#405 Meridian Remodel - Interior Permit Plans Set, Approved by Meridian City - C-TI-2021-0029_072021OWNER
MAVERIK, INC
185 SOUTH STATE STREET #800
SALT LAKE CITY, UT 84111
PHONE 801.936.5557
ARCHITECT, STRUCTURAL/MECHANICAL/ELECTRICAL ENGINEE R
GPD GROUP PROFESSIONAL CORPORATION
520 SOUTH MAIN STREET #2531
AKRON, OH 44311
CONTACT: ALISSA COBB
EMAIL: acobb@gpdgroup.com
PHONE: 678-781-5069
CITY MAP STREET MAP
APPLICABLE CODE:
2018 INTERNATIONAL BUILDING CODE (IBC)
2018 INTERNATIONAL MECHANICAL CODE (IMC)
2017 IDAHO STATE PLUMBING CODE (ISPC)
2018 INTERNATIONAL FIRE CODE (IFC)
2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)
2018 INTERNATIONAL FUEL AND GAS CODE (IFGC)
2017 NATIONAL ELECTRIC CODE (NEC)
OCCUPANCY CLASSIFICATION: M
DESCRIPTION: GAS STATION/CONVENIENCE STORE
CONSTRUCTION TYPE: V-B
BUILDING HEIGHT: 28' - 7"
RETAIL AREA: 2,834 S.F.
BUILDING AREA: 3,987 S.F.
FIRE SPRINKLERS: NOT REQUIRED (PER IBC 2018 SECTION 903.2.7)
FIRE RESISTANCE RATINGS OF EXTERIOR WALLS
TABLE 601 AND 602 - NON-RATED
OCCUPANT LOAD: 44 OCCUPANTS
MERCANTILE: 2,834 S.F. @ 1 OCC. PER 60 S.F. = 47 OC CUPANTS
KITCHEN : 579 S.F. @ 1 OCC. PER 200 S.F. = 3 OCCUPA NTS
STORAGE: 264 S.F. @ 1 OCC. PER 300 S.F. = 1 OCCUPAN TS
OFFICES: 85 S.F. @ 1 OCC. PER 100 S.F. = 1 OCCUPANT S
EGRESS WIDTH REQUIRED: 44 OCC. @ .2" PER OCC. = 9"
EGRESS WIDTH PROVIDED: 9' - 0"
(1) 6'-0" (3'-0" PAIR) SWINGING DOORS AT STOREFRONT
(1) 36" EXIT DOOR NEAR RESTROOMS.
PLUMBING FIXTURES REQUIRED: PLUMBING FIXTURES PROVID ED:
(1) MEN'S TOILET (1) MEN'S TOILET, (2) URINAL
(1) WOMEN'S TOILET (3) WOMEN'S TOILET
(1) MEN'S SINK (1) MEN'S SINK
(1) WOMEN'S SINK (1) WOMEN'S SINK
(1) DRINKING FOUNTAIN DRINKING FOUNTAIN: NOT
REQUIRED (PER IPC 2018
SECTION 410.1)
(1) SERVICE SINK (1) SERVICE SINK
TILE
EMSER TILE
RENEE ANDERSON
(801) 573-6772
MAVERIK@EMSER.COM &
RENEEANDERSON@EMSER.COM
ACCOUNT #: 1380974
PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY:APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSIO N
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.3/11/2021 10:53:07 AMCOVER SHEET
2020020.47
FINAL DRAWINGS 07/10/20
MA AC
TYPE B REMODEL
G0.01MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #405MAVERIK, INC.
3202 W. USTICK RD.
MERIDIAN, ID 83646
TYPE B REMODEL
MAVERIK C -STORE #405
N
VICINITY MAPS DRAWING INDEX
PROJECT DIRECTORYCODE SUMMARY
NATIONAL ACCOUNTS
P0.01 PLUMBING DEMOLITION PLAN
P1.01 PLUMBING WASTE AND VENT PLAN
P1.02 PLUMBING WATER PLAN
P2.00 PLUMBING SCHEDULES
P2.01 PLUMBING DETAILS
P2.02 PLUMBING ISOMETRICS
MECHANICAL
M0.01 MECHANICAL LEGENDS & NOTES
M1.01 MECHANICAL FLOOR PLAN
ELECTRICAL
E0.01 ELECTRICAL NOTES & SCHEDULES
E3.00 ELECTRICAL POWER PLAN
E3.02 ELECTRICAL LIGHTING PLAN
E3.03 ELECTRICAL ROOF PLAN
E6.00 ELECTRICAL SCHEDULES
E6.01 PANEL SCHEDULES
GENERAL
G0.01 COVER SHEET
G0.02 GENERAL INFORMATION
ARCHITECTURAL
AD.01 DEMOLITION FLOOR PLAN
AD.02 DEMOLITION REFLECTED CEILING PLAN
A1.01 DIMENSION FLOOR PLAN
A1.02 REFERENCE AND FINISH FLOOR PLAN
A1.03 EQUIPMENT FLOOR PLAN
A1.04 EQUIPMENT SCHEDULE
A1.05 REFLECTED CEILING PLAN
A2.51 INTERIOR ELEVATIONS & WALL TYPES
A4.01 ENLARGED RESTROOM PLAN AND ELEVATIONS
A4.02 ENLARGED RETAIL PLANS & ELEVATIONS
A4.03 ENLARGED RETAIL PLANS & ELEVATIONS
A5.11 DETAILS
A6.03 FINISH & MATERIAL SCHEDULES
STRUCTURAL
S0.01 GEN. STRUCTURAL NOTES
S0.02 GEN. STRUCTURAL NOTES & SPECIAL INSPECTIONS
S0.03 SCHEDULE OF SPECIAL INSPECTIONS
S1.11 PARTIAL ROOF FRAMING PLAN
S5.10 FOUNDATION & FRAMING DETAILS
PLUMBING
P0.00 PLUMBING LEGENDS & NOTES
GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
2 AHJ COMMENTS 3/15/21
2
2
03/15/21
4
1
2
3
A252
CLOUD INDICATES
DRAWING REVISION AREA
ROOM NAME
ROOM NUMBER
SHEET NUMBER
SECTION NUMBER
ELEVATION NUMBER
REVISION NUMBER
ELEVATION NUMBER
SHEET WHERE DRAWN
SHEET NUMBER
DETAIL NUMBER
SHEET NUMBER
00.00
BUILDING SECTION
WALL SECTION
EXTERIOR ELEVATION
INTERIOR ELEVATION
PARTITION TYPE
A -222
A2
NUM
ROOM
NAME
101
A
KEYED NOTE
GLAZING TYPE
DOOR TAG
A1
A-101
A1
A-101
SHEET NUMBER
SECTION NUMBER
SHEET NUMBER
DETAIL NUMBER
DETAIL SECTION
DETAIL
ROOM TAG
REVISION TAG
A1
A-101
SHADE INDICATES
ELEVATED WALL
1
A -222
A2
A
1i
DIVISION NUMBER
KEYNOTE NUMBER
GYPSUM BOARD OR CONCRETE
SURFACE
HATCH PATTERN BELOW INDICATES REPRESENTATION OF BUILDING MATERIALS IN
BUILDING SECTIONS, WALL SECTIONS AND DETAILS.
CONCRETE
STUD WALL
GRAVEL
COMPACTED FILL AND/OR
EARTH
CMU (CONCRETE MASONRY UNIT)
BATT INSULATION
RIGID INSULATION
PAPER
TOWEL
DISPENSER
SOAP
DISPENSER
FIRE
EXTINGUISHER
CABINET
HIGHEST
OPERABLE PARTS
SANITARY NAPKIN
DISPENSER
TOILET
PARTITION
URINAL
PARTITION12"48"12"58" U.N.O.BABY
CHANGING
STATION
HAND
DRYER
MIRROR
WITH
FRAME
MOP RACKSURFACE3'-4" MAXTO REFLECTIVE60"MAX.48"FLOOR LINE
ACCESSIBLE WATER CLOSET
FLOOR LINE
ACCESSIBLE LAVATORY
MIN.
15"9" MIN6" MAX (TOE CLEAR.)(KNEE CLEAR.)
8" MIN
(TOE CLEAR. DEPTH)
17" - 25"2'-3" MINWALL NOTE: EXPOSED PIPE
SHALL BE INSULATED (NO
SHARP OR ABRASIVE
SURFACES BELOW
LAVATORY)TO REFLECTIVE SURFACE40" MAX34" MAXSANITARY
NAPKIN
DISPOSAL
2"FACE OF
WALL
FACE OF WALL
2"17"-19"7"-9"
GRAB BAR
16" - 18" 33" - 36" MIN 18"33" - 36"44" MAX17"-19" 12" MIN.
MAX.
1' - 0"42" MIN
24" MIN. 39" - 41"39" - 41" 34" MAX. 11" MIN.
54" MIN
15" MINWHERE SINGLE DOOR OCCURS, MOUNT
SIGNS ALONG THE LATCH SIDE.
REFER TO CHAPTER 7 OF 2010 ADA
STANDARDS FOR ADDITIONAL
REQUIREMENTS.
WHERE OPENING WITH NO DOOR OCCURS,
MOUNT SIGNS, WHERE SHOWN ON SHEET
A1.02 REFERENCE AND FINISH FLOOR PLAN
9" MIN.
WOMEN
NAME RESTROOM SIGN
ACCORDING TO THE
CORRESPONDING ROOM
TAG LOCATED ON SHEET
A1.02 6" MIN. 48" MIN.LOCATION OF
GENDER PICTOGRAM
BRAILLE PER 2010 ADA
STANDARDS SECTION
703.3, NAME
ACCORDING TO
CORRESPONDING ROOM
TAGS ON SHEET A1.02
5/8"-2"PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY: APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSIO N
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/8/2020 11:29:38 AMGENERAL
INFORMATION
2020020.47
FINAL DRAWINGS 07/10/20
MA AC
TYPE B REMODEL
G0.02MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #405GENERAL NOTES
ABBREVIATIONSMATERIAL LEGEND
SYMBOLS LEGEND
1. GENERAL: BASIC CONTRACT DEFINITIONS ARE INCLUDED IN THE CONDITIONS OF THE
CONTRACT.
2. "APPROVED": WHEN USED TO CONVEY ARCHITECT'S ACTION ON CONTRACTOR'S
SUBMITTALS, APPLICATIONS, AND REQUESTS, "APPROVED" IS LIMITED TO ARCHITECT'S
DUTIES AND RESPONSIBILITIES AS STATED IN THE CONDITIONS OF THE CONTRACT.
3. "DIRECTED": A COMMAND OR INSTRUCTION BY ARCHITECT. OTHER TERMS INCLUDING
"REQUESTED," "AUTHORIZED," "SELECTED," "REQUIRED," AND "PERMITTED" HAVE THE
SAME MEANING AS "DIRECTED."
4. "INDICATED": REQUIREMENTS EXPRESSED BY GRAPHIC REPRESENTATIONS OR IN
WRITTEN FORM ON DRAWINGS, IN SPECIFICATIONS, AND IN OTHER CONTRACT
DOCUMENTS. OTHER TERMS INCLUDING "SHOWN," "NOTED," "SCHEDULED," AND
"SPECIFIED" HAVE THE SAME MEANING AS "INDICATED."
5. "REGULATIONS": LAWS, ORDINANCES, STATUTES, AND LAWFUL ORDERS ISSUED BY
AUTHORITIES HAVING JURISDICTION, AND RULES, CONVENTIONS, AND AGREEMENTS
WITHIN THE CONSTRUCTION INDUSTRY THAT CONTROL PERFORMANCE OF THE WORK.
6. "FURNISH": SUPPLY AND DELIVER TO PROJECT SITE, READY FOR UNLOADING,
UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS.
7. "INSTALL": UNLOAD, TEMPORARILY STORE, UNPACK, ASSEMBLE, ERECT, PLACE, ANCHOR,
APPLY, WORK TO DIMENSION, FINISH, CURE, PROTECT, CLEAN, AND SIMILAR
OPERATIONS AT PROJECT SITE.
8. "PROVIDE": FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE.
9. "PROJECT SITE": SPACE AVAILABLE FOR PERFORMING CONSTRUCTION ACTIVITIES. THE
EXTENT OF PROJECT SITE IS SHOWN ON DRAWINGS AND MAY OR MAY NOT BE
IDENTICAL WITH THE DESCRIPTION OF THE LAND ON WHICH PROJECT IS TO BE BUILT.
DEFINITIONS
TYPICAL MOUNTING HEIGHTS
ADA AMERICANS WITH DISABILITIES ACT
AFF ABOVE FINISH FLOOR
B.O. BOTTOM OF
CMU CONCRETE MASONRY UNIT
CONC. CONCRETE
CONT. CONTINUOUS
D.O.T. DEPARTMENT OF TRANSPORTATION
DIA DIAMETER
EIFS EXTERIOR INSULATED FINISH SYSTEM
EQ EQUAL
FRP FIBERGLASS REINFORCED PANEL
G.C. GENERAL CONTRACTOR
IBC INTERNATIONAL BUILDING CODE
MAX MAXIMUM
MIN MINIMUM
NIC NOT IN CONTRACT
O.C. ON CENTER
P.O.S. POINT OF SALE
SIM SIMILAR
SPEC SPECIFICATION
SS STAINLESS STEEL
T.O. TOP OF
TYP TYPICAL
U.N.O. UNLESS NOTED OTHERWISE
W/ WITH
1. ALL INTERIOR WALLS TO WRAPPED WITH 5/8" GYPSUM WALL BOARD, TAPED, FILLED,
AND FINISHED AS PER ROOM FINISH SCHEDULE AND OWNER.
2. ALL PRODUCTS ON THIS PROJECT SHALL BE INSTALLED PER MANUFACTURER'S
REQUIREMENTS AND SPECIFICATIONS.
ACCESSIBLE SIGNAGE
GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
10/09/20
H
H
33
2 2
1 1
E
E
D
D
C
C
A
A
B
B
F
F
2.1 2.1
2.2 2.2
02.7202.03
02.03
02.03
02.08
02.05
02.08
TYP.
02.29
02.09
02.09
02.73
02.08
02.08
02.08
02.10
02.07
02.10
02.74
02.16
02.76
02.16
02.76
02.0702.07
02.11
02.11
103
MEN'S
102
WOMEN'S
113
ELECTRICAL
ROOM
112
STORAGE
105
DELI PREP
101
RETAIL
111
35°
BEVERAGE
COOLER
110
30° BEER
COOLER
109
OFFICE
106
KITCHEN
SERVICE
107
35° STOR
COOLER
108
-10°
FREEZER
02.1102.1102.11
02.11
02.01
02.12
02.11
02.79
02.80
02.12
02.81
02.86
02.13
02.79
02.86
02.08
G
G
02.01
02.01
02.09
02.01
02.16
02.79
02.91
02.13
02.91
02.86
02.79
02.09
02.01
02.06
02.82
115
STORAGE
104
EXIT
HALLWAY
02.09
02.01
02.01
02.08
02.82
02.82
02.105
02.105
V.I.F.
2' - 0"V.I.F.10' - 0"02.85
02.12 15' - 9 7/8"2' - 8 1/2"8' - 1 5/8"7' - 1 1/2"4' - 2 1/2"2' - 8 1/2" 7' - 0"14' - 1 3/4"
6' - 4 3/4" 2' - 7 3/8" 8' - 2 3/8"3' - 2"6' - 0"02.09
02.10
02.78
02.80
02.01
02.02
02.78
02.78
02.07
02.07
02.12
02.74
02.16
02.12
02.82
02.82
02.03
02.78
4' - 4 3/8"
02.09
02.78
GENERAL NOTES
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS, MATERIALS, FINISHES,
AND DIMENSIONS BEFORE AND AFTER DEMOLITION.
2. CONTRACTOR TO PROTECT ALL ITEMS TO REMAIN FROM DAMAGE.
3. SEE STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL
DEMOLITION.
4. AT WALL TRANSITION FROM NEW TO EXISTING WALLS PATCH, REPAIR AND/OR
REPLACE GYP. BOARD AS REQUIRED TO PROVIDE FLUSH TRANSITION BETWEEN
NEW AND EXISTING SURFACES.
5. PATCH / REPAIR / PREP WALLS AS NECESSARY TO RECEIVE NEW PAINT AT
LOCATIONS WHERE EQUIPMENT WAS REMOVED.
6. ALL DIMENSIONS TO EXISTING WALLS ARE TO FACE OF FINISH, U.N.O.
PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY: APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSIO N
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/8/2020 11:29:31 AMDEMOLITION
FLOOR PLAN
2020020.47
FINAL DRAWINGS 07/10/20
MA AC
TYPE B REMODEL
AD.01MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #40502.81 REMOVE EXISTING COUNTER. BASE MILLWORK TO REMAIN. PREP FOR NEW
COUNTERTOP
02.82 NO WORK IN THIS AREA
02.85 HATCHED AREA INDICATES APPROXIMATE CONCRETE SLAB TO BE SAW CUT AND
REMOVED FOR NEW POWER FROM EXISTING J-BOX IN WALL TO NEW MILLWORK. GC
TO FIELD VERIFY LOCATION OF J-BOX AND COORDINATE LOCATION OF TRENCHING.
SEE STRUCTURAL DRAWINGS FOR SLAB PATCHING REQUIREMENTS
02.86 REMOVE EXISTING FLOORING AND ADHESIVES TO SLAB. PREP FOR NEW TILE
INSTALLATION
02.91 REMOVE EXISTING VANITY AND SINK. MAINTAIN CONNECTION FOR NEW
02.105 REMOVE EXISTING DOOR, FRAME AND HARDWARE. PREP OPENING TO RECIEVE NEW
FRAME.
02.72 REMOVE EXISTING DOOR, FRAME AND HARDWARE. INFILL WITH WALL STRUCTURE
AND FINISH TO MATCH ADJACENT
02.73 EXISTING HOOD TO REMAIN
02.74 REMOVE WALL TILE IN RESTROOMS. REPAIR OR REPLACE SUBSTRATE AS REQUIRED.
PREP WALLS TO RECEIVE NEW TILE AND GRAPHIC
02.76 EXISTING TOILETS/URINAL TO BE REUSED. DISCONNECT/TAKE DOWN AND PROTECT
FOR NEW WALL AND FLOOR FINISH INSTALLS. RECONNECT/REINSTALL IN SAME PLACE
02.78 HATCHED AREA INDICATES APPROXIMATE CONCRETE SLAB TO BE SAW CUT AND
REMOVED FOR NEW UTILITIES. FIELD VERIFY EXTENTS AND COORDINATE WITH
PLUMBING DRAWINGS. SEE STRUCTURAL DRAWINGS FOR SLAB PATCHING
REQUIREMENTS
02.79 REMOVE EXISTING BASE. CLEAN AND PREP FOR NEW
02.80 REMOVE EXISTING ROOF TOP ICEMAKER CONDENSER. PATCH AND REPAIR ROOF AS
REQUIRED TO ENSURE WATER TIGHT
02.08 REMOVE EQUIPMENT. SEE PLUMBING & ELECTRICAL DRAWINGS FOR ADDITIONAL
DEMO SCOPE. COORDINATE REMOVAL WITH OWNER
02.09 REMOVE MILLWORK IN ITS ENTIRETY AS WELL AS ALL EQUIPMENT/FIXTURES ATOP OR
INSIDE MILLWORK. COORDINATE EQUIPMENT REMOVAL WITH OWNER. COORDINATE
ELECTRICAL AND PLUMBING REMOVAL WITH NEW EQUIPMENT REQUIREMENTS
02.10 REMOVE PLUMBING FIXTURE. COORDINATE DRAIN AND WATER REMOVAL WITH NEW
PLUMBING LOCATION(S)
02.11 EXISTING WALL TO REMAIN; PROTECT DURING CONSTRUCTION
02.12 REMOVE WALL GRAPHICS IN RETAIL AREA, BEER COOLER, RESTROOMS AND EXIT
HALL; PREP WALLS FOR NEW GRAPHICS
02.13 REMOVE TOILET PARTITIONS AND ACCESSORIES
02.16 PREP FLOOR FOR NEW TILE INSTALLATION
02.29 REMOVE SHELVING FROM COOLER; COORDINATE WITH OWNER
02.01 SAW CUT AROUND EXISTING FLOOR SINK AND REMOVE EXISTING FLOOR SINK AND
CAP BELOW SLAB. FIELD VERIFY EXTENTS AND PATCH WITH CONCRETE. SEE
STRUCTURAL DRAWINGS FOR PATCHING REQUIREMENTS
02.02 SAW CUT AROUND EXISTING POWER/DATA CONDUIT AND REMOVE EXISTING POWER
AND DATA AND CAP BELOW SLAB. FIELD VERIFY EXTENTS AND PATCH WITH
CONCRETE. SEE STRUCTURAL DRAWINGS FOR PATCHING REQUIREMENTS
02.03 REMOVE GONDOLA. COORDINATE REMOVAL WITH OWNER
02.05 REMOVE COUNTERTOP AND CABINETS. COORDINATE POWER AND DATA REMOVAL
WITH NEW CASH WRAP REQUIREMENTS
02.06 REMOVE CASH WRAP RAISED PLATFORM
02.07 REMOVE WALL IN ITS ENTIRETY. WHERE REMOVED WALL INTERSECTS EXISTING WALL
TO REMAIN, PATCH REMAINING WALL TO MATCH ADJACENT WALL. RELOCATE ANY
EXISTING PLUMBING/ELECTRICAL AS REQUIRED FOR NEW LAYOUT
KEYED NOTES
SCALE:1/4" = 1'-0"1 DEMOLITION FLOOR PLAN
N
GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
10/09/20
H
H
33
2 2
1 1
E
E
D
D
C
C
A
A
B
B
F
F
2.1 2.1
2.2 2.2
02.43
TYP.
