GRADE REINFORCING: SEE STRUCTURAL SHEET, 4" SLABS - 6"x6" W1.4XW1.4 WWF
UNLESS NOTED OTHERWISE. LOCATE IN UPPER 1/3 OF SLAB.
6. FOOTINGS: SEE STRUCTURAL SHEETS AND SOIL REPORT FOR ADDITIONAL
INFORMATION..
7. REMOVE ALL UNSUITABLE EARTH COMPLETE. PLACE STRUCTURAL FILL IN 4" LOOSE LAYER
THICKNESS. COMPACT TO AT LEAST 95% MAXIMUM DENSITY PER ASTM D1557. COMPACTING BY
FLOODING IS NOT ALLOWED.
8. CENTER THICKENED SLABS UNDER WALLS, UNLESS NOTED OTHERWISE.
9. SEE STRUCTURAL NOTES FOR SLUMP REQUIREMENTS.
10. THE CONTRACTOR WILL EMPLOY A TESTING LABORATORY TO PERFORM THE
FOLLOWING TESTS AND TO SUBMIT TEST REPORTS.
11. SAMPLING AND TESTING FOR QUALITY CONTROL DURING THE PLACEMENT OF
CONCRETE WILL INCLUDE THE FOLLOWING, AS DIRECTED BY THE ARCHITECT.
SITE MIXED CONCRETE SHALL CONFORM TO ACI-613-34. READY MIXED CONCRETE SHALL CONFORM
WITH ASTM C94. SLABS SHALL DEVELOP A STRENGTH OF 3500 PSI WITH A SEVEN (7) DAY STRENGTH
65% OF ULTIMATE STRENGTH. SEE STRUCTURAL NOTES FOR SLUMP REQUIREMENTS.
03 00 00 CONCRETE WORK
CONCRETE REINFORCEMENT
REINFORCING BARS SHALL CONFORM TO ASTM 615 OR ASTM 616, 60,000 PSI YIELD.
WELDED WIRE FABRIC SHALL CONFORM TO ASTM 82 OR ASTM 185.
GLASS FIBER REINFORCING SHALL BE \" COLLATED POLYPROPYLENE FIBERS AS MANUFACTURED BY
W.R. GRACE & CO. DOSAGE RATES SHALL BE AS SPECIFIED BY THE MANUFACTURER. GLASS FIBER
REINFORCING SHALL BE USED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS,
FOLLOW ASTM C-94 FOR MIXING AND ACI 302 INSTALLATION PROCEDURES
CAST IN PLACE CONCRETE
CONCRETE SHALL BE READY MIX TYPE IN ACCORDANCE WITH ASTM C175 SPECIFICATIONS. CONCRETE
SHALL BE HANDLED AND INSPECTED IN ACCORDANCE WITH ALL APPROPRIATE CODES AND
STANDARDS INCLUDING ACI 301, 304, 305, 306, 311, 318 & 347.
MATERIALS SHALL BE AS FOLLOWS:
CEMENT: PORTLAND CEMENT TYPE 1 OR 1A OR HIGH EARLY STRENGTH PORTLAND CEMENT TYPE 111
MEETING ASTM C150.
WATER SHALL BE CLEAN, FREE OF ACIDS, ALKALIES AND POTABLE.
AGGREGATE SHALL CONFORM TO ALL REQUIREMENTS FOR HARDNESS, DURABILITY, PURITY,
GRADATIONS, ETC., AS SET FORTH IN ASTM C33. SAND SHALL BE NATURAL SHARP, COARSE, WASHED,
FREE FROM CLAY OR ORGANIC SUBSTANCES. GRAVEL AND STONE SHALL CONFORM TO ASTM C33-55-T.
AGGREGATE FOR ALL EXPOSED EXTERIOR SHALL BE 6AA LIMESTONE.
COLD FORMED METAL FRAMING
DESCRIPTION
PROVIDE METAL STUDS AND/ OR JOIST AND ACCESSORIES AS INDICATED ON THE DRAWINGS, AS
SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION. 22 GAUGE STUDS
WILL BE STANDARD FOR ALL WALLS UNDER 12' IN VERTICAL HEIGHT. WALLS 12' AND TALLER SHALL BE
CONSTRUCTED OF 20 GAUGE METAL STUDS OR AS NOTED OTHERWISE.
QUALITY ASSURANCE
CONTRACTOR SHALL PROVIDE EFFECTIVE, FULL TIME QUALITY CONTROL OVER ALL FABRICATION AND
ERECTION COMPLYING WITH THE PERTINENT CODES AND REGULATIONS OF GOVERNMENT AGENCIES
HAVING JURISDICTION.
SUBMITTALS
MANUFACTURER'S PRODUCT INFORMATION AND OTHER DATA NEEDED TO PROVIDE COMPLIANCE WITH
THE SPECIFIED REQUIREMENTS.
MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES WHICH, WHEN APPROVED BY THE
ARCHITECT, WILL BECOME THE BASIS FOR ACCEPTING OR REJECTING ACTUAL INSTALLATION
PROCEDURES ON THE WORK.
OTHER PRODUCTS
METAL STUDS, JOISTS AND ACCESSORIES
ALL PRODUCTS TO BE MANUFACTURED BY ONE OF THE FOLLOWING:
DALE/ INCORP.
DIETRICH METAL FRAMING
FORMETAL CO. INC.
INNOVATIVE STEEL SYSTEMS.
STEEL CONSTRUCTION SYSTEMS.
STEELER INC.
STEEL STUD SYSTEMS
UNITED METAL PRODUCTS, INC.
ALL GALVANIZED STUDS AND JOISTS SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE
MINIMUM REQUIREMENTS OF CURRENT AISI STANDARDS, 25 GAUGE, ASTM C645, EXCEPT AS NOTED ON
DRAWINGS.
ALL STRUCTURAL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH THE AMERICAN IRON AND
STEEL INSTITUTE (AISI) “SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL
MEMBERS”, CURRENT EDITION.
PROVIDE ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO, TRACKS, CLIPS, WEB STIFFENERS,
ANCHORS, FASTENING DEVICES, RESILIENT CLIPS, AND OTHER ACCESSORIES REQUIRED FOR A
COMPLETE AND PROPER INSTALLATION, AND AS RECOMMENDED BY THE MANUFACTURER FOR THE
STEEL MEMBERS USED.
FASTENING OF COMPONENTS SHALL BE WITH SELF-DRILLING SCREWS OR WELDING. SCREWS OR
WELDS SHALL BE OF SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION. ALL WELDS OF
GALVANIZED STEEL SHALL BE TOUCHED UP WITH A ZINC RICH PAINT. ALL WELDS OF CARBON SHEET
STEEL SHALL BE TOUCHED UP WITH PAINT. WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED.
EXECUTION
FABRICATION AND INSTALLATION: PRIOR TO FABRICATION OF FRAMING, THE CONTRACTOR SHALL
SUBMIT SHOP DRAWINGS TO THE ARCHITECT OR ENGINEER TO OBTAIN APPROVAL.
FRAMING COMPONENTS MAY BE PREASSEMBLED INTO PANELS PRIOR TO ERECTING. PREFABRICATED
PANELS SHALL BE SQUARE, WITH COMPONENTS ATTACHED IN A MANNER TO PREVENT RACKING AND
TO MINIMIZE DISTORTION WHILE LIFTING AND TRANSPORTING.
ALL FRAMING COMPONENTS SHALL BE CUT SQUARE FOR ATTACHMENT TO PERPENDICULAR MEMBERS
OR AS REQUIRED FOR AN ANGULAR FIT AGAINST ABUTTING MEMBERS.
STUDS SHALL BE PLUMBED, ALIGNED AND SECURELY ATTACHED TO FLANGES OF BOTH UPPER AND
LOWER RUNNERS.
IN ALL DOUBLED JAMB STUDS AND DOUBLED HEADERS NOT ACCESSIBLE TO INSULATION
CONTRACTORS, INSULATION EQUAL TO THE SPECIFIED TYPE SHALL BE PROVIDED AND INSTALLED.
SPLICES IN AXIAL LOAD BEARING MEMBERS OTHER THAN RUNNER TRACK SHALL NOT BE PERMITTED.
TEMPORARY BRACING WHERE REQUIRED, SHALL BE PROVIDED UNTIL ERECTION IS COMPLETE.
NON-LOAD BEARING WALL INSTALLATION: RUNNERS SHOULD BE SECURELY ANCHORED TO THE
SUPPORTING STRUCTURE AS SHOWN ON THE DRAWINGS.
JACK STUDS OR CRIPPLES SHALL BE INSTALLED BELOW WINDOW SILLS, ABOVE WINDOW AND DOOR
HEADS, AND ELSEWHERE TO FURNISH SUPPORT.
LATERAL BRACING SHALL BE PROVIDED BY USE OF GYPSUM BOARD AND GYPSUM SHEATHING OR BY
HORIZONTAL STRAPS OR COLD ROLLED CHANNELS. BRACING SHALL CONFORM TO SECTION D3 OF
THE AISI SPECIFICATION.
PROVISIONS FOR STRUCTURAL VERTICAL MOVEMENT SHALL BE PROVIDED WHERE INDICATED ON THE
DRAWINGS.
HANDLING AND LIFTING OF PREFABRICATED PANELS SHALL BE DONE IN A MANNER SO AS NOT TO
CAUSE DISTORTION IN ANY MEMBER.
LOAD BEARING WALL INSTALLATION (WHERE APPLICABLE): RUNNERS SHALL BE SECURELY ANCHORED
TO THE SUPPORTING STRUCTURE AS SHOWN ON THE DRAWINGS.
COMPLETE, UNIFORM AND LEVEL BEARING SUPPORT SHALL BE PROVIDED FOR THE BOTTOM RUNNER.
FRAMING OF WALL OPENINGS SHALL INCLUDE HEADERS AND SUPPORTING STUDS AS SHOWN ON THE
DRAWINGS.
DIAGONALLY BRACED STUD WALLS, AS INDICATED ON THE DRAWINGS, SHALL BE PROVIDED AT
LOCATIONS DESIGNATED AS SHEAR WALLS FOR FRAME STABILITY AND LATERAL LOAD RESISTANCE.
ADDITIONAL STUDS, WHEN NECESSARY, SHALL BE POSITIONED AS INDICATED ON THE DRAWINGS TO
RESIST THE VERTICAL COMPONENT.
SPLICES IN AXIALLY LOADED STUDS SHALL NOT BE PERMITTED.
BLOCKING
PROVIDE SUPPLEMENTARY FRAM'G, BLOCK'G AND BRACING AT TERMINATIONS IN THE WORK AND FOR
SUPPORT OF FIXTURES, EQUIPMENT SERVICES, HEAVY TRIM, GRAB BARS, TOILET ACCESSORIES,
CABINETRY, DOOR FRAMES, FURNISHINGS AND SIMILAR CONSTRUCTION TO COMPLY W/ DETAILS
INDICATED AND W/ RECOMMENDATIONS OF THE GYPSUM BOARD MANUFACTURER OR THE FIXTURE OR
EQUIPMENT SUPPLIER OR, IF NO SPECIFIC INSTRUCTIONS ARE AVAILABLE, W/ "GYPSUM CONSTRUCTION
HANDBOOK" PUBLISHED BY UNITED STATES GYPSUM CO.
WOOD TREATMENT
WHERE INDICATED ON DRAWINGS, SPECIFIED HEREIN, OR REQUIRED BY BUILDING REGULATIONS, AND
IN GENERAL WHERE WOOD IS IN CONTACT WITH CONCRETE OR MASONRY, WOOD SHALL BE TREATED
WITH ACQ PRESERVATIVE. LUMBER, PLYWOOD, POSTS, ETC. SHALL BE TREATED WITH PRESERVATIVE
CONFORMING TO AMERICAN WOOD PRESERVERS ASSOCIATION STANDARD P-5 AND FEDERAL
STANDARD TT-W-550. THE TREATING PROCESS AND RESULTS THEREOF SHALL MEET FEDERAL
SPECIFICATION TT-W-571, AWPA COMMODITY STANDARDS AS APPLICABLE. LUMBER AND PLYWOOD
SHALL BE PRESSURE IMPREGNATED IN ACCORDANCE WITH THE SPECIFICATIONS FOR ACQ
PRESERVATIVE.
CABINETRY / MILLWORK
PROVIDE AND INSTALL AS SHOWN THE DRAWINGS AND/ OR HEREIN SPECIFIED PRE-FINISHED FACTORY
MADE OR CUSTOM MADE PLASTIC LAMINATE CABINETS, COUNTERTOPS, TRIMS AND NECESSARY
MILLWORK. CABINETS SHALL BE FURNISHED COMPLETE WITH HARDWARE, ADJUSTABLE SHELVING,
CONCEALED BLOCKING, ETC. FOR A PROPER AND APPROVED INSTALLATION. VERIFY CABINET TYPE &
STYLE W/ OWNER. CABINETRY SHALL CONFORM TO AWI CUSTOM GRADE.
FURNISH TO THE ARCHITECT, PRIOR TO FABRICATION, COMPLETE SHOP DRAWINGS INCLUDING
LAYOUTS OF ALL MILLWORK, SIZES OF ITEMS, MATERIALS, ACCESSORIES, HARDWARE, FILLERS, ETC. SO
AS TO DETERMINE THE SCOPE AND CHARACTER OF THE MILLWORK. SAMPLES OF CABINETRY
COMPONENTS AND ACTUAL PLASTIC LAMINATE PRODUCT SHALL ALSO BE PROVIDED. CONTRACTOR
SHALL BE RESPONSIBLE FOR, AND SHALL FURNISH TO THE MILLWORK SUBCONTRACTOR, ALL
DIMENSIONS CONTROLLED BY FIELD CONDITIONS.
LAMINATE MATERIALS SHALL COMPLY WITH HIGH PRESSURE LAMINATE (HPDL): NEMA LD 3, TYPES AS
RECOMMENDED FOR SPECIFIC APPLICATIONS. PROVIDE SPECIFIC TYPES AS SCHEDULED.
COUNTERTOPS:
16 GAUGE STAINLESS STEEL, TYPE 304 WITH A #4 FINISH.
WHITE CARRERA MARBLE.
HPDL PLASTIC LAMINATE OVER MEDIUM DENSITY FIBERBOARD SUBSTRATE WITH CONVENTIONALLY
FABRICATED AND SELF EDGED BANDED.
ACCESSORIES AND HARDWARE:
ACCESSORIES SHALL BE OF TYPE RECOMMENDED BY FABRICATOR TO SUIT APPLICATION. ALL METAL
FASTENERS, PINS, ETC. SHALL BE CHROME PLATED. GROMMENTS SHALL BE STANDARD RUBBER ,
BLACK IN COLOR.
HARDWARE SHALL BE BASED BHMA A156.9, SHELF SUPPORTS SHALL BE STANDARD BACK MOUNTED
TYPE, RECESSED, SATIN FINISHED WITH 1" NOMINAL STANDARD ADJUSTMENTS, PULLS SHALL BE STEEL
WIRE 'U' SHAPED TYPE WITH SATING FINISH 4" CENTERS. CATCHES SHALL BE MAGNETIC, HINGES SHALL
BE EUROPEAN STYLE CONCEALED SELF CLOSING TYPE, SATIN FINISH.
INSTALLATION
INSTALL CABINETS PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. SHIM AS REQUIRED
USING CONCEALED SHIMS. WHERE MANUFACTURED CASEWORK ABUTS OTHER FINISHED WORK,
SCRIBE AND CUT FOR ACCURATE FIT. PROVIDE FILLER STRIPS AND MOULDINGS AS INDICATED OR
REQ'D., IN FINISH TO MATCH CABINET FACE. ANCHOR CABINETS SECURELY IN PLACE WITH CONCEALED
FASTENERS, ANCHORED INTO STRUCTURAL SUPPROT MEMBERS OF WALL CONSTRUCTION (STUDS
AND/ OR BLOCKING).
ATTACH COUNTERTOPS SECURELY TO BASE UNITS. GLUE AND MECHANICALLY JOIN COUNTERTOP
SEAMS. SEAMS SHALL NOT OCCUR AT SINKS. PROVIDE CUT-OUTS FOR FIXTURES AND APPLIANCES AS
INDICATED. SMOOTH CUT EDGES AND COAT WITH WATERPROOFING. SUPPORT COUNTERS WITH 1"x1"
TUBE STEEL BRACKETS BY 20" LONG x 20" LONG @ 48" O.C. WHERE BASE CABINETS DO NOT EXIST.
COMPLETE HARDWARE INSTALLATION AND ADJUST DOORS AND DRAWERS FOR PROPER OPERATION.
FIRESTOPPING
ALL PERTINENT REQUIREMENTS OF THE INSTRUCTIONS FOR BIDDERS, THE GENERAL CONDITIONS,
SUPPLEMENTARY GENERAL CONDITIONS, AND FINISH SCHEDULE SHALL FORM PART OF THESE
SPECIFICATIONS.
PROVIDE ALL ITEMS, ARTICLES, MATERIALS, OPERATIONS OR METHODS LISTED, MENTIONED OR
SCHEDULED ON DRAWINGS AND/OR HEREIN SPECIFIED, INCLUDING ALL LABOR, MATERIALS,
EQUIPMENT AND INCIDENTALS, NECESSARY AND REQUIRED FOR THEIR COMPLETION.
APPROVED MANUFACTURER'S ARE: HILTI INC., 3M FIRE PROTECTION PRODUCTS OR TREMCO
FIRESTOPPING SYSTEMS. ANY PRODUCT MAY BE USED IF IT MEETS PERFORMANCE REQUIREMENTS
LISTED HERE-IN. ONLY PRODUCTS THAT HAVE BEEN TESTED FOR THAT TYPE OF CONSTRUCTION SHALL
BE USED. PROVIDE FORMING/ BACKING IF REQUIRED BY A FIRE TEST:
-MINERAL WOOL SAFING INSULATION: 'THERMAFIBER' OR 'PYRO-FIBER'.
-CERAMIC FIBER BLANKET: 'DYNA SHIELD', 'KAOWOOL FIRE MASTER' OR
'FIBERFRAX DURABLANKET'.
-FIBERGLASS INSULATION: 'FIBERGLAS' UNFACED.
-POLYETHYLENE BACKER ROD: OPEN CELL POLYURETHANE FOAM.
PERFORMANCE REQUIREMENTS:
CONCRETE CMU WALLS:
CONDUIT, DUCTWORK & OTHER METALLIC ITEMS, ETC.
1&2 HOUR RATING, UL TESTED, SYSTEM NO. CAJ1044, 3M.
GYPSUM BOARD & METAL STUD WALLS:
CONDUIT, DUCTWORK & OTHER METALLIC ITEMS, ETC.
1&2 HOUR RATING, UL TESTED, SYSTEM NO. WL1001, 3M.
WOOD DOORS
ALL WORK SPECIFIED HEREIN SHALL BE CONSTRUCTED AND FABRICATED IN ACCORDANCE WITH THE
BEST PRACTICES OF THIS TRADE AND SHALL BE FREE FROM DEFECTS IMPAIRING STRENGTH,
DURABILITY OR APPEARANCE AND OF THE BEST COMMERCIAL QUALITY FOR PURPOSES SPECIFIED.
THEY SHALL BE MADE TO WITHSTAND STRAINS AND STRESSES TO WHICH THEY ARE NORMALLY
SUBJECTED, TRUE TO DETAIL, CLEAN, STRAIGHT, WITH SMOOTH FINISHED SURFACES.
DOORS SHALL BE OF TYPES, SIZES AND THICKNESSES AS SHOWN, NOTED OR SPECIFIED HEREIN.
DOORS SHALL BE PROTECTED AT ALL TIMES. WORK DAMAGED PRIOR TO THE OWNER'S FINAL
ACCEPTANCE OF THE PROJECT SHALL BE REPLACED WITH NEW AT THE CONTRACTOR'S EXPENSE.
DOORS SHALL BE PROPERLY HUNG IN FRAMES SO AS TO OPERATE AND LATCH SATISFACTORILY.
PROVIDE 18" MAXIMUM CLEARANCE AT HEAD AND JAMBS.
DOORS SHALL BE FLUSH TYPE CONSTRUCTED OF PARTICLE BOARD CORE, GRADE A PREMIUM FACE
VENEER OF PLAIN SLICED MAPLE(MATCH AS CLOSE AS POSSIBLE), GRAIN LAID WITH LONG DIMENSION
OF DOOR. DOORS SHALL HAVE SOLID MAPLE EDGES CONFORMING TO NWWDA 1.S-1, AW1 1300-G-3,
1300-G-4 FOR TYPE PC-5/PC-7. DOORS SHALL BE FACTORY PRE-FINISHED, FROM STANDARD COLORS.,
ALL DOORS SHALL BE FACTORY PREFIT AND BEVELED TO NET OPENING SIZE, AND FACTORY MACHINED
FOR ALL ITEMS. DOORS SHALL BE WARRANTED FOR LIFETIME OF ORIGINAL INSTALLATION.
MISCELLANEOUS STEEL (ANGLES, PLATES, PIPES, ETC.) SHALL BE CONFORMING TO ASTM A36 STEEL.
EXTERIOR PIPE RAILS SHALL BE GALV.
ALL STEEL, EXCEPT FIELD WELDS SHALL HAVE ONE (1) COAT OF LEAD AND CHROMATE FREE,
NON-ASPHALTIC, RUST INHIBITING PRIMER APPLIED AT THE SHOP.
ROUGH HARDWARE CON'T.:
PROVIDE ALL BOLTS, ANCHORS, AND THE LIKE, REQUIRED TO BE BUILT INTO CONCRETE TO THE
CONCRETE CONTRACTOR FOR SETTING OF ITEMS PROVIDED UNDER THIS DIVISION.
ROUGH LUMBER
EXCEPT AS OTHERWISE SPECIFIED, ROUGH LUMBER SHALL BE KILN-DRIED, MARKED BY STANDARD
ASSOCIATION MARKINGS, OF SOUND QUALITY, THOROUGHLY SEASONED, SURFACED FOUR SIDES AND
WITH A MAXIMUM MOISTURE CONTENT OF 15. WOOD SHALL BE TREATED WITH ACQ PRESERVATIVE
WHERE REQUIRED.
HOLLOW STEEL DOORS
FABRICATE DOORS OF FLUSH CONSTRUCTION USING TWO FORMED PLATES, NOT LESS THAN 18 GA.,
RIGIDLY CONNECTED AND REINFORCED, ON THE INSIDE WITH CONTINUOUS INTERLOCKING MEMBERS.
FILL INTERIOR VOIDS WITH APPROVED THERMAL AND SOUND INSULATION TO SUIT INSTALLATION.
NOTE: WHERE INDICATED EXTERIOR DOORS SHALL BE GALVANIZED STEEL.
REINFORCE TOPS AND BOTTOMS OF DOORS WITH CONTINUOUS CHANNELS, SPOT WELDED TO BOTH
PLATES. REINFORCE DOORS AS REQUIRED FOR HARDWARE AND CLOSERS. EXPOSED EDGES
INCLUDING TOP EDGE OF ALL STILES, AND RAILS SHALL BE FLUSH. CAP SHALL BE CONTINUOUSLY
WELDED.
08 00 00 DOORS & WINDOWS
HOLLOW METAL FRAMES
DOOR FRAMES ARE TO BE MANUFACTURED TO SIZES & TYPES SHOWN ON THE DOOR SCHEDULE AND
OR DRAWINGS. INTERIOR HOLLOW METAL FRAMES SHALL BE 16 GA. AND EXTERIOR SHALL BE 14 GA.
COLD ROLLED STEEL, MORTISED FOR HARDWARE, FURNISHED WITH RUBBER BUMPERS AND SHOP
PRIMED. USE WELDED MASONRY OR KNOCK DOWN TYPE AS SCHEDULED, AND PROVIDE FIRE RATING
AS SHOWN IN THE DOOR SCHEDULE, METAL STUD OR MASONRY ANCHOR TYPE AS SCHEDULED.
NOTE: WHERE INDICATED EXTERIOR FRAMES SHALL BE GALVANIZED.
SPECIAL CONCRETE FLOOR FINISHES (NEW & EXISTING):
HARDENING/ SEALING AGENT SHALL BE BASED ON RETRO-PLATE 99 AS MANUFACTURED BY ADVANCED
FLOOR PRODUCTS, INC. PRODUCT SHALL CONFORM TO ABRASIVENESS ASTM C779, IMPACT ASTM
C805, SPRAY ASTM G23-81 AND HAVE REFLECTIVITY OF UP TO 30%. PRODUCT SHALL BE INSTALLED BY
CERTIFIED APPLICATORS.
CONTRACTOR SHALL ENSURE SURFACE CONDITIONS MEET THE GUIDELINES FOR PRODUCT
APPLICATION. PRODUCT SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS/
INSTALLATION INSTRUCTIONS.
PROTECT FINISHED WORK UNTIL FULLY CURED IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS/ INSTALLATION INSTRUCTIONS.
05 00 00 METALS
GENERAL:
PROVIDE ALL ITEMS, ARTICLES, MATERIALS, OPERATIONS OR METHODS LISTED, MENTIONED OR
SCHEDULED HEREIN DRAWINGS INCLUDING ALL LABOR, MATERIALS, EQUIPMENT AND INCIDENTIALS,
NECESSARY AND REQUIRED TO COMPLETE WORK.
06 00 00 WOOD AND PLASTICS
ROUGH HARDWARE
PROVIDE AND SET ALL ROUGH HARDWARE, SUCH AS SPIKES, NAILS, SCREWS, ANCHORS AND BOLTS,
SHOWN OR NECESSARY FOR THE EXECUTION OF THE WORK. ALL SHALL BE OF SUITABLE TYPE, AND OF
SUFFICIENT SIZE AND LENGTH TO DRAW THE WORK FIRMLY TOGETHER, AND HOLD IT PERMANENTLY IN
PLACE.
SHEET METAL FLASHING & TRIM:
SHEET MATERIALS AS FOLLOWS:
GALVANIZED STEEL: ASTM A653/ A653M, W/ G90/Z275 ZINC COATING, MINIMUM 0.02 INCH THICK
BASE METAL.
STAINLESS STEEL: ASTM A666 TYPE 304, SOFT TEMPER, 0.015" THICK, #4 SMOOTH FINISH.
ACCESSORIES:
FASTENERS:GALVANIZED STEEL.
PRIMER:ZINC TYPE.
PLASTIC CEMENT:ASTM D4586, TYPE 1.
CAULKING AND SEALANTS CON'T.
ALL INTERIOR CAULKING AND FILLING (EXCEPT FOR CONTROL JOINTS IN SLABS) SHALL BE DONE WITH
AN ACRYLIC LATEX BASE CAULKING COMPOUND EQUAL TO DAP ACRYLIC LATEX CAULK OR TREMCO
SMALL JOINT SEALANT. CAULKING TO BE NON-STAING AND SHALL ACCEPT PAINT OR SCHEDULED
FINISH. FILL JOINTS TO A DEPTH IN A RANGE OF 75% TO 125% OF JOINT WIDTH, BUT NEVER MORE THAN
A 12" DEEP NOR LESS THAN 14" DEEP. CONTROL JOINTS IN SLABS SHALL BE FILLED WITH SONNEBORN
'EPOLITH-P' OR EQUAL.
EXTERIOR CAULKING SHALL BE TREMCO 'DYMERIC' OR A TWO PART POLYSULFIDE ELASTOMERIC TYPE 2
SEALANT. CLEAN AND PRIME ALL JOINTS IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS. FILL JOINTS TO A DEPTH IN A RANGE OF 75% TO 125% OF JOINT WIDTH, BUT
NEVER MORE THAN A 12" DEEP NOR LESS THAN 14" DEEP.
AT EXTERIOR HOLLOW METAL FRAME SILLS, CAULK WITH BUTYL RUBBER CAULKING EQUAL TO TREMCO
BUTYL SEALANT OR PTI757 BUTYL SEALER CONFORMING TO FEDERAL SPECIFICATION TT-S-001657,
TYPE 1.
SEALANTS SHALL BE ACRYLIC POLYMERIC RESIN BASED COMPOUND WITH A MINIMUM 90% SOLIDS
CONTENT CONFORMING TO REQUIREMENTS OF FEDERAL SPECIFICATION TT-S 230A, TYPE II, EQUAL TO
DAP ONE-PART ACRYLIC SEALANT OR TREMCO MONO-LASTO-MERIC.
SEALANTS AT ROOFS SHALL BE AS MANUFACTURED BY OR SPECIFICALLY APPROVED BY THE ROOFING
MANUFACTURER. SEALANTS SHALL BE COMPLETELY COMPATIBLE WITH THE ROOF SYSTEM
COMPONENTS.
FIRESTOPPING MATERIALS SHALL BE AS FOLLOWS:
FORMING MATERIAL: USG THERMAFIBER SAFING INSULATION, 4" THICK.
FIRESTOPPING: USG FIRECODE COMPOUND AT RIGID PENETRATIONS.
FIRE CAULK: USG THERMAFIBER SMOKE SEAL COMPOUND AT FLEXIBLE PENETRATIONS.
INTUMESCENT TAPE: 3M#FS-195 + WRAP/ STRIP IN RESTRICTING COLLAR.
INSTALL PRODUCTS IN ACCORDANCE WITH UL ASSEMBLIES AND
REQUIREMENTS OF AUTHORITY HAVING JURISDICTION.
BACK-UP MATERIAL (EXCEPT AT FIRE RATED PENETRATIONS), SHALL BE SUITABLE MATERIALS OF
POLYETHYLENE FOAM ONLY. NO OILY OR ASPHALTIC TYPE MATERIALS MAY BE USED.
ALUMINUM DOORS, FRAMES
GENERAL:
FURNISH ALL NECESSARY MATERIALS, LABOR AND EQUIPMENT FOR THE COMPLETE INSTALLATION
OF ALUMINUM ENTRANCE DOORS, HARDWARE AND FRAMING AS WELL AS WINDOWS AS SHOWN ON
THE DRAWINGS AND SPECIFIED HEREIN.
FRAMING SYSTEM SHALL BE “T14000 I/O SERIES STOREFRONT ” AS MANUFACTURED BY TUBELITE, INC.
WHENEVER SUBSTITUTE PRODUCTS ARE TO BE CONSIDERED, SUPPORTING TECHNICAL LITERATURE,
SAMPLES, DRAWINGS AND PERFORMANCE DATA MUST BE SUBMITTED TEN (10) DAYS PRIOR TO BID IN
ORDER TO MAKE A VALID COMPARISON OF THE PRODUCTS INVOLVED.
THERMALLY BROKEN, FULL GLASS, EXTERIOR DOORS SHALL BE “THERML=BLOCK ENTRANCES ” WITH
WIDE STYLES, AS MANUFACTURED BY TUBELITE, INC. WHENEVER SUBSTITUTE PRODUCTS ARE TO BE
CONSIDERED, SUPPORTING TECHNICAL LITERATURE, SAMPLES, DRAWINGS AND PERFORMANCE
DATA MUST BE SUBMITTED TEN (10) DAYS PRIOR TO BID IN ORDER TO MAKE A VALID COMPARISON OF
THE PRODUCTS INVOLVED.
STANDARD (NON-THERMALLY BROKEN), FULL GLASS, WIDE (5 ”) STILE ALUMINUM DOORS SHALL BE
AS MANUFACTURED BY TUBELITE INC., WALKER, MICHIGAN. WHENEVER SUBSTITUTE PRODUCTS ARE
TO BE CONSIDERED, SUPPORTING TECHNICAL LITERATURE, SAMPLES, DRAWINGS AND
PERFORMANCE DATA MUST BE SUBMITTED TEN (10) DAYS PRIOR TO BID IN ORDER TO MAKE A VALID
COMPARISON OF THE PRODUCTS INVOLVED.
THERMALLY BROKEN, FLUSH, EXTERIOR ALUMINUM DOORS SHALL BE CROSS ALUMINUM PRODUCTS
FL-400T SERIES WITH REQUIRED ALUMINUM FRAMES.
NON-THERMALLY BROKEN, FLUSH, INTERIOR ALUMINUM DOORS SHALL BE CROSS ALUMINUM
PRODUCTS FL-400 SERIES WITH REQUIRED ALUMINUM FRAMES.
ALL EXPOSED FRAMING SURFACES SHALL BE FREE OF SCRATCHES AND OTHER SERIOUS BLEMISHES.
FINISH TO BE:
ELECTROLYTICALLY DEPOSITED COLOR
(AAM10C21A44) CLASS 1
DOOR HARDWARE:
SHALL BE PROVIDED BY SUPPLIER.
INSTALLATION:
INSTALLATION SHALL BE IN ACCORDANCE WITH REVIEWED PRODUCT DATA, FINAL SHOP DRAWINGS,
THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS, AND AS INDICATED ON THE
DRAWINGS. COMPLY WITH MANUFACTURER'S PUBLISHED INSTRUCTIONS FOR INSTALLATION AND
TOLERANCES.
ADJUSTING AND CLEANING:
TOUCH-UP PAINTING: IMMEDIATELY AFTER INSTALLATION, TOUCH-UP SCRATCHED, NICKED,
ABRADED, CHIPPED, OR OTHERWISE DAMAGED AREAS OF THE FINISH SO AS TO BE UNNOTICEABLE.
CLEANING: WASH TO REMOVE MORTAR, PLASTER, SPRAYED FIRE-RESISTIVE MATERIAL, AND ANY
OTHER DELETERIOUS MATERIAL FROM FINISHED SURFACES IMMEDIATELY.
DEMONSTRATION:
MAINTENANCE INSTRUCTIONS: INSTRUCT THE OWNER'S PERSONNEL WHO WILL BE RESPONSIBLE
FOR WINDOW WASHING AFTER THE TIME OF FINAL ACCEPTANCE.
THE
DESIGN GROUP
ARCHITECTURE
CONSTRUCTION MANAGEMENT
DEVELOPMENT
1104 S. MITCHELL ST.
CADILLAC, MICHIGAN 49601
(231) 779-4002
(231) 779-4022 FAX
PROJECT CONSULTANT
10223 E. Cherry Bend Rd., Ste. A
Traverse City, Michigan, 49684
Contact: Bill Beckett, President
WT Development Corporation
Phone: (231) 922-9250
Fax: (231) 922-9257
STORE NUMBER:
PROJECT NUMBER:
BLAZE PIZZA
12697 N. Pennsylvania St.Carmel, IN 46032
10__
14106a
WALL SIGN REVISIONS1 04.09.14
FOR PERMITS & BIDS2 04.25.14
TENANT SEPARATION3 05.06.14
BLAZE REVISIONS4 05.13.14
02.11.14 Landlord Review
Carmel Corners
Meijer Outlot 'B'
A9.0
ARCHITECTURAL
SPECIFICATIONS
ARCHITECTURAL SPECIFICATIONSA
THE
DESIGN GROUP
ARCHITECTURE
CONSTRUCTION MANAGEMENT
DEVELOPMENT
1104 S. MITCHELL ST.
CADILLAC, MICHIGAN 49601
(231) 779-4002
(231) 779-4022 FAX
PROJECT CONSULTANT
10223 E. Cherry Bend Rd., Ste. A
Traverse City, Michigan, 49684
Contact: Bill Beckett, President
WT Development Corporation
Phone: (231) 922-9250
Fax: (231) 922-9257
STORE NUMBER:
PROJECT NUMBER:
BLAZE PIZZA
12697 N. Pennsylvania St.Carmel, IN 46032
10__
14106a
WALL SIGN REVISIONS1 04.09.14
FOR PERMITS & BIDS2 04.25.14
TENANT SEPARATION3 05.06.14
BLAZE REVISIONS4 05.13.14
02.11.14 Landlord Review
Carmel Corners
Meijer Outlot 'B'
VISION LITES
FACTORY GLAZING SHALL BE | INCH GLASS, INTERIOR AND 1 INCH GLASS INSULATING UNITS,
EXTERIOR. LITES IN EXTERIOR DOORS SHALL ALLOW FOR THERMAL EXPANSION. PROVIDE
RECTANGULAR LITES AS INDICATED ON DRAWINGS. LITES SHALL BE FACTORY GLAZED WITH
SCREW-APPLIED ALUMINUM STOPS ANODIZED TO MATCH PERIMETER DOOR RAILS.
O9 00 00 FINISHES
GYPSUM DRYWALL
GENERAL
THE WORK UNDER THIS SECTION INCLUDES THE FURNISHING AND INSTALLATION OF DRYWALL AND
BACKERBOARD (IF ANY) AS HEREIN SPECIFIED OR SHOWN ON DRAWINGS, COMPLETE WITH ALL
ACCESSORIES AND SUSPENSION SYSTEMS REQUIRED FOR A COMPLETE INSTALLATION.
MATERIALS
A.MATERIALS SHALL BE AS MANUFACTURED BY GEORGIA-PACIFIC
CORP., NATIONAL GYPSUM COMPANY, U.S. GYPSUM COMPANY OR
EQUAL. MATERIALS SHALL BE FROM A SINGLE MANUFACTURER OR
FROM A MANUFACTURER RECOMMENDED BY THE MANUFACTURER OF
THE WALLBOARD, UNLESS OTHERWISE INDICATED.
B. UNLESS OTHERWISE SHOWN OR SPECIFIED HEREIN, DRYWALL SHALL BE
A 5/8" MINIMUM THICKNESS. ("FIRECODE" WHERE REQUIRED AT RATED
ASSEMBLIES.)
C. DRYWALL SHALL BE "TAPER-EDGE" TYPE IN THE MAXIMUM PRACTICAL
LENGTHS TO KEEP THE NUMBER OF JOINTS TO A MINIMUM.
D. JOINT TREATMENT SHALL INCLUDE PERFORATED TAPE, JOINT
COMPOUND WHICH SHALL BE POWDERED OR READY MIXED, TOPPING
COMPOUND, AND OTHER COMPOUNDS AS REQUIRED FOR THE PROPER
COMPLETION OF THE WORK.
E.FASTENERS SHALL BE 1|" TYPE "W" BUGLE HEAD SCREWS OR AS
RECOMMENDED BY MANUFACTURER. FASTEN MINIMUM 3/8" FROM
EDGES AND 8" ON CENTER (7" ON CENTER FOR CEILINGS).
D.REINFORCE ALL PENETRATIONS OF GYPSUM BOARD DIAPHRAGM SUCH AS DOOR FRAMES,
BORROWED LIGHTS, ACCESS DOORS, ETC. TO DISTRIBUTE CONCENTRATED STRESSES.