02.43
TYP.
02.43
TYP.
02.43
TYP.
02.43
02.73
103
MEN'S
102
WOMEN'S
113
ELECTRICAL
ROOM
112
STORAGE
105
DELI PREP
101
RETAIL
111
35°
BEVERAGE
COOLER
110
30° BEER
COOLER
109
OFFICE
106
KITCHEN
SERVICE
107
35° STOR
COOLER
108
-10°
FREEZER
02.43
TYP.
02.43
02.83
02.83
02.83
02.83
104
EXIT
HALLWAY
02.88
TYP.
02.44
TYP.
02.44
G
G
02.83
02.47
02.47
1' - 4 7/8"11 3/8"2' - 7 1/8"1' - 8 1/8"
02.77
02.44
02.44
115
STORAGE
02.83
02.83
02.83
02.83
02.44
08.01
TYP.
08.01 02.112
02.112
02.100
02.100
PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY: APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSIO N
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/8/2020 11:29:34 AMDEMOLITION
REFLECTED
CEILING PLAN
2020020.47
FINAL DRAWINGS 07/10/20
PR AC
TYPE B REMODEL
AD.02MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #405SCALE:1/4" = 1'-0"1 DEMOLITION REFLECTED CEILING PLAN
GENERAL NOTES
02.100 REPAIR EXISTING CEILING AS REQUIRED AT DEMOLISHED WALL.
02.112 EXISTING DOOR HEADER TO REMAIN. SUPPORT AS NECESSARY FOR NEW
OPENING LOCATION.
08.01 DASHED LINE REPRESENTS SKYLIGHT ABOVE, SEE REFLECTED CEILING PLAN
02.43 EXISTING LIGHT FIXTURE TO REMAIN; PROTECT DURING CONSTRUCTION
02.44 REMOVE LIGHT FIXTURE
02.47 EXISTING CEILING TO REMAIN
02.73 EXISTING HOOD TO REMAIN
02.77 HATCHED AREA INDICATES ACOUSTIC CEILING TILE AND GRID TO BE
REPLACED
02.83 NO CEILING WORK IN THIS AREA
02.88 REMOVE EXISTING CEILING MOUNTED KAYAKS AND SNOW BOARDS
COMPLETELY. EXISTING TREES TO REMAIN. PROTECT DURING DEMO AND
CONSTRUCTION.
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS, MATERIALS, FINISHES,
AND DIMENSIONS BEFORE AND AFTER DEMOLITION.
2. CONTRACTOR TO PROTECT ALL ITEMS TO REMAIN FROM DAMAGE.
3. SEE STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL
DEMOLITION.
4. AT WALL TRANSITION FROM NEW TO EXISTING WALLS PATCH, REPAIR AND/OR
REPLACE GYP. BOARD AS REQUIRED TO PROVIDE FLUSH TRANSITION BETWEEN
NEW AND EXISTING SURFACES.
5. PATCH / REPAIR / PREP WALLS AS NECESSARY TO RECEIVE NEW PAINT AT
LOCATIONS WHERE EQUIPMENT WAS REMOVED.
6. ALL DIMENSIONS TO EXISTING WALLS ARE TO FACE OF FINISH, U.N.O.
N
KEYED NOTES
GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
10/09/20
H
H
33
2 2
1 1
E
E
D
D
C
C
A
A
B
B
F
F
2.1 2.1
2.2 2.21' - 2 1/2"V.I.F.5' - 11"HOLD
19' - 8 1/8"4 3/4"3' - 0"6' - 9 5/8"
D3
D3
E3
12' - 9 3/8"
06.29
05.72
103
MEN'S
102
WOMEN'S
113
ELECTRICAL
ROOM
112
STORAGE
105
DELI PREP
101
RETAIL
111
35°
BEVERAGE
COOLER
110
30° BEER
COOLER
109
OFFICE
106
KITCHEN
SERVICE
107
35° STOR
COOLER
108
-10°
FREEZER
6' - 2 3/8"3' - 0 1/4"7' - 7 5/8"05.73
ALIGN
G
G
09.13
D62' - 9 5/8"
E3
D3
3' - 9"9' - 7 3/4"
C3
10' - 0"2' - 0"15' - 9 7/8"2' - 8 1/2"8' - 1 5/8"7' - 1 1/2"4' - 2 1/2"2' - 8 1/2"7' - 0"14' - 1 3/4"6' - 0"3' - 2"3' - 4 3/4"
2' - 7 3/8"1' - 10"8' - 3 1/4"5' - 10 1/8"05.63
05.63
05.63
03.14
TYP.
03.14
05.63
6' - 4 3/4"2' - 7 3/8"8' - 2 3/8"
CLEAR
11' - 4"
4' - 4 5/8"
03.14
03.14
03.14 09.2509.2509.25
09.7009.70
09.2509.2509.25
09.70
05.72
05.72
03.14
03.14
6"10' - 0 3/8"2' - 0"
12' - 3 5/8"6"2' - 0"2' - 0"3' - 10"2' - 0"PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY:APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSIO N
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/8/2020 11:28:42 AMDIMENSION FLOOR
PLAN
2020020.47
FINAL DRAWINGS 07/10/20
PR AC
TYPE B REMODEL
A1.01MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #405SCALE:1/4" = 1'-0"1 PROPOSED FLOOR PLAN
GENERAL NOTESKEYED NOTES
06.29 PARTIAL HEIGHT WALL TO BE PROVIDED AND INSTALLED BY CABINET
FABRICATOR
09.13 GYPSUM WALL BOARD WITH LEVEL 3 FINISH FOR SUEDE WALL GRAPHICS,
PAINTED P-1
09.25 TOILET PARTITION, SEE SCHEDULE. ALL PANELS TO BE 58" TALL, MOUNT TO
FLOOR/CEILING/WALL, PROVIDE BLOCKING AS REQUIRED. PARTITIONS
ADJACENT TO THE URINAL TO BE MOUNTED WITH TOP AT 60" A.F.F. MINIMUM
09.70 TOILET PARTITION, SEE SCHEDULE. END PANELS TO BE 70" TALL MOUNTED AT
0'-0" AFF, MOUNT TO FLOOR/CEILING/WALL, PROVIDE BLOCKING AS REQUIRED
03.14 HATCHED AREA INDICATES NEW CONCRETE TO MATCH EXISTING, SEE DETAILS
8, 9 AND 10/S5.10 ON STRUCTURAL DRAWINGS. PROVIDE NEW TILE TO MATCH
EXISTING. SEE AD.01 FOR DIMENSIONS.
05.63 PROVIDE STAINLESS STEEL SINK SURROUND IN CABINET AT FLOOR SINK
LOCATION, SEE DETAIL 4/A5.11. SEE PLUMBING PLANS FOR FLOOR SINK
LOCATIONS
05.72 INFILL WALL WHERE DOOR HAS BEEN REMOVED. MATCH EXISTING WALL
STRUCTURE AND FINISH
05.73 PROVIDE STAINLESS STEEL PIPE APRON (PLATE) IN CABINET AT CONDUIT
PENETRATION LOCATION. SEE DETAIL 2/A5.11. SEE PLUMBING PLANS FOR
CONDUIT LOCATIONS
GENERAL NOTES
9. ALL CORNER GUARDS TO BE MOUNTED ON THE FINISHED FLOORING. CONT.
CAULK BETWEEN THE GUARD AND FLOORING AND THE GUARD AND THE RUBBER
BASE.
10. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS. NOTIFY ARCHITECT IF
VARIATIONS IN EXISTING CONDITIONS OCCUR.
11. CONTRACTOR TO VERIFY ALL CABINETRY COLORS WITH MAVERIK PROJECT
MANAGER.
1. ALL PENETRATIONS IN CABINETRY TO BE CAULKED AND SEALED.
2. CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE CONCRETE FLOOR AND
GLASS DURING CONSTRUCTION.
3. SEE EQUIPMENT PLAN - SHEET A1.03, WALL TYPES AND PLAN ON SHEETS A1.01,
A5.01.
4. ALL GRID LINES ARE INDICATED AT EDGE OF STUD.
5. ALL DIMENSIONS TO EXISTING WALLS ARE TO FACE OF FINISH, U.N.O.
6. ALL DIMENSIONS TO NEW WALLS ARE TO FACE OF STUD, U.N.O.
7. SEE SHEET A6.03 FOR FINISH SCHEDULE.
8. PROVIDE CRACK-SUPPRESSION MEMBRANE AT ALL TILE LOCATIONS.
N
GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
10/09/20
H
H
33
2 2
1 1
E
E
D
D
C
C
A
A
A2.51
2
1
B
B
F
F
2.1 2.1
2.2 2.2
4' - 0"4' - 0"4' - 0"35' - 5 7/8"5' - 10 1/2"14' - 0 7/8"23' - 9 5/8"5' - 8 3/8"13' - 0 1/8"3' - 4 1/8"4' - 0"21' - 8"21' - 7 1/4"
103
MEN'S
CT-4
102
WOMEN'S
CT-4
104
EXIT
HALLWAY
CT-4
101
RETAIL
CT-4
112
STORAGE
113
ELECTRICAL
ROOM
105
DELI PREP
CT-2
107
35° STOR
COOLER
108
-10°
FREEZER
106
KITCHEN
SERVICE
CT-2
109
OFFICE
110
30° BEER
COOLER
CT-4
111
35°
BEVERAGE
COOLER 09.05
A4.02
1
A4.02
6
A4.02
10
A4.03
1
A4.03
10
A4.03
6
A4.03
15
ABOVE
ABOVE
ABOVE
ABOVE
ABOVE
INFILL TO
MATCH
EXISTING
10.2410.24
10.24
10.22
12
A5.11
09.05
10.02
10.02
A4.03
9
10.5110.51
10.1910.1910.19
10.5210.52
10.51
A4.01
1
06.07
06.07
06.07
06.07
06.07
06.07
G
G
10.19
10.19
115
STORAGE
CT-2
10.5210.52
06.07
06.07
06.07
A4.02
9
06.0745°45°101
06.07
102
103
10.51
10.24
PREP WALL FOR LEVEL 4 FINISH FOR PRESSURE
SENSITIVE WALL GRAPHICS, PAINTED P-1.
PROVIDE CLEAR BRA PROTECTIVE COATING OVER
GRAPHIC UP TO 30" IN EXIT HALLWAY ONLY
FRP LOCATIONS
WALL TILE LOCATIONS
CORNER GUARD LOCATIONS
PREP WALL FOR LEVEL 3 FINISH FOR SUEDE WALL
GRAPHICS, PAINTED P-1
PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY: APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSIO N
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/8/2020 11:28:49 AMREFERENCE AND
FINISH FLOOR
PLAN
2020020.47
FINAL DRAWINGS 07/10/20
PR AC
TYPE B REMODEL
A1.02MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #405SCALE:1/4" = 1'-0"1 REFERENCE FLOOR PLAN
GENERAL NOTESKEYED NOTES
10.51 CORNER GUARD, TO 10'-0" A.F.F. INSTALL CORNER BEADS OVER WALL
MATERIAL. STOP RUBBER WALL BASE AT CORNER GUARD
10.52 CORNER GUARD, TO BOTTOM OF WALL CAP
06.07 CASEWORK PROVIDED AND INSTALLED BY OWNER'S VENDOR
09.05 SLOPED TRANSITION STRIP. SCHLUTER-RENO-RAMP OR EQUAL
10.02 ADA COMPLIANT WALL MOUNTED RESTROOM SIGN, SEE SHEET G0.02 FOR
REQUIREMENTS
10.19 CORNER GUARD, TO UNDERSIDE OF SOFFIT. INSTALL CORNER GUARDS OVER
WALL MATERIAL. STOP RUBBER WALL BASE AT CORNER GUARD
10.22 CORNER GUARD, TO 7'-6" A.F.F. INSTALL CORNER BEADS OVER WALL
MATERIAL. STOP RUBBER WALL BASE AT CORNER GUARD
10.24 CORNER GUARD, TO TOP OF TILE OR FRP, INSTALL CORNER BEADS OVER WALL
MATERIAL. STOP RUBBER WALL BASE AT CORNER GUARD
GENERAL NOTES
9. ALL CORNER GUARDS TO BE MOUNTED ON THE FINISHED FLOORING. CONT.
CAULK BETWEEN THE GUARD AND FLOORING AND THE GUARD AND THE RUBBER
BASE.
10. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS. NOTIFY ARCHITECT IF
VARIATIONS IN EXISTING CONDITIONS OCCUR.
11. CONTRACTOR TO VERIFY ALL CABINETRY COLORS WITH MAVERIK PROJECT
MANAGER.
1. ALL PENETRATIONS IN CABINETRY TO BE CAULKED AND SEALED.
2. CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE CONCRETE FLOOR AND
GLASS DURING CONSTRUCTION.
3. SEE EQUIPMENT PLAN - SHEET A1.03, WALL TYPES AND PLAN ON SHEETS A1.01,
A5.01.
4. ALL GRID LINES ARE INDICATED AT EDGE OF STUD.
5. ALL DIMENSIONS TO EXISTING WALLS ARE TO FACE OF FINISH, U.N.O.
6. ALL DIMENSIONS TO NEW WALLS ARE TO FACE OF STUD, U.N.O.
7. SEE SHEET A6.03 FOR FINISH SCHEDULE.
8. PROVIDE CRACK-SUPPRESSION MEMBRANE AT ALL TILE LOCATIONS.
SYMBOL LEGEND
N
GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
10/09/20
H
H
33
2 2
1 1
E
E
D
D
C
C
A
A
103
MEN'S
109
OFFICE
104
EXIT
HALLWAY
102
WOMEN'S112
STORAGE
101
RETAIL
105
DELI PREP
106
KITCHEN
SERVICE
110
30° BEER
COOLER
111
35°
BEVERAGE
COOLER
107
35° STOR
COOLER
108
-10°
FREEZER
B
B
F
F
2.1 2.1
2.2 2.2
33
33C 21 18
72.172.1 95 96
8
8
8
7
7
15
N49
13
14 16
110
N102
N102
4 51
N63A
113
ELECTRICAL
ROOM
11.05
11.05
11.05
11.051' - 6"4' - 0"4' - 0"4' - 0"1' - 6"3' - 0"3' - 0"3' - 0"1' - 6"4' - 0"1' - 6"1' - 6"4' - 0"4' - 0"4' - 0"1' - 6"3' - 0"1' - 6"4' - 0"4' - 0"1' - 6"N31
N31
N31
N31
N31
N31
N31
TYP.
12.03
N106
N69
N71
N71
09.35
23
N69 N69
N69
N67N67
N67N67
42
42
N69
42
5151N63A
42
46
112
112
N69
N63A
N65
N63D
N66
N63D
N63D
N62
N63A
N63D
N66
N63D
N63D
N62
09.35
V.I.F.30' - 11 1/2"V.I.F.
9' - 1 3/4"
P5
2' - 8"2' - 8"
48
N110
N110
G
G
115
STORAGE
22
109
111
97 97
16
N101
N105
N109
22
20A
N33
108
99
99
N95
N95
N95
N95
11
N9
N9
N9
9C
9C
N9
N9
N9
514' - 0"1' - 6"
N63A
N50
N65
N62
N66
N50
P5
P3 P3
P2 P2
N66
N62
P2 P2 P2
N66
N62
N65
'8'
N63C
N63C
SCALE:1/4" = 1'-0"1 EQUIPMENT FLOOR PLAN
09.35 SOLID SURFACE COUNTERTOP, SEE DETAIL ON 14/A4.02 AND SEE SCHEDULE
ON SHEET A6.03
11.05 OWNER PROVIDED EQUIPMENT
12.03 TABLE/BAR SEATING
KEYED NOTES GENERAL NOTES
1. REFER TO SHEET A1.04 FOR EQUIPMENT SCHEDULE
2. SEE MECHANICAL FOR ROOF MOUNTED EQUIPMENT. REFER TO DETAIL 13/A5.11
FOR CURB DETAIL.
PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY: APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSIO N
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/8/2020 11:28:51 AMEQUIPMENT FLOOR
PLAN
2020020.47
FINAL DRAWINGS 07/10/20
PR AC
TYPE B REMODEL
A1.03MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #405N
GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
10/09/20
EQUIPMENT SCHEDULE
ITEM CountDESCRIPTION LOCATION MODEL/MFG. DIMENSIONS
SUPPLIEDINSTALLEDNOTES:
ELECTRICAL PLUMBING
NOTE:NOTES:
4 1 ICE/BEVERAGE DISPENSER DRINK WALL FLAVOR SELECT/ FS60 O V
7 2 DISPLAY WARMERS COFFEE/DRINK ISLAND HATCO GRSDS-36T 52"x24.29"x32.40"O GC
8 3 FRESH FOODS CASE HOT DOG COUNTER O GC
9C 2 BUNN DUAL THERMOFRESH COFFEE COUNTER DUAL THERMO-FRESH 21.8"x20.2"x35.7" O GC/O ELECTRICIAN TO SUPPLY AND INSTALL ELECTRICAL CORD AND CORD CAP
11 1 CAPPUCCINO MACHINE COFFEE COUNTER Bunn iMix-5S 19.3"x23.9"x34.36" O GC
13 1 CONDIMENT DROP-IN HOT DOG COUNTER RANDELL-9943SCA 43-3/8" x 26" x 27-1/2" O GC INTERNAL CONDENSER AND COMPRESSOR NEMA 5-15-PLUG REQUIRES VENTS; SEE DRAWINGS GC TO PROVIDE CUTOUT; SEE DWGS
14 1 MICROWAVE OVEN HOT DOG COUNTER SANASONIC-NE-1024 20-1/8" x 16-9/16" x 12" O GC NEMA .5-15 PORORNEMA .5-2 OR NEMA 5-15 PLUG
15 1 HOT DOG ROLLER GRILL HOT DOG COUNTER SILVERSTONE-8075S 35-1/2" x 25-3/4" x 7" O GC
16 2 NACHO MACHINE HOT DOG COUNTER GEHL DUO 18" x 17" x 35" O GC
18 1 QUIETQUBE ICE MAKER KITCHEN SERVICE HOSHIZAKI 30" x 24" x 32-7/8" O GC SITS ABOVE #4 ON SOFFIT ABOVE CONNECTED TO #18A-REMOTE CONDENSER
20A 1 OVEN/RACK COFFEE PREP NU-VU-OP-4/8M 30" X 35-1/2" X 78-1/4" O GC
21 1 ICE MAKER ( OVER BEV. DISP.) DRINK WALL N13 22R-32 SCOTSMAN PRODIGY PLUS O GC SITS ABOVE #4 (ON SOFFIT ABOVE0 CONNECTED TO #18A-REMOTE CONDENSER
22 2 FOOD PREP UNIT DELI PREP RANDELL O GC
23 1 SMART SAFE CASH WRAP SENTINAL SCD-XL & TUBE 24.25" x 24" x 40" O V NO CONNECTIONS BEHIND ONLY MOUNT CONNECTIONS TO SIDE OF UNIT (NOT BEHIND)
33 1 ICE CREAM MERCHANDISER RETAIL ZERO ZONE O GC REMOTE CONDENSER ON ROOF #33A
33C 1 ICE MAKER ( OVER BEV. DISP.) DRINK WALL N13 22R-32 SCOTSMAN PRODIGY PLUS O GC SITS ABOVE #4 (ON SOFFIT ABOVE CONNECTED TO #18A-REMOTE CONDENSER)ALWAYS ON CUSTOMERS LEFT
42 4 POS ARRAY PER PLAN O O
46 1 CIGARETTE CASE CASH WRAP VENDOR O GC
48 1 CREAMER DISPENSER COFFEE COUNTER CREAMISER MODEL400 21"x16"x29" O V
51 4 STAINLESS STEEL SINK (HAND OR BAR) PER PLAN FURNISHED BY MILLWORK GC GC SEE PLUMBING DRAWINGS
72.1 2 FROZEN CARBONATED BEV. DRINK WALL ICEE-VIPER 4 FLAV. 23" x 32.5" x 37" (or
43.7")
O GC INTERNAL CONDENSER
95 1 F'REAL DRINK WALL O GC/O
96 1 F'REAL DRINK WALL 11-CSGF-X1-FRRL O GC/O
97 2 SPEED OVEN DELI PREP AREA O GC
99 2 PIZZA OVEN DELI PREP O GC SEE ELECTRICAL PLAN
108 1 PREP TABLE DELI PREP AREA O GC
109 1 TORTILLA TABLE DELI PREP O GC
110 1 TEA BREWER COFFEE PREP RSTB / CURTIS 34.250" x 13.16" x 20.875" O GC
111 1 TORTILLA TOASTER DELI PREP AREA O GC
112 2 HAND DRYER MEN'S AND WOMEN'S RESTROOMS COLUMBIA VORTEX 9" x 12 43/64" x 7 3/32" O GC
N9 6 COFFEE CUP DISPENSER COFFEE COUNTER BUNN - 39550 MAVERIK CUSTOM O GC
N31 7 WIRE SHELVING ISS (VARIOUS SIZES,
SHAPES)
O GC
N33 1 OVERHEAD WIRE SHELF WITH BRACKET 48"x 18"x 2" O GC CONFIRM WITH OWNER'S REP.
N49 1 SNEEZE GUARD HOT DOG COUNTER MAVERIK CUSTOM O GC PLACED ABOVE EQUIPMENT NUMBER 13 OR 13.2
N50 2 BABY CHANGING STATION MEN'S AND WOMEN'S RESTROOMS O GC
N62 5 COAT HOOK MEN'S AND WOMEN'S RESTROOMS BOBRICK B-233 GC GC MOUNTED 46" AFF
N63A 5 PAPER TOWEL DISPENSER RESTROOMS CORMATIC AUTO TOWEL DISP. 14.25" x 9.1" x 15.5" O GC
N63D 6 GRAB BAR RESTROOMS BOBRICK B-6806 18", 36" OR 42" GC GC
N65 3 SANITARY NAPKIN DISPOSAL WOMEN'S RESTROOMS O GC
N66 5 TOILET PAPER DISPENSER MEN'S AND WOMEN'S RESTROOMS O GC
N67 4 UNDER COUNTER BAG RACK CASH WRAP COUNTER OWNER CUSTOM O GC
N69 6 UNDERCOUNTER CANDY RACKS SHOP CO 2" x 12" x 2" O GC
N71 2 STAINLESS STEEL TRASH CHUTE HOT DOG COUNTER OWNER CUSTOM GC GC
N95 4 SNEEZE GUARD DELI SERVICES GC GC
N101 1 4' TABLE COFFEE PREP ISS (VARIOUS SIZES,
SHAPES)
O GC CONFIRM WITH OWNER'S REP.
N102 2 TEA BREWER CONTAINER DRINK WALL O GC
N105 1 WIRE SHELF DELI PREP
N106 1 CONDIMENT RACK HOT DOG COUNTER
N109 1 LABEL MAKER DELI PREP
N110 2 FLAVOR SHOT RACK COFFEE COUNTER
PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY: APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSIO N
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/8/2020 11:28:52 AMEQUIPMENT
SCHEDULE
2020020.47
FINAL DRAWINGS 07/10/20
PR AC
TYPE B REMODEL
A1.04MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #405GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
10/09/20
H
H
33
2 2
1 1
E
E
D
D
C
C
A
A
103
MEN'S
109
OFFICE
104
EXIT
HALLWAY
102
WOMEN'S
105
DELI PREP
106
KITCHEN
SERVICE
110
30° BEER
COOLER
111
35°
BEVERAGE
COOLER
101
RETAIL
112
STORAGE
108
-10°
FREEZER
107
35° STOR
COOLER
10.46
09.59
B
B
F
F
2.1 2.1
2.2 2.2
113
ELECTRICAL
ROOM
TYP.
26.04
09.47
05.02
10.54
10.45 12
A5.11
09.60
09.60
09.60
3' - 0"10' - 6 3/8"
BELOW
02.83
02.83
G
G
09.60
115
STORAGE
P-7
P-7
P-7
09.36
09.36
09.36
ACT-1
09.01
09.61
02.83
02.83
02.83
P-7
02.83
10.45
02.83
02.83
09.71
09.71
2x4 LAY-IN LIGHT FIXTURE; SEE ELECTRICAL
2x4 FIXTURE, EMERGENCY LIGHT; SEE
ELECTRICAL
LINEAR LIGHT FIXTURE, SEE ELECTRICAL
RECESSED LIGHT FIXTURE
WALL SCONCE: SEE ELECTRICAL
4'-0" SURFACE MOUNTED LIGHT FIXTURE COOLER VAPOR PROOF LIGHT;
SEE ELECTRICAL SCHEDULE
EXIT LIGHTING
SUPPLY AND RETURN AIR
VENTS
SKYLIGHT; SEE ROOF PLAN
4'-0" SURFACE MOUNTED EMERGENCY
LIGHT FIXTURE
4'-0" SURFACE MOUNTED LIGHT FIXTURE
SCALE:1/4" = 1'-0"1 REFLECTED CEILING PLAN
09.71 PROVIDE NEW HEADER AT NEW DOOR LOCATION
10.45 43" MENU MONITORS, (BY OWNER) AND CEILING MOUNTED BRACKET; SEE
DETAILS 8 & 9 ON SHEET A5.11
10.46 75" MONITOR, (PROVIDED BY OWNER) AND CEILING MOUNTED BRACKET; SEE
DETAILS 10 & 11 ON SHEET A5.11
10.54 MONITOR, (BY OWNER) IN FOUNTAIN MACHINE
26.04 NEW LIGHT FIXTURE, SEE ELECTRICAL PLANS
02.83 NO CEILING WORK IN THIS AREA
05.02 METAL SOFFIT PANEL, COLOR C-2 BRITE RED. PROVIDE STRAPPING AS
REQUIRED
09.01 SCHEDULED CEILING, INSTALL SUSPENDED CEILING BRACING SEE DETAIL
6/A5.11
09.36 PAINT EXISTING CEILING. SEE SCHEDULE ON SHEET A6.03
09.47 HEADER, PAINT P-7, SEE SCHEDULE ON SHEET A6.03
09.59 PAINT EXISTING OPEN CEILING (STRUCTURE, DECK, DUCTWORK). SEE
SCHEDULE ON SHEET A6.03
09.60 REPAINT ANY AND ALL LIGHTS THAT HAVE PREVIOUSLY BEEN PAINTED TO
MATCH CEILING. SEE SCHEDULE ON SHEET A6.03 FOR NEW PAINT COLOR
09.61 SEE DETAIL 5/A5.11 FOR SUSPENDED CEILING TILE AT WALL
KEYED NOTES SYMBOLS (EXISTING, U.N.O.)
PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY: APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSIO N
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/8/2020 11:28:55 AMREFLECTED
CEILING PLAN
2020020.47
FINAL DRAWINGS 07/10/20
PR AC
TYPE B REMODEL
A1.05MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #405N
GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
10/09/20
05.67 09.1310.45
09.20
10.11
09.35
10.11
OPEN
BEYOND
10.45
06.07
09.5810.46
06.07
10.54
09.13 09.13
09.20
09.58
09.58
10.11
TYP.
09.16
10.11
09.20
26.09
PLAN VIEW
8 3
8
WALL TYPE STUD SIZE
3 5/8"5/8"5/8"D3
WALL WIDTH
4 7/8"StudSize1
5
TYP
2
SECTION VIEWTYP6" MIN.WALL WIDTH
VARIES WITH STUD SIZE
3
9
88
Type - D
Typical Metal
Stud Wall
5
10
WALL TYPE STUD SIZE WALL WIDTH
E3 3 5/8"4 7/8"
16
SECTION VIEW
PLAN VIEW
6
178
14
6
17
18
13
12
1 1/2"
1 1/2"3"
3/16"
8
8
9"
13
14
Type - E
Partial Height Wall
WALL WIDTH
VARIES WITH STUD SIZE 3/4" FOR WALL HEIGHTSEE FLOOR PLANAND INTERIOR ELEVATIONS10
3/4"2"3/4"4 4
3
PLAN VIEW
3
8
WALL TYPE STUD SIZE
3 5/8"5/8"C3
WALL WIDTH
4 1/4"
1
5
TYP
2
SECTION VIEWTYP6" MIN.WALL WIDTH
VARIES WITH STUD SIZE
3
9
8
Type - C
Typical Metal
Stud Wall
5
4 4
6"D6 7 1/4"R.O.FIN. FLOOR
DOOR FRAME BEYOND
FIXED FLOOR ANCHOR
IN JAMB BEYOND
TILE FLOORING
CONCRETE SLAB
LEVEL, GROUTED
TRANSITION BETWEEN
TILES
DOUBLE STUD ALL DOOR
JAMBS (CONTINUE TO
AND FASTEN TO JOIST OR
UNISTRUT ABOVE
VARIES
COUNTER SUNK FLAT
HEAD SCREWS
1/2"2" 5/8"R.O.PT. HARDWOOD SHIM AT PIN
ASSEMBLY ATTACHMENT
POINTS AS REQUIRED
DOUBLE METAL FRAMING
HEAD
VARIES
1/2"2" 5/8"R.O.PT. HARDWOOD SHIM AT PIN
ASSEMBLY ATTACHMENT
POINTS AS REQUIRED
STUD TRACK
HEAVY GAUGE TRACK
(18 GAUGE MINIMUM)
DOOR FRAME
SCALE:1/4" = 1'-0"1 RETAIL ELEVATION - RIGHT
SCALE:1/4" = 1'-0"2 RETAIL ELEVATION - BACK
WALL TYPE KEYED NOTES
05.67 STEEL AWNING, PAINTED TO MATCH BRITE RED, SEE DETAIL 12 ON SHEET A5.11
AND SCHEDULE ON SHEET A6.03
06.07 CASEWORK PROVIDED AND INSTALLED BY OWNER'S VENDOR
09.13 GYPSUM WALL BOARD WITH LEVEL 3 FINISH FOR SUEDE WALL GRAPHICS, PAINTED
P-1
09.16 PLASTIC LAMINATE CABINET, SEE SCHEDULE ON SHEET A6.03
09.20 RUBBER BASE, SEE SCHEDULE ON SHEET A6.03
09.35 SOLID SURFACE COUNTERTOP, SEE DETAIL ON 14/A4.02 AND SEE SCHEDULE ON
SHEET A6.03
09.58 HATCHED WALL INDICATES NEW WALL TO RECEIVE NEW PAINT / GRAPHICS AS
INDICATED
10.11 SS CORNER GUARD, SEE SHEET A1.02 FOR LOCATIONS
10.45 43" MENU MONITORS, (BY OWNER) AND CEILING MOUNTED BRACKET; SEE DETAILS
8 & 9 ON SHEET A5.11
10.46 75" MONITOR, (PROVIDED BY OWNER) AND CEILING MOUNTED BRACKET; SEE
DETAILS 10 & 11 ON SHEET A5.11
10.54 MONITOR, (BY OWNER) IN FOUNTAIN MACHINE
26.09 MICROPHONE, SEE ELECTRICAL
PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY: APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSIO N
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/8/2020 11:29:00 AMINTERIOR
ELEVATIONS &
WALL TYPES
2020020.47
FINAL DRAWINGS 07/10/20
PR AC
TYPE B REMODEL
A2.51MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #4051. LINE OF ROOF DECK AS OCCURS.
2. TO ACCOMMODATE FOR STRUCTURE DEFLECTION, PROVIDE SLIP CONNECTION
BETWEEN TOP RUNNER TRACK AND METAL STUD FRAMING.
3. METAL STUDS, 20 GA STRUCTURAL (33 MILS) AT 16" O.C, U.N.O. BASED ON WALL
TYPES INDICATED IN FLOOR PLAN, PROVIDE STUD SIZE AS INDICATED IN WALL
TYPES WITH TRACK RUNNERS AT TOP AND BOTTOM. FOR STUD FRAMING AROUND
DOOR AND WINDOW OPENINGS.
4. EXTEND GYPSUM BOARD TO ROOF DECK IN PUBLIC AREAS WHERE THERE IS NO
CEILING. CUT GYPSUM BOARD TO FILL FLUTES OF ROOF DECK, WHERE APPLICABLE.
5. LINE OF CEILING AS OCCURS SEE REFLECTED CEILING PLAN.
6. 3/8" THICK STEEL PLATE WITH 4-1/2" DIA. HILTI-HY200 EPOXY ANCHORS WITH
2-3/8" HILTI-HIT -Z ANCHORS. EMBED INTO CONCRETE 2-3/8"
7. NOT USED.
8. GYPSUM BOARD, 5/8" THICK, U.N.O, ATTACHED TO METAL STUD FRAMING. SEE
GENERAL NOTE 'B'.
9. ANCHOR BASE TRACK TO CONCRETE FLOOR BELOW.
10. LINE OF FLOOR.
11. NOT USED.
12. METAL STUDS 16GA STRUCTURAL (35 MIL) AT 16" O.C. PROVIDE RUNNERS AT TOP
AND BOTTOM. ATTACH TOP RUNNER TO PLYWOOD AND VERTICAL STEEL POST.
13. PROVIDE 1/4" RADIUS ROUNDED EDGE, CONTINOUS.
14. STOP STUD RUNNER AT BASE PLATES.
15. NOT USED.
16. WALL CAP. SOLID SURFACE MATERIAL ATTACHED TO WALL BELOW.
17. TUBE STEEL 3" x 3" x 3/16" AT 6'- 0" O.C.
INTERIOR ELEVATIONS KEYED NOTES
GENERAL NOTES
A. CONTRACTOR SHALL VERIFY ITEMS LIKE SEMI OR FULLY RECESSED MISCELLANEOUS
BOXES, PANELS, PLUMBING LINES, CONDUITS, PIPES, ETC. THAT ARE CONCEALED IN
THE WALL. IF 3-5/8" METAL STUD ARE INADEQUATE, CONTRACTOR SHALL NOTIFY
THAT ARCHITECT AND USE 6" STUDS. COORDINATE WITH ALL THE CONSULTANT
DRAWINGS PRIOR TO WALL CONSTRUCTION AND USE 6" OR 8", 20 GAUGE METAL
STUDS FOR FRAMING IN LIEU OF 3-5/8" METAL STUDS.
B. USE 5/8" MOISTURE RESISTANT GYPSUM WALL BOARD IF CERAMIC OR PORCELAIN
WALL TILES ARE INDICATED IN THE FINISH SCHEDULES AS WALL FINISH. MOISTURE
RESISTANT GYPSUM WALL BOARD SHALL EXTEND FROM FINISHED FLOOR TO HEIGHT
OF TILE. 5/8" WATER RESISTANT GYPSUM BOARD TO BE USED ABOVE TILE HEIGHT IN
RESTROOMS.
C. PROVIDE CONTROL JOINT WHEN LENGTH OF GYPSUM BOARD EXCEEDS 50' IN ONE
DIRECTION OR AS DIRECTED BY ARCHITECT. COORDINATE WITH ARCHITECT FOR
CONTROL JOINT LOCATIONS. WHEN GYPSUM BOARD IS ATTACHED VERTICALLY, USE
1" LONG #6 DRYWALL SCREWS TO EACH STUD. SCREWS ARE 8" O.C. AT PERIMETER
AND 12" AT INTERMEDIATE STUD. WHEN GYPSUM BOARD IS ATTACHED
HORIZONTALLY TO STUDS, HORIZONTAL JOINTS SHALL BE STAGGERED WITH THOSE
ON THE OPPOSITE SIDE. SCREWS FOR HORIZONTAL APPLICATION SHALL BE 8" O.C.
AT VERTICAL EDGES AND 12" O.C. AT INTERMEDIATE STUDS.
D. SEE DIMENSION FLOOR PLAN FOR WALL TYPES USED IN THIS PROJECT.
GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
DOOR SCHEDULE
DOOR
NUMBE
R ROOM
DOORS FRAME
HARDWARE
GROUP COMMENTSWIDTH HEIGHT TYPE MATERIAL FINISH TYPE MATERIAL HEAD JAMB SILL
101 RETAIL 3' - 0" 7' - 0" ULTRA LITE SS STAINLESS
STEEL
STAINLESS
STEEL
ULTRA LITE SS WELDED HM 5/A2.51 4/A2.51 3/A2.51 BY MANUF PROVIDE SPRING GUARD,
VISION PAINE, AND RUBBAIR
DOOR STOP
102 WOMEN'S 3' - 0" 7' - 0" - - - - WELDED HM 5/A2.51 4/A2.51 3/A2.51 - IN EX. OPNG.
103 MEN'S 3' - 0" 7' - 0" - - - - WELDED HM 5/A2.51 4/A2.51 3/A2.51 - IN EX. OPNG.
SCALE:1 1/2" = 1'-0"3 DOOR SILL - INTERIOR
SCALE:1 1/2" = 1'-0"4 DOOR JAMB - INTERIOR
SCALE:1 1/2" = 1'-0"5 DOOR HEAD - INTERIOR
10/09/20
103
MEN'S
104
EXIT
HALLWAY
102
WOMEN'S
4' - 0"
10.05
10.47
A4.01
5
6
2
3
2' - 4"A4.01
7
8
9
10
A4.01 4
10.44
10.29
10.28
10.1410.14
10.144' - 0"CLEAR
4' - 10 5/8"
10.05
10.47
10.44
10.28
10.1410.14
10.14 1' - 10"1' - 10"22.06
6' - 4"
09.69
09.69
10.13
CLEAR
4' - 6 5/8"
10.13
22.06
CLEAR2' - 6"1' - 3"3' - 0"
CLEAR
2' - 6"
CLEAR
2' - 6"
CLEAR
2' - 8"
2' - 7"2' - 8"6' - 3 7/8"V.I.F.8' - 2 7/8"3' - 6"4' - 7 7/8"2' - 8"2' - 0"2' - 6"
10.28
10.44
11.12
2' - 8"3' - 0"
CLEAR
2' - 6"
CLEAR
2' - 9"
CLEAR
2' - 9"
11.12
10.29
10.28
10.44
2' - 8 1/2"2' - 10"6' - 0 3/8"4' - 8 1/2"3' - 6"V.I.F.8' - 3 3/4"3' - 0" MIN11.13
11.13 10.29
10.28
10.44
TYP.
10.29
TYP.
10.28
6"36"
09.13
10.1410.14
7' - 2"09.2509.2509.2509.70
2' - 10"11.13
11.12
09.02
OPEN
7" - 9"
12" MAX.42"40"18" MIN.40"10.1410.14
10.2910.287' - 2"10.13
3' - 7" 18"09.13
09.02
10.05
09.13
09.02
3' - 5 1/4"7' - 2"09.25
10.13
10.05
10.47
09.02
3' - 6"09.13
09.70
09.25
1/4"
CLEAR
4' - 8 1/2"1"
10.28
10.29
09.25
1' - 0"09.25
10.05
09.02
09.13
7' - 2"3' - 5 1/4"10.13
11.12
42"12"
40"40"18" MIN.7" - 9"
10.1410.14
10.28
09.02
09.13
7' - 2"3' - 7"10.13
34"18"3' - 0"6"
10.1410.14
TYP.