E.TO FINISH, TAPE ALL JOINTS AND APPLY JOINT AND TOPPING COMPOUNDS IN ACCORDANCE
WITH MANUFACTURER'S RECOMMENDATIONS. LEVEL 5 FINISHING SHALL BE USED EXCEPT
WHERE NOTED OTHERWISE HEREIN.
F.CEILING AND WALL ANGLES AND INSIDE CORNER ANGLES SHALL BE REINFORCED WITH THE TAPE
FOLDED TO CONFORM TO THE ANGLE AND EMBEDDED INTO JOINT COMPOUND. ALL INSIDE
CORNERS SHALL BE COATED WITH AT LEAST THREE (3) COATS OF JOINT COMPOUND OR
TOPPING COMPOUND. ALL NAIL OR SCREW HEAD DIMPLES SHALL RECEIVE THREE (3) COATS.
THIS MAY BE APPLIED AS EACH COAT IS APPLIED TO THE JOINTS. FLANGES OF WALLBOARD
CORNER BEAD SHALL BE CONCEALED BY AT LEAST THREE (3) COATS OF COMPOUND.
G.SAND AS REQUIRED AT ALL JOINTS AND FASTENER HEADS FOR A SMOOTH SURFACE READY FOR
DECORATION AND FREE OF TOOL MARKS AND RIDGES. A THIN SKIM COAT OF JOINT COMPOUND,
OR A MATERIAL MANUFACTURED ESPECIALLY FOR THIS PURPOSE, SHALL BE APPLIED TO THE
ENTIRE SURFACE.
H.PROVIDE CONTROL JOINTS AT STRUCTURAL ELEMENTS AND NO LESS THAN 30'-0" O.C. IN WALLS.
GYPSUM BOARD IN CONCEALED LOCATIONS (ABOVE FINISHED CEILINGS, ETC.) NEED ONLY BE
TAPED SO AS TO BE FIRE SEALED. (LEVEL 1)
I.MAINTAIN A UNIFORM ROOM TEMPERATURE BETWEEN 55^ F AND 70^ F IN COLD WEATHER
DURING APPLICATION AND UNTIL COMPLETELY DRY OR OCCUPIED. PROVIDE ADEQUATE
VENTILATION. REMOVE ALL DEBRIS AND SPILLS AND LEAVE READY FOR FINISH.
ACOUSTICAL CEILINGS
GENERAL:
ACOUSTICAL CEILINGS SHALL BE NON-COMBUSTIBLE MINERAL-FIBER BOARD IN THE FORM OF TILE OR
LAY-IN PANELS. SUSPENSION SYSTEMS SHALL BE STANDARD TYPE, HUNG DIRECTLY FROM STRUCTURE
ABOVE OR BY MEANS OF CARRYING CHANNELS OR AS OTHERWISE INDICATED. ACOUSTICAL
MATERIALS SHALL BE AS MANUFACTURED BY ARMSTRONG WORLD INDUSTRIES, CELOTEX, USG, OR
EQUAL.
MATERIALS:
ACOUSTICAL MATERIALS SHALL HAVE CLASS A FLAME SPREAD RATING ACCORDING TO FEDERAL
SPECIFICATION SS-S-118B AND CONFORMING TO U.L. RATINGS. PROVIDE AND INSTALL SUSPENDED
GRID LAY-IN ACOUSTIC TILE CEILINGS WHERE NOTED ON THE ROOM FINISH SCHEDULE TO MATCH
ARMSTRONG VINYL FACED GYPSUM BOARD TILE, LAY-IN TILE WITH WHITE FINISH. GRID TO BE 15/ 16"
PRELUDE EXPOSED TEE SYSTEM WITH LOW GLOSS (COLOR AS SELECTED BY OWNER) FINISH.
INSTALLATION:
INSTALLATION OF CEILING TILES SHALL OCCUR ONLY AFTER PERMANENT HEATING SYSTEM IS
ACTIVATED AND SPACE TEMPERATURE AND HUMIDITY CAN BE MAINTAINED 60 º - 85º AND BELOW 75%
RESPECTIVELY.
INSTALL SUSPENSION SYSTEM ACCORDING TO ASTM 636 "RECOMMENDED PRACTICE FOR
INSTALLATION OF METAL CEILING SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY-IN PANELS".
CEILING SYSTEM SHALL BE INSTALLED BY SKILLED WORK-PERSONS PER MANUFACTURER'S
RECOMMENDATIONS.
SUPPORT SUSPENSION SYSTEM BY 12 GAUGE HANGER WIRES, SPACED NOT MORE THAT 4'-0" O.C. -
MINIMUM LOAD 20#/S.F. ALL WIRES SHALL HAVE A MINIMUM OF THREE TWISTS AT THE TOP AND
BOTTOM.
CUT AND SCRIBE TILE WHEREVER CONDITIONS REQUIRE AND/OR AS DIRECTED TO PROVIDE NEAT
JUNCTIONS WITH VERTICAL SURFACES AND AROUND FIXTURES OR OPENINGS. TILES SHALL BE
TRIMMED AT WALL ANGLES TO MAINTAIN TEGULAR LOOK. SPRAY PAINT CUT EDGES AS NECESSARY TO
MAINTAIN UNIFORM CEILING COLOR.
FURNISH, FOR OWNER'S FUTURE USE, TWO (2) UNOPENED CASES OF CEILING TILE OF EACH STYLE
(MIN. 16 PADS OF EACH STYLE). CEILING REPAIR REQUIRED DURING BUILDING WARRANTY PERIOD
SHALL NOT BE MADE USING OWNER'S RESERVE TILES.
FIRE PROTECTION SPECIALTIES
10 00 00 SPECIALTIES
ALUMINUM FOLDING DOOR:
PROVIDE AND INSTALL ALUMINUM THERMALLY CONTROLLED FOLDING DOOR SYSTEM AS
MANUFACTURED BY LACANTINA DOORS, INC. OR EQUAL. DOOR DHALL BE BASED ON 14'-10" WIDE x 8'-0"
HIGH FIVE (5) PANEL SYSTEM WITH ADA LOW PROFILE SILL. SEE ARCHITECTURAL PLANS FOR
ADDITIONAL INFORMATION. FRAME AND PANEL MATERIALS, GLASS, HARDWARE, ETC. SHALL BE AS
SPECIFIED IN MANUFACTURER'S SPECIFICATIONS.
INSTALL DOOR PER THE MANUFACTURER'S RECOMMENDATION AND INSTALLATION INSTRUCTIONS.
F. ACCESSORIES SHALL BE EQUAL TO NATIONAL GYPSUM COMPANY
GALVANIZED CORNER BEADS, CASING BEADS AND TRIM, SIZES AS
RECOMMENDED BY MANUFACTURER.
F. ACCESSORIES SHALL BE EQUAL TO NATIONAL GYPSUM COMPANY
GALVANIZED CORNER BEADS, CASING BEADS AND TRIM, SIZES AS
RECOMMENDED BY MANUFACTURER.
G. ADHESIVE SHALL BE GOLD BOND WALLBOARD/PANEL ADHESIVE OR
MC ADHESIVE APPLIED TO THE WOOD OR STEEL FRAMING WITH A
CAULKING GUN.
INSTALLATION
A.ALL GYPSUM DRYWALL AND RELATED SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE
RECOMMENDATIONS OF THE MANUFACTURER BOARDS OF MAXIMUM PRACTICAL LENGTH SHALL BE
USED SO THAT A MINIMUM NUMBER OF END JOINTS OCCUR. BOARDS SHALL BE BROUGHT INTO
CONTACT WITH EACH OTHER, BUT SHALL NOT BE FORCED INTO PLACE. END JOINTS SHALL BE
STAGGERED. FASTEN WALLBOARD TO FRAMING MEMBER AS RECOMMENDED BY MANUFACTURER.
VERIFY THAT THE STRUCTURE TO RECEIVE DRYWALL IS FREE OF DEFECTS WHICH WILL RESULT IN
A POOR APPLICATION OR CAUSE LATENT DEFECTS IN WORKMANSHIP. COMMENCEMENT OF WORK
SHALL CONSTITUTE ACCEPTANCE OF SUBSTRATE.
B.GYPSUM WALLBOARD SHALL BE HELD IN FIRM CONTACT WITH THE FRAMING MEMBER WHILE
FASTENERS ARE BEING DRIVEN. FASTENING SHALL PROCEED FROM CENTER PORTION OF
WALLBOARD TOWARD THE EDGES AND ENDS. FASTENERS SHALL BE SET WITH THE HEADS SLIGHTLY
BELOW THE SURFACE OF THE WALLBOARD IN A DIMPLE FORMED BY THE HAMMER OR POWER DRIVER.
CARE SHALL BE TAKEN TO AVOID BREAKING THE FACE PAPER OF THE WALLBOARD. IMPROPERLY
DRIVEN FASTENERS SHALL BE REMOVED. INSTALL CORNER AND CASING BEADS AT ALL CORNERS
AND EDGES.
C.GYPSUM PANEL SURFACES SHALL BE ISOLATED WITH CONTROL JOINTS WHERE SHOWN ON
DRAWINGS AND IN THE FOLLOWING CONDITIONS:
1. PARTITION, OR FURRING ABUTS A STRUCTURAL ELEMENT (EXCEPT
FLOOR) OR DISSIMILAR WALL OR CEILING.
2. CEILING ABUTS A STRUCTURAL ELEMENT, DISSIMILAR WALL OR PARTITION OR OTHER VERTICAL
PENETRATION.
3. CONSTRUCTION CHANGES WITHIN PLANE OF PARTITION OR CEILING.
4. PARTITION OR FURRING RUN EXCEEDS 30 FT.
5. CEILING DIMENSIONS EXCEED 50 FT. IN EITHER DIRECTION WITH PERIMETER RELIEF, 30 FT.
WITHOUT RELIEF.
6. EXPANSION OR CONTROL JOINTS OCCUR IN THE EXTERIOR WALL.
GENERAL:
PROVIDE AND INSTALL CERAMIC TILE WHERE NOTED ON ROOM FINISH SCHEDULE. TILE SHALL BE AS
NOTED ON DRAWINGS. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, TOOLS AND INCIDENTALS FOR
A COMPLETE INSTALLATION. TILE SHALL BE AS SELECTED BY OWNER.
DO NOT COVER ANY SUB-SURFACES THAT HAVE DEFECTS OR UNSATISFACTORY CONDITIONS THAT
WOULD BE DETRIMENTAL TO TILE INSTALLATION. INSTALLATION SHALL BE CONSIDERED ACCEPTANCE
OF SUBSTRATE.
FURNISH SHOP DRAWINGS OF FINAL LAYOUT OF PATTERNED TILE PRIOR TO INSTALLATION OF TILE.
SETTING MATERIALS:
MORTAR:POLYMER MODIFIED CEMENTITIOUS POWDER TO BE MIXED
ONLY WITH WATER USING THE THIN SET METHOD OF
INSTALLATION. PRODUCT TO BE LATICRETE 252 SILVER OR
PRE-APPROVED EQUAL. COLOR TO BE SELECTED BY
ARCHITECT (WHITE OR GREY) UPON SELECTION OF GROUT
COLOR.
GROUT:TEC POWER GROUT, HIGH PERFORMANCE GROUT, OR
PRE-APPROVED EQUAL. GROUT TO MEET ANSI A118.7 WITH
PERMANENT STAIN RESISTANCE, COLOR CONSISTENCY,
MOLD/MILDEW RESISTANCE, CRACK RESISTANCE AND ZERO
VOC. COLOR TO BE SELECTED BY ARCHITECT.
WATERPROOF
MEMBRANE:ROLL-ON WATERPROOF MEMBRANE EQUAL TO PREMCRETE
HYDROSEAL PX OR COMPOSITE SHEET MEMBRANE WATERPROOFING EQUAL TO NOBLESEAL TS
(CPE), 30 MIL. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.
INSTALLATION:
NSTALL ALL TILE FOLLOWING MANUFACTURER'S WRITTEN INSTRUCTIONS AND TILE COUNCIL OF
NORTH AMERICA (TNCA) GUIDELINES. FLOOR TILE SHALL BE INSTALLED FOLLOWING TCNA
INSTALLATION METHOD F113 AND MANUFACTURERS RECOMMENDATIONS. WALL TILE SHALL BE
INSTALLED FOLLOWING TCNA INSTALLATION METHOD W202 AND MANUFACTURER'S
RECOMMENDATIONS. FLOOR AND WALL TILE AT SHOWERS SHALL BE INSTALLED FOLLOWING TCNA
INSTALLATION METHOD B422-12 AND MANUFACTURER'S RECOMMENDATIONS (MEMBRANE TO COVER
FLOOR AND EXTEND 24" MINIMUM UP WALLS). USE ONLY MECHANICS SKILLED IN THIS WORK - ALL
WORK SHALL BE OF HIGHEST QUALITY.
PORCELAIN TILE SHALL BE SET WITH 1/4" JOINTS. ALL TILE JOINTS SHALL ALIGN FROM FLOOR TO
BASE.
ACCEPTABILITY OF SURFACES:
BEFORE TILING, VERIFY THAT ALL SURFACES TO BE TILED ARE TRUE TO PLANE AND FALL WITHIN
MAXIMUM VARIATIONS SHOWN BELOW:
WALLS
1/ 8" IN 8'
REPORT ALL UNACCEPTABLE SURFACES TO THE ARCHITECT AND DO NOT TILE SUCH SURFACES UNTIL
THEY ARE LEVELED ENOUGH TO MEET ABOVE REQUIREMENTS.
BEFORE TILING, ALL SURFACES MUST BE FREE OF CURING COMPOUNDS, OIL, GREASE, WAX, DUST OR
OTHER SUBSTANCES THAT WOULD INTERFERE WITH PROPER BOND OF SETTING MATERIALS.
COMPLETED WORK SHALL BE FREE OF BROKEN, CHIPPED, CRACKED, DISCOLORED OR OTHERWISE
DAMAGED TILE. LOOSE OR DAMAGED TILE SHALL BE REPLACED. PROTECT WORK DURING CURING
PERIOD AND UNTIL BUILDING IS ACCEPTED BY OWNER. TILE SHALL BE THOROUGHLY CLEANED USING
COMPOUNDS RECOMMENDED BY THE MANUFACTURER PRIOR TO FINAL ACCEPTANCE AND LEFT IN
FULLY USABLE, TRAFFIC READY CONDITION. PROVIDE OWNER COMPLETE INSTRUCTIONS FOR
PROPER MAINTENANCE AND INSTRUCT OWNER'S PERSONNEL IN PROPER CLEANING TECHNIQUES.
GUARANTEE:
A ONE (1) YEAR WARRANTY SHALL BE FURNISHED BY CONTRACTOR FROM DATE OF FINAL
ACCEPTANCE BY OWNER.
PAINTING
MATERIALS:
MATERIALS USED SHALL BE FIRST LINE QUALITY PRODUCTS AS MANUFACTURED BY ONE
OF THE FOLLOWING (NO SUBSTITUTIONS WITHOUT PRIOR, WRITTEN APPROVAL):
SHERWIN-WILLIAMS COMPANY
SCHEDULE OF PAINTING
EXTERIOR:
EXTERIOR METAL (UNGALVANIZED FERROUS)
FIRST COAT: SW DTM PRIMER FINISH B66W1
SECOND COAT: SW DTM ACRYLIC GLASS COATING, B66 SERIES
THIRD COAT: SW DTM ACRYLIC GLASS COATING, B66 SERIES
EXTERIOR METAL (GALVANIZED FERROUS)
FIRST COAT: SW DTM PRIMER FINISH B66W1
SECOND COAT: SW DTM ACRYLIC GLASS COATING, B66 SERIES
THIRD COAT: SW DTM ACRYLIC GLASS COATING, B66 SERIES
EXTERIOR PVC
FIRST COAT: SW DTM PRIMER FINISH B66W1
SECOND COAT: SW DTM ACRYLIC GLASS COATING, B66 SERIES
THIRD COAT: SW DTM ACRYLIC GLASS COATING, B66 SERIES
INTERIOR:
INTERIOR DRYWALL (EXTERIOR WALLS AND CEILING LIDS)
FIRST COAT: SW PROMAR INT. LATEX MOISTURE V.B. PRIMER
SECOND COAT: SW PROMART INT. LATEX MOISTRUE V.B. PRIMER
THIRD COAT: SW PROMAR 200 LATEX EGGSHELL, B20W200
FOURTH COAT: SW PROMAR 200 LATEX EGGSHELL B20W200
INTERIOR DRYWALL (INTERIOR WALLS AND CEILINGS)
FIRST COAT: SW PROMAR 200 WALL PRIMER, B28W200
SECOND COAT: SW PROMAR 200 LATEX EGGSHELL B20W200
THIRD COAT: SW PROMAR 200 LATEX EGGSHELL, B20W200
INTERIOR METAL (GALVANIZED FERROUS)
FIRST COAT: SW DTM ACRYLIC PRIMER B66W1
SECOND COAT: SW DTM PRIMER FINISH B66 SERIES
THIRD COAT: SW DTM PRIMER FINISH B66 SERIES
INTERIOR METAL (UNGALVANIZED FERROUS)
FIRST COAT: SW DTM ACRYLIC PRIMER B66W1
SECOND COAT: SW PROMAR 200 LATEX EGGSHELL B20W201
THIRD COAT: SW PROMAR 200 LATEX EGGSHELL B20W201
A9.1
ARCHITECTURAL
SPECIFICATIONS
30" MIN
24" MAX
24" MAX.30"10" MAX.30"
GRAB BAR SHALL BE 1-1/4" TO 2" MAX.,
OUTSIDE DIA.- TYPICAL
2- 1/4"x3' EXPANSION ANCHORS AT
MASONRY OR CONC. WALL 2- #10x2"
SCREWS AT WOOD OR STEEL STUD
WALL-TYP.
2"x6" BLOCKING AT WOOD STUD WALLS
(OMIT BLOCKING AT MASONRY OR
CONC. WALL) - TYPICAL
48" MIN.
CLEAR
FLOOR
SPACE
ACCESSIBLE ROUTE
PROTRUDING OBJECT
FREESTANDING OBJECT
MOUNTED ON POSTS OR
PYLON MAY OVERHANG 12"
MAX FROM 27" TO 80"
ABOVE FINISH FLOOR
OBJECT PROJECTION FROM
WALL BETWEEN 27" TO 80"
ABOVE FINISH FLOOR SHALL
PROTRUDE NO MORE THAN
4"
OBJECT PROJECTION
FROM WALL LESS THAN
27" ABOVE FINISH FLOOR
MAY PROTRUDE ANY
AMOUNT
FLOOR SHALL BE
SLIP-RESISTANT SURFACE
AND LEVEL WITH MAX 1/4"
CHANGE IN LEVEL
SIGN POST OBSTRUCTION
ACCESSIBLE ROUTE WALK
2
1
30"19"
30"19"
48"
48" MIN.
CLEAR
FLOOR
SPACE
1.