10.28
09.13
34"7' - 2"09.02
09.2509.2509.25 09.70
OPEN
10.47
09.02
09.70
09.13
11.13
11.12
PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY: APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSIO N
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/8/2020 11:29:10 AMENLARGED
RESTROOM PLAN
AND ELEVATIONS
2020020.47
FINAL DRAWINGS 07/10/20
Author Approver
TYPE B REMODEL
A4.01MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #405SCALE:1/2" = 1'-0"1 ENLARGED RESTROOM PLAN
SCALE:1/4" = 1'-0"2 WOMEN'S ELEVATION
SCALE:1/4" = 1'-0"3 WOMEN'S ELEVATION
SCALE:1/4" = 1'-0"5 WOMEN'S ELEVATION
SCALE:1/4" = 1'-0"6 WOMEN'S ELEVATION
SCALE:1/4" = 1'-0"4 TOILET STALL ELEVATION - NON ADA
KEYED NOTES
09.02 WALL TILE, SEE SCHEDULE ON SHEET A6.03
09.13 GYPSUM WALL BOARD WITH LEVEL 3 FINISH FOR SUEDE WALL GRAPHICS,
PAINTED P-1
09.25 TOILET PARTITION, SEE SCHEDULE. ALL PANELS TO BE 58" TALL, MOUNT TO
FLOOR/CEILING/WALL, PROVIDE BLOCKING AS REQUIRED. PARTITIONS
ADJACENT TO THE URINAL TO BE MOUNTED WITH TOP AT 60" A.F.F. MINIMUM
09.69 NEW FRAME TO BE PAINTED BLACK FOX, SW #7020
09.70 TOILET PARTITION, SEE SCHEDULE. END PANELS TO BE 70" TALL MOUNTED AT
0'-0" AFF, MOUNT TO FLOOR/CEILING/WALL, PROVIDE BLOCKING AS REQUIRED
10.05 ELECTRIC HAND DRYER. SEE EQUIPMENT PLAN & SCHEDULE
10.13 BABY CHANGING STATION, SURFACE MOUNT, PROVIDE BLOCKING AS
REQUIRED
10.14 GRAB BARS, BLOCK AS REQUIRED
10.28 TOILET PAPER DISPENSER
10.29 SANITARY NAPKIN DISPOSAL
10.44 COAT HOOK
10.47 PAPER TOWEL DISPENSER, BY OWNER
11.12 SOAP DISPENSER
11.13 MIRROR
22.06 SINK, SEE PLUMBING DRAWINGS
GENERAL NOTES
1. CAULKING AROUND FLOOR SINKS, TOILETS, URINALS, MOP SINKS, ETC. SHALL BE
WHITE SILICON - BASE PLUMBING CAULK.
2. GENERAL CONTRACTOR RESPONSIBLE FOR WOOD BLOCKING FOR ALL PARTITIONS,
GRAB BARS, MIRRORS, EQUIPMENT (PAPER TOWEL DISPENSER, SOAP, ETC.) AND
PLUMBING FIXTURES.
3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHTS.
4. EQUIPMENT TO BE PROVIDED BY OWNER AND RECEIVED, STORED AND INSTALLED
BY CONTRACTOR.
5. SEE EQUIPMENT PLAN AND SCHEDULE FOR SPECIFICATIONS.
SCALE:1/4" = 1'-0"7 MEN'S ELEVATION
SCALE:1/4" = 1'-0"8 MEN'S ELEVATION
SCALE:1/4" = 1'-0"9 MEN'S ELEVATION
SCALE:1/4" = 1'-0"10 MEN'S ELEVATION
GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
10/09/20
2"1/2"1/2"1/2"1"1/2"3/4"
09.35
06.24
09.16
09.44
1 3/4"1"1/2"09.35
06.24
09.44
1/2"
A4.02
A4.02
A4.02
2
2' - 10 1/8"1' - 11 1/4"8' - 7"1' - 11 1/4"2' - 7 1/2"2' - 3 3/8"3' - 6 7/8"1' - 4 1/2"3' - 5 3/4"3' - 6 7/8"10' - 10 1/2"3' - 5 3/4"
17' - 11 1/8"5' - 10 1/4"4' - 10 1/4"1' - 11 1/4"1' - 0"1' - 11 1/4"3
5
A4.02
4
11.09
TYP.
11.05
09.48
14
A4.02
26.09
2' - 7 1/2"ANGLED 2' - 1 1/2"1' - 0 7/8"2' - 2 3/4"1' - 0 7/8"2' - 1 1/2"ANGLED 2' - 7 1/4"
17' - 8 5/8"
11.1111.09 09.48
09.20
09.16
2' - 10"CASH DRAWERCASH DRAWER CASH DRAWER CASH DRAWER
ANGLED ANGLED
4' - 6 3/8"2' - 10"11.05
09.48
09.16
09.20
2' - 1 1/2"ANGLED
5' - 7 3/8"
09.16
09.48
09.20
6"2' - 2 1/2"1 1/2"2' - 10"11.05
ANGLED6"4' - 1 1/2"1' - 7"4' - 1 1/2"6"ANGLED
17' - 8 5/8"2' - 10"11.05 11.0511.0511.05
09.48
09.16
09.20
11.0511.05 11.0511.05 11.0511.05
19' - 4"3' - 0"A4.02
7
10.47
09.35
15
A4.02
TYP.
2"1' - 8"1' - 8"1' - 8"1' - 11"1' - 8"1' - 8"1' - 8"1' - 8"1' - 9 1/2"1' - 9 1/2"1' - 10"2"
19' - 4"
09.35
09.16
09.20
TYP.
09.224"2"2' - 2"6"2' - 10"TRASH
A4.0211
A4.02 12
6"
2' - 6"1' - 9"6' - 2 3/8"2' - 11"7' - 1 5/8"3' - 0"2' - 11"
TRASH
09.24 09.24
09.20
09.20 1 1/2"2' - 2 1/2"6"2' - 10"09.16
09.35
TYP.
11.10
7' - 1 5/8"2' - 11"6' - 2 3/8"
09.3509.35
09.16
09.2009.20
09.16
09.63
09.37
4"1' - 8"6"1' - 2 5/8"1' - 1 7/8"1 1/2"3' - 7"1 1/2"1' - 0"3' - 8 1/2"09.20
09.16
09.3509.35
TYP.
11.10
16' - 2 7/8"4"1 1/2"2' - 2 1/2"6"2' - 10"2 3/4"
2' - 10 1/2"
2 3/4"
3' - 4"
09.63
09.16
09.20
A4.02
8
10.47
2' - 2"3' - 6"
KEYED NOTES
06.24 PLYWOOD BACKING, BY COUNTERTOP FABRICATOR
09.16 PLASTIC LAMINATE CABINET, SEE SCHEDULE ON SHEET A6.03
09.20 RUBBER BASE, SEE SCHEDULE ON SHEET A6.03
09.22 PLASTIC LAMINATE PANEL, SEE SCHEDULE ON SHEET A6.03
09.24 FIBERGLASS REINFORCED PANEL (FRP-1), SEE SCHEDULE ON SHEET A6.03
09.35 SOLID SURFACE COUNTERTOP, SEE DETAIL ON 14/A4.02 AND SEE SCHEDULE
ON SHEET A6.03
09.37 P-LAM ADJUSTABLE SHELF, SEE SCHEDULE ON SHEET A6.03
09.44 SOLID SURFACE EDGE (SS-1) WITH 1/8" FILLET ON TOP EDGES
09.48 SOLID SURFACE COUNTERTOP, SEE DETAIL ON 13/A4.02 AND SEE SCHEDULE
ON SHEET A6.03
09.63 STAINLESS STEEL COUNTERTOP
10.47 PAPER TOWEL DISPENSER, BY OWNER
11.05 OWNER PROVIDED EQUIPMENT
11.09 SAFE #23, COORDINATE STUB UP TO BE NEXT TO EQUIPMENT (NOT BEHIND)
SEE ELECTRICAL
11.10 SNEEZE GUARD, PROVIDED AND INSTALLED BY MILLWORK VENDOR
11.11 UNDERCOUNTER BAG DISPENSER PROVIDED BY OWNER, INSTALLED BY
CONTRACTOR
26.09 MICROPHONE, SEE ELECTRICAL
SCALE:6" = 1'-0"14 COUNTERTOP EDGE DETAIL
PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY: APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSIO N
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/8/2020 11:29:15 AMENLARGED RETAIL
PLANS &
ELEVATIONS
2020020.47
FINAL DRAWINGS 07/10/20
PR AC
TYPE B REMODEL
A4.02MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #405SCALE:6" = 1'-0"15 SOLID SURFACE COUNTERTOP DETAIL
GENERAL NOTES
1. ALL MILLWORK AT WET LOCATIONS TO BE CONSTRUCTED WITH STYLELITE PANELS
(BOTTOM OF GARBAGE, BOTTOM OF CABINETS WITH PENETRATIONS, SINK
CABINETS).
SCALE:1/2" = 1'-0"1 CASH WRAP COUNTER PLAN
SCALE:1/2" = 1'-0"2 CASH WRAP ELEVATION
SCALE:1/2" = 1'-0"5 CASH WRAP ELEVATION
SCALE:1/2" = 1'-0"3 CASH WRAP ELEVATION
SCALE:1/2" = 1'-0"4 CASH WRAP ELEVATION
SCALE:1/2" = 1'-0"6 DRINK WALL COUNTER PLAN
SCALE:1/2" = 1'-0"7 DRINK WALL ELEVATION
SCALE:1/2" = 1'-0"10 DELI COUNTER PLAN
SCALE:1/2" = 1'-0"11 DELI ELEVATION
SCALE:1/2" = 1'-0"12 DELI ELEVATION
SCALE:1/2" = 1'-0"8 SINK ELEVATION
SCALE:1/2" = 1'-0"9 KITCHEN SERVICE SINK PLAN
GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
10/09/20
4 ' - 9 3 /8 "5' - 1 1/4"A4.03
16
A4.03
17
A4.03
18
09.48
TYP.
11.05
11.05
09.22
2' - 4 3/4"5"2' - 3"2"2' - 2"2' - 10"09.20
09.16
09.48
09.22
1' - 6 1/8"1' - 7 1/8"1' - 6 1/8"
4' - 7 3/8"
TRASH2"2' - 3"5"2' - 10"09.20
09.16
09.48
09.22
5' - 1"5"2' - 3"2"2' - 10"09.20
09.16
09.48
09.22
1' - 6 1/8"1' - 7 1/8"1' - 6 1/8"
4' - 7 3/8"
1 ' - 6 "
8 ' - 1 1 "
1 ' - 6 "
1 1 ' - 1 1 "1' - 6"2' - 6"1' - 6"5' - 6"09.48
TYP.
11.05
A4.03
4
A4.03
5
A4.03
A4.03
7
8
A4.03
11
A4.03
A4.03
12
13
4' - 0"7' - 0"EQEQ5' - 0"
09.22
11.05
09.48
A4.03 2
A4.03
3
11.05
TYP.
11.05
TYP.
11.05
10.47
2' - 6"13' - 6"11.05
TRASH
6"2' - 2"6"2' - 2"2"4"2' - 10"1"1' - 6"1' - 8"1' - 8"1' - 8"1' - 9"1' - 8"1' - 8"1' - 9"1"
13' - 6"
09.35
10.47
09.206"2' - 4"4"10.47
09.20
09.35
09.16
2' - 5"
1' - 5 1/2"1' - 5 1/2"1' - 6 1/4"1' - 3"2' - 8 1/2"5"ANGLED1 1/2"2' - 2 1/2"6"2' - 10"09.2309.23
09.48
09.16
09.20
6"2' - 2 1/2"1 1/2"2' - 10"2' - 4 3/4"
09.48
09.16
09.20
11.05
09.23
ANGLED ANGLED
5' - 3"
8' - 9 3/4"6"2' - 2 1/2"1 1/2"2' - 10"09.16
09.48
09.20
11.05
ANGLED
11' - 8"
ANGLED2' - 4 3/4"
11.05
6"2' - 2 1/2"1 1/2"2' - 10"ANGLED ANGLED
5' - 3"
09.48
09.16
09.20
09.23
6' - 10"
1' - 4"1' - 4"1' - 6"1' - 4"1' - 4"5"2' - 3"2"2' - 10"09.22
09.48
09.16
09.202' - 2"2"2' - 3"5"2' - 10"1' - 4"1' - 4"1' - 6"1' - 4"1' - 4"
6' - 10"
09.48
09.16
09.20
09.22
3' - 10"5"2' - 3"2"2' - 10"09.22
09.48
09.16
09.20
A4.0314
09.35
V.I.F.
2' - 7"V.I.F.6' - 7 5/8"02.87
09.35
KEYED NOTES
02.87 EXISTING MILLWORK TO REMAIN
09.16 PLASTIC LAMINATE CABINET, SEE SCHEDULE ON SHEET A6.03
09.20 RUBBER BASE, SEE SCHEDULE ON SHEET A6.03
09.22 PLASTIC LAMINATE PANEL, SEE SCHEDULE ON SHEET A6.03
09.23 PLASTIC LAMINATE FINISH CAP, SEE SCHEDULE ON SHEET A6.03
09.35 SOLID SURFACE COUNTERTOP, SEE DETAIL ON 14/A4.02 AND SEE SCHEDULE
ON SHEET A6.03
09.48 SOLID SURFACE COUNTERTOP, SEE DETAIL ON 13/A4.02 AND SEE SCHEDULE
ON SHEET A6.03
10.47 PAPER TOWEL DISPENSER, BY OWNER
11.05 OWNER PROVIDED EQUIPMENT
PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY: APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSIO N
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/8/2020 11:29:20 AMENLARGED RETAIL
PLANS &
ELEVATIONS
2020020.47
FINAL DRAWINGS 07/10/20
PR AC
TYPE B REMODEL
A4.03MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #405GENERAL NOTES
1. ALL MILLWORK AT WET LOCATIONS TO BE CONSTRUCTED WITH STYLELITE PANELS
(BOTTOM OF GARBAGE, BOTTOM OF CABINETS WITH PENETRATIONS, SINK
CABINETS).
SCALE:1/2" = 1'-0"15 WARMER ISLAND COUNTER PLAN
SCALE:1/2" = 1'-0"16 WARMER ISLAND ELEVATION
SCALE:1/2" = 1'-0"17 WARMER ISLAND ELEVATION
SCALE:1/2" = 1'-0"18 WARMER ISLAND ELEVATION
SCALE:1/2" = 1'-0"6 HOT DOG ISLAND COUNTER PLAN
SCALE:1/2" = 1'-0"10 COFFEE ISLAND COUNTER PLAN
SCALE:1/2" = 1'-0"1 COFFEE WALL COUNTER PLAN
SCALE:1/2" = 1'-0"2 COFFEE WALL ELEVATION
SCALE:1/2" = 1'-0"3 COFFEE WALL ELEVATION
SCALE:1/2" = 1'-0"4 HOT DOG ISLAND ELEVATION
SCALE:1/2" = 1'-0"5 HOT DOG ISLAND ELEVATION
SCALE:1/2" = 1'-0"7 HOT DOG ISLAND ELEVATION
SCALE:1/2" = 1'-0"8 HOT DOG ISLAND ELEVATION
SCALE:1/2" = 1'-0"11 COFFEE ISLAND ELEVATION
SCALE:1/2" = 1'-0"12 COFFEE ISLAND ELEVATION
SCALE:1/2" = 1'-0"13 COFFEE ISLAND ELEVATION
SCALE:1/2" = 1'-0"9 OFFICE COUNTER PLAN
SCALE:1/2" = 1'-0"14 OFFICE COUNTER ELEVATION
TRASH
GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
10/09/20
STAINLESS STEEL
CORNER GUARD
CAULK AT DISSIMILAR
MATERIALS (TYP.)
2" MIN.3"1/4" TO 1/2" SPACE
CEILING
SUSPENSION GRID
WALL ANGLE;
FASTEN TO WALL
FINISHED WALL
METAL 2X4 CEILING
SUSPENSION
SYSTEM. WITH VINYL
COATED PANELS
3" MIN. 8" MAX.
HANGER WIRE.
12'-0" TYP.1 2 '-0 " T Y P .6 '-0 " M A X .CRO SS RUN N ERSMAIN RUNNERS
WALL ANGLE
8" MAX.
CEILING AREAS OF 144 SQ. FT. OR LESS SURROUNDED BY WALLS
WHICH CONNECT DIRECTLY TO THE STRUCTURE ABOVE SHALL NOT
REQUIRE THE DIAGONAL BRACING WIRES.
EACH VERTICAL WIRE SHALL BE ATTACHED EACH END WITH MIN.
3 TURNS.
CEILING GRID SHALL BE INSTALLED LEVEL TO WITHIN 1/8 " IN 12'.
ALL WIRE LOOPS SHALL BE TIGHTLY WRAPPED AND SHARPLY BENT.
FOR CEILING AREAS EXCEEDING 1,000 S.F. HORIZONTAL R ESTRAINT
OF THE CEILING TO THE STRUCTURE SHALL BE PROVIDED.
CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPOR TED
AND BRACED INDEPENDENTLY OF THE CEILING.
SUSPENDED CEILING SHALL BE SUBJECT TO THE SPECIAL
INSPECTION REQUIREMENTS OF SECTION 1704.
CEILING AREAS OF 1000 SQ. FT. OR LESS SURROUNDED BY WALLS
WHICH CONNECT DIRECTLY TO THE STRUCTURE ABOVE SHALL NOT
REQUIRE THE DIAGONAL BRACING WIRES.
LOCAL KINKS OR BENDS SHALL NOT BE MADE IN HANGER WIRES AS
A MEANS OF LEVELING MAIN RUNNERS.
A HEAVY DUTY T-BAR SYSTEM SHALL BE USED.
THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE
SHALL NOT BE LESS THAN 2 INCHES.
IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE
CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE . THE
OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE A 0.75
INCH CLEARANCE FROM THE WALL AND SHALL REST UPON AN D BE
FREE TO SLIDE ON THE CLOSURE ANGLE.
A5.11
7
VERTICAL
WIRES - 12 GA.
2" M
AX.
2" M
AX.
MAIN RUNNERCROSS R U N N E R
PROVIDE VERTICAL STRUT OF CONTINUOUS
LENGTH OF CEILING GRID MATERIAL OR OTHER
APPROVED LIGHT METAL FRAMING MATERIAL
ATTACHED TO MAIN RUNNER AND TO
STRUCTURE ABOVE TO COUNTERACT UPLIFTING
FORCES OF
SPLAYED WIRES.SPLAY WIRES - 12 G.A. @
12'-0" O.C. IN PLANE OF
EACH RUNNER. TIE BOTH
ENDS W/ MIN. 3 TURNS IN
1" OF RUN TYPICAL.
ALL CEILING MOUNTED LIGHT FIXTURES SHALL BE
ATTACHED TO SUSPENDED CEILING GRID, IN
ADDITION 12 GA. HANGER WIRES SHALL BE
ATTACHED TO THE GRID WITHIN 3" OF EACH
CORNER OF THE
FIXTURE. TWO ADDITIONAL WIRES SHALL BE
CONNECTED TO THE LIGHT HOUSING AND TO THE
STRUCTURE ABOVE (THESE WIRES MAY BE SLACK).
WIRES SHALL NOT ATTACH TO OR BEND AROUND
INTERFERING MATERIAL OR EQUIPMENT, NOR
SHALL
THEY BE CLOSER THAN 5" FROM ANY UN-BRACED
HORIZONTAL PIPING OR DUCTWORK. A TRAPEZE
OR
SIMILAR DEVICE SHALL BE USED WHERE
OBSTRUCTIONS OCCUR.
VERTICAL WIRES 12 GA. @ 4'-0" O.C.
FASTEN WIRES TO BOTTOM
OF TRUSS CORD WITH HILTI
EYE LAG CEILING HANGER -
1/4" EL WS. OR APPROVED
EQUAL.
4
5
°
M
A
X
.45° MAX.45° MAX.45° M AX.3/4"MINUS 1/4"CLEAR LENGTHMINUS 1/4"
CLEAR LENGTH 3/4"
PLAN A 9"3/4"3"SECTION B
SECTION C
NOTE: ALL FLOOR SINKS SHALL BE SEALED
WITH WHITE PLUMBERS CAULK AS REQUIRED.
3/4"
22.0822.08
NOTE: GOES IN BASE CABINET WITH FLOOR
SINK (5 LOCATIONS). 7' - 9"05.41
10.26
05.35 7' - 9"1' - 1 1/2"4' - 5 3/8"
7 7/8"7 7/8"10.2310.23
3' - 3"8' - 6"05.41
10.18
05.35
8' - 6"2' - 0"2' - 6"
1' - 3 3/4"1' - 3 3/4"10.18
EXISTING DROP PARTITION.
NEW WALL GRAPHIC,
SEE SHEET A2.51
COORDINATE ATTACHMENT
WITH STRUCTURAL
SIGN, OWNER FURNISHED,
CONTRACTOR INSTALLED
STEEL AWNING PAINTED TO
MATCH BRITE RED, SEE
DETAIL 4 ON SHEET S5.10
AND SCHEDULE ON SHEET
A6.03
METAL SOFFIT PANE,
COLOR: C -2
GYPSUM BOARD SOFFIT,
PAINTED P-7
9' - 0"1 3/4"1 3/4"1 3/4"A PLAN
BASE OF
CABINET
FIELD VERIFY
1 3/4"
B SECTION
07.19
07.18
6"3 1/2"FIELD VERIFY05.29
MECHANICAL EQUIPMENT -SEE
MECHANICAL DRAWINGS
SEE MECHANICAL FOR EQUIPMENT
ATTACHMENT
ROOFING TERMINATION BAR
WITH APPROVED FASTENERS @ 6"
O.C. TYP.
EQUIPMENT CURB WITH PT. WOOD
NAILER AT TOP OF CURB
MEMBRANE FLASHING COMPATIBLE WITH
EXISTING ROOF MEMBRANE
PROVIDE CONTINUOUS SEALANT AT
INTERSECTION OF WOOD
BLOCKING TO CURB. -TYP.
CONT. SEALANT TAPE AT TOP
OF CURB -TYP.
SEALANT, TYP.
CONT. STEEL CHANNEL,
SEE STRUCTURAL
EXISTING ROOF MEMBRANE,
PROTECT DURING CONSTRUCTION
SEE STRUCTURAL CURB
ATTACHMENT
PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY: APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSIO N
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/8/2020 11:29:23 AMDETAILS
2020020.47
FINAL DRAWINGS 07/10/20
PR AC
TYPE B REMODEL
A5.11MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #405SCALE:1/4" = 1'-0"1 CORNER GUARD DETAIL
SCALE:1 1/2" = 1'-0"5 ACOUST. TILE/WALL
SCALE:1/8" = 1'-0"6 SUSPENDED CEILING BRACING
SCALE:3/8" = 1'-0"7 SEISMIC BRACING
SCALE:1 1/2" = 1'-0"4 STAINLESS STEEL SINK SURROUND
SCALE:1/2" = 1'-0"8 FOOD AREA TV-SIDE VIEW
SCALE:1/2" = 1'-0"9 FOOD AREA TV-FRONT VIEW
SCALE:1/2" = 1'-0"10 CASHWRAP TV-SIDE VIEW
SCALE:1/2" = 1'-0"11 CASHWRAP TV-FRONT VIEW
SCALE:1/2" = 1'-0"12 BONFIRE CANOPY
SCALE:3" = 1'-0"2 STAINLESS STEEL PIPE APRON (PLATE)
KEYED NOTES
10.23 10" WIDE ACCESS FOR CABLE MANAGEMENT
10.26 (2) 43" TV PROVIDED BY OWNER
22.08 18 GAUGE STAINLESS STEEL SINK #6 SATIN FINISH W/ 3/4" CONTINUOUS
FLANGE AND 3/8" DIAMETER CROSS BAR. FIELD VERIFY DIMENSIONS PRIOR
TO FABRICATION
05.29 1/8" THICK STAINLESS STEEL PLATE WITH #6 SATIN FINISH AND BEVELED
EDGES
05.35 STEEL BRACKET, PAINTED BLACK, COORDINATE WITH STRUCTURAL
05.41 STEEL PIPE, COORDINATE WITH STRUCTURAL
07.18 BACKER ROD
07.19 SILICONE SEALANT, CONTINUOUS. SEE SCHEDULE FOR COLOR
09.10 STAINLESS STEEL CORNER GUARD
09.12 CAULK AT DISSIMILAR MATERIALS (TYP.)
10.18 75" TV PROVIDED BY OWNER
SCALE:3" = 1'-0"13 MECH CURB DETAIL
3 NOT USED
GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
10/09/20
INTERIOR FINISH SCHEDULE
Number Name
Floor
Finish
Base
Finish Wall - BK Wall - FT Wall - L Wall - R Ceiling Finish
Ceiling
Height NOTES
101 RETAIL CT-4 RB-1 GWB (P-7) GWB (P-7) GWB (P-7) GWB (P-7) EXPOSED (P-7) ALL HEADERS/SOFFITS TO BE P-7 U.N.O.
102 WOMEN'S CT-4 - CT-1/G-1, GWB (P-7) CT-1/G-1, GWB (P-7) CT-1/G-1, GWB (P-7) CT-1/G-1, GWB (P-7) GWB (P-7) EXIST ACCESS PANELS TO MATCH ADJACENT MATERIAL COLOR
103 MEN'S CT-4 - CT-1/G-1, GWB (P-7) CT-1/G-1, GWB (P-7)CT-1/G-1, GWB (P-7) CT-1/G-1, GWB (P-7) GWB (P-7) EXIST ACCESS PANELS TO MATCH ADJACENT MATERIAL COLOR
104 EXIT HALLWAY CT-4 RB-1 GWB (P-7) GWB (P-7) GWB (P-7) GWB (P-7) GWB (P-7) EXIST
105 DELI PREP CT-2 CT-2 - MATCH EXIST TILE MATCH EXIST FRP EXIST MATCH EXIST ACT MATCH
EXIST
SEE REFERENCE PLAN FOR FRP & TILE LOCATION. ALL HEADERS/SOFFITS TO BE P-7 U.N.O., MATCH EXISTING WALL
TILE HEIGHT
106 KITCHEN SERVICE CT-2 CT-2 EXIST MATCH EXIST FRP MATCH EXIST FRP EXIST MATCH EXIST ACT MATCH
EXIST
107 35° STOR COOLER MFG MFG MFG MFG MFG MFG MFG
108 -10° FREEZER MFG MFG MFG MFG MFG MFG MFG
110 30° BEER COOLER CT-4 - EXIST EXIST EXIST EXIST EXIST EXIST
MATERIAL SCHEDULE
CODE DESCRIPTION MFR. NAME COLOR/FINISH COMMENTS
1. TILE/GROUT
CT-1 12" X 24" PORCELAIN TILE EMSER PERSPECTIVE BROWN W/ G-2 GROUT, W/ "A100 ABGB" (SCHLUTER-JOLLY TRIM).STAGGERED VERTICAL BRICKWORK PATTERN
CT-2 6" X 6" CERAMIC TILE EMSER EQUARRY SMOKE W/ COVE BASE, W. G-1 GROUT
CT-3 4" x 12" WALL TILE EMSER LOGIC WHITE WHITE MATTE W/ G-1 GROUT. STAGGERED HORIZONTAL BRICKWORK PATTERN. SEE SHEET A1.07 FOR SS CORNER GUARD LOCATIONS.
CT-4 6" X 36" PORCELAIN TILE CONTEMPO CORTEX BROWN W/ G-1 GROUT @ 33% OFFSET, W/ BLACK RUBBER BASE (RB-1)
G-1 GROUT CUSTOM BUILDING PRODUCTS -#540 TRUFFLE
G-2 GROUT CUSTOM BUILDING PRODUCTS - #185 NEW TAUPE
2. RUBBER BASE
RB-1 6" WALL BASE JOHNSONITE WALL BASE #40 BLACK
3. FIBERGLASS REINFORCED PANEL
FRP-1 FIBERGLASS PANEL -- MANUFACTURER'S STANDARD WHITE NOTE: FRP SHOULD BE CUT FROM 12' PANELS ONLY. ALL INSIDE AND OUTSIDE CORNERS AND DIVIDERS SHOULD BE CUT ABOVE RUBBER BASE BY RUBBER BASE INSTALLER TO ENSURE TRIMS MEET BASE ELEVATIONS. NO
RUBBER BASE OVER THE TOP OF ANY FRP TRIMS. CEILING SUB SHOULD CUT ALL FRP TRIMS AT CEILING ELEVATION. NO L METAL OVER THE TOP OF FRP TRIMS.
4. PAINTED SURFACES
P-1 LATEX PAINT SHERWIN WILLIAMS #6120 BELIEVABLE BUFF
P-2 LATEX PAINT SHERWIN WILLIAMS #6385 DOVER WHITE
P-3 LATEX PAINT SHERWIN WILLIAMS #7043 WORLDLY GRAY
P-4 PRIMER (EXTERIOR GRADE) -SW "SAFETY RED"
P-5 PRIMER INTERIOR GRADE) SHERWIN WILLIAMS GRAY
P-6 LATEX PAINT SHERWIN WILLIAMS #7019 GAUNTLET GRAY
P-7 LATEX PAINT SHERWIN WILLIAMS #6225 SLEEPY BLUE
P-8 LATEX PAINT SHERWIN WILLIAMS WHITE VERIFY COLOR WITH OWNER
P-9 POWDER COAT SHERWIN WILLIAMS #7020 BLACK FOX
5. ACOUSTICAL TILE
ACT-1 ACOUSTICAL TILE U.S.G.MANUF. STANDARD WHITE VINYL COATED
6. SOLID SURFACE
SS-1 SOLID SURFACE CORIAN PINE GENERAL COUNTERTOPS, WINDOW SILLS, BONFIRE WALL CAP
8. BATHROOM PARTITIONS
PT-1 BATHROOM PARTITION BOBRICK PARTITION SIERRA SERIES SC-02 DESERT BEIGE SOLID COLOR REINFORCED COMPOSITE. PARTITION LATCH BOBRICK MODEL 1002612
11. PLASTIC LAMINATE BASE CABINETS, COUNTERTOPS, AND SHELVES
PL-1 PLASTIC LAMINATE WILSONART OLD MILL OAK 7973 GENERAL CABINETS
PL-2 PLASTIC LAMINATE WILSONART RUSTIC SLATE 4888-38 BONFIRE GRILL WALL
12. ALUMINUM STOREFRONT SYSTEM
AST-1 ALUMINUM STOREFRONT KWANEER ANODIZED DARK BRONZE NO SUBSTITUTION
13. SEALANTS
SEL-2 SEALANT MATCH COLOR AST-1 MATCH COLOR AST-1
SEL-3 SEALANT BLACK BLACK SEE SPECIFICATIONS
SEL-4 SEALANT MATCH COLOR P-1 MATCH COLOR P-1 SEE SPECIFICATIONS
SEL-5 SEALANT MATCH COLOR SS-2 MATCH COLOR SS-2
SEL-6 SEALANT L&M (LATICRETE) SEAL HARD CLEAR
14. STANDING SEAM METAL ROOF
C-2 METAL ROOF MBCI BRITE RED
15. EXTERIOR STONE VENEER WAINSCOT
BR-1 MANUFACTURED STONE CULTURED STONE MATCH EXISTING MATCH EXISTING USE STONE RECEPTACLE BASES FOR ALL RECEPTACLES WITHIN THE STONE AREA FROM THE STONE VENEER MANUFACTURER. COLOR TO MATCH EXISTING. GROUT TO MATCH EXISTING STUCCO.
BR-2 MANUFACTURED STONE CULTURED STONE CAP MATCH EXISTING MATCH EXISTING COLOR TO MATCH EXISTING
PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY: APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSIO N
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/8/2020 11:29:24 AMFINISH &
MATERIAL
SCHEDULES
2020020.47
FINAL DRAWINGS 07/10/20
XX XX
TYPE B REMODEL
A6.03MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #405GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
10/09/20
DESIGN CRITERIA:
STRUCTURAL DRAWINGS HAVE BEEN PREPARED IN ACCORDANC E WITH THE 2018
INTERNATIONAL BUILDING CODE WITH LOCAL AMENDMENTS.
LIVE LOADS:
ROOF LOAD = 20 PSF (REDUCIBLE AS PER CODE)
FLOOR SLAB-ON-GRADE = 100 PSF
DEAD LOADS:
ROOF LOAD = 20 PSF
WIND LOADS:
ULTIMATE WIND SPEED, Vult (3 sec. GUST) = 105 MPH
NOMINAL WIND SPEED, Vasd (3 sec. GUST) = 81 MPH
WIND IMPORTANCE FACTOR ( I w) = 1.0
RISK CATEGORY: II
WIND EXPOSURE = C
ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT = +0.18 or -0.18
SEISMIC LOADS:
SEISMIC IMPORTANCE FACTOR: 1.0
RISK CATEGORY: II
MAPPED ACCELERATIONS:
Ss:0.291g
S1:0.103g
SITE CLASS DEFINITION: D (ASSUMED)
SPECTRAL RESPONSE COEF:
Sds:0.304
Sd1:0.163
SEISMIC DESIGN CATEGORY: C
RESPONSE MODIFICATION FACTOR (R): 6 1/2
SEISMIC FORCE RESISTING SYSTEM:
LIGHT FRAME (COLD FORMED STEEL) WALLS SHEATHED WITH WOOD
STRUCTURAL PANEL RATED FOR SHEAR RESISTANCE.
ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE
SNOW LOADS:
GROUND SNOW LOAD (Pg): 20 PSF
SNOW EXPOSURE FACTOR (Ce): 1.0
THERMAL FACTOR (Ct): 1.0
SNOW IMPORTANCE FACTOR: 1.0
FLAT ROOF SNOW LOAD (Pf): 25 PSF (MIN. PER LOCAL COD E)
CONCRETE NOTES:
MINIMUM CONCRETE COMPRESSIVE STRENGTH, (f'c), AT 28 DAYS:
1. BUILDING SLAB: 4000 PSI (EXPOSURE CLASS F0)
CONCRETE PROPORTIONS SHALL CONSIST OF THE FOLLOWING MATERIALS TO
ACHIEVE A MIX THAT WILL YIELD A FINISHED PRODUCT THAT WILL PRODUCE THE
REQUIRED COMPRESSIVE STRENGTHS LISTED ABOVE.
A. CEMENTITIOUS MATERIALS:
a. PORTLAND CEMENT, ASTM C150, TYPE 1.
b. 20% MAXIMUM FLY ASH IS ALLOWED. (ASTM C618, CLA SS F)
B. AGGREGATES: NORMAL WEIGHT ASTM C33
a. COMBINED AGGREGATE GRADATION FOR SLABS AND OTH ER DESIGNATED
CONCRETE SHALL BE 8% - 18% FOR LARGE TOP SIZE AGGREG ATES
(1 1/2") OR 8% - 22% FOR SMALLER TOP SIZE AGGREGATES (1" OR 3/4")
RETAINED ON EACH SIEVE BELOW THE TOP SIZE AND ABOVE THE NO.
100.
b. A GRADATION CHART OR TABLE SHALL BE SUBMITTED WITH MIX
DESIGNS FOR SLAB ON GRADE. NOTIFY E.O.R. IF SPECIF IED GRADATION
IS NOT LOCALLY AVAILABLE FOR AN ALTERNATE SPECIFICA TION.
c. MAXIMUM AGGREGATE SIZE SHALL NOT BE LARGER THA N:
1. 1/5 THE NARROWEST DIMENSION OF THE FORMS.
2. 1/3 THE DEPTH OF THE SLAB.
3. 3/4 THE MINIMUM CLEAR SPACING BETWEEN BARS.
C. WATER: ASTM C94, POTABLE.
D. AIR ENTRAINMENT ADMIXTURE: ASTM C260.
E. WATER REDUCING ADMIXTURE: ASTM C494, TYPE F OR G .
F. CALCIUM CHLORIDE: ANY ADMIXTURE CONTAINING MORE THAN 0.1%
CHLORIDE IONS, CONTENT BY WEIGHT, ARE NOT PERMITTED .
CONCRETE MIX DESIGNS MUST BE SUBMITTED TO THE E.O.R . FOR HIS APPROVAL
BEFORE CONSTRUCTION BEGINS. MIX DESIGNS MUST BE SU BMITTED WITH
COMPRESSIVE STRENGTH INFORMATION, FOR THAT SPECIFIC MIX, AS PER THE
REQUIREMENTS OF CHAPTER 5 OF ACI-318-14. SUBMISSIO NS WITHOUT THIS
INFORMATION WILL BE STAMPED "REJECTED" & RETURNED T O THE CONTRACTOR
WITHOUT E.O.R. REVIEW. TEST DATA SHALL BE NO OLDER THAN 12 MONTHS. ALL
CONCRETE COMPRESSIVE STRENGTH TESTS SHALL BE AVAILA BLE ON THE JOB SITE
FOR REVIEW BY THE INSPECTOR.
STRUCTURAL MEMBERS OF REINFORCED CONCRETE SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CODE REFERENCED ACI 318-14.
SLAB ON GRADE CONTROL OR CONSTRUCTION JOINTS SHALL BE LOCATED AT
COLUMN LINES AND INTERMEDIATELY SO THAT NO JOINT SPACING SHALL EXCEED
12'-0", NOR SHALL THE LENGTH OF ANY PANEL EXCEED ON E AND A HALF, (1 1/2),
TIMES THE WIDTH OF THAT PANEL. REFER TO TYPICAL DET AILS FOR SLAB JOINT
CONSTRUCTION.
FLOOR SLAB CONSTRUCTION JOINTS MUST BE DOWELED.
REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SLAB FINISHES,
SLOPES AND DEPRESSIONS OF INTERIOR SLABS.
PROVIDE (2)#4 REINFORCING BARS, 3'-0" LONG, IN CONC RETE SLABS AT ALL RE-
ENTRANT CORNERS. PLACE BARS AT MID DEPTH OF SLAB W ITH 2" MINIMUM
HORIZONTAL CLEARANCE FROM SLAB CORNER.
REINFORCING STEEL NOTES:
SHALL BE DETAILED, FABRICATED AND PLACED ACCORDING TO THE LATEST STANDARDS OF
THE AMERICAN CONCRETE INSTITUTE (ACI) AND THE CONCR ETE REINFORCING STEEL
INSTITUTE (CRSI).
MATERIALS:
REINFORCING BARS SHALL COMPLY WITH ASTM A615 GRADE 60.
WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A82 AND A 1064, FLAT SHEETS ONLY.
REINFORCING BARS FOR WELDING SHALL COMPLY WITH ASTM A706.
CLEAR MINIMUM COVER OF CONCRETE OVER REINFORCING BA RS SHALL BE AS FOLLOWS:
CONCRETE PLACED AGAINST EARTH .........................................3"
FORMED SURFACES EXPOSED TO EARTH ............................ ......2"
TOP OF SLABS ........................................................................... 3/4"
ALL BARS DENOTED CONTINUOUS ON PLANS, SECTIONS AND DETAILS SHALL HAVE CLASS
"B" TENSION SPLICE LAPS AND CORNER BARS AND HOOKS A T DISCONTINUOUS ENDS.
SPLICED BARS SHALL BE SECURELY WIRED TOGETHER. SPL ICES OF ADJACENT
REINFORCING BARS SHALL BE STAGGERED 24" WHEREVER PO SSIBLE.
WELDED WIRE FABRIC, WHERE REQUIRED, SHALL BE PLACED IN THE CENTER OF THE SLAB
UNLESS NOTED OTHERWISE. LAP JOINTS ONE WIRE SPACIN G PLUS 2" OR A MINIMUM OF 6".
EXTEND FABRIC TO WITHIN 1" OF EDGES OF SLABS ON GRA DE.
PROVIDE PRECAST DOBIES, WIRE OR PLASTIC CHAIRS, SUP PORT BARS, ETC. TO MAINTAIN
SPECIFIED CLEARANCES FOR THE ENTIRE LENGTH OF ALL R EINFORCING BARS AND WELDED
WIRE FABRIC. DO NOT USE REBAR STAKES TO SUPPORT REINFORCING. ALL
REINFORCEMENT SHALL BE FASTENED AND SECURED TO PREV ENT DISPLACEMENT BY THE
PLACING OF CONCRETE.
ALL CONCRETE WALLS TO BE DETAILED IN ELEVATION ON S HOP DRAWINGS. NO MORE THAN
50% OF HORIZONTAL WALL REINFORCING SHALL LAP IN A S INGLE VERTICAL PLANE.
PROVIDE (2) #4 REINFORCING BARS, 4'-0" LONG, IN CON CRETE SLABS AT ALL RE-ENTRANT
CORNERS. PLACE BARS AT MID DEPTH OF SLAB WITH 2" M INIMUM HORIZONTAL CLEARANCE
FROM SLAB CORNER.
REBAR FOR WELDED CONNECTIONS MUST MEET ASTM A706. STANDARD ASTM A615 GRADE
60 REBARS ARE NOT ACCEPTABLE FOR WELDING. WELDING P ROCEDURE SHALL CONFORM
TO ANSI/AWS D1.4 "STRUCTURAL WELDING CODE - REINFORC ING STEEL". DO NOT TACK
WELD.
REINFORCING DOWELS, WHERE REQUIRED, SHALL MATCH THE SIZE, SPACING AND
QUANTITY OF MAIN REINFORCING, UNLESS NOTED OTHERWIS E.
TYPICAL DETAILS AND GENERAL NOTES APPLY TO ALL PART S OF THE WORK EXCEPT
WHERE SPECIFICALLY DETAILED OR UNLESS OTHERWISE NOT ED.
DRAWINGS ARE NOT TO BE SCALED.
FOR DIMENSIONS NOT SHOWN, COORDINATE WITH ARCHITECT URAL DRAWINGS.