ACCESSIBLE RESTROOM DOORS N.T.S.16
ACCESSIBLE LAVATORY 3/4"=1'-0"3
GENERAL NOTES4
GRAB BAR 3" - 1'-0"7
DINING ROOM SEATING CLEARANCES N.T.S.8CHANGES IN LEVEL N.T.S.12
PROTRUDING HAZARDS 1/2" = 1'-0"11
MOUNTING HTS. & CLEARANCES FOR ACCESSIBILITY BY THE DISABLED N.T.S.1
STANDARD TOILET STALL N.T.S.2ACCESSIBLE URINAL 3/4" =1'-0"6INT. ACCESS. ROUTE CLEARANCES 1/2" = 1'-0"10REACH RANGES N.T.S.14
SEATING AND TABLES N.T.S.13
INDICATED DIMENSIONS, HEIGHTS, DEPTHS, AREAS AND OTHER GRAPHIC
INFORMATION ARE PROVIDED AS MINIMUMS THAT MUST BE MAINTAINED. THESE
MINIMUMS ARE BASED UPON YUM STANDARDS AND MAY EXCEED ADA
REQUIREMENTS.
THE DETAILS SHOWN ARE CONCEPTUAL ONLY AND INTENDED TO SHOW
ABSOLUTE MINIMUMS AND SHALL BE COORDINATED WITH THE OTHER
CONSTRUCTION DOCUMENTS ASSOCIATED WITH THIS PROJECT.
60" TURNING SPACE
- PERMITTED OVERLAP LIMITED TO 1 ARM OF T-SHAPED SPACE
- CAN OVERLAP FIXTURE & DOOR CLEARANCE
- DOOR CAN SWING INTO TURNING SPACE
RESTROOM, IN GENERAL, DOOR SWING MUST BE OUTSIDE OF THE FXTR CLEAR
FLOOR SPACE HOWEVER A DOOR CAN SWING INTO FIXTURE CLEAR FLOOR
SPACE IF WHEELCHAIR SPACE 30"X48" IS PROVIDED BEYOND THE DOOR SWING.
TOILET ROOM MUST ALLOW FOR SIDE TRANSFER - 42" BETWEEN FIXTURES
17"
6"8"
PULL STATION
7" -
9"
39" to 41"
6" TO 12" MAX
VERTICAL S.S. GRAB
BAR (IF RQ'D)
15" TO 48" A.F.F. FOR OPERABLE
OEPNING W/O OBSTRUCTION
FROM GRAB BAR
NOTES:
1. TOP OF GRIPPING SURFACE
33" TO 36" MAX. SEE NOTES
BELOW
2. 12" MINIMUM CLEAR ABOVE
GRAB BAR
INSULATE HOT WATER & DRAIN
PIPES
6" MAX. DEPTH x 30" MIN. WIDTH TOE
CLEARANCE
8" MIN. DEPTH x 30" MIN.
WIDTH KNEE SPACE
LAV.
MIRROR MTD @ 40" A.F.F.
MAX TO BOTTOM OF
REFLECTING SURFACE
14" MIN. PROJECTION FROM
WALL URINAL
CONTROLS MOUNTED ON
WIDE SIDE OF TOILET AREA
48" S.S. GRAB BAR
36" S.S. GRAB BAR
33" (EXCEPT @
TANK TOILETS,
WHICH SHALL BE
36")
PAPER TOWEL DISPENSER
DRYER
T.S. COVER DISPENSER SHALL
BE MOUNTED 1 1/2" (MIN.)
BELOW GRAB RAIL
SWITCHES
FIRE ALARM
THERMOSTAT
2'-0"
2.
3.
4.
COAT HOOK N.T.S.15
NOTE: SEE BATHROOM EQUIPMENT SCHEDULE
MOUNT COAT HOOK ON
INSIDE OF TOILET STALL
DOOR
MIN. 60 DEGREE SLOPE
BOTTOM RAIL OF DOOR
ALUMINUM THRESHOLD
#10 S.M. IN PLASTIC
EXPANSION ANCHOR
EXTERIOR DOOR REQUIREMENTS 1/2" = 1'-0"17
BOTTOM RAIL (EXTERIOR DOOR)3" = 1'-0"18
24"
60"
32" MIN.
CLR. OPENING
DOOR HANDLE,
SEE HARDWARE
NOTES
DOOR CLOSER IF
PROVIDED, SHALL
HAVE AT LEAST A
3-SECOND
CLOSING TIME
PERIOD FROM 70€
OPEN POSITION
TO 3" FROM LATCH
3'-0" DOOR WIDTH
PROVIDE ISA DECAL
@ ALL PUBLIC
ENTRANCES
TYP. ENTRANCE / EXIT DOOR N.T.S.19
THE
DESIGN GROUP
ARCHITECTURE
CONSTRUCTION MANAGEMENT
DEVELOPMENT
1104 S. MITCHELL ST.
CADILLAC, MICHIGAN 49601
(231) 779-4002
(231) 779-4022 FAX
PROJECT CONSULTANT
10223 E. Cherry Bend Rd., Ste. A
Traverse City, Michigan, 49684
Contact: Bill Beckett, President
WT Development Corporation
Phone: (231) 922-9250
Fax: (231) 922-9257
STORE NUMBER:
PROJECT NUMBER:
BLAZE PIZZA
12697 N. Pennsylvania St.Carmel, IN 46032
10__
14106a
WALL SIGN REVISIONS1 04.09.14
FOR PERMITS & BIDS2 04.25.14
TENANT SEPARATION3 05.06.14
BLAZE REVISIONS4 05.13.14
02.11.14 Landlord Review
Carmel Corners
Meijer Outlot 'B'
ADA1.0
ACCESSIBILITYREQUIREMENTS
PLUMBING SCHEDULEA
CROSS CONNECTION TABLEH
PLUMBING LEGENDCGENERAL NOTESD
TW
FW
SD
CD
HW
CW
G
SS
GW
XXX
F.C.O.FLOOR CLEANOUT OR CLEANOUT TO
GRADE
FW
H.B.
TW
S.O.C.
S.O.V.
P.T.R.V.
C.V.
C.W.
B.V.
E.C.O.
FU
BFP
EXTERIOR CLEAN OUT
COLD WATER BELOW GRADE
FILTERED WATER
PREMIXED TEMPERATURE WATER
SHUT-OFF GAS COCK
PRESS-TEMPERATURE RELIEF VALVE
SHUT-OFF GATE VALVE
BALL VALVE
CHECK VALVE
HOSE BIBB
BACK FLOW PREVENTER
FIXTURE UNIT
WALL CLEANOUTW.C.O.
R.D.
Y.B.
ABBREV.SYMBOLS DESCRIPTION
YARD BOX
ROOF DRAIN
V.T.R.
A.P.
V.B.F.
V.C.P.
C.I.
U.T.R.
(E)
H.D.
F.D.
F.S.
OFD
A.F.F.
G.L.
(N)NEW
HUB DRAIN
GAS LINE
ABOVE FINISHED FLOOR
FLOOR SINK
OVERFLOW DRAIN
CAST IRON
VITRIFIED CLAY PIPE
UP THRU ROOF
EXISTING
FLOOR DRAIN
VENT THRU ROOF
ACCESS PANEL
VENT BELOW FLOOR
G
CW
HW
V.
C.D.
S.D.
CONDENSATE DRAIN
SANITARY VENT
STORM DRAIN
GAS / GAS STUB
HOT WATER / HW STUB
COLD WATER / CW STUB
PLUMBING EQUIPMENT DESIGNATION
KITCHEN EQUIPMENT NUMBER: REFER TO
SOIL OR WASTE (GREASE WASTE)/WASTE STUB
KITCHEN EQUIP. DRAWINGS FOR DESCRIPTION.
SOIL OR WASTE (SANITARY)/ WASTE STUB
X-X 0000
SS
GW
ITEMFIXTURE MANUFACTURER / MODEL NUMBERDESCRIPTIONSOIL OR
WASTE VENT COLD
WATER
HOT
WATER
TEMP'D
WATER
WASTE
FU
WATER
FU
FCO 1 FLOORCLEANOUT --------------
CAST IRON CLEANOUT WITH THREADED ADJUSTABLE HOUSING, ROUND SCORIATED HEAVY CAST IRON COVER.JOSAM / MODEL: 56000
WADE / MODEL: 6000Z
ZURN / MODEL: Z-1400
WCO 1 WALLCLEANOUT --------------CAST IRON CLEANOUT TEE WITH INLET/OUTLET SPIGOT AND THREADED BRASS PLUG, WITH STAINLESS STEEL ACCESS COVER.JOSAM / MODEL: 58510
WADE / MODEL: 8560E
ZURN / MODEL: Z-1446-BP
S 1 HAND SINK 1-1/2"1-1/2"----1/2"2 4
S-1: STAINLESS STEEL HAND SINK, WALL HUNG, INCLUDES A 6" GOOSENECK STAINLESS.FAUCET W/KNEE VALVE. BRAIDED WATER LINES. PROVIDE WITH MIXING VALVE MV-1.
--
UNIVERSAL, VERIFY W/ OWNER.
--
S 3 3-COMP.SINK INDIRECT --1/2"1/2"--3 6
SINK, FAUCET & DRAIN --
UNIVERSAL, VERIFY W/ OWNER.
--
S 4 PREP SINKINDIRECT --1/2"1/2"--3 6
SINK, FAUCET AND DRAIN. PROVIDE WITH MIXING VALVE MV-1.--
UNIVERSAL, VERIFY W/ OWNER.
--
GI 1 GREASEINTERCEPTOR(EXISTING)4"------------
EXISTING EXTERIOR GREASE INTERCEPTOR. 500 GALLON CAPACITY.SEE EXISTING PLANS FOR EXISTING LOCATION.ZURN Z1170 (800)
--
--
MV 1 MIXINGVALVE ----1/2"1/2"------
THERMOSTATIC MIXING VALVE. ASSE 1016 COMPLIANT W/ INTEGRAL CHECK VALVES. 0.5 GPMT- 2.5 GPM FLOW RATE. TAMPER RESISTANT ADJUSTMENT CAP. PROVIDE AT S-1, S-4 & POT FILL FAUCET.
WATTS SERIES USG-B
LAWLER
LEONARD
ET 1 EXPANSIONTANK ----3/4"--------EXPANSION TANK, STEEL, EXPANSION MEMBRANE 150 PSI, 160° F, 12 GALLON CAPACITY.WATTS SERIES DET
AMTROL SERIES ST
WILKINS SERIES WXTP
SA 1 SHOCKARRESTOR ----1/2"--------STAINLESS STEEL CASING WITH STAINLESS STEEL BELOW, PRECHARGED WITH NITROGEN.SIZED PER PDI-WH201
WADE / SHOKSTOP
JOSAM / MODEL: 75000
ZURN / SHOKTROL
FS 1 FLOOR SINK 4"2"------6 --PVC 12" SQUARE FLOOR SINK, 8" DEEP, WITH ALUMINUM OR PVC DOME STRAINER AND LOOSE SET PVC SLOTTED TOP GRATE. SET FLOOR SINK LIP FLUSH WITH FLOOR TILE.
--
JR SMITH S2870
--
ECO 1 CLEANOUT --------------CAST IRON CLEANOUT WITH THREADED ADJUSTABLE HOUSING, ROUND SCORIATED HEAVY CAST IRON COVER.FLUSH WITH CONCRETE.
JOSAM / MODEL: 56000
WADE / MODEL: 6000Z
ZURN / MODEL: Z-1400
RO 1 REVERSEOSMOSISINDIRECT --3/4"--------REVERSE OSMOSIS FILTER SYSTEM BY OWNER. PROVIDE PRESSURE ZONE BACKFLOWPREVENTER ON COLD WATER SUPPLY.
WADE / SHOKSTOP
JOSAM / MODEL: 75000
ZURN / SHOKTROL
FD 1 FLOOR DRAIN(3")3"2"------2 --
PVC FLOOR DRAIN, 5" DIMA.IF PVC OR ABS DRAINS ARE USED, SCHEDULE 80 PVC DRAIN PIPE SHALL BE USEDFOR THE FIRST 10'-0" FROM THE DRAIN.
ZURN / MODEL: FD-2210
JOSAM / MODEL: 30003-A
WADE / MODEL: 1103
DRAINCOLD WATERHOT WATER
BASED ON 2009 IPC (COMBINATION DRAIN & VENT). *FIXTURE HAS INDIRECT WASTE TO FLOOR SINK
FIXTURE NO.
DRAIN
D.F.U.
COLD WATERHOT WATER
D.F.U.F.U. C.W.TOTALC.W.TOTAL H.W.F.U.H.W.TOTAL
3 - COMPARTMENT SINK * (GREASE WASTE)1113333
FLOOR SINK 3618--------
TOTAL --47--19.25--17.50
MOP SINK 1332.252.252.252.25
DISHWASHER 122----2.252.25
FLOOR DRAIN 8216--------
HOSE BIBB/WATER FILTRATION UNIT --------------
PREP SINK * 1112222
HAND SINK 2242424
LAVATORY 2122424
URINAL --------------
WATER CLOSET 24824----
USE 1-1/2" CW SERVICE
USE 4" SANITARY (MIN)3 DFU
19.25 FU = 15 GPM
USE 1-1/ 4" HW SERVICE (MIN)17.5 x 3/4 =13 GPM
DRAIN: GW
COLD WATER:
HOT WATER:
PROBABLE DEMANDS/
AND PIPE SIZING
REQUIREMENTS:USE 4" SANITARY (MIN)44 DFUDRAIN: SAN
WH 1 WATERHEATER ----1-1/2"1-1/2"------
GAS FIRED WATER HEATER, 98.5% THERMAL EFF., 199,000 BTUH INPUT, 100 GAL. STORAGE TANK, 239 GPH @ 100 DEG. RISE REC. RATE, 3" PVC FLUE & AIR INTAKE, ASME RTD TEMP.& PRESS. REL. VALVE, ELECTRONIC IGNITION SYSTEM AND ELETRONIC CONTROLS AND INTEGRAL DIAGNOSTICS. PROVIDE CONCENTRIC VENT TERMINATION KIT. VERIFY W/ MANUF.
--
BRADFORD WHITE / EF-100T-199E-3N(A)
--
1. SOIL AND WASTE PIPE SHALL SLOPE 2% MINIMUM, UNLESS OTHERWISE NOTED OR REQUIRED BY CODE.
2. ALL DRAWN WATER & GAS LINES SHALL BE KEPT TIGHT TO THE UNDERSIDE OF EQUIPMENT & SECURED IN
PLACE.
3. VERIFY THE LOCATION OF THE EXISTING SANITARY SEWER ON THE EXISTING SITE/ BUILDING PLANS AND IN FILED
PRIOR TO BID SUBMISSION, REVISE THE SANITARY & GREASE SEWER SYSTEM AS REQUIRED.
4. PROVIDE TRAP PRIMERS FOR NEW FLOOR DRAINS INDICATED, WHERE REQUIRED BY CODES. PROVIDE DEEP
SEAL TRAPS FOR FLOOR DRAINS WITHOUT TRAP PRIMERS.
5. ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. THE CONTRACTOR SHALL COORDINATE ALL
CLEANOUT LOCATIONS WITH EQUIPMENT, CABINETS, ETC. AND THE OWNERS REPRESENTATIVE PRIOR TO ANY
INSTALLATION.
6. ALL VALVES, TRAP PRIMERS, WATER HAMMER ARRESTORS OR OTHER EQUIPMENT SHOWN IN WALLS OR ABOVE
NON-ACCESSIBLE CEILING SHALL BE INSTALLED BEHIND AN ACCESS PANEL.
7. ALL PLUMBING FIXTURE VENTS SHALL TERMINATE A MINIMUM OF 12 INCHES FROM ANY VERTICAL SURFACE AND
10 FEET FROM ANY OUTSIDE AIR INTAKE.
8. PROVIDE GAS PIPING TO NEW EQUIPMENT AND ALL FINAL CONNECTIONS REQUIRED FOR OPERATION.
9. INSTALL SHUT-OFF VALVES ON ALL HOT & COLD WATER LINES TO FIXTURE OR APPLIANCE. ALL EXPOSED WATER
AND WASTE LINES TO BE CHROME PLATED.
10. PROVIDE A LEVER HANDLE GAS SHUT-OFF VALVE IN THE BRANCH PIPING OF EACH APPLIANCE OR PIECE OF
EQUIPMENT, FOR EACH APPLIANCE INSTALL QUICK DISCONNECT, FLEXIBLE PIPE WHEN ALLOWED BY CODE AND
RESTRAINING DEVICE FURNISHED BY OWNER. PROVIDE PRESSURE REDUCING VALVES AT EACH PIECE OF
EQUIPMENT OR APPLIANCE. IF GAS PRESSURE GREATER THAN 10"/wc IS USED DOWNSTREAM FROM THE GAS
METER.
11. ALL VALVES, UNIONS, ETC. SHALL BE SAME SIZE AS PIPE UNLESS OTHERWISE INDICATED ON DRAWINGS.
12. REFER TO KITCHEN EQUIPMENT DRAWINGS FOR PLUMBING ROUGH-IN SCHEDULE & FOR ADDITIONAL WORK TO
BE FURNISHED & INSTALLED BY CONTRACTOR. ALL ROUGH-IN PLUMBING AND FINAL CONNECTIONS TO KITCHEN
EQUIPMENT SHALL BE MADE BY THE CONTRACTOR U.O.N.
13. REFER TO MECHANICAL SHEETS FOR HVAC AND HOOD PLUMBING REQUIREMENTS.
14. ALL GAS LINES SHALL BE SUPPORTED SEE SPECS.
15. ALL FLOOR SINKS AND FLOOR DRAINS IN TRAFFIC AREAS SHALL BE INSTALLED FLUSH TO FLOOR SURFACE.
16. PROVIDE WATER HAMMER/ SHOCK ARRESTOR FOR ALL HAND SINKS AND WATER LINES.
17. PROVIDE AIR GAPS FOR INDIRECT DRAINS AS REQUIRED BY CODE. AIR GAP SHALL BE MINIMUM 2 TIMES THE
DIAMETER OF THE INDIRECT DRAIN.
18. PRIOR TO COMMENCING WORK ON THIS PROJECT, VERIFY DEPTH, SIZE, LOCATION AND CONDITION OF ALL
EXISTING UTILITIES IN FIELD. SHOULD CONDITIONS EXIST OTHER THAN THOSE INDICATED WHICH WOULD CAUSE
THE DESIGN TO BE ALTERED, CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY.
19. COORDINATE INSTALLATION OF PLUMBING WORK WITH ALL OTHER TRADES SO AS TO AVOID UNNECESSARY
DELAY OR INTERFERENCES. CONTRACTOR SHALL REVIEW ARCHITECTURAL AND EQUIPMENT SHEETS.
20. FURNISH & INSTALL ALL BACKFLOW PROTECTION DEVICES REQUIRED BY AGENCIES HAVING JURISDICTION.
BACKFLOW DEVICES REQUIRING TESTING SHALL BE INSTALLED NO HIGHER THAN 5'-0" A.F.F. EXISTING EUIPMENT
TO REMAIN.
21. PROVIDE CONDENSATE DRAIN FROM COOLER/ FREEZER TO APPROVED DRAIN.
22. THE OWNER OR KITCHEN EQUIPMENT SUPPLIER MAY SUBSTITUTE EQUIPMENT OR THE EQUIPMENT MAY VARY
FROM WHAT IS SHOWN. THEREFORE, VERIFY ALL CRITICAL DIMENSIONS WITH THE OWNER PRIOR TO
CONSTRUCTION. FAILURE OF THE CONTRACTOR TO VERIFY THESE DIMENSIONS SHALL PLACE THE RESPONSIBILITY
FOR ANY SUBSEQUENT RELOCATION DIRECTLY UPON THE CONTRACTOR.
23. ALL WATER LINES SHALL BE RUN OVERHEAD U.O.N.
24. ALL WATER LINES SHALL BE FLUSHED PRIOR TO CONNECTING ANY FIXTURES OR EQUIPMENT.
25. PROVIDE ESCUTCHEON PLATES AND SILICONE SEALANT AT ALL UTILITY PENETRATIONS INTO WALLS, CEILINGS,
AND FLOORS. DO NOT USE CAULKS OR EXPANDING FOAMS FOR SEALANT.
26. CVPVC SCHEDULE 40 WASTE PIPE CAN BE SUBSTITUTED FOR BLACK IRON WASTE PIPE WHERE ALLOWED BY
LOCAL MUNICIPALITIES.
S2 MOP SINK 3"2"1/2"1/2"--2 4.5
MOP SINK: FALCON FABRICATORS MODEL:#CMS002 WITH 48" HIGH S.S. LEFT SIDE AND BACK-SPLASH. FURNISHED BY OWNER, INSTALLED BY GC.FAUCET:T&S #B-0674-BSTP, WITH VACUUM BREAKER, FURNISHED BY OWNER, INSTALLEDBY GC.
--
UNIVERSAL, VERIFY W/ OWNER.
--
TD 1 TRENCH DRAIN 2"2"------6 --
(1) 12x24 TRENCH DRAIN WITH PERFORATED GALVANIZED OR STAINLESS STEEL GRATE SUPPLYWITH END PLATES, DOME BOTTOM AND FLASHING CLAMP.ZURN / MODEL: Z887-12-HDS
FIXTURE UNITS SCHEDULEG PLUMBING SPECIFICATIONS (See Sheet P2.0 for Continuation)E
FIXTURE
SEWAGE DISPOSAL WATER SUPPLY
AIRBREAK DIRECTCONNECTAIRGAP
Ice Machines
Ice Storage Bins
Mop Sink Faucet
3 Compartment Sink
2 Compartment Sink
1 Compartment Sink
Hose Connections
Refrigeration Condesate
Drain Lines
Beverage Dispenser
with Carbonater
Detergent Feeder
on Faucet
Outside Sprinkler or
Irrigation System
Power Washer
Toilet
Hot Water Dispenser
Urinal
Rethermalizer
Steamer
Overhead Spray Rinse
AVBPVBRPZ BIBB AIRGAPHOSE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
VDC
X
X ASSE 1022; NON
CORROSIVE
AVB = atmospheric vacuum breaker
PVB = pressure vacuum breaker
RPZ = reduced pressure principle backflow preventer
HB = hose bib vacuum breaker
VDC = vented double check valve
X
ASSE 1056 SPILL RESISTANT
ANTI-SIPHON BALLCOCK
X X
BALL VALVES 2" AND SMALLER SHALL HAVE BRONZE BODY, STAINLESS STEEL BALL, TEFLON SEATS AND STUFFING BOX RING, LEVER HANDLE AND
9' FOR 1-1/2" TO 2" PIPING. FURNISH PLUMBING EQUIPMENT SUPPORTS AS DETAILED OR AS REQUIRED TO SAFELY AND PERMANENTLY CARRY THE WEIGHT
USE ADJUSTABLE CLEVIS HANGERS OR ADJUSTABLE STEEL BAND HANGERS. MAXIMUM SPACING SHALL BE 5' FOR 1/2" PIPING, 7' FOR 3/4" TO 1-1/4" PIPING, SYSTEMS SECURELY WHILE ALLOWING FOR PIPE AND BUILDING EXPANSION AND CONTRACTION. PROVIDE COPPER PLATED HANGERS FOR COPPER PIPE.
FURNISH PIPE AND DUCT HANGERS, WHERE REQUIRED, FIRMLY SUPPORTED FROM BUILDING STEEL, CONCRETE OR MASONRY STRUCTURE. SUPPORT PIPING
OF THE APPROVED EQUAL(S), AND THEIR AFFECT ON OTHER EQUIPMENT FIT AND OPERATION. THE CONTRACTOR IS LIABLE FOR FOR ANY ADDEDORIGINALLY SPECIFIED ITEM(S). THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DIMESIONS, CLEARANCES, ASSEMBLY, FIT, ETC. OFSUBSTITUTED BY APPROVED SHOP DRAWINGS CONTINGENT UPON MEETING THE DESIGN, APPEARANCE, AND FUNCTIONAL STANDARDS ESTABLISHED BY THE
PROVIDING DETAILS AND TEMPLATES OF ALL OPENINGS NECESSARY FOR MECHANICAL EQUIPMENT INSTALLATION INCLUDING: HOUSING, ACCESS DOORS,IN GENERAL, OPENINGS AND REQUIRED LINTELS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR
THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL OPENINGS AND REQUIRED LINTELS NEEDED FOR THE GENERAL CONTRACTOR, FOR THE
FURNISH STEEL PIPE SLEEVES WHERE PIPES PENETRATE RATED WALLS. PROVIDE FIRESTOPPING MATERIALS AND SYSTEM TO MAINTAIN THE REQUIRED
FURNISH SHOP DRAWINGS TO ARCH/ENGINEER FOR APPROVAL PRIOR TO PLACING DELIVERY ORDERS. PROVIDE SHOP DRAWINGS OF ALL MANUFACTURED
FURNISH ACCESS DOORS (RATED OR NON-RATED AS REQUIRED) WHERE VALVES OR EQUIPMENT ARE CONCEALED BEHIND A NON-ACCESSIBLE CEILING OR
ALL MANUFACTURED EQUIPMENT, ACCESSORIES AND MATERIALS SHALL BE USED AS INTENDED BY THE MANUFACTURER IN STRICT ACCORDANCE WITH THE
BALL VALVES SHALL BE CLASS 125 FOR WATER AND 200 FOR C.A. WITH ENDS AND MATERIALS TO MATCH PIPING SYSTEMS.
VALVES
ANCHORS
SUPPORTS &
15140
15100
BALANCING STOPS, ENDS TO MATCH PIPING SYSTEM.
OF THE EQUIPMENT.
1.
1.
2.
12.
11.
10.
9.
COSTS TO HIMSELF OR OTHERS CAUSED BY THE APPROVED EQUALS.
APPROVAL EQUALS: PLUMBING ITEMS MANUFACTURED BY A COMPANY OTHER THAN THAT WHICH WAS SPECIFIED IN THE SCHEDULE MAY BE
FINISHING ROUGH EDGES LEFT FOLLOWING MECHANICAL INSTALLATION.
INSPECTION DOORS, AND PASSAGEWAYS FOR MECHANICAL EQUIPMENT. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR SEALING CRACKS AND
EQUIPMENT SHALL BE APPROVED BY THE GENERAL CONTRACTOR, BEFORE INSTALLATION.
SAWCUTS, LINTELS, HEADERS, AND STRUCTURAL MODIFICATIONS TO THE BUILDING STRUCTURE NEEDED FOR THE INSTALLATION OF MECHANICAL
INSTALLATION OF MECHANICAL EQUIPMENT.
3.
2.
5.
4.
6.
7.
8.
15010
REQUIREMENTS
MECHANICAL
BASIC
ALL MATERIALS USED SHALL BE NEW AND UNDAMAGED.
WALL. FURNISH ACCESS DOORS TO GENERAL CONTRACTOR FOR INSTALLATION.
WORKMANSHIP, MATERIAL AND EQUIPMENT FURNISHED FOR THIS PROJECT.
EQUIPMENT AND MATERIALS EXCEPT PIPE, PIPE FITTINGS AND GALVANIZED DUCTWORK.
MANUFACTURER'S WRITTEN INSTALLATION, OPERATION AND MAINTENANCE INSTRUCTIONS.
MECHANICAL, PLUMBING AND FIRE SAFETY CODES. OBTAIN AND PAY FOR REQUIRED PERMITS AND FEES.ALL WORK TO BE DONE AND MATERIALS FURNISHED COMPLYING WITH APPLICABLE LAWS AND REGULATIONS, INCLUDING THE STATE OF INDIANA.
ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH CURRENT CONSTRUCTION INDUSTRY STANDARDS AND WORKMANSHIP.
CONTRACTOR SHALL PROVIDE IN ADDITION TO ANY OTHER WARRANTIES SPECIFIED, A ONE YEAR FULL LABOR AND MATERIAL WARRANTY ON ALL
RATING OF THE WALL PENETRATED. PROVIDE SHOP DRAWINGS SHOWING LISTING AND RATING OF FIRESTOPPING MATERIALS.
Dishwasher
DW 1 DISHWASHINGMACHINEINDIRECT ----3/4"--2 2.25
DISHWASHING MACHINE BY EQUIPMENT VENDOR.HOBART AM SELECT TALL DISHWASHER
--
--
THE
DESIGN GROUP
ARCHITECTURE
CONSTRUCTION MANAGEMENT
DEVELOPMENT
1104 S. MITCHELL ST.
CADILLAC, MICHIGAN 49601
(231) 779-4002(231) 779-4022 FAX
PROJECT CONSULTANT
10223 E. Cherry Bend Rd., Ste. A
Traverse City, Michigan, 49684
Contact: Bill Beckett, President
WT Development Corporation
Phone: (231) 922-9250
Fax: (231) 922-9257
STORE NUMBER:
PROJECT NUMBER:
BLAZE PIZZA
12697 N. Pennsylvania St.Carmel, IN 46032
10__
14106a
WALL SIGN REVISIONS1 04.09.14
FOR PERMITS & BIDS2 04.25.14
TENANT SEPARATION3 05.06.14
BLAZE REVISIONS4 05.13.14
02.11.14 Landlord Review
Carmel Corners
Meijer Outlot 'B'
WC 1 WATERCLOSET 4"2"1/2"----4 2
WHITE VITREOUS CHINA FLOOR MOUNTED FLUSHOMETER TANK (PRESSURE ASSISTED) TYPE,ELONGATED BOWL, ADA COMPLIANT, 1.6 GPF, W/ OPEN FRONT SEAT LESS COVER, OLSENITE 95.FLUSHOMETER TANK: SLOAN FLUSHMATE OR EQUAL, PROVIDE W/ TANK COVER LOCKS. FLUSHLEVERS SHALL BE ON THE WIDE SIDE OF THE STALL. FIELD VERIFY REQUIREMENTS.
AM. STD. 'CADET' #3483.016/4142.016
--
--
L 1 LAVATORY 1-1/4"1-1/2"1/2"1/2"YES 1 4
WHITE VITREOUS CHINA WALL HUNG, W/ CONCEALED ARM SUPPORTS, 4" CENTERS, WITHINTEGRAL BACKSPLASH, ADA ACCESSIBLE, FLAT GRID STRAINER. BRAIDED WATER LINES.FAUCET SHALL BE AMERICAN STANDARD SINGLE LEVER TYPE FAUCET.PROVIDE MV-1 MIXING VALVE AS SCHEDULED ABOVE.
AM. STD. 'COMRADE' MODEL#30124.131
--
--
HD 1 HUB DRAIN 3"2"------2 --
CAST IRON DEEP SEAL P-TRAP W/ FUNNEL, NO HUB OUTLET & BRASS GASKETED CLEANOUTPLUG.JOSAM MODEL #88213
WADE MODEL #2453EF
ZURN MODEL #Z-1019
P1.0
PLUMBINGSCHEDULES
UR1 URINAL(NOT USED)2"1-1/2"3/4"----2 15
WHITE VITREOUS WALL HUNG, TOP INLET, ADA COMPLIANT, 1.0 GPF WITH WALL HANGER.FLUSH VALVE: SLOAN ROYAL 186-1.AM. STD. 'LYNBROOK' #6601.012
--
--
THE
DESIGN GROUP
ARCHITECTURE
CONSTRUCTION MANAGEMENT
DEVELOPMENT
1104 S. MITCHELL ST.
CADILLAC, MICHIGAN 49601
(231) 779-4002(231) 779-4022 FAX
PROJECT CONSULTANT
10223 E. Cherry Bend Rd., Ste. A
Traverse City, Michigan, 49684
Contact: Bill Beckett, President
WT Development Corporation
Phone: (231) 922-9250
Fax: (231) 922-9257
STORE NUMBER:
PROJECT NUMBER:
BLAZE PIZZA
12697 N. Pennsylvania St.Carmel, IN 46032
10__
14106a
WALL SIGN REVISIONS1 04.09.14
FOR PERMITS & BIDS2 04.25.14
TENANT SEPARATION3 05.06.14
BLAZE REVISIONS4 05.13.14
02.11.14 Landlord Review
Carmel Corners
Meijer Outlot 'B'
P2.0
SANITARYPIPING PLAN
WASTE & VENT PLAN 1/4"=1'-0"A
PLUMBING SPECIFICATIONS (Continued from P1.0)C
COORDINATE GREASE WASTE & SANITARY PIPING CROSSING.
RUN 2" DRAIN LINE FROM DISH WASHING MACHINE EXPOSED BENEATH ADJACENT
EQUIPMENT TO OUTFALL AT FLOOR SINK BENEATH 3-COMPARTMENT SINK S3.
APPROXIMATE NEW/ EXISTING SANITARY & GREASE WASTE TIE-IN LOCATION, VERIFY IN
FIELD.
DRAIN FOR WATER FILTER, TO HUB DRAIN HD-1. 3" SANITARY.
NEW MOP SINK S2.
NEW FLOOR DRAIN WITH TRAP PRIMER.
EXISTING FLOOR CLEANOUT(S) & MAIN LINE VENTING TO REMAIN.
ASSUMED LOCATION OF EXISTING 4" GREASE WASTE PIPING TO EXISTING
INTERCEPTOR. PLUMBING CONTRACTOR SHALL VERIFY EXISTING SIZE WITH LOCAL
HEALTH DEPARTMENT HAVING JURISDICTION.
PIPE WASTE FROM PREP SINK TO FLOOR SINK WITH AIR GAP PER CODE.
HUB DRAIN HD-1, 3" SANITARY FOR COOLER/ FREEZER CONDENSATE, IN WALL.
NEW 4" PVC SANITARY WASTE LINE FROM WC-1 AND 2" PVC WASTE LINE FROM L-1 TO
NEW SANITARY WASTE LINE.
3" VENT THRU ROOF.
NEW FLOOR DRAIN WITH-IN 3'-0" OF COOLER DOOR, PER CODE.
ASSUMED LOCATION OF EXISTING 4" SANITARY PIPING TO REMAIN. FIELD VERIFY PRIOR
TO THE START OF CONSTRUCTION.
PROVIDE INSULATED CONDENSATE LINE AND DRAIN LINE FROM ICE MACHINE TO
FLOOR SINK, PROVIDE AIR GAP PER LOCAL CODE.
PROVIDE INSULATED WASTE LINES FROM BEVERAGE UNIT TO FLOOR SINK, PROVIDE
AIR GAP PER LOCAL CODE.
PROVIDE 3/4" COPPER CONDENSATE FROM COOLER/FREEZER EVAPORATOR DRAIN
PROVIDED BY VENDOR TO OUTFALL TO HUB DRAIN HD-1 (HEAT ROPE IS SUPPLIED
WITH FREEZER CONDENSATE). PROVIDE AIR GAP PER THE INDIANA PLUMBING CODE.
APPROXIMATE LOCATION OF NEW 3" VENT THRU ROOF. VERIFY IN FIELD.
G.C./ P.C. NOTE:
ENTIRE RUN OF DRAIN LINES TO INLET OF EXTERIOR GREASE INTERCEPTOR AND
OUTLET OF INTERCEPTOR TO CONNECTION AT SANITARY MAIN SHALL BE SCHEDULE
40 PVC DWV OR AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. INSTALL
OUTFLOW RESTRICTION TO LIMIT DRAINAGE FROM 3-COMP. SINK TO A MAXIUM OF 40
GPM.
NEW FLOOR CLEANOUT AT EXISTING 4" SANITARY & GREASE WASTE LINE AS SHOWN.
FLOOR CLEANOUT, FCO-1 TO BE ACCESSIBLE IN AREA BEYOND NEW COOLER/
FREEZER.
PIPE WASTE FROM 3-COMPARTMENT SINK S3 TO FLOOR SINK WITH AIR GAP PER CODE.
NEW 2" PVC SANITARY SEWER FROM NEW S1 HAND SINK TO BELOW SANITARY PIPING,
COORDINATE TIE IN LOCATION ELEVATION WITH OTHER PIPING.
PROVIDE AND INSTALL CONDENSATE DRAIN FROM ABOVE WATER HEATER TO FLOOR
SINK FS-1 @ S-4 BELOW IN WALL. INSTALL DRAIN PER MANUFACTURER'S
RECOMMENDATIONS.
10
9
8
7
6
5
4
3
2
1
13
12
11
14
KEY NOTESB
16
15
17
18
19
20
21
ABOVE GRADE: WATER PIPING SHALL BE TYPE L COPPER ASTM B 75, ASTM B 88, ASTM B 251, ASTM B 447
THOROUGHLY FLUSH AND CLEAN ALL NEW AND EXISTING WATER PIPING SYSTEMS. TEST ALL PIPING SYSTEMS PER REGULATIONS IN ITEM NO.1 OR AT 225 PSI
WITHIN BUILDING, SCHEDULE 40 PVC, DWN TYPE PIPE AND SOLVENT WELDED PIPE FITTINGS, SCHEDULE 30 PVC PIPE MAY BE USED FOR VENT PIPING WHERE PERMITTED BY CODE. HORIZONTAL PIPE SHALL BE SUPPORTED BY ADJUSTABLE RING HANGERS EQUAL TO ITT-GRINNEL FIG. 97. VERTICAL PIPING SHALL
PLUMBING FIXTURES SHALL BE INSTALLED WHERE SHOWN ON THE ARCHITECTURAL DRAWINGS. INSTALL FIXTURES LEVEL AND PLUMB. FURNISH TRAPS WHERE
PROVIDE AIR CHAMBERS AT EACH FIXTURE CONNECTION. AIR CHAMBERS SHALL BE ONE SIZE LARGER THAN SUPPLY PIPE AND SHALL BE 12" LONG. WHERE
PROVIDE CHROME PLATED RIGID OR FLEXIBLE SUPPLIES TO FIXTURES WITH STOP VALVES, CHROME PLATED 17 GAUGE BRASS TRAPS WITH CHROME PLATED
LAVATORY CARRIERS FOR WALL HUNG LAVATORIES SHALL BE FLOOR MOUNTED WITH CONCEALED ARMS. CARRIERS FOR URINALS SHALL BE FLOOR
FLAME SPREAD RATING OF 25 OR LESS AND SMOKE DEVELOPMENT RATING OF 50 OR LESS AS TESTED BY ANSI/ASTM E 84 (NFPA 233) METHOD.
BARRIER MATERIAL. INSULATE FITTINGS WITH SIMILAR MATERIAL AS PIPE AND COVER WITH PVC FITTING COVERS. ALL INSULATING MATERIALS TO HAVE INSULATE ABOVE FLOOR WATER PIPING WITH FIBERGLASS PREFORMED PIPE INSULATION WITH FACTORY APPLIED PAPER BACKED ALUMINUM FOIL VAPOR
DEGREES F AND HIGHER WITH 1" THICK INSULATION. WHERE EXISTING INSULATED PIPES ARE CONNECTED TO, REPAIR EXISTING INSULATION WITH NEW
INSULATE ALL PIPING WITH SURFACE TEMPERATURES BELOW 75 DEGREE F WITH 1/2" INSULATION. INSULATE ALL PIPING WITH SURFACE TEMPERATURES 75
1.