THE CONTRACTOR SHALL CAREFULLY REVIEW THE DRAWINGS TO IDENTIFY THE
SCOPE OF WORK REQUIRED, VISIT THE SITE TO RELATE THE SCOPE OF WORK TO
EXISTING CONDITIONS, AND DETERMINE THE EXTENT OF WHICH THOSE
CONDITIONS AND PHYSICAL SURROUNDINGS WILL IMPACT THE WORK.
EXISTING CONDITIONS, AS SHOWN ON THESE PLANS, ARE F OR REFERENCE ONLY.
THE CONTRACTOR IS REQUIRED TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR
TO CONSTRUCTION.
THE CONTRACTOR SHALL ASSUME THE MOST STRINGENT REQU IREMENTS APPLY IN
CASE OF CONFLICT AMONG SPECIFICATIONS, STANDARDS, C ODES AND DRAWINGS.
THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY TO
RESOLVE THE CONFLICT.
ANY DEVIATION, MODIFICATION, OR SUBSTITUTION FROM T HE BID SET OF
STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER
FOR REVIEW/APPROVAL PRIOR TO ITS USE OR INCLUSION O N THE SHOP DRAWINGS.
WITHOUT SUCH PRIOR APPROVAL, DEVIATIONS, MODIFICATIONS, OR
SUBSTITUTIONS WILL BE REJECTED. COSTS FOR DEMOLITION AND REWORK OF
SUCH ITEMS WILL BE BORNE BY THE CONTRACTOR.
THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE
BUILDING IS FULLY COMPLETED FOR IN-SERVICE LOADS ON LY. THE MEANS,
METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR, WHICH INCLUDE THE DETERMINATION OF
ALLOWABLE CONSTRUCTION LOADING OF THE STRUCTURE. T HE CONTRACTOR
SHALL PROVIDE, DESIGN, MONITOR, AND MAINTAIN ALL NE CESSARY TEMPORARY
AND PERMANENT SYSTEMS (SHORING, BRACING, GUYS, FALS EWORK, FORMWORK,
SHEETING, ETC.) TO ENSURE THE INTEGRITY OF THE STRU CTURE AT ALL STAGES OF
CONSTRUCTION. ANY SYSTEMS SHOWN ON THE DOCUMENTS A RE PARTIAL AND
SCHEMATIC IN NATURE AND EXTENTS ARE NOT ALL INCLUSIVE. ALL WORK SHALL BE
PERFORMED WITHOUT DAMAGE TO ADJACENT EXISTING WORK. SHORING SYSTEMS
SHALL BE DESIGNED, SIGNED, AND SEALED BY A PROFESSIONAL ENGINEER LICENSED
IN THE JURISDICTION WHERE THE PROJECT IS LOCATED.
THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY. THE CONTRACTOR AND ALL
SUBCONTRACTORS SHALL REVIEW THE STRUCTURAL CONTRACT DOCUMENTS AND
SHALL NOTIFY THE STRUCTURAL ENGINEER OF ANY CONFLIC TS BETWEEN THOSE
DOCUMENTS AND ANY SAFETY REGULATIONS. SUCH REVIEW AND NOTIFICATION
SHALL OCCUR PRIOR TO PRODUCTION OF SHOP DRAWINGS.
THE CONTRACTOR SHALL PROTECT ALL WORK, MATERIALS, A ND EQUIPMENT FROM
DAMAGE AND SHALL PROVIDE PROPER STORAGE FACILITIES FOR MATERIALS AND
EQUIPMENT DURING CONSTRUCTION.
SITE VISITS PERFORMED BY THE ARCHITECT/ENGINEER DO NOT INCLUDE
INSPECTIONS OF MEANS AND METHODS OF CONSTRUCTION PE RFORMED BY THE
CONTRACTOR.
STRUCTURAL OBSERVATIONS PERFORMED BY THE ARCHITECT/ENGINEER DURING
CONSTRUCTION ARE NOT THE CONTINUOUS AND SPECIAL INS PECTION SERVICES
AND DO NOT WAIVE THE RESPONSIBILITY FOR THE INSPECT IONS REQUIRED OF THE
BUILDING DEPARTMENT INSPECTOR OR THE TESTING AGENCY . ALSO,
OBSERVATIONS DO NOT GUARANTEE THE CONTRACTOR'S PERF ORMANCE AND SHALL
NOT BE CONSIDERED AS SUPERVISION OF CONSTRUCTION.
ALL WALLS, FLOORS, AND ROOF MEMBERS SHALL BE SECURE LY SHORED AND BRACED
AT ALL TIMES DURING CONSTRUCTION.
NO PIPES OR DUCTS SHALL BE EMBEDDED INTO STRUCTURAL MEMBERS UNLESS SO
SHOWN ON THE PLANS OR APPROVED BY THE ENGINEER.
NO STRUCTURAL ELEMENTS ARE TO BE CUT UNLESS SPECIFICALLY APPROVED BY THE
ENGINEER.
GENERAL PROVISIONS:
MATERIAL PROPERTIES:
W SHAPES: ASTM A992 (Fy = 50 KSI)
M,S,C SHAPES: ASTM A36 UNO
PLATE, ANGLES: ASTM A36 UNO
PIPE: ASTM A53, TYPE E OR S, GRADE B
TUBE: ASTM A500, GRADE B (Fy = 46 KSI)
DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TO THE 2016 AISC
SPECIFICATIONS.
FIELD CONNECTIONS SHALL BE BOLTED, BEARING TYPE UNLESS NOTED OTHERWISE
USING 3/4" HIGH STRENGTH BOLTS CONFORMING TO ASTM A325. ONE SIDED
CONNECTIONS ARE NOT PERMITTED UNLESS DETAILED ON DRAWINGS
GENERAL CONTRACTOR SHALL VERIFY ALL MECHANICAL EQUIPMENT LOCATIONS,
OPENING DIMENSIONS AND WEIGHTS PRIOR TO STRUCTURAL STEEL FABRICATION.
NOTIFY ENGINEER IF DIFFERENT FROM THAT SHOWN ON DRAWINGS.
WHEN FORCES ARE NOT SHOWN, THE CONNECTION SHALL DEVELOP 1/2 OF THE
ALLOWABLE UNIFORM LOAD AS SPECIFIED IN THE BEAM TABLES OF AISC (ASD). A
MINIMUM OF 2 BOLTS SHALL BE USED.
ALL WELDING SHALL BE DONE USING E-70XX ELECTRODES IN ACCORDANCE WITH THE
LATEST AWS SPECIFICATIONS.
FIELD VERIFY ALL CONDITIONS AT AND CONNECTIONS TO THE EXISTING
CONSTRUCTION BEFORE FABRICATION.
PRIME ALL STEEL NOT IN CONTACT WITH CONCRETE. DO NOT PRIME STEEL IN AREAS
TO RECEIVE SLIP CRITICAL BOLTS (FRICTION BOLTS). DO NOT PRIME STEEL THAT IS
TO RECEIVE FIREPROOFING.
STRUCTURAL STEEL:
COMPONENT AND CLADDING
WALL PRESSSURE ZONES
COMPONENT AND CLADDING
ROOF PRESSSURE ZONES
ELEVATION PLAN
A A
A = 9.5 FEET
45 5
A = 9.5 FEET
1
3 2
2
3
33 2
3
2
2 AAA AAAAA
PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY:APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSIO N
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.4/15/2021 4:09:34 PMGEN. STRUCTURAL
NOTES
2020020.47
FINAL DRAWINGS 07/10/20
Author Approver
TYPE B REMODEL
S0.01MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #405Notes:
1.TRIBUTARY PRESSURES ARE FOR THE SQUARE FOOT (SF) TRIBUTARY AREA SHOWN. FOR
OTHER TRIBUTARY AREAS, LINEARLY INTERPOLATE BETWEEN VALUES SHOWN ABOVE.
2.POSITIVE PRESSURES ACT TOWARD THE BUILDING. NEGATIVE PRESSURES ACT AWAY
FROM THE BUILDING.
3. ALL WIND PRESSURES IN THE TABLE ARE BASED ON ULTIMATE WINDSPEEDS. TO
CONVERT TO NOMINAL WIND PRESSURES MULTIPLE VALUES BY 0.6.
-23.9 psf -23.2 psf -22.2 psf
5
17.8 psf 17.5 psf 17.0 psf
-19.4 psf -19.0 psf -18.5 psf
4
17.8 psf 17.5 psf 17.0 psf
Walls:
Zone:10 SF 50 SF 100 SF
Overhang Zone 3 -50.1 psf -35.1 psf -16.5 psf
Overhang Zone 2 -31.6 psf -30.9 psf -29.9 psf
-50.1 psf -37.4 psf -21.5 psf
3
16.0 psf 16.0 psf 16.0 psf
-33.3 psf -28.0 psf -21.5 psf
2
16.0 psf 16.0 psf 16.0 psf
-19.8 psf -19.1 psf -18.2 psf
Roof:
1
16.0 psf 16.0 psf 16.0 psf
Zone: 10 SF 50 SF 100 SF
C&C Wind Pressures (105 MPH)
GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
3 AHJ COMMENTS 4/15/21
3
3
3
04/15/21
GENERAL:
METAL STUD MANUFACTURER SHALL BE A MEMBER OF THE ST EEL STUD
MANUFACTURER'S ASSOCIATION (SSMA)
METAL STUDS AND ACCESSORIES SHALL HAVE A G60 GALVAN IZED COATING UNLESS
NOTED OTHERWISE
METAL STUD STRENGTH CRITERIA:
A. GAUGES 20 THROUGH 18 - 33 KSI MIN. YIELD STRES S
B. GAUGES 16 THROUGH 12 - 50 KSI MIN. YIELD STR ESS
C. TRACK RUNNER - 33 KSI MIN. YIELD STRESS
METAL STUD MEMBER DESIGNATION: 600 S 162 - 33
WEB DEPTH: 600 = 6"
MEMBER TYPE: S = STUD
FLANGE WIDTH: 162 = 1.625" (1 5/8")
MINIMUM THICKNESS IN MILS
FASTENERS:
FASTENING:
WALL OPENING FRAMING: ALL STUDS CUT TO CREATE WALL OPENING MUST BE
REPLACED WITH EQUAL FULL HEIGHT KING STUDS ON EACH SIDE OF THE OPENING.
CURTAIN WALL AND NON LOAD BEARING PARTITIONS:
MECHANICAL BRACING OF STUDS IS NOT NECESSARY WHERE WALL SHEATHING IS
ATTACHED ON BOTH SIDES OF THE STUDS.
WHEN ONLY ONE FACE OF THE STUDS RECEIVE SHEATHING, PROVIDE BRACING BY
ONE OF THE FOLLOWING METHODS:
VERTICAL SPACING OF THE BRACING IS LIMITED TO A MAX IMUM OF 4'-0"
THROUGHOUT THE HEIGHT OF THE WALL.
PROVIDE ALL ACCESSORIES AS REQUIRED BY THE METAL ST UD MANUFACTURER.
JOISTS SHALL BE FABRICATED TO PROVIDE 12" OF UNPUNC HED WEB AT BEARING
ENDS.
PROVIDE JOIST WEB STIFFENERS AT BEARING POINTS WHER E INDICATED ON THE
PLANS.
PROVIDE END BLOCKING WHERE JOISTS ARE NOT RESTRAINE D AGAINST
ROTATION.
NO LIGHT GAUGE MEMBER, THAT HAS BEEN TRIMMED OR CUT , SHALL BE INSTALLED
SO THAT AN EDGE OF A WEB PUNCH OUT OCCURS WITHIN 10 " MINIMUM OF THE
TRIMMED OR CUT MEMBER END.
ALL MEMBER CUTTING MUST BE PERFORMED USING A SAW OR SHEAR. NO TORCH
CUTTING IS ALLOWED AT ANY TIME. ALSO CUTTING OF AD DITIONAL HOLES,
OTHER THAN THOSE PROVIDED BY THE MANUFACTURER, IN T HE MEMBER WEB IS
NOT PERMITTED AT ANY TIME.
SPLICING OF AXIALLY LOADED MEMBERS IS NOT ALLOWED A T ANY TIME.
BUILT-UP LIGHT GAUGE HEADERS, CONSTRUCTED FOR EXTER IOR WALL
CONDITIONS, SHALL HAVE INSULATION PLACED WITHIN THE M PRIOR TO THEIR
INSTALLATION IN WALL SYSTEM.
MILS GAUGE
33 20
43 18
54 16
68 14
97 12
SCREW CONNECTIONS
FASTENING STUD TO STUD
USE #10-16 TEKS/3 x 5/8" LONG BY ITW BUILDEX UNLESS OTHERWISE NOTED.
MIN. EDGE DISTANCE = 3/4"
MIN. SPACING BETWEEN FASTENERS = 3/4"
POWDER ACTUATED FASTENERS (P.A.F.):
FASTENING TO CONCRETE:
USE 0.145" DIA. DOME HEAD NAIL BY HILTI, UNLESS NOTED OTHERWISE.
MIN. EMBEDMENT = 1 1/4" MIN. EDGE DISTANCE = 2"
MIN. SPACING BETWEEN FASTENERS = 3"
FASTENING TO STEEL:
USE 0.145" DIA. DOME HEAD KNURLED SHANK FASTENER
BY HILTI, UNLESS NOTED OTHERWISE.
MIN. EMBEDMENT = FULL PENETRATION MIN. EDGE DISTA NCE = 1/2"
MIN. SPACING BETWEEN FASTENERS = 1"
A.
B.
MINIMUM FASTENING REQUIREMENTS, UNLESS NOTED OTHERW ISE.
TRACK TO CONCRETE:
(2) FASTENERS AT 16" O.C. TYPICAL WITH ADDITIONAL F ASTENER 3"
FROM END OF TRACK AND (2) FASTENERS MINIMUM AT JAMBS.
TRACK TO STRUCTURAL STEEL:
12" O.C. TYPICAL WITH ADDITIONAL FASTENER 3" FROM E ND OF TRACK
AND (2) FASTENERS MINIMUM AT JAMBS.
STUD TO TRACK:
(1) SCREW MINIMUM AT EACH FLANGE
STUD TO STUD:
(3) SCREWS MINIMUM
STUD TO STEEL OR CONCRETE:
USE POWDER ACTUATED FASTENERS REFERENCED ABOVE.
SEE DETAILS FOR CONNECTIONS, MINIMUM 2 FASTENERS.
A.
COLD ROLLED CHANNEL, RUN HORIZONTALLY THROUGH STUD PUNCH OUTS
AND ATTACHED AT EACH STUD.
2" WIDE, 18 GAUGE, STEEL STRAPS RUN HORIZONTALLY, O N BOTH SIDES OF
THE STUDS, AND ATTACHED AT EACH STUD.
A.
B.
PRE-ENGINEERED COLD-FORMED STEEL FRAMING:
AB
ABV
ALT
APPROX
ARCH
BLDG
BLW
BM
B.N.
BOT
BRG
BTWN
CC.
CC-x
CGS
C.J.
COL
CONC
CONST
CP-x
CTR
CW-x
DB
DBA
DBE
DBL
DET
DIA
DIM
DN
DWG
DWL
EA
E.N.
E.F.
E.J.
ELEC
ELEV
E.O.D.
E.O.S.
EQUIP
EQ
E.W.
EXP
EXT
FC-x
F.D.
FDN
F.F.
F.N.
FR-x
FS-x
FT
FTG
FTS-x
GA
GALV
GSN
HB
HORIZ
HSA
HT
ICC
IBC
I.F.
IN
INT
JT
JST
ANCHOR BOLT(S)
ABOVE
ALTERNATE
APPROXIMATE
ARCHITECT(URAL)
BUILDING
BELOW
BEAM
BOUNDARY NAILING
BOTTOM
BEARING
BETWEEN
CENTER-TO-CENTER
CONCRETE COLUMN
CENTER OF GROSS STEEL
CONST/CONTROL JOINT
COLUMN
CONCRETE
CONSTRUCTION
CONCRETE PIER
CENTER
CONCRETE WALL
DECK BEARING
DEFORMED BAR ANCHOR
DECK BEARING ELEVATION
DOUBLE
DETAIL
DIAMETER
DIMENSION
DOWN
DRAWING
DOWEL
EACH
EDGE NAILING
EACH FACE
EXPANSION JOINT
ELECTRICAL
ELEVATION
EDGE OF DECK
EDGE OF SLAB
EQUIPMENT
EQUAL
EACH WAY
EXPANSION
EXTERIOR
CONTINUOUS FOOTING MARK
FLOOR DRAIN
FOUNDATION
FINISHED FLOOR
FIELD NAILING
RECTANGULAR FOOTING
SQUARE FOOTING MARK
FOOT
FOOTING
THICKEN SLAB MARK
GAUGE
GALVANIZED
GENERAL STRUCTURAL NOTES
HORIZONTAL BRIDGING
HORIZONTAL
HEADED STUD ANCHOR
HEIGHT
INTERNATIONAL CODE COUNCIL
INTERNATIONAL BUILDING CODE
INSIDE FAVE
INCH
INTERIOR
JOIST
JOINT
k
KLF
KSF
LBS
LF
LLH
LLV
LSH
LSV
MAX
MECH
MF-x
MFR
MIN
MISC
NIC
NTS
O.C.
O.F.
OPNG
OPP
OWSJ
PAF
PCF
PL
PLF
PNL
PSF
PSI
PT
REINF
REQD
R.D.
RTU
SBP-x
SCW
SC-x
SCP-x
SHT
SI
SIM
SMU
SOG
SQ
STAG
STD
STL
STR
STS
T&B
TEMP
THDS
T.O.
TOC
TOD
TOF
TOS
TOW
TYP
UNO
VERT
W/
WT
WWF
WWM
KIP(S) = 1000 POUNDS
KIPS PER LINEAL FOOT
KIPS PER SQUARE FOOT
POUNDS
LINEAL FOOT
LONG LEG HORIZONTAL
LONG LEG VERTICAL
LONG SIDE HORIZONTAL
LONG SIDE VERTICAL
MAXIMUM
MECHANICAL
MOMENT FRAME
MANUFACTURER
MINIMUM
MISCELLANEOUS
NOT IN CONTRACT
NOT TO SCALE
ON CENTER
OUTSIDE FACE
OPENING
OPPOSITE
OPEN WEB STEEL JOIST
POWER-ACTUATED FASTENER
POUNDS PER CUBIC FOOT
PLATE
POUNDS PER LINEAL FOOT
PANEL
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
POINT
REINFORCING
REQUIRED
ROOF DRAIN
ROOF TOP UNITS
STEEL BASE PLATE MARK
SEISMIC CRITICAL WELD
STEEL COLUMN MARK
STEEL CAP PLATE MARK
SHEET
SPECIAL INSPECTION
SIMILAR
SUSPENDED MECHANICAL UNITS
SLAB-ON-GRADE
SQUARE
STAGGARD
STANDARD
STEEL
STRUCTURAL
SELF TAPPING SCREWS
TOP AND BOTTOM
TEMPERATURE
THREADS
TOP OF
TOP OF CONCRETE
TOP OF DECK
TOP OF FOOTING
TOP OF STEEL
TOP OF WALL
TYPICAL
UNLESS NOTED OTHERWISE
VERTICAL
WITH
WALL THICKNESS
WELDED WIRE FABRIC
WELDED WIRE MESH
LEGEND OF MARKS AND ABBREVIATIONS
REPRODUCTION OF THE STRUCTURAL DRAWINGS FOR USE IN PREPARATION OF SHOP
DRAWINGS IS STRICTLY PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE
ENGINEER OF RECORD. SHOP DRAWINGS SUBMITTED WITH R EPRODUCED
STRUCTURAL DRAWINGS AND/OR DETAILS WITHOUT CONSENT WILL BE REJECTED.
SUBMIT SHOP DRAWINGS 15 BUSINESS DAYS (MINIMUM) PRIOR TO DATE THAT
RETURNED SHOP DRAWINGS ARE REQUIRED.
SHOP DRAWINGS SHALL BEAR THE CONTRACTORS STAMP OF A PPROVAL, WHICH
SHALL CONSTITUTE CERTIFICATION THAT ALL FIELD MEASU REMENTS,
CONSTRUCTION CRITERIA, AND MATERIALS SPECIFIED IN T HE CONTRACT
DOCUMENTS HAVE BEEN VERIFIED AND EACH DRAWING HAS B EEN CHECKED FOR
COMPLETENESS, COORDINATION, AND COMPLIANCE WITH THE CONTRACT
DOCUMENTS.
CONTRACTOR SHALL REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING,
ELECTRICAL, LAUNDRY AND FOOD SERVICE DRAWINGS FOR SIZE AND LOCATIONS OF
OPENINGS, SLEEVES, CONCRETE HOUSEKEEPING PADS, INSE RTS, AND DEPRESSIONS
DURING SHOP DRAWING PREPARATION.