3.
2.
15411
DISTRIBUTION
WATER
SYSTEM
STERILIZE ALL DOMESTIC WATER PIPING PER REQUIREMENTS OF LOCAL HEALTH DEPARTMENT.
FOR A MINIMUM OF 2 HOURS WITH NO PRESSURE DROP INDICATED PRIOR TO INSULATING.
1.15420
DRAINAGE
SYSTEMS
& VENT BE SUPPORTED AT EACH FLOOR OR ATTIC LEVEL BY RISER CLAMPS EQUAL TO ITT-GRINNEL FIG. 261.
2.
1.PLUMBING
FIXTURES
15440
REQUIRED. FIXTURES SHALL BE EASILY REMOVABLE FOR SERVICE AND CLEANING.
REQUIRED BY PLUMBING CODE, FURNISH AND INSTALL MANUFACTURED WATER HAMMER ARRESTORS.
4.
3.
6.
5.
ESCUTCHEONS.
FIXTURES DESIGNATED BARRIER FREE SHALL BE INSTALLED IN COMPLIANCE WITH AMERICAN'S WITH DISABILITIES ACT.
SEAL ALL FIXTURES TO WALL AND FLOOR USING SILICONE SEALANT. MATCH SEALANT COLOR TO FIXTURE COLOR.
MOUNTED. CARRIERS SHALL BE WDE W-4400 OR EQUAL BY JOSAM, ZURN.
PLUMBING
15250
INSULATION
1.
INSULATION OF THE SAME THICKNESS AS EXISTING.
BELOW GRADE: WATER PIPING SHALL BE TYPE K COPPER WITH WROUGHT COPPER SOLDER-JOINT FITTINGS OR SCHEDULE 40 ANSI/ASTM A33, A120 OR
A106 STEEL PIPE WITH CAST IRON THREADED FITTINGS. SOLDER SHALL BE 9596-396 TIN-ANTIMONY ANSI/ASTM B 32 FOR HEATING SYSTEM PIPING.
2.
PROVIDE DIELECTRIC UNIONS AT ALL PIPE MATERIAL CHANGES.
WITH WROUGHT COPPER SOLDER-JOINT FITTINGS ASME B 16,
INSULATE ABOVE FLOOR HORIZONTAL STORM PIPING, ROOF DRAIN AND ELBOW WITH 1" FIBERGLASS PERFORMED PIPE INSULATION WITH FACTORY APPLIED 2.
ALL PURPOSE COVER. EMERGENCY OVERFLOW STORM PIPING AND ROOF DRAIN DOES "NOT" REQUIRE INSULATION.
22
23
NORTH
+/- 4'-0"+/- 2'-0"
4'-912"4'-2"1'-8"2'-112"2'-312"1'-3"13'-212"16'-412"
FD
1
FD
1
WC
1
L
1
FD
1
1 18
FS
1
TD
1
1'-
0
"
WC
O
1
FS 1
2, 3
WC
O
1
5
3'
-
3
12"
3'
-
6
12"
3'
-
6
12"
3'-
6
12"
1'-
9
12"L 1
21
L 1
21
FD 1
16
WC 1
21
FD 1
16
8'-
0
"
12
'
-
0
"
11
'
-
6
12"
FD 1
FD 1
1'-
5
"
1'-0"3'-1112"3'-5"3'-11"1'-612"3'-6"3'-712"7'-0"
1'
-
0
"
4"
2'-
4
12"
3'-
1
1
12"
1'-
1
0
12"
2'-
3
"
3'
-
0
"
3'-
6
12"
FD
1
FD
1
FD
1
FD 1
FD 1
FD 1
FD 1
FD1
TD1
FS 1
S2
FS1
S 1
FCO 1
S
2
FS
1
S
1
FS
1
S
1
FS1
L 1
L 1
HD
1
HD 1 HD 1
EX
.
4
"
G
W
EX
.
4
"
S
A
N
.
EX
.
4
"
G
W
EX
.
4
"
S
A
N
.
17
4
4, 20
FCO 1
7
11
FD 1
16
23
13
11
S 2
15
FS 1
S 3
8
FD1
16
FD1
16
WC 1
21
S 1
9
S 1
9
FS 1
19
S 4
12
10
5
HD1
14
HD 1
11
22
22
2, 3
2" V.2" V.
2" V.
2" V.
2" V.
2" V.
1-1/2" V.
1-1/2" V.
1-1/2" V.
1-1/2" V.
2" V.
3" SAN.
3" SAN.
3" SAN.
3" SAN.
3" SAN.
3" SAN.
2" SAN.
2" SAN.
4" SAN.
3" SAN.
4" SAN.
4" SAN.
4" SAN.
16
3" SAN.
2" SAN.
4" SAN.4" SAN.
3" SAN.
3" SAN.
4" SAN.
WATER & GAS PLAN 1/4"=1'-0"A
KEY NOTESB
BUNDLED SYRUP LINES TO BEVERAGE DISPENSERS AND 1/ 2" DE-SCALED WATER LINESTO ICE MAKERS. 1/ 2" FILTERED WATER TO BEVERAGE DISPENSERS.
1/ 2" DE-SCALED WATER TO ICE MAKERS.
2" COLD WATER LINE TO ADJACENT TENANT SPACE.
NOT USED.
PROVIDE DOUBLE CHECK VALVE @ BOTH FILTERED & DE-SCALED WATER LINES.
RUN GAS PIPE 18" A.F.F. WITH DIRT LEGS FOR GAS HOSE KITS TO BLAZE COOKINGEQUIPMENT. HARD GAS LINE BEHIND COOKING EQUIPMENT SHALL NOT BE MORETHAN 6" MAX. FROM THE WALL SURFACE.
PROVIDE AIR HOSE AND PIPING FROM AIR COMPRESSOR TO DOUGH PRESSES, SIZE
LINES PER DOUGH PRESS REQUIREMENTS. LINES SHALL BE CONCEALED IN WALL..
3/ 4" FILTER WATER FROM WATER FILTER. PROVIDE SHUT-OFF VALVE ON CW PIPE PRIORTO CONNECTION TO FILTER.
3/4" FILTERED WATER CONNECTION TO DE-SCALER CONTROL UNIT.
1/ 2" HW, CW TO L-1, PROVIDE MV-1 AT L-1.
1/ 2" CW TO WC-1.
PLATFORM FOR WATER HEATER & AIR COMPRESSOR ABOVE PREP SINK. SEE SHEETA1.0. COORDINATE LOCATIONS WITH COOLER CONDENSING UNITS AND DUCTWORK.
1-1/2" CW & HW TO AND FROM WATER HEATER.
1/2 " CW & HW.
3/4 " CW & HW.
3/4 " HW DOWN IN WALL TO DISHWASHING MACHINE.
EXISTING 1-1/4" GAS LINE UP THRU ROOF TO REMAIN. EXTEND TO NEW RTULOCATION(S) AS REQUIRED. VERIFY IN FIELD.
1-1/4" GAS LINE WITH 1" GAS CONNECTION TO RTU 1 & RTU 2 OVER ROOF. PROVIDESENSUS GAS PRESSURE REDUCER AT EACH RTU AS REQUIRED.
5
WATER FILTER & DE-SCALER UNITS, MOUNT HIGH ON WALL G.C. COORDINATE.
AIR COMPRESSOR & WATER HEATER ON PLATFORM ABOVE PREP SINK. PROVIDE 1-1/2"
CW SUPPLY AND 1" GAS W/ 3/ 4" CONNECTION TO WATER HEATER. INSTALL PERMANUFACTURER'S INSTALLATION INSTRUCTIONS. TIE INTO ABOVE 2-1/2" GAS PIPING,
FIELD VERIFY PRIOR TO THE START OF CONSTRUCTION. 1-1/2" HW FROM UNIT TOFIXTURES.
1/2" HW & CW WATER DOWN IN WALL TO HAND SINK. PROVIDE MV-1.
3/4" COLD WATER LINE TO WATER FILTER.
1/2" HOT AND COLD WATER LINES DOWN IN WALL TO PREP SINK. PROVIDE MV-1
1/2" COLD WATER LINES DOWN IN WALL TO THREE COMPARTMENT SINK.
1/2" FILTERED COLD WATER TO HOT WATER DISPENSING UNIT, VERIFY ROUGH INHEIGHT. CONNECT TO WATER FILTER FOR HOT WATER SYSTEM. PROVIDE SHUT-OFFVALVE PRIOR TO CONNECTION TO THE WATER FILTER.
1/2" HOT & COLD WATER DOWN IN THE WALL TO THE MOP SINK.
1/2" DE-SCALED COLD WATER DOWN IN THE WALL TO TEA BREWER.
EXISTING STUBBED 2" COLD WATER SERVICE (VERIFY EXACT LOCATION IN FIELD).
EXTEND WATER LINE AS SHOWN. PROVIDE ALL REQUIRED BACKFLOW PREVENTERS,SHUT-OFFS, VALVES, DRAINS, METERS, ETC. AS REQUIRED BY JURISDICTION HAVINGAUTHORITY. FIELD VERIFY ALL REQUIREMENTS.
TIE INTO EXISTING 2" STUBBED GAS PIPING, FIELD LOCATE PRIOR TO THE START OFCONSTRUCTION.
1" GAS LINE WITH 3/4" CONNECTION TO NEW WATER HEATER. PROVIDE DIRT LEG &SENSUS GAS PRESSURE REDUCER (WHERE REQUIRED) PRIOR TO FINAL CONNECTION.
1-1/4" GAS LINE WITH 1" CONNECTION TO PIZZA OVEN W/ DIRT LEG. VERIFY
CONNECTION REQUIREMENTS W/ EQUIPMENT SHOP DRAWING PRIOR TO THE STARTOF CONSTRUCTION. PROVIDE SENSUS GAS PRESSURE REDUCER (WHERE REQUIRED)ABOVE CEILING.
EXISTING 2-1/2" GAS PIPING, TO REMAIN.
EMERGENCY GAS SHUT-OFF VALVE & SENSUS GAS PRESSURE REDUCER LOCATEDBELOW CEILING (TO PIZZA OVEN) PRIOR TO FINAL CONNECTION.
FILTERED WATER TO COKE MACHINE, PROVIDE 1/2" THREADED FEMALE FITTING FORFINAL CONNECTION. VERIFY ALL REQUIREMENTS WITH EQUIPMENT SUPPLIER.
13
12
11
10
9
8
7
6
21
20
19
18
4
3
2
1 17
WATER DISTRIBUTION PIPING IS SHOWN ABOVE FINISH
CEILING. UNDER SLAB DISTRIBUTION ALLOWED AT
CONTRACTOR OPTION. COORDINATE ALL DETAILS.
FLUSH ALL WATER SUPPLY LINES OF ALL DEBRIS AND
IMPURITIES PRIOR TO CONNECTING TO WATER FILTERS.
PEX WATER LINES ACCEPTABLE AS ALTERNATE TO
COPPER WHERE ALLOWED BY CODE.
PLUMBING CONTRACTOR TO VERIFY EXACT ROUGH IN
LOCATIONS FOR ALL PIECES OF EQUIPMENT REQUIRING
GAS, HW, CW OR FILTERED WATER (FW) WITH
EQUIPMENT SHOP DRAWINGS PRIOR TO THE START OF
CONSTRUCTION.
ALL PIPING SHOWN IS SCHEMATIC IN NATURE. G.C. &
PLUMBING CONTRACTOR (P.C.) TO COORDINATE PIPING
ROUTE TO EACH PIECE OF EQUIPMENT. TYPICAL.
CONTRACTOR SHALL SIZE MAINS FROM 1" CW FROM
WATER METER AND FROM 1" HW FROM PIPED IN SERIES
TANKLESS WATER HEATERS TO EACH INDIVIDUAL
FIXTURE(S).
A.
B.
C.
D.
E.
F.
22
23
24
25
1/2" COPPER LINES FROM
MIXING VALVE
DOUBLE KNEE PEDAL
WALL
FACE OF SINK
1/2" ANGLE STOP VALVE
NOTE:
1/2" PIPING SHALL BE
HARD COPPER LINE, OR
BRAIDED STAINLESS
HOSE. SOFT COPPER IS
NOT ACCEPTABLE.
1/2" SWEAT W/ 1/2" MALE
ADAPTER
1'-
6
"
LC
NOTE:
GAS LOADING AS FOLLOWS:
RTU #1: 150 MBH
RTU #2: 200 MBH
WATER HEATER: 199 MBH
PIZZA OVEN:350 MBH
TOTAL:899 MBH
THE
DESIGN GROUP
ARCHITECTURE
CONSTRUCTION MANAGEMENT
DEVELOPMENT
1104 S. MITCHELL ST.
CADILLAC, MICHIGAN 49601
(231) 779-4002(231) 779-4022 FAX
PROJECT CONSULTANT
10223 E. Cherry Bend Rd., Ste. A
Traverse City, Michigan, 49684
Contact: Bill Beckett, President
WT Development Corporation
Phone: (231) 922-9250
Fax: (231) 922-9257
STORE NUMBER:
PROJECT NUMBER:
BLAZE PIZZA
12697 N. Pennsylvania St.Carmel, IN 46032
10__
14106a
WALL SIGN REVISIONS1 04.09.14
FOR PERMITS & BIDS2 04.25.14
TENANT SEPARATION3 05.06.14
BLAZE REVISIONS4 05.13.14
02.11.14 Landlord Review
Carmel Corners
Meijer Outlot 'B'
14
16
15
26
27
P3.0
WATER & GASPIPING PLAN
28
NORTH
29
30
31
32
33
34
KNEE PEDAL DETAIL N.T.S.D WATER & GAS PLAN NOTESC
39
38
37
36
35 1/ 2" FILTERED WATER TO BAG-N-BOX.
NOT USED.
PROVIDE SENSUS GAS PRESSURE REDUCER AT/ BEFORE WATER HEATERCONNECTION.
FURNISH AND INSTALL WATER TAB METER, T10 BY NEPTUNE ON COLD WATER SUPPLYLINE IN TENANT SPACE PRIOR TO ANY FIXTURE BRANCH PIPING.
FURNISH AND INSTALL REMOTE WATER METER READER VL9 BY KEMP-MEEK INMECHANICAL ROOM. VERIFY LOCATION OF READER WITH LANDLORD.
3/4" FILTERED WATER (FW) WITH 1/2"FW LINE TO HOT WATER DISPENSING UNIT (KEYEDNOTE 7) AND 1/2" FW LINE TO COKE MACHINE (KEYED NOTE 16).
3/4" DE-SCALED WATER (SW) WITH 1/2" SW LINE TO TEA BREWING UNIT (KEYED NOTE 9)AND 1/2" SW LINE TO ICE MAKING MACHINE (KEYED NOTE 18).41
40
26
26
27
27
13
15
22
33
34
14
5
23
23
9
3
3
7
1" HW
1-1/4" CW
2" CW
1" HW
1-1/4" CW1-1/2" HW
1-1/2" CW12
29
37
2
28
17
16 18
1/2" SW1/2" FW
1" CW
3/4" CW
1/2" CW1/2" CW
1/
2
"
H
W
1" CW
1/2" CW3/
4
"
H
W
1/2" CW
1/2" HW 3/4" HW
2" CW
19
3938
10
1/2" CW
1/2" HW3/4" HW
3/4" CW
2141
40
35
1
4
24
25
GENERAL ELECTRICAL NOTESA
NOT USEDG WIRING SIZE CHART NO SCALE F CLEAR SPACE DETAIL NO SCALE E
FRONT VIEW
30"
NOTE: Panel not
required to be centered78"
Working
Space
SIDE VIEW
Working
Space
36"
78"
4
Structural Ceiling
Finished Floor
Ductwork Permitted
or Panel Widthwhichever is
Panel
ELECTRICAL CLEAR SPACE NOTES
1
2 ANY COMBINATION OF HIGH VOLTAGE
ELECTRICAL EQUIPMENT, SUCH AS MULTIPLE
PANELS, A PANEL AND A DISCONNECT, ETC.,
SHALL COMBINE TO FORM THE OVERALL
CLEAR SPACE WIDTH (MINIMUM OF 30").
THE OVERALL CLEAR SPACE VOLUME SHALL BE
DETERMINED BY THE SINGLE OR COMBINED PANEL
WIDTH (MIN. OF 30"), AND SHALL EXTEND 3'-0" OUT
FROM THE FRONT OF THE DEEPEST PANEL, AND
SHALL BE 6'-6" TALL ABOVE THE FINISHED FLOOR.
THE ELECTRICAL CLEAR SPACE OR WORK SPACE
IS REQUIRED TO PROVIDE AN ADEQUATE AND
SAFE WORK AREA FOR ELECTRICAL SERVICE.
3
4 THE ELCTRICAL CLEAR SPACE SHALL ALSO EXTEND
DIRECTLY ABOVE THE PANEL(S) TO THE FINISHED
CEILING ASSEMBLY ABOVE.
2
3 3
in the 30" WorkingSpace.
greater).
Ductwork Permitted
Structural Ceiling
Finished Floor
100'
#8
#10
A MAXIMUM OF A 3% DROP ALLOWED.
BASED ON A MAXIMUM OF 3.6-VOLT DROP (3%) ON 120V CIRCUITS. NOTE:
LENGTH OF RUN - FROM PANEL TO FIRST CONNECTION - FEET
WIRES FOR RUNS OVER 100'-0" SHALL BE DETERMINED ON THIS
WIRE SIZE REQUIREMENTS
60'
#10
#10
#12
AMPS
CIRCUIT AMPS
30
20
15
#10
50'
#12
#12
80'
#8
#10
#10
#8
70'
#10
#12
#8#6
90'
#10
#10
BRANCH
120'
#10
#6#6
110'
#8
#10
#8
#6
130'
#8
#8
ACCESSIBLE CEILING)
"P.A. ZONES 4,5,&6"
"EXIT SIGNS-EMI&2""EMERG. CKTS. BPEM-3,4"
"DATA CIRCUITS A&B"
"FIRE ALARM-ZONES 2&3"
LABEL EXAMPLES:-----------
COVERS INDICATING SYSTEMTYPE AND ZONES.
OTHER THAN POWER ORLIGHTING CKT.'S LABEL
FOR J.B.'S CONTAINING
CKT.SLP4-13,15,17
METHOD.MARKER PEN OR OTHER APPROVEDCONTAINED WITHIN. USE PERMANENTLABEL COVERS WITH CKT.'S
OR CONCEALED ABOVE JUNCTION BOXES (EXPOSED
N-2
FRONT
LABEL CKT. NO. OF EACH
BRADY MARKING SYSTEM OR OTHER
DEVICE ON REAR SIDE OF COVER
METHOD APPROVED BY THE ENGINEER
PLATE. USE PERMANENT MARKER PEN,
N-5
REAR SIDEOF PLATE
FRONT
STANDARD TOGGLESWITCH PLATE
DUPLEX RECEPTACLEPLATE
REAR SIDEOF PLATE
IDENTIFICATION DETAIL NO SCALE E
GENERAL ELECTRICAL NOTES:
FINAL INSPECTION AND APPROVALS.
14. PANELBOARDS SHALL BE RATED 120/208V, 3 PHASE, 4W, AS NOTED
6. FUSES SHALL BE "UL" LISTED, DUAL-ELEMENT AS MANUFACTURED BY
7. RECEPTACLES SHALL BE COMMERCIAL SPECIFICATION GRADE, RATED
NOTED AND EQUAL TO LEVITON #BR SERIES, OR EQUAL BY GENERAL 125 VOLT, 20 AMP, GROUNDED TYPE (NEMA 5-20R), UNLESS OTHERWISE
BUSSMAN CO., OR APPROVED EQUAL (200,000 AIC).
4. ELECTRICAL MATERIALS SHALL BE NEW, AND BEAR THE "UL" LABEL
ELECTRIC, COOPER, HUBBELL, ARROW-HART, OR P & S. COLOR TO MATCH
OR LISTING.
ARCHITECT AND/OR OWNER BEFORE CONTINUING.
INTERFERENCES BETWEEN HIS WORK AND THE WORK OF OTHER BUILDING TRADES. IF ANY DISCREPANCIES OCCUR, CONSULT WITH THE
EQUIPMENT AND WORK WITH OTHER BUILDING TRADES TO AVOID ANY
SERVICE.
27. ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL WORK INSTALLED
WITH THERMAL OVERLOADS AND PILOT LIGHT, SURFACE OR FLUSH15. SINGLE PHASE MOTOR STARTERS SHALL HAVE MANUAL TOGGLE SWITCH
PANELBOARDS SHALL BE SQUARE D, SIEMENS (SURFACE) OR
28. ELECTRICAL CONTRACTOR SHALL VERIFY THAT ALL ADDITIONS AND
PERIOD, REPAIR AND/OR REPLACE DEFECTIVE ITEMS AT NO EXPENSE
UNDER HIS CONTRACT TO BE FREE FROM DEFECTIVE WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER THE ACCEPTANCE OF THE BUILDING BY THE OWNER. SHOULD DEFECTS OCCUR WITHIN THIS
WITH BOLT-ON TYPE BRANCH CIRCUIT BREAKERS RATED A MINIMUM
24. ELECTRICAL CONTRACTOR SHALL COORDINATE LOCATIONS OF HIS
MOUNTED AS NOTED BY SQUARE D CLASS 2510 OR EQUAL.
CHANGES SHALL NOT OVERLOAD EXISTING CIRCUITS, PANELS OR TOTAL
TO THE OWNER.
10,000 A.I.C.
EDITION OF THE N.E.C., LOCAL AND STATE CODES, ORDINANCES,
CONTRACTOR SHALL FURNISH THE OWNER WITH ALL CERTIFICATES OF AT THE COMPLETION OF ELECTRICAL WORK, THE ELECTRICAL
ACT (OSHA), AND ADA GUIDELINES WITH THE LOCAL CODE
FEES, AND ARRANGE FOR ALL INSPECTION FOR HIS WORK.3. ELECTRICAL CONTRACTOR SHALL OBTAIN ALL PERMITS, PAY ALL
REGULATIONS, INCLUDING THE OCCUPATIONAL SAFETY AND HEALTH
EXISTING CONDITIONS UNDER WHICH HE WILL HAVE TO OPERATE AND
BEHALF OF THE CONTRACTOR. NO SUBSEQUENT ALLOWANCE WILL BE MADE IN THIS CONNECTION ON
2. ELECTRICAL WORK SHALL COMPLY WITH THE LATEST ENFORCEABLE
WHICH WILL IN ANY WAY AFFECT THE WORK UNDER THIS CONTRACT.
THE CONSTRUCTION SITE. HE SHALL BE FAMILIAR WITH THE1. PRIOR TO SUBMITTING A PROPOSAL, BIDDER SHALL HAVE VISITED
AUTHORITIES HAVING JURISDICTION.
INDICATED, BY LEVITON #CSB SERIES OR EQUAL BY GENERAL ELECTRIC,
SPECIFICATION GRADE, SINGLE, DOUBLE-POLE, THREE-WAY, ETC. AS8. SWITCHES SHALL BE RATED 15A OR 20A, 120/208 VOLT, COMMERCIAL
NON-FUSED AS NOTED, GENERAL-DUTY TYPE; NEMA 1, FOR INDOOR USE,16. DISCONNECT SWITCHES SHALL BE RATED 250V, OR 600V, FUSED OR
10. FLUORESCENT FIXTURE BALLAST VOLTAGE RATING SHALL BE AS
"A" SOUND RATED.
NOTED, NON-PCB, HIGH POWER FACTOR, ENERGY SAVING, CLASS P,
9. PLATES FOR SWITCHES AND RECEPTACLES SHALL BE NYLON OR PLASTIC.
AND NEMA 3R FOR OUTDOOR USE BY SQUARE D OR EQUAL BY CUTLER
COOPER, HUBBELL, ARROW-HART, P & S, OR LUTRON. COLOR TO MATCH
COLOR TO MATCH DEVICE. COORDINATE COLOR WITH ARCHITECTOWNER.
21. UNDERGROUND CONDUIT TO BE SCHEDULE 40 PVC.
23. WITHIN THIRTY (30) DAYS AFTER THE ELECTRICAL CONTRACTOR HAS
UNTIL APPROVED DRAWINGS HAVE BEEN RETURNED. SUCH SUBMITTALS WHICH SHOP DRAWINGS ARE BEING SUBMITTED SHALL NOT BE ORDERED
DRAWINGS AND DATA SHEETS FOR APPROVAL. ALL EQUIPMENT FOR THE ARCHITECT/ENGINEER SIX (6) COPIES OF EACH OF THE FOLLOWING BEEN NOTIFIED TO PROCEED WITH THE WORK, HE SHALL SUBMIT TO
* LIGHTING FIXTURE CUTS AND PERFORMANCE DATA SHEETS.
* ELECTRICAL DISTRIBUTION EQUIPMENT.
OUTLET BOXES. ALL JOINTS SHALL BE FIRMLY BONDED TOGETHER AND TAPED OR SHALL BE MADE WITH MECHANICAL CONNECTORS.
22. ELECTRICAL JOINTS WILL BE PERMITTED ONLY IN JUNCTION AND
* WIRING DEVICES.
SHALL INCLUDE:
17. THE CONTRACTOR SHALL EMPLOY QUALIFIED AND EXPERIENCED
SHALL DISPOSE OF ALL DEBRIS AND RUBBISH AND SHALL LEAVE
BOXES, AND EQUIPMENT ENCLOSURES SHALL BE FREE OF ANY DEBRIS. ALL AREAS CLEAN. THE INTERIORS OF ALL CABINETS, PULL
ELECTRICAL INSTALLATION. UPON COMPLETION OF THE PROJECT, HE SITE ALL DEBRIS AND RUBBISH ACCUMULATING AS A RESULT OF THE20. THE ELECTRICAL CONTRACTOR SHALL PERIODICALLY REMOVE FROM THE
PROPER RESTORATION OF ALL EXISTING SURFACES REQUIRING
SPECIFICATION. CLOSE ALL OPENINGS, REPAIR ALL SURFACES,
PATCHING, PLASTERING, PAINTING AND/OR OTHER REPAIR DUE TO THE INSTALLATION OF ELECTRICAL WORK UNDER THE TERMS OF THIS
11. LAMPS - ALL LAMPS SHALL BE CLASSIFIED "ENERGY SAVING". PROVIDE
19. THE CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE FOR THE
WORKMEN FOR THIS WORK.
ETC. AS REQUIRED.
1/2" UNLESS OTHERWISE NOTED OR REQUIRED BY CODE. ALL WIRE AND CABLE SHALL BE NEW AND SHALL BE DELIVERED TO PROJECT IN
COPPER WITH 600 VOLT INSULATION, RATED 90° C, TYPE "THHN", "THWN", FEEDERS AND SECONDARY SERVICE CONDUCTORS SHALL BE STRANDED
5. BRANCH CIRCUIT WIRE FOR LIGHTING, RECEPTACLE AND SMALL POWER
AND BE TYPE "MC", "AC" CABLE (10FT. MAXIMUM UNLESS OTHERWISE SHALL BE COPPER, RATED 75 DEGREES C, MINIMUM SIZE #12 AWG,
OR "THWN-2" AND BE INSTALLED IN EMT OR PVC CONDUIT, MINIMUM SIZE
UNBROKEN AND UNDAMAGED CARTONS AND REELS. THE WIRING TO RECEPT'S.
APPROVED BY ARCHITECT/ENGINEER/OWNER), OR "THWN" OR "THHN" WIRING IN CONDUIT, MINIMUM SIZE 1/2" UNLESS OTHERWISE NOTED OR REQUIRED BY CODE. ALL WIRING SHALL BE IN CONDUIT WHERE EXPOSED.
-HAMMER, OR SIEMENS.
EQUAL BY CUTLER-HAMMER, GENERAL ELECTRIC (GE).
ENGINEER FOR THE BASIS OF DESIGN. ALL LIGHT FIXTURE SHALL BE AS12. ALL LIGHT FIXTURES HAVE BEEN SELECTED BY THE ARCHITECT AND THE
AS SPECIFIED OR EQUAL OR BETTER QUALITY. ALL SUBMITTED EQUALS
SHALL BE REVIEWED BY ENGINEER AND/OR ARCHITECT PRIOR TO APPROVAL.
25. DRAWINGS ARE DIAGRAMMATIC ONLY!!! EXISTING CONDITIONS TAKEN FROM EXISTING DRAWINGS, PANEL SCHEDULES, AND CASUAL FIELD OBSERVATIONS. NOTIFY THE ENGINEER IF ANY DISCREPANCIES ARE
FOUND THAT AFFECT THE WORK TO BE PERFORMED, PRIOR TO PROCEEDING.
DEVICE PLATE . COORDINATE COLOR WITH ARCHITECT/OWNER.
DEVICE PLATE . COORDINATE COLOR WITH ARCHITECT/OWNER.
AND ALL ELECTRICAL EQUIPMENT AND/OR DEVICES. OF TRAINING AS NECESSARY TO THE OWNER ON THE LIGHTING CONTROLS,18. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A MINIMUM OF (4) HOURS
TO THE OWNER PRIOR TO CLOSEOUT. FINAL PAYMENT WILL ONLY BE
ABOVE CLOSEOUT DOCUMENTATION. MADE AFTER THE FINAL PUNCHLIST COMPLETION AND RECEIPT OF THE
TEST REPORTS, SPARE PARTS, AND RECORD DRAWINGS (AS-BUILTS)
MAINTENANCE INSTRUCTION MANUALS, CERTIFICATES OF INSPECTION,26. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL OPERATING AND
A MINIMUM OF 3% OR TWO (2), WHICH EVER IS GREATER, OF EACH LAMP TYPE TO THE OWNER AT PROJECT CLOSEOUT.
13. PROJECT HAS BEEN DESIGNED
TO COMPLY WITH AUTOMATIC LIGHTING SHUTOFF REQUIREMENTS OF
ASHRAE 90.1-1999.
& FIXED ELECTRICAL EQUIPMENT.
THE
DESIGN GROUP
ARCHITECTURE
CONSTRUCTION MANAGEMENT
DEVELOPMENT
1104 S. MITCHELL ST.
CADILLAC, MICHIGAN 49601
(231) 779-4002(231) 779-4022 FAX
PROJECT CONSULTANT
10223 E. Cherry Bend Rd., Ste. A
Traverse City, Michigan, 49684
Contact: Bill Beckett, President
WT Development Corporation
Phone: (231) 922-9250
Fax: (231) 922-9257
STORE NUMBER:
PROJECT NUMBER:
BLAZE PIZZA
12697 N. Pennsylvania St.Carmel, IN 46032
10__
14106a
WALL SIGN REVISIONS1 04.09.14
FOR PERMITS & BIDS2 04.25.14
TENANT SEPARATION3 05.06.14
BLAZE REVISIONS4 05.13.14
02.11.14 Landlord Review
Carmel Corners
Meijer Outlot 'B'
E1.0
ELECTRICALNOTES
THE
DESIGN GROUP
ARCHITECTURE
CONSTRUCTION MANAGEMENT
DEVELOPMENT
1104 S. MITCHELL ST.
CADILLAC, MICHIGAN 49601
(231) 779-4002(231) 779-4022 FAX
PROJECT CONSULTANT
10223 E. Cherry Bend Rd., Ste. A
Traverse City, Michigan, 49684
Contact: Bill Beckett, President
WT Development Corporation
Phone: (231) 922-9250
Fax: (231) 922-9257
STORE NUMBER:
PROJECT NUMBER:
BLAZE PIZZA
12697 N. Pennsylvania St.Carmel, IN 46032
10__
14106a
WALL SIGN REVISIONS1 04.09.14
FOR PERMITS & BIDS2 04.25.14
TENANT SEPARATION3 05.06.14
BLAZE REVISIONS4 05.13.14
02.11.14 Landlord Review
Carmel Corners
Meijer Outlot 'B'
E2.0
ELECTRICALSCHEDULES
PROPOSED ELECTRICAL PANEL LP-B (proposed loading)BPROPOSED ELECTRICAL PANEL LP-A (proposed loading) INSTALLED BY LANDLORD/ BUILDING OWNER A
PROPOSED PANELC
BB-15#122 #12 -72" WORKTOP FRIDGE K 1032 20 1
B-17#122 #12 -SPARE M 20020 1
B-23#122 #12 -REFRIDGERATED SELF SERVE SANDWICHK 120020 1
B-29#122 #12 -DINING RECEPTACLES M 72020 1
B-35 #122 #12 -OFFICE RECEPTACLE M 480201
PANEL ELECTRICAL DATA PANEL TYPE
MOUNTING MAINS PHASE
NEUTRAL BUS AMPACITY GROUND BUS AMPACITY
A.I.C. RATING
B 120/208V NQOD
FLUSH 100A M.L.O.3Ø, 4W
100A 100A
10 KA
WATTS:BUS A
BUS B
BUS C
TOTAL
4796 3157
7953
3972 5184
9156
4760 2746
7506
24615 TOTAL LOAD=W21455
OTHER LOADS (MISC.) =W12456
A
A
A
A
C
C
B
C
B
C
B
C
B
B-16#122 #12-BEVERAGE DISPENSERM1440201
B-22#122#12-BEVERAGE DISPENSERM1440201
B-28#122#12-DINING RECEPTACLESM720201
B-2#122 #12-LIGHTS (KITCHEN, SERVING, OFFICE)L1111201
B-42---SPACE----
A&E
NO.
B-3 #122 #12 -PIZZA DOUGH PRESS K 960 201
B-1#122 #12 -LIGHTS (DINING)L 716 20 1
CIRCUIT
NO.
GRND
WIRE
SIZESIZE
&
# WIRES
PH
A
S
E
LOAD DESCRIPTION
LO
A
D
PO
L
E
A
PO
L
E
LO
A
D
LOAD DESCRIPTION NO.
A&E # WIRES
&
SIZE
WIRE
SIZE
GRNDCIRCUIT
NO.
A
A
B
C
C
B
B-4#122 #12-PIZZA DOUGH PRESSK960201
AB C
WATTS WATTS
CBAAMPS
TRIP
AMPS
TRIP
GENERAL NOTE:
LIGHTING CIRCUITS INSIDE THE BUILDING SHALL BE WIRED THRU MASTER
RELAY PANEL. REFER TO SHEET E4.0.
KEY NOTES:
NEW 400A. 120/ 208, 3 PHASE, 4 WIRE ELECTRICAL PANEL, INSTALLED BY
LANDLORD/ BUILDING OWNER.
SEE SHEET E3.0, KEYED NOTE 1 FOR ADDITIONAL INFORMATION.
FOR OUTSIDE SIGNS: UTILIZE PANEL "A". VERIFY EXACT LOCATION OF
STUB PRIOR TO ROUGH-IN. LOADS MAY VARY WITH LOCATION -- VERIFY.
CIRCUITS TO BE WIRED THRU THE LIGHTING MASTER RELAY PANEL.
SEE SHEET E4.0.
SEE SHEET E3.0, KEYED NOTE 2 FOR ADDITIONAL INFORMATION.
NEW 100A. 120/ 208, 3 PHASE, 4 WIRE ELECTRICAL PANEL, INSTALLED BY
TENANT BUILD OUT CONTRACTOR.
1
2
3
TOTAL CURRENT=A60
KITCHEN EQUIPMENT =W10332x .65 =6715
B-5#122#12 -BAG-N-BOX WITH CARBONATOR K 76020 1
B-31#122 #12 -P.O.S. RECEPTACLES M 480 20 1
B-33 ---SPACE --20 1
B-9 #122 #12 -PIZZA DOUGH ROUNDER K 960 20 1
B-7 #122#12 -TEA BREWER K 1780 20 1
B-25 #122#12 -WATER HEATER IGNITION K 160 20 1
B-37#122#12 -OFFICE RECEPTACLE M 240 20 1
B-32#122#12-UTILITY RECEPTACLEM240201
B-12---SPACE----
B-24---SPACE----
B-14---SPACE----
B-20----M1306-2
B-18#102 #10-ICE MACHINE CONDENSERM130620-
B-34#122 #12-SAFEM360201
B-6#122 #12--SHUNT TRIP BRKR (PIZZA OVEN)K480201
B-8#122 #12-MUSIC SYSTEMM500201
NOT USEDC
4
5
B-21 #122#12 -60" REFRIDGERATED UNITS K 1020 20 1
NOT USED -
GENERAL NOTES & KEY NOTES
6
LOAD SUMMARY & LEGEND
B-19 #122#12 -60" REFRIDGERATED UNITS K 1020 201
B-41 ---SPACE ----
B-38---SPACE----
B-40---SPACE----
B-36#122 #12-OFFICE RECEPTACLEM480201
B-10#122 #12-ICE MACHINEM264201
B-39 ---SPACE --20 -
PANEL
LOAD (W)
DEMAND
LOAD
CONNECTEDMISCELLANEOUS
(W)
HVAC
(W)
KITCHEN EQUIP.
(W) ***
LIGHTING
(W) **
A
TOTAL
1500 11591 24960 18825 50660 47877
3784 18306 24960 31281 75275 69332
* 28,165 x 0.65 = 18,306
69,332 W @ 120/208V, 3Ø-4W = 193 A
LARGEST MOTOR LOAD = 12,480 W
B 2284 6715 0 12456 24615 21455
B-30#122#12-DINING RECEPTACLESM480201
A-1#122#12 -RTU GFCI RECEPTACLES M 400 20 1
A-3 #122#12 -EXTERIOR SIGNAGE L 1200 201
A-5#122#12 -EF-1, HOOD M 30020 -
A-27 ----H 4160 --
A-23 ---SPACE ----
A-21 ----K 2160 -2
A-19 #122#12 -PIZZA MIXER K 2160 20 -
A-33 #122#12 -POWER SOAK K 1019 15 -
A-31 ---SPACE ----
A-29 ----H 4160 -3
A-17 ----H 4160 -3
A-15 ----H 4160 --
A-13 #83#6 -RTU #2 H 4160 60 -
# WIRES
&
SIZESIZE
WIRE
GRND
NO.
CIRCUIT
NO.
A&E
KITCHEN EQUIPMENT =W17833x .65 =11591
TOTAL CURRENT=A193
A-2---SPACE----
A-40---SPACE----
A-42---SPACE----
TRIP
AMPS
TRIP
AMPS AB C
WATTS
A-38---SPACE----
WATTS
CBA
B
C
C
B
A
A
NO.
CIRCUITGRND
SIZE
WIRE
SIZE
&
# WIRESA&E
NO.LOAD DESCRIPTION
LO
A
D
PO
L
E
A
PO
L
E
LO
A
D
LOAD DESCRIPTION
PH
A
S
E
A-36----M7152-3
A-10----M1321--
B
C
B
C
B
C
B
C
C
A
A
A
A
OTHER LOADS (MISC.) =W31281
TOTAL LOAD=W69332
WATTS:BUS A
BUS B
BUS C
TOTAL
11180 12577
23757
14712 12577
27289
11652 12577
24229
75275
PANEL ELECTRICAL DATA PANEL TYPE
MOUNTING MAINS PHASE
NEUTRAL BUS AMPACITY GROUND BUS AMPACITY
A.I.C. RATING
A 120/208V NQOD
FLUSH 400A M.B.3Ø, 4W
400A VERIFY
10 KA
B
A-7 ----M 300 -2
A-9#102#10 -HOT WATER DISPENSER K 2013 30 -
A-11 ----K 2013 -2
A-37 ---SPACE ----
A-39 ---SPACE ----
A-41 ---SPACE ----
HVAC EQUIPMENT =W24960
x 1.25 =LIGHTING =W12001500
A-6---SPACE----
A-4---SPACE----
A-34----M7152--
A-35 ----K 1019 -2
A-32#43#3-PANEL LP-BM7152100-
A-28----K750--
A-30----K750-3
A-26#123#12-AIR COMPRESSORK75020-
A-24----K1733-3
A-22----K1733--
A-20#103#8-DISHWASHERK173330-
A-8#123#12-WALK IN FREEZERM132115-
A-18----M1621-3
A-16----M1621--
A-14#123#12-WALK IN COOLERM162120-
A-12----M1321-3
HVAC EQUIPMENT =W0
x 1.25 =LIGHTING =W18272284
4 4
A-25#83#6 -RTU #1 H 4160 60 -
B-11#122#12 -HAND DRYER M 1400201
B-13#122#12 -HAND DRYER M 1400 20 1
B-27 ---SPACE ----
B-26---SPACE----
POWER PLAN 1/4"=1'-0"A
KEY NOTESBPOWER PLAN GENERAL NOTESC
ELECTRICAL PANEL A, 400A M.B. 120/ 208V 3PH., 4W, 42 SPACE, INSTALLEDBY LANDLORD/ BUILDING OWNER.
ELECTRICAL PANEL B, 200A M.L.O. 120/ 208V 3PH., 4W, 42 SPACE. (3)#3, W/ (1)#4 GRD. IN 2" CONDUIT. LP-A TO LP-B.
AIR COMPRESSOR CONNECTION 108" A.F.F., VERIFY CONNECTION TYPE. CIRCUITS A:26,28,30.
JUNCTION BOX FOR WATER HEATER 108 A.F.F.. COORDINATE/ VERIFY WITH MECHANICAL CONTRACTOR.
COOLER CONDENSER ON ROOF. CIRCUITS A14,16,18. CONTRACTOR SHALL VERIFY CIRCUIT BREAKER TYPE, STARTER,DISCONNECT SWITCH, AND FUSE SIZE (IF REQUIRED) WITH SELECTED EQUIPMENT & MANUFACTURER'S SHOP DRAWINGS &INSTALLATION INSTRUCTIONS PRIOR TO PLACING ORDER AND FURNISH AND INSTALL EVERYTHING AS REQUIRED.
FREEZER CONDENSER ON ROOF. CIRCUITS A8,10,12. CONTRACTOR SHALL VERIFY CIRCUIT BREAKER TYPE, STARTER,DISCONNECT SWITCH, AND FUSE SIZE (IF REQUIRED) WITH SELECTED EQUIPMENT & MANUFACTURER'S SHOP DRAWINGS &INSTALLATION INSTRUCTIONS PRIOR TO PLACING ORDER AND FURNISH AND INSTALL EVERYTHING AS REQUIRED.
DISHWASHER, CIRCUITS A20,22,24. INSTALL CONDUIT, JUNCTION BOX, WIRING, BREAKER, ETC
POWER SOAK, CIRCUITS A33,35.
ANSUL JBOX - LOCATE ABOVE CEILING.
1/ 2" CONDUIT WITH REQ'D CONDUCTORS TO J-BOX AT FINISHED CEILING ABOVE ICE MACHINE. MAKE CONNECTION TO ICEMACHINE AND CONDENSING UNIT.
ELECTRICAL CONTRACTOR SHALL MAKE ALL ELECTRICAL CONNECTIONS INCLUDING ALL NECESSARY INTERCONNECTIONSBETWEEN THE COMPRESSOR ON THE ROOF AND THE EVAPORATOR IN THE ICE MACHINE AS REQUIRED. REFER TOMANUFACTURER'S SHOP DRAWINGS AND INSTALLATION INSTRUCTIONS FOR EXACT INTERCONNECTION REQUIREMENTS, PRIORTO ROUGH-IN INSTALLATION. CIRCUITS B:18,20.
SEE DETAIL ON SHEET A6.1 FOR ADDITIONAL INFORMATION.
SEE DETAIL E THIS SHEET FOR ADDITIONAL INFORMATION.
(2) 2" CONDUIT UNDERSLAB. OFFICE TO P.O.S., ROUTING BY CONTRACTOR.
BATHROOM EXHAUST FAN(S) EF-2, CIRCUIT B:2 WITH LIGHTS. SEE MECHANICAL.
SPECIFIED RTU's SHALL BE SUPPLIED W/ THRU THE BASE ELECTRICAL CONNECTION AND FACTORY INSTALLED CIRCUIT BREAKER
W/ WEATHER TIGHT ENCLOSURE & ACCESS THRU SWINGING DOOR. POWER & CONTROL ENTRY FROM BOTTOM OF UNIT.PROVIDE UNITS W/ BUILT-IN DISCONNECT AND CONVENIENCE OUTLET.
HAND DRYER / VERIFY MOUNTING HEIGHT W/ MANUFACTURER AND COMPLY W/ ADA/ANSI.
POWER AND CONTROL ENTRY FROM BOTTOM OF UNIT, WITH CONDUIT. SEE MECHANICAL.
SEE DIMENSIONED ELEVATIONS FOR SIGNAGE JUNCTION BOXES.
1
2
3
4
5
6
12
13
14
ALL DIMENSIONS TO J-BOXES ARE FROM FACE OF STUD TO CENTER OF BOX, U.O.N.
ALL CONDUIT DROPS ARE INSIDE WALLS U.O.N. SEE ARCH. DWGS FOR WALL DIMS.
ALL J-BOX CIRCUITS, CONDUITS, FIXTURES, ETC. SHALL BE AS INDICATED ON THE
ELECT. DWGS AND SPECS.
CONTRACTOR SHALL VERIFY UNDERGROUND CONDUIT LOCATIONS PRIOR TO
POURING SLAB.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THIS DATA ON THE
LOCATION OF ELECT. ROUGH-INS WITH INFO PROVIDED ON THE ARCH. AND STRUCT.
DWGS AND THE EQUIPMENT ACTUALLY SUPPLIED, AND TO CONFIRM THE
CORRECTNESS OF ANY DIMENSIONS HEREIN.
LOCATIONS OF ALL OUTLETS MAY BE RELOCATED TO NEAREST STUD. DO NOT CUT
INTO STUDS.
FOR EXACT LOCATIONS OF KITCHEN & MECHANICAL EQUIPMENT AND POINTS OF
CONNECTION, REFER TO KITCHEN & MECHANICAL EQUIPMENT DRAWINGS AND
MANUFACTURER'S SHOP DRAWINGS.
ALL CIRCUIT FEEDERS AND DISCONNECTS SHALL BE SIZED BY NEC.
CONTRACTOR SHALL VERIFY CIRCUIT BREAKER, DISCONNECT SWITCH, STARTER AND
FUSE SIZES WITH SELECTED EQUIPMENT MANUFACTURER'S SHOP DRAWINGS PRIOR
TO PLACING ORDER AND PROVIDE EVERYTHING AS REQUIRED.
A.
B.
C.
D.
E.
F.
G.
H.
I.
J.
K.
L.
M.
N.
O.
P.
Q.
R.
ELECTRICAL EQUIPMENT ENCLOSURES SHALL BE NEMA-1 FOR INTERIOR AND NEMA
3R FOR EXTERIOR. IN COASTAL REGIONS THE STANDARD FOR OUTSIDE SHALL BE
NEMA-4X.
PER SECTION 210.8(B)(3) NEC 2002, ALL 15 AND 20A, 120V RECEPTACLES IN
COMMERCIAL KITCHENS ARE REQUIRED TO BE GFCI PROTECTED. THIS INCLUDES
ISOLATED GROUND RECEPTACLES.
DO NOT MEASURE/LOCATE OUTLETS ON DRAWINGS. USE DIMENSIONS PROVIDED.
CONDUIT MAY RUN UNDER SLAB AT G.C.'S DISCRETION.
E.C. SHALL PROVIDE A PREPRINTED SELF-ADHESIVE LABEL ON ALL POS RECEPTACLES
STATING "POS USE ONLY".
PROVIDE ESCUTCHEON PLATES AND SEALANT AT ALL UTILITY PENETRATIONS INTO
WALLS, CEILING, AND FLOORS. DO NOT USE CAULKS OR EXPANSION FOAM FOR
SEALANT.
EMT SHALL BE USED FOR ALL WIREWAYS (CONDUITS). ARMOR CABLE IS ALLOWED
ONLY WHERE WIRE WAYS ARE EASILY ACCESSIBLE. FOR EXAMPLE: EMT INSIDE WALLS
AND ABOVE HARD GYPSUM BOARD CEILINGS AND ARMOR CABLE ABOVE SUSPENDED
CEILING SYSTEMS.
ARMOR CABLE (BX) ALLOWED WHERE ACCEPTABLE BY CODE. ALL WIRE SHALL BE
CONCEALED U.N.O.
ALL OUTLETS AND COVERS IN DINING / CUSTOMER AREAS SHALL BE BLACK.
15
8
9
10
11
THE
DESIGN GROUP
ARCHITECTURE
CONSTRUCTION MANAGEMENT
DEVELOPMENT
1104 S. MITCHELL ST.
CADILLAC, MICHIGAN 49601
(231) 779-4002(231) 779-4022 FAX
PROJECT CONSULTANT
10223 E. Cherry Bend Rd., Ste. A
Traverse City, Michigan, 49684
Contact: Bill Beckett, President
WT Development Corporation
Phone: (231) 922-9250
Fax: (231) 922-9257
STORE NUMBER:
PROJECT NUMBER:
BLAZE PIZZA
12697 N. Pennsylvania St.Carmel, IN 46032
10__
14106a
WALL SIGN REVISIONS1 04.09.14
FOR PERMITS & BIDS2 04.25.14
TENANT SEPARATION3 05.06.14
BLAZE REVISIONS4 05.13.14
02.11.14 Landlord Review
Carmel Corners
Meijer Outlot 'B'
2'-
8
"
[3
2
"
]
3'-
6
"
[4
2
"
]
E3.0POWER PLAN
NORTH
16
17
OFFICE DETAIL N.T.S.E
2" C.
TO
FRONT
POS
LOCATIONS
2" C.
2" C.
B:34 B:37
B:35B:37B:35
B:36
B:8
T
D
MODEM
FILE SERVER
BATTERY
BACK-UP
MONITOR
OFFICE
PRINTER
FIREWALL
ROUTER
SWITCH
PATCH PANEL -
TERMINATED
CAT5E CABLE
FROM FOR POS
TERMINALS
SAFE
B:8
18
7
A:14,16,18
15
15
17
17
13
14
1
2
14 12
14
B:524"
7
J
3
18
10'-812"
514"
19
19
19
19
19
19
LIGHTING PLAN 1/4"=1'-0"A
STORE LIGHTING SWITCH BANK, PROVIDE ONE (1) SWITCH PER LIGHTING CIRCUIT.LABEL SWITCHES WITH AREA SERVED. VERIFY SWITCH BANK LOCATION WITH OWNER.LIGHTS WILL BE ON TWO (2) ELECTRICAL CIRCUITS, B-1 & B-2.
INDICATES LIGHTING FIXTURES PROVIDED WITH WALK-IN COOLER/ FREEZER. REFERTO GENERAL NOTE D.
WALK-IN COOLER / FREEZER.- SEE SCOPE OF WORK.
EXHAUST HOOD LIGHT FIXTURES SUPPLIED WITH HOOD AND MTD IN PRE-WIREDJ-BOX. SEE MECHANICAL.
CONNECT LIGHTING CIRCUIT TO CIRCUIT SHOWN. CONNECT LIGHTING TO RELAYCIRCUITS SHOWN THROUGH THE MASTER RELAY PANEL. ALTERNATE FIXTURESBETWEEN RELAY CIRCUITS SHOWN TO ACHIEVE BI-LEVEL LIGHTING CONTROL.PROVIDE (1) UNSWITCHED CONDUCTOR FOR CONNECTION TO LOCALLY SWITCHEDFIXTURES. FIXTURES DESIGNATED AS NIGHT LIGHTS, EXIT SIGNS& EMERGENCYFIXTURES. CIRCUITS B-1 & B-2.
WALL MOUNT THE EMERGENCY LIGHT FIXTURES @ 8'-0" A.F.F. U.N.O.
VERIFY MOUNTING HEIGHT OF EXIT SIGN(S) PRIOR TO ROUGH IN. EXIT SIGN MUST BEVISIBLE FROM AREA SERVED AFTER BUILDING SYSTEMS HAVE BEEN INSTALLED.
INSTALL BLUE BOX LIGHTING CONTROL RELAY PANEL AS SHOWN ON SHEET E4.0.
NIGHT LIGHT.
PROVIDE EMERGENCY LIGHTING BATTERY PACK CAPABLE OF POWERING 175 WATTSOF LIGHTING FOR 90 MINUTES. TYPICAL ALL EMERGENCY TYPE FIXTURES.
J-BOX FOR COOLER/FREEZER LIGHTS. COORDINATE WITH MANUFACTURER.
NEW PANEL A.
COORDINATE THE POSITION OF LIGHT FIXTURES WITH THE POSITION OF THE TABLESBELOW. TYPICAL IN DINING ROOM.
NEW PANEL B.
NEW RTU 2, ABOVE ON ROOF SEE MECHANICAL.
NEW RTU 1, ABOVE ON ROOF SEE MECHANICAL.
2 LIGHT SWITCHES IN OFFICE. (1) SWITCH CONTROLS EXTERIOR SIGNAGE, DINING &RESTROOM LIGHTING AND RESTROOM EXHAUST FANS. (1) SWITCH CONTROLS BACKOF HOUSE (KITCHEN & SERVING) LIGHTING.
REFER TO DETAIL E, THIS SHEET.
10
5
8
9
6
7
3
4
1
2
KEY NOTESB
GENERAL NOTES
A.CONFIRM LIGHTING FIXTURE QUANTITIES WITH SUPPLIER.
B.EMERGENCY AND NORMAL LIGHTING MARKED WITH "NL" SUBSCRIPT SHALL
OPERATE CONTINUOUSLY. PROVIDE UNSWITCHED HOT TO NORMAL AND
EMERGENCY BALLAST.
C.EMERGENCY LIGHTING NOT MARKED WITH "NL" SUBSCRIPT SHALL OPERATE UNDER
CONTROL OF LIGHTING SWITCH AS INDICATED. PROVIDE UNSWITCHED CONSTANT
HOT TO EMERGENCY BALLAST AND SWITCHED HOT TO NORMAL BALLAST.
D.ALL CONDUITS ENTERING OR LEAVING COOLER/FREEZER SHALL BE PROVIDED WITH
SEAL-OFF FITTING WITH COMPOUND PER NEC 300-(7a).
E.ALL INTERIOR LIGHTING CIRCUITS TO BE WIRED THRU THE LIGHTING CONTROL
RELAY PANEL. SEE KEYED NOTES 8 & 10 BELOW.
F.CONTRACTOR TO FIELD VERIFY CEILING TYPE AND PROVIDE PROPER MOUNTING
HARDWARE.
G.ALL FIXTURES SUPPLIED WITH LAMPS.
H.COORDINATE FIRE SUPPRESSION HEADS & HVAC SUPPLIES AND RETURNS WITH
ABOVE LIGHTING PLAN.
11
12
13
14
15
LIGHTING FIXTURE SCHEDULEC
OVEN CONTROL TO EXHAUST FANE
THE
DESIGN GROUP
ARCHITECTURE
CONSTRUCTION MANAGEMENT
DEVELOPMENT
1104 S. MITCHELL ST.
CADILLAC, MICHIGAN 49601
(231) 779-4002(231) 779-4022 FAX
PROJECT CONSULTANT
10223 E. Cherry Bend Rd., Ste. A
Traverse City, Michigan, 49684
Contact: Bill Beckett, President
WT Development Corporation
Phone: (231) 922-9250
Fax: (231) 922-9257
STORE NUMBER:
PROJECT NUMBER:
BLAZE PIZZA
12697 N. Pennsylvania St.Carmel, IN 46032
10__
14106a
WALL SIGN REVISIONS1 04.09.14
FOR PERMITS & BIDS2 04.25.14
TENANT SEPARATION3 05.06.14
BLAZE REVISIONS4 05.13.14
02.11.14 Landlord Review
Carmel Corners
Meijer Outlot 'B'
E4.0
LIGHTINGPLAN
NORTH
16
17
18
120 VAC OVEN CIRCUIT 120 VAC FAN CIRCUIT
120 VAC TO OVEN 120 VAC TO FAN
S1
NOTE: S1 IS A DOUBLE POLE, SINGLE THROW (DPST)
SWITCH PROVIDED BY ELECTRICIAN. PROVIDE CLEAR
PROTECTIVE COVER.
S1 INTERRUPTS IN-COMING POWER TO BOTH
THE OVEN AND THE FAN. THE INTENT IS TO
PREVENT THE OPERATION OF THE OVEN IN
THE EVENT THE FAN IS SHUT OFF.
NOTE:
NEW EXTERIOR EQUIPMENT, PIPING, CONDUITS, ETC. SHALL BE INSTALLED,
SUPPORTED AND SCREENED AND PAINTED SIMILAR TO EX. CONSTRUCTION.
AUDIO/ VISUAL ALARMS REQUIRED BY NFPA 72 AND IBC 907.5 SHALL BE
DESIGNED AND INSTALLED BY A CERTIFIED FIRM.
PA3 PA3
PA3
TD1 TD1 TD1 TD1 TD1 TD1
TD1
TD1
TD1
TD1
TD1TD1TD1TD1TD1
TD1
TD1
TD1
TD1
PA3
EM-2
PA1
PA1
PA1
PA1 PA1
PA1
PA1
PA1
PA1
PA1
PA1
PA1PA1
TD1
PA2
EM-1
EM-1
EM-1
EM-4
RD2
RD2
EM-4
RD2
RD2
EM-2
EM-3
B1 B1 B1
B1 B1 B1 B1
B1
B1
B1
B1
B2
B1B1B1B1
B1 B1B1B1B1B1
B1
B1
B1
B1
B1
B1
B1 B1
B1
B1
B1
B1
B1
B1
B1 B1
B1
B1 B1
B1
B1
B1
B1B1B1B1B1B1
B1
B1
B1 B2
B2
B2
B2 B2
B2
B2
B2B2
B2
B2B2
B2 B2 B2
B2
B2
B2
B2
B2
B2
B2B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
B2
PA3B1
4
4
4
4