WHERE A DELEGATED DESIGN IS INDICATED ON THE DRAWIN GS, THE CONTRACTOR
SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR EAC H ITEM, COMPONENT,
AND CONNECTION NOT SPECIFICALLY DETAILED ON THE STR UCTURAL DRAWINGS.
SHOP DRAWINGS AND DESIGN CALCULATIONS SHALL BE SIGN ED AND SEALED BY THE
CONTRACTOR'S LICENSED ENGINEER (IN THE PROJECT'S JU RISDICTION). DRAWINGS
AND CALCULATIONS SHALL SHOW LOCATIONS AND MAGNITUDE S OF LOADS IMPOSED
ON THE STRUCTURE. THE ENGINEER OF RECORD RESERVES THE RIGHT TO MODIFY
LOAD PATH SUGGESTED BY THE DELEGATED DESIGN ENGINEE R.
SHOP DRAWINGS:
SHOP DRAWING NOTES:
CONTRACTOR SHALL FURNISH COMPLETE AND DETAILED SHOP DRAWINGS FOR THE
FOLLOWING STRUCTURAL MATERIALS:
STRUCTURAL STEEL
OPEN-WEB STEEL JOIST & METAL ROOF DECK
REINFORCING STEEL
CONCRETE MIX DESIGN
COLD FORMED STEEL FRAMING
UNLESS NOTED, SUBMIT SHOP DRAWINGS FOR ALL FABRICAT ED MATERIALS. ALL SHOP
DRAWINGS MUST BEAR THE REVIEW STAMP OF THE GENERAL CONTRACTOR.
UNSTAMPED SHOP DRAWINGS WILL BE REJECTED WITHOUT RE VIEW.
ELECTRONIC COPIES OF SHOP DRAWINGS SHALL BE SUBMITT ED TO ENGINEER OF
RECORD. ELECTRONIC COPIES OF SHOP DRAWINGS WILL ONLY BE ACCEPTED WITH THE
APPROVAL OF THE ENGINEER OF RECORD. REPRODUCTION O F ELECTRONIC COPIES
WILL BE BILLED TO GENERAL CONTRACTOR FOR REIMBURSEM ENT OF PRINTING COSTS.
DESIGN DRAWINGS SHALL NOT BE REPRODUCED FOR USE AS SHOP DRAWINGS. TWO
SETS OF REVIEWED SHOP DRAWINGS WILL BE RETURNED TO THE GENERAL
CONTRACTOR.
ALLOW MINIMUM 10 WORKING DAYS FOR ARCHITECT/ENGINEE R REVIEW OF EACH SHOP
DRAWING SUBMITTAL. ALLOW AN ADDITIONAL WORKING DAY FOR EVERY 5 DRAWINGS
OVER 30.
SHOP DRAWINGS FOR CONSTRUCTION OF EACH BUILDING COM PONENT NOT DESIGNED
BY THE DESIGN ENGINEER OF RECORD AND NOT SPECIFIED IN THE CONSTRUCTION
DOCUMENTS SHALL BE SIGNED & SEALED BY A PROFESSIONA L ENGINEER REGISTERED
IN THE STATE OF THE PROJECT. COMPONENTS INCLUDE BU T ARE NOT LIMITED TO THE
FOLLOWING: PRE-ENGINEERED TRUSSES, RAILINGS, LADDE RS, LIGHT GAUGE STUD
FRAMING, RACK SYSTEMS, GLAZING SYSTEMS, AWNINGS AND ANY OTHER ITEM THAT IS
DESIGNATED AS "DESIGNED BY OTHERS" OR "PRE-ENGINEER ED". THESE SHOP
DRAWINGS SHALL BEAR CLEAR INDICATION THAT THEY HAVE BEEN REVIEWED AND
APPROVED BY THE PROJECT ARCHITECT OR ENGINEER OF RE CORD.
SHOP DRAWINGS SUBMITTED TO THE ENGINEER OF RECORD SHALL ADHERE TO THE
FOLLOWING GUIDELINES OR THEY WILL BE REJECTED AND R ETURNED TO SENDER
UNCHECKED:
DETAILER SHALL COORDINATE WITH ARCHITECTURAL AND ME CHANICAL DRAWINGS
FOR ALL ATTACHMENTS, CLIPS, OPENINGS OR DUCTWORK AF FECTING STRUCTURAL
MEMBERS. ALL ITEMS SHALL BE SHOWN ON SHOP DRAWINGS .
DIMENSIONAL COORDINATION SHALL BE PERFORMED BY THE GENERAL CONTRACTOR
AND/OR HIS FABRICATOR.
PROPOSED CHANGES TO THE CONSTRUCTION DOCUMENTS SHALL BE CLEARLY MARKED
IN THE SHOP DRAWINGS AND SHALL INCLUDE SIGNED & SE ALED DRAWINGS AND
CALCULATIONS BY AN ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS
LOCATED. THE ENGINEER OF RECORD WILL REVIEW THE PR OPOSED CHANGE FOR
ACCEPTANCE.
THE CONTRACTOR SHALL HAVE PROOF OF WELDER CERTIFICA TION AT THE JOBSITE AT
ALL TIMES.
APPROVED SHOP DRAWINGS SHALL BE AVAILABLE AT THE JO BSITE AT ALL TIMES.
THE LATEST ISSUE DATE, IN THE DRAWING REVISION BOX, OF ANY SHEET
IN THE STRUCTURAL DRAWING SET, SHALL BE CLEARLY SHO WN ON THE
TOP SHEET OF THE SHOP DRAWINGS.
NO PARTIAL SETS WILL BE ACCEPTED, UNLESS PREVIOUSLY APPROVED BY
THE ENGINEER OF RECORD.
STEEL JOIST SUBMITTALS SHALL HAVE JOB SPECIFIC DETA ILS IN
ADDITION TO THE JOIST MANUFACTURER'S TYPICAL DETAILS.
A.
B.
C.
SPECIAL INSPECTION AND TESTING:
THE SPECIAL INSPECTIONS & TESTING PROGRAM:
THE SPECIAL INSPECTION AND TESTING PROGRAM IS A QUA LITY ASSURANCE
PROGRAM INTENDED TO ENSURE THAT THE WORK IS PERFORM ED IN
ACCORDANCE WITH THE CONTRACT DOCUMENTS. THESE INSP ECTIONS ARE
IN ADDITION TO THE INSPECTIONS SPECIFIED IN IBC SEC TION 110. THE
SPECIAL INSPECTION PROGRAM DOES NOT RELIEVE THE CON TRACTOR OF
HIS OR HER RESPONSIBILITY TO COMPLY WITH THE OFFICIAL CONTRACT
DOCUMENTS. FURTHER, IT IS NOT INTENDED THAT THE CO NTRACTOR'S
CONTRACTUAL AND STATUTORY OBLIGATIONS ARE ANYWAY RE LIEVED OR
FOREGONE BY THE PRESENCE OF THE SPECIAL INSPECTOR. THE
CONTRACTOR HAS THE SOLE RESPONSIBILITY FOR ANY DEVIATIONS FROM
THE OFFICIAL CONTRACT DOCUMENTS. THE SPECIAL INSPE CTOR DOES NOT
REPLACE THE DUTIES OF THE BUILDING OFFICIAL NOR THE QUALITY
CONTROL RESPONSIBILITIES AND PERSONNEL OF THE CONTR ACTOR. JOB
SITE SAFETY AND MEANS AND METHODS OF CONSTRUCTION A RE SOLELY THE
RESPONSIBILITY OF THE CONTRACTOR.
THE PROJECT OWNER IS RESPONSIBLE FOR EMPLOYING SPEC IAL INSPECTION
SERVICES. THE SPECIAL INSPECTOR/AGENCY SHALL NOT B E IN THE EMPLOY
OF THE CONTRACTOR, SUBCONTRACTOR OR MATERIAL SUPPLIER, IBC SEC.
1704.1. IN THE CASE OF AN OWNER/CONTRACTOR, THE SP ECIAL
INSPECTOR/AGENCY SHALL BE EMPLOYED AS SPECIFIED BY THE BUILDING
OFFICIAL.
THE SPECIAL INSPECTOR IS OBLIGATED TO BOTH THE OWNE R AND THE
BUILDING OFFICIAL FOR OBSERVING THAT THE WORK IS EX ECUTED IN
SUBSTANTIVE ACCORDANCE WITH THE OFFICIAL CONTRACT D OCUMENTS.
THE OFFICIAL CONTRACT DOCUMENTS ARE DEFINED AS THE PERMITTED
PLANS AND SPECIFICATIONS, ADDENDA, CHANGE ORDERS, I SSUED SKETCHES
AND REVISION DRAWINGS, AND ALL DIRECTIVES ISSUED BY
ARCHITECT/ENGINEER.
THE INSPECTION AND TESTING AGENTS SHALL DISCLOSE AN Y PAST OR
PRESENT BUSINESS RELATIONSHIP OR POTENTIAL CONFLICT OF INTEREST
WITH THE CONTRACTOR OR ANY OF THE SUBCONTRACTORS WH OSE WORK IS
TO BE INSPECTED OR TESTED. THE SPECIAL INSPECTORS MAY HAVE NO
FINANCIAL INTEREST IN PROJECTS FOR WHICH THEY PROVIDE SPECIAL
INSPECTION SERVICES.
THIS PROJECT REQUIRES SPECIAL INSPECTION AND TESTIN G IN ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONA L BUILDING
CODE. THESE NOTES AND THE STATEMENT OF SPECIAL INS PECTIONS PREPARED FOR THE PROJECT OWNER ARE INTENDE D TO
INFORM THE CONTRACTOR OF THE QUALITY ASSURANCE PROG RAM AND THE EXTENT OF THE CONTRACTORS RESPONSIBILIT IES.
SEE SHEET S0.03 FOR SCHEDULE OF SPECIAL INSPECTIONS .
SPECIAL INSPECTION REPORT REQUIREMENTS:
SPECIAL INSPECTION REPORTS AND A FINAL REPORT IN AC CORDANCE WITH
SECTION 1704.2.4 SHALL BE SUBMITTED TO THE BUILDING OFFICIAL PRIOR
TO THE TIME THAT PHASE OF THE WORK IS APPROVED FOR OCCUPANCY.
REPORT REQUIREMENT: SPECIAL INSPECTORS SHALL KEEP RECORDS OF ALL
INSPECTIONS. THE SPECIAL INSPECTOR SHALL FURNISH T HE INSPECTION
REPORTS TO THE BUILDING OFFICIAL, AND TO THE REGIST ERED DESIGN
PROFESSIONAL IN RESPONSIBLE CHARGE. REPORTS SHALL INDICATE THAT
THE WORK INSPECTED WAS OR WAS NOT COMPLETED IN CONF ORMANCE TO
THE APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE
BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTO R FOR
CORRECTION. IF THEY ARE NOT CORRECTED, THE DISCREP ANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL A ND THE
REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARG E PRIOR TO THE
COMPLETION OF THAT PHASE OF THE WORK. A FINAL REPO RT
DOCUMENTING THE REQUIRED SPECIAL INSPECTIONS AND CO RRECTION OF
ANY OF THE DISCREPANCIES NOTED IN THE INSPECTIONS, SHALL BE
SUBMITTED TO THE BUILDING OFFICIAL PRIOR TO THE TIM E THAT PHASE OF
THE WORK IS APPROVED FOR OCCUPANCY.
CONTRACTOR RESPONSIBILITIES:
THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE SPE CIAL INSPECTOR IN
ADVANCE OF CONSTRUCTION SCHEDULES AND PLANNED OPERA TIONS IN ORDER TO
ASSURE TIMELY AND APPROPRIATE INSPECTION FOR THE IT EMS LISTED IN THE
SCHEDULE OF SPECIAL INSPECTIONS. THE CONTRACTOR SH ALL PROVIDE ADEQUATE
NOTICE TO THE SPECIAL INSPECTOR FOR ALL INSPECTIONS.
THE CONTRACTOR SHALL COOPERATE WITH AND ASSIST THE SPECIAL INSPECTOR IN
PERFORMING HIS INSPECTION DUTIES. THE SPECIAL INSP ECTOR SHALL HAVE FREE
ACCESS TO THE PROJECT AT ALL TIMES. THE CONTRACTOR SHALL REVIEW THE
SPECIAL INSPECTION PLAN AND COORDINATE THE SCHEDULE OF WORK TO
ACCOMMODATE THE REQUIRED INSPECTIONS.
PROVIDE ACCESS TO APPROVED PLANS: THE CONTRACTOR IS RESPONSIBLE FOR
PROVIDING THE SPECIAL INSPECTOR ACCESS TO APPROVED PLANS. THE
CONTRACTOR SHALL MAINTAIN A CURRENT SET OF THE CONT RACT DOCUMENTS AT
THE JOB SITE.
CORRECT DISCREPANCIES AND DEVIATIONS: THE CONTRACTO R SHALL, UPON BEING
INFORMED BY THE SPECIAL INSPECTOR, IMMEDIATELY CAUS E TO ELIMINATE SUCH
DISCREPANCIES AND DEVIATIONS.
WORK COMPLETED WITHOUT INSPECTION: WORK REQUIRING INSPECTION WHICH IS
COMPLETED WITHOUT INSPECTION WILL BE REJECTED SOLELY ON THAT BASIS.
RETAIN SPECIAL INSPECTION RECORDS: THE CONTRACTOR IS ALSO RESPONSIBLE
FOR RETAINING AT THE JOB SITE ALL SPECIAL INSPECTIO N RECORDS COMPLETED BY
THE SPECIAL INSPECTOR.
COORDINATE AND SUBMIT. THE CONTRACTOR IS RESPONSIB LE FOR PREPARING
AND SUBMITTING TO THE BUILDING OFFICIAL AND THE OWN ER A STATEMENT OF
CONTRACTOR RESPONSIBILITY, IBC SECTION 1704.4, FOR THEMSELVES AND FOR
SUBMITTING A STATEMENT OF CONTRACTOR RESPONSIBILITY FOR EACH
STRUCTURAL COMPONENT SUBCONTRACTOR.
THE STATEMENTS OF RESPONSIBILITY SHALL BE SUBMITTED PRIOR TO THE
COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT.
A.THE STATEMENT OF CONTRACTOR RESPONSIBILITY SHALL CONTAIN THE
FOLLOWING:
1. ACKNOWLEDGEMENT OF AWARENESS OF THE
SPECIAL REQUIREMENTS CONTAINED IN THE QUALITY ASSU RANCE
PLAN.
2. ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED T O OBTAIN
CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVE D BY
THE BUILDING OFFICIAL.
3. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CON TRACTOR'S
ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND
THE DISTRIBUTION OF THE REPORTS.
4. IDENTIFICATION AND QUALIFICATIONS OF THE PERSON S EXERCISING
SUCH CONTROL AND THEIR POSITIONS IN THE ORGANIZATIO N.
B. STRUCTURAL COMPONENT SUBCONTRACTORS INCLUDE BUT ARE NOT
LIMITED TO STRUCTURAL STEEL FABRICATORS AND ERECTOR S,
COMPONENT FABRICATORS, SUCH AS STEEL JOISTS, METAL OR
WOOD TRUSSES, CONCRETE AND MASONRY CONTRACTORS.
C. AT THE COMPLETION OF STRUCTURAL COMPONENT FABRICA TION,
THE FABRICATORS SHALL SUBMIT A CERTIFICATE OF COMP LIANCE
STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE
APPROVED CONSTRUCTION DOCUMENTS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COSTS OF:
RETESTING AND REINSPECTION OF MATERIALS, WORK AND/O R PRODUCTS
THAT DO NOT MEET THE REQUIREMENTS OF THE CONTRACT D OCUMENTS
AND SHOP DRAWINGS/SUBMITTAL DATA.
REVIEW OF PROPOSED REPAIR AND/OR REPLACEMENT PROCED URES BY THE
REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARG E AND THE
INSPECTORS AND TESTING AGENCIES.
REPAIR OR REPLACEMENT OF WORK THAT DOES NOT MEET TH E
REQUIREMENTS OF THE CONTRACT DOCUMENTS.
THE CONTRACTOR IS RESPONSIBLE FOR THE TRAVEL COSTS OF THE SPECIAL
INSPECTOR OR AGENTS WHEN SHOP INSPECTION IS REQUIRE D OF A NON
APPROVED STRUCTURAL COMPONENT FABRICATOR.
INSPECTION OF FABRICATION:
WHERE FABRICATION OF STRUCTURAL MEMBERS AND ASSEMBLIES ARE
PERFORMED ON THE PREMISES OF THE FABRICATOR, THE SHOP
FABRICATION REQUIRES SPECIAL INSPECTION DURING THE FABRICATION
OF ITEMS FOR THIS PROJECT.
EXEMPTION:
FABRICATORS APPROVED BY THE BUILDING OFFICIAL ARE E XEMPT FROM
THE ON PREMISE INSPECTION. THE APPROVAL BY THE BUILDING
OFFICIAL OF ANY FABRICATOR SHOULD BE PROPERLY DOCUM ENTED
PRIOR TO THE COMMENCEMENT OF FABRICATION. EXEMPTIO N WILL BE
PROVIDED TO FABRICATORS WHO PROVIDE PROOF OF CERTIF ICATION BY
A NATIONALLY RECOGNIZED GOVERNING ASSOCIATION WHICH
PERFORMS PERIODIC INSPECTIONS AND MAINTAINS QUALITY ASSURANCE
CRITERIA. EXAMPLES ARE: AISC CERTIFICATION FOR A STEEL
FABRICATOR, SJI CERTIFICATION FOR A STEEL JOIST MAN UFACTURER,
WTC AND TPI CERTIFICATION FOR A PRE-ENGINEERED WOOD TRUSS
MANUFACTURER.
AT THE COMPLETION OF FABRICATION, THE FABRICATOR SHALL SUBMIT A
CERTIFICATE OF COMPLIANCE TO THE BUILDING OFFICIAL STATING THAT
THE WORK WAS PERFORMED IN ACCORDANCE WITH THE APPRO VED
CONSTRUCTION DOCUMENTS.
CONCRETE TESTING NOTES:
CONCRETE TESTING AND INSPECTION SHALL BE PERFORMED IN
ACCORDANCE WITH THE REQUIREMENTS OF ACI 318 AND THE SCHEDULE OF
SPECIAL INSPECTIONS. SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF
CONCRETE PLACED EACH DAY SHALL BE TAKEN NOT LESS THAN ONCE A DAY,
NOR LESS THAN ONCE FOR EACH 75 C.Y. OF CONCRETE USE D FOR FOOTINGS,
NOR LESS THAN ONCE FOR EACH 5000 SQUARE FEET OF SUR FACE AREA FOR
SLABS. TEST REPORTS INDICATING NON-COMPLIANCE SHALL BE PROVIDED
TO THE OWNER, ARCHITECT & CONTRACTOR. A COPY OF TH E TEST REPORTS
SHALL BE AVAILABLE AT THE JOBSITE.
STEEL INSPECTION & TESTING NOTES:
STRUCTURAL STEEL TESTING AND INSPECTION SHALL BE PE RFORMED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE REFERENCED STANDARDS
AND THE SCHEDULE OF SPECIAL INSPECTIONS.
FIELD BOLTED CONNECTIONS WILL BE TESTED AND INSPECT ED ACCORDING
TO RCSC'S "SPECIFICATION FOR STRUCTURAL JOINTS USIN G ASTM A325 OR
A490 BOLTS."
FIELD WELDS SHALL BE INSPECTED AND TESTED ACCORDING TO AWS D1.1.
IN ADDITION TO VISUAL INSPECTION, WELDED MOMENT CO NNECTIONS
WILL BE TESTED BY ULTRASONIC, ASTM E164, OR OTHER AWS APPROVED
METHOD.
OTHER REQUIRED INSPECTIONS:
THE REQUIREMENTS OF SPECIAL INSPECTIONS AND TESTING IN
ACCORDANCE OF THE INTERNATIONAL BUILDING CODE ARE M INIMUM
REQUIREMENTS AND DO NOT LIMIT THE REQUIREMENTS FOR THE
CONTRACTOR TO PROVIDE OTHER QUALITY CONTROL INSPECT IONS AND
TESTING REQUIRED BY THE OWNER, CONTRACT DOCUMENTS, OR OTHER
GOVERNING AUTHORITIES HAVING JURISDICTION.
PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY: APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSIO N
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/8/2020 8:23:18 AMGEN. STRUCTURAL
NOTES & SPECIAL
INSPECTIONS
2020020.47
FINAL DRAWINGS 07/10/20
Author Approver
TYPE B REMODEL
S0.02MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #405GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
10/09/20
SCHEDULE OF SPECIAL INSPECTIONS
1704.2.5 INSPECTION OF FABRICATORS
MATERIAL/ACTIVITY SERVICE APPLICABLE TO PROJECT
Y/N EXTENT
1705.2 STEEL CONSTRUCTION
VERIFY FABRICATION/QUALITY
CONTROL PROCEDURES
IN-PLANT
REVIEW (3)
DURING
FABRICATION
Y SPECIAL INSPECTIONS ARE NOT REQUIRED WHERE
THE FABRICATOR IS REGISTERED AND APPROVED IN
ACCORDANCE WITH SECTION 1704.2.5.1.
Y
Y
Y
Y
Y
Y
Y
Y
1. FABRICATOR AND ERECTOR DOCUMENTS (VERIFY REPORTS
AND CERTIFICATES AS LISTED IN AISC 360, CHAPTER N,
SECTION N3, PARAGRAPH 2 FOR COMPLIANCE WITH
CONSTRUCTION DOCUMENTS)
2. MATERIAL VERIFICATION OF STRUCTURAL STEEL HIGH-
STENGTH BOLTS, NUTS, & WASHERS, & WELD FILLER
MATERIALS.
3. EMBEDMENTS, VERIFY DIAMETER, GRADE, TYPE, LENGTH ,
& EMBEDMENT. (SEE 1705.3 FOR ANCHORS)
4. VERIFY MEMBERS LOCATIONS, BRACES, STIFFENERS, AN D
APPLICATION OF JOINT DETAILS AT EACH CONNECTION
COMPLY WITH CONSTRUCTION DOCUMENTS
5. STRUCTURAL STEEL WELDING
a. INSPECTION TASKS PRIOR TO WELDING (OBSERVE, OR
PERFORM FOR EACH WELDED JOINT OR MEMBER, THE QA
TASKS LISTED IN AISC 360, TABLE N5.4-1)
b. INSPECTION TASKS DURING WELDING (OBSERVE, OR
PERFORM FOR EACH WELDED JOINT OR MEMBER, THE QA
TASKS LISTED IN AISC 360, TABLE N5.4-2)
c. INSPECTION TASKS AFTER WELDING (OBSERVE, OR
PERFORM FOR EACH WELDED JOINT OR MEMBER, THE QA
TASKS LISTED IN AISC 360, TABLE N5.4-3)
d. NONDESTRUCTIVE (NDT) TESTING OF WELDED JOINTS:
1) NOT USED
2) COMPLETE PENETRATION GROOVE WELDS 5/16" OR
GREATER IN RISK CATEGORY II
5) FABRICATORS NDT REPORTS WHEN FABRICATORS
PERFORMS NDT
6. STRUCTURAL STEEL BOLTING:
a. INSPECTION TASKS PRIOR TO BOLTING (OBSERVE, OR
PERFORM TASKS FOR EACH BOLTED CONNECTION, IN
ACCORDANCE WITH QA TASKS LISTED IN AISC 360, TABLE
N5.6-1)
b. INSPECTION TASKS DURING BOLTING (OBSERVE THE
QA TASKS LISTED IN AISC 360, TABLE N5.6-2)
1) PRE-TENSIONED AND SLIP-CRITICAL JOINTS
a) NOT USED
b) DIRECT TENSION INDICATOR
c) TWIST-OFF TYPE TENSION CONTROL BOLT
2) SNUG-TIGHT JOINTS
c. INSPECTION TASKS AFTER BOLTING (PERFORM TASKS
FOR EACH BOLTED CONNECTION IN ACCORDANCE WITH
QA TASKS LISTED IN AISC 360, TABLE N5.6-3)
SUBMITTAL
REVIEW
SHOP (3) AND
FIELD
INSPECTION
FIELD
INSPECTION
SHOP (3) AND
FIELD
INSPECTION
SHOP (3) AND
FIELD
INSPECTION
SHOP (3) AND
FIELD
INSPECTION
SHOP (3) OR FIELD
ULTRASONIC
TESTING - 10% OF
WELDS MINIMUM
VERIFY
REPORTS
SHOP (3) AND
FIELD INSPECTION
SHOP (3) AND
FIELD
INSPECTION AND
TESTING
EACH
SUBMITTAL
PERIODIC
PERIODIC
OBSERVE OR
PERFORM AS NOTED
(4)
OBSERVE (4)
OBSERVE OR
PERFORM AS NOTED
(4)
PERIODIC
EACH SUBMITTAL (5)
OBSERVE OR
PERFORM AS NOTED
(4)
OBSERVE (4)
PERIODIC
PERIODIC
PERFORM (4)
MATERIAL/ACTIVITY SERVICE
APPLICABLE TO PROJECT
Y/N EXTENT
YFIELD
INSPECTION
PERIODIC
PERIODIC
Y
Y
Y
Y
1. INSPECT REINFORCEMENT, INCLUDING
PRESTRESSING TENDONS, AND VERIFY PLACEMENT.
2. REINFORCING BAR WELDING:
a. VERIFY WELDABILITY OF REINFORCING BARS
OTHER THAN ASTM A706
b. INSPECT SINGLE-PASS FILLET WELDS, MAX.
5/16"
c. INSPECT ALL OTHER WELDS.
3. INSPECT ANCHORS CAST IN CONCRETE.
4. INSPECT ANCHORS POST-INSTALLED IN
HARDENED CONCRETE MEMBERS.
a. ADHESIVE ANCHORS INSTALLED IN
HORIZONTALLY OR UPWARDLY INCLINED
ORIENTATIONS TO RESIST SUSTAINED TENSION
LOADS.
b. MECHANICAL ANCHORS AND ADHESIVE
ANCHORS NOT DEFINED IN 4.a.
5. VERIFY USE OF REQUIRED DESIGN MIX.
6. PRIOR TO CONCRETE PLACEMENT, FABRICATE
SPECIMINS FOR STRENGTH TESTS, PREFORM SLUMP
AND AIR CONTENT TESTS, AND DETERMINE THE
TEMPERATURE OF THE CONCRETE.
7. INSPECT CONRETE AND SHOTCRETE
PLACEMENT FOR PROPER APPLICATION
TECHNIQUES
8. VERIFY MAINTENANCE OF SPECIFIED CURING
TEMPERATURE AND TECHNIQUES.
9. INSPECT PRESTRESSED CONCRETE FOR:
a. APPLICATION OF PRESTRESSING FORCES
b. GROUTING OF BONDED PRESTRESSING
TENDONS.
10. INSPECT ERECTION OF PRECAST CONCRETE
MEMBERS.
11. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR
TO STRESSING OF TENDONS IN POST-TENSIONED
CONRETE AND PRIOR TO REMOVAL OF SHORES
AND FORMS FROM BEAMS AND STRUCTURAL SLABS.
12. INSPECT FORMWORK FOR SHAPE, LOCATION
AND DIMENSIONS OF THE CONCRETE MEMBER
BEING FORMED.
13. CONRETE STRENGTH TESTING AND
VERIFICATION OF COMPLIANCE WITH
CONSTRUCTION DOCUMENTS.
ACI 318 CH.20,
25.2, 25.3,
26.5.1.-26.5.3
1908.4
AWS D1.4
ACI 318:
26.5.4
ACI 318:
17.8.2
ACI 318:
17.8.2.4
ACI 318:
17.8.2
ACI 318: CH.
19.
26.4.5, 26.4.4
1904.1, 1904.2,
1908.2, 1908.3
ASTM C172
ASTM C31
ACI 318:
26.4.5, 26.12
1908.10
ACI 318:
26.4.5
1908.6, 1908.7,
1908.8
ACI 318:
26.4.7-26.4.9
1908.9
ACI 318:
26.9.2.1
ACI
318.26.9.2.3
ACI 318: CH
26.8
ACI 318:
26.10.2
ACI 318:
26.10.1[b]
FOR SI: INCH = 25.4 mm.
{a.} WHERE APPLICABLE, SEE ALSO SECTION 1705.12. SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE.
{b.} SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR
THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDAN CE WITH 17.8.2 IN ACI 318, OR OTHER
QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMEN TS ARE NOT PROVIDED, SPECIAL INSPECTION
REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED D ESIGN PROFFESIONAL AND SHALL BE APPROVED
BY THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF THE WORK.
1705.3 CONCRETE CONSTRUCTION
REFERENCED
STANDARD
APPLICABLE TO PROJECT
Y/N EXTENT
MATERIAL/ACTIVITY REFERENCED
STANDARD
PERIODICY
PERIODIC
CONTINUOUS
PERIODICY
Y
Y
PERIODIC
Y
Y
PERIODIC
PERIODIC
Y PERIODIC
Y CONTINUOUS
Y CONTINUOUS
PERIODICY
N
N
CONTINUOUS
CONTINUOUS
N PERIODIC
N PERIODIC
Y PERIODIC
Y PERIODIC
NOTES:
1. THE INSPECTION AND TESTING AGENT OR AGENTS, SHALL BE ENGAGED BY THE
OWNER OR THE OWNER'S AGENT, AND NOT BY THE CONTRACT OR OR
SUBCONTRACTOR WHOSE WORK IS TO BE INSPECTED OR TEST ED. ANY CONFLICT OF
INTEREST MUST BE DISCLOSED TO THE BUILDING OFFICIAL PRIOR TO COMMENCING
WORK. THE QUALIFICATIONS OF THE SPECIAL INSPECTOR AND/OR TESTING
AGENCIES MAY BE SUBJECT TO THE APPROVAL OF THE BUIL DING OFFICIAL AND/OR
THE DESIGN PROFESIONAL.
2. SUBMIT A LIST OF THE SPECIAL INSPECTORS ON A SEPARATE DOCUMENT TO THE
BUILDING OFFICIAL AND THE DESIGN PROFESSIONAL.
3. SPECIAL INSPECTIONS AS REQUIRED BY SECTION 1704.2.5 ARE NOT REQUIRED
WHERE THE FABRICATOR IS APPROVED IN ACCORDANCE WITH IBC SECTION
1704.2.5.1.
4. OBSERVE ON A RANDOM BASIS, OPERATIONS NEED NOT B E DELAYED PENDING
THESE INSPECTIONS. PERFORM THESE TASKS FOR EACH WE LDED JOINT, BOLTED
CONNECTION, OR STEEL ELEMENT.
5. NDT OF WELDS COMPLETED IN AN APPROVED FABRICATOR 'S SHOP MAY BE
PERFORMED BY THAT FABRICATOR WHEN APPROVED BY THE A HJ. REFER TO AISC
360, N7.
DEFINITIONS:
1. SPECIAL INSPECTION: INSPECTION OF CONSTRUCTION R EQUIRING THE EXPERTISE
OF AN APPROVED SPECIAL INSPECTOR IN ORDER TO ENSURE COMPLIANCE WITH THE
APPROVED CONSTRUCTION DOCUMENTS.
2. SPECIAL INSPECTOR: QUALIFIED FIRM OR INDIVIDUAL RESPONSIBLE FOR
PERFORMING SPECIFIC TESTS OR INSPECTIONS AS PART OF THE SPECIAL
INSPECTION PROGRAM.
3. PERIODIC SPECIAL INSPECTION: THE PART TIME OR IN TERMITTENT OBSERVATION
OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR
WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING
PERFORMED AND AT THE COMPLETION OF THE WORK. MAY BE ALLOWED WHEN
COMPLIANCE OF THE WORK OR PRODUCT CAN BE DETERMINED AFTER BEING
INCORPORATED INTO THE STRUCTURE.
4. CONTINUOUS SPECIAL INSPECTION: THE FULL TIME OBS ERVATION OF WORK
REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS
PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORM ED.
PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY: APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSIO N
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/8/2020 8:23:19 AMSCHEDULE OF
SPECIAL
INSPECTIONS
2020020.47
FINAL DRAWINGS 07/10/20
Author Approver
TYPE B REMODEL
S0.03MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #405GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
10/09/20
H
3
2
1
EDCA
F.V.
98' - 11" +/-
F.V.
8' - 10" +/-
F.V.
8' - 0" +/-
F.V.
15' - 7 1/2" +/-
F.V.
18' - 6" +/-
F.V.
13' - 10" +/-
F.V.
18' - 6" +/-
F.V.
15' - 7 1/2" +/-F.V.1' - 10" +/-F.V.8' - 2" +/-F.V.24' - 0" +/-F.V.15' - 11 1/4" +/-1
B F
2.1
2.2
EX. 36LHEX. 36LHEX. 36LHEX. 36LHEX. 36LHEX. 36LHEX. 36LHEX. 36LHEX. 36LHEX. 18KEX. 18KEX. W16x26 EX. W14x22 EX. W16x26
EX. W8x10F.V.49' - 11 1/4" +/-2
3 3 3
WT: 325#
WT: 130#
4
5
4
5
6
6
7
8
S5.10
1
F.V.
5' - 1 1/2" +/-
F.V.
5' - 1 1/2" +/-
F.V.
6' - 9 5/8" +/-
F.V.
6' - 4" +/-
F.V.
6' - 9 5/8" +/-
F.V.
6' - 9 5/8" +/-
F.V.
6' - 4" +/-
F.V.
6' - 9 5/8" +/-
F.V.
6' - 9 5/8" +/-
F.V.
6' - 4" +/-
F.V.
6' - 9 5/8" +/-
F.V.
6' - 9 7/8" +/-
F.V.
6' - 9 5/8" +/-
F.V.
6' - 5" +/-
F.V.
4' - 5 1/2" +/-
F.V.
4' - 4 1/4" +/-
G
EX. RTU
EX. 36LHEX. 36LHEX. 36LHEX. 36LHEX. W8x10
3
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME F AMILIAR WITH THE JOB
CONDITIONS AND RESTRICTIONS.
2. EXISTING ROOF CONSTRUCTION, JOISTS, & JOIST SPAC ING IS BASED ON EXISTING
STRUCTURAL DRAWINGS BY WCA PROJECT #: 13165, DATED 11/18/2013. CONTRACTOR
SHALL FIELD VERIFY ALL DIMENSIONS AND ALL EXISTING CONSTRUCTION CONDITIONS
PRIOR TO ORDERING MATERIALS AND COORDINATE ANY DISC REPANCIES WITH THE
E.O.R.
3. VERIFY ALL ROOF OPENING SIZES AND LOCATIONS FOR MECHANICAL EQUIPMENT WITH
ARCHITECTURAL AND MECHANICAL DRAWINGS.
4. DO NOT SCALE DRAWINGS.
5. GENERAL CONTRACTOR AND SUB-CONTRACTORS SHALL CAR EFULLY REVIEW THE
CONSTRUCTION DOCUMENTS. INFORMATION REGARDING THE COMPLETE WORK IS
DISPERSED THROUGHOUT THE DOCUMENT SET AND CANNOT BE ACCURATELY
DETERMINED WITHOUT REFERENCE TO THE COMPLETE DOCUME NT SET.
6. FOR DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL DRAW INGS.
7. SEE SHEETS S0.01 AND S0.02 FOR GENERAL STRUCTURA L NOTES.
8. SEE MECHANICAL DRAWINGS FOR SIZES AND LOCATIONS FOR ALL MECHANICAL
EQUIPMENT.
INDICATES METAL ROOF DECK
PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY: APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSIO N
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/8/2020 8:23:19 AMPARTIAL ROOF
FRAMING PLAN
2020020.47
FINAL DRAWINGS 07/10/20
Author Approver
TYPE B REMODEL
S1.11MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #405SCALE:1/4" = 1'-0"1 PARTIAL ROOF FRAMING PLAN
KEYED NOTES GENERAL NOTESSYMBOL LEGEND
1 EXISTING 1.5" METAL DECK
2 EXISTING LT. GAUGE EXTERIOR WALL.
3 EXISTING STEEL COLUMN.
4 MC6x15.3 LAID FLAT WITH FLANGES TURNED DOWN BETWEEN THE DECK FLUTES TO SUPPORT
MECHANICAL UNIT CURB. EXTEND MC6 CHANNEL 6" MIN. PAST BEARING END. SEE DETAIL
7/S5.10.
5 C6x8.2 LAID FLAT BENEATH ROOF CURB.
6 NEW CONDENSER PER MECHANICAL. SEE 7/S5.10 FOR SUPPORT DETAILS.
7 NEW TV. SEE 2/S5.10 FOR TV SUPPORT DETAILS. SEE ARCH'L DRAWINGS FOR LOCATION.
8 WALL FRAMING BELOW.
N
GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
10/09/20
NOTE:
ALL METAL STUDS ARE 3 5/8"x20
GAUGE (362S137-33) AT 16" O.C.
ATTACH NEW TRACK TO
SOFFIT w/(2)-#10 SCREWS
@ 16" O.C.
SOFFIT FRAMING
EX. METAL DECK
PER PLAN
(2)-#10 STS
L3x3x1/4 BETWEEN
HEADERS
STEEL ANGLE, SEE
PLAN.
L3x3x1/4 BETWEEN
JOISTS @ MAX 8'-0" O.C.
3/16
TYP.
EA.
END
EX. STEEL JOIST
PER PLAN
3/16
MC12 (3) SIDES OF
CANOPY
362S137 -33 @ 16" O.C.
362T137-33 @ 16" O.C. w/(1)-#
10 SCREW AT EACH LEG
BRIDGING CENTERED
ON STUD
LB362 STIFF CLIP WITH (3)-#12
STS INTO STUD AND (2) 3/16"
DIA. P.A.F. INTO ANGLE
SEE PLAN
3/16 3-12
CONT. L3x3x1/4
2"x2"x16 GAUGE CLIP
AT EA. STUD TO
ANGLE w/(2)-#10
SCREWS EA. LEG.
3/16
4
S5.10
MC12x10.6
(T/STL=10'-0")
HSS3 1/2x3 1/2x5/16
HANGER
5
S5.10
HSS3 1/2x3 1/2x5/16
HANGER
CENTERLINE HANGER/CHANNEL16' - 3"EQEQEQEQMC12x10.6
(T/STL=10'-0")MC12x10.6 (T/STL = 10'-0")L2x2x1/4 AT
QUARTER POINTS
w/(2) #10 STS
SCREWS TO STUDS
ROOF JOIST ABOVEROOF JOIST ABOVEROOF JOIST ABOVEEXISTING
SOFFIT
L3x3 (HIGH)
BETWEEN JOIST TOP
CHORD, TYP.
L5x3x3/8 LLV (AT
BOT. CHORD)
L5x3x3/8 LLV (AT
BOT. CHORD)
L5x3x3/8 LLV (AT
BOT. CHORD)
L3x3 (LOW)
BETWEEN JOIST
TOP CHORD, TYP.
L3x3 HEADER
ANGLE (HIGH)
L3x3 HEADER
ANGLE (HIGH)
3' - 4"
F.V.
4' - 6 5/8" +/-
3/8" STEEL PLATE WITH 1 1/2"
RADIUS CORNERS, EACH END
3/8" DIA. ROD
STEEL HANGER,
SEE PLAN
3/16 3-12
3/16 3-12
1/4
1/4
L3x3x1/4 BETWEEN JOISTS
PROVIDE JOIST REINFORCING
PER DETAIL 6/S5.10 WHERE
HANGER IS LOCATED
BETWEEN PANEL POINTS
EX. METAL DECK
PER PLAN
EX. STEEL JOIST
PER PLAN
#2 CLEVIS, EACH END
3/16
CHANNEL
TO
TUBE
SEE PLAN
MC12 (3) SIDES OF
CANOPY
SHEAR TAB (TYP.)
SEE 3/S5.10
3/16
3/16
TYP.
EA.
END
L5x3 (LLV) SEE
PLAN
5" CONCRETE SLAB ON
GRADE WITH #4 BARS @ 18"
O.C. EACH WAY ON 10 MIL
VAPOR RETARDER ON 8"
COMPACTED #57 STONE.
PROVIDE MIN. 6" LAP w/EX.
VAPOR RETARDER. TAPE
SEAMS
SAW CUT LINEEX. CONC.
SLAB
NEW SLAB TO BE
LEVEL AND FLUSH
WITH ADJACENT SLAB
#4x0'-8" DOWEL @ 12"
O.C. w/HILTI HIT-HY 200
SAFESET ADHESIVE (4"
EMBED.)
UTILITY TRENCH
SHEAR TAB SHALL BE 3/8" THICK.
5/16" FILLET WELD EACH SIDE OF SHEAR TAB.
BOLT SPACING SHALL BE 3" TYP.
HSS COLUMN SHALL HAVE A MINIMUM 1/4"
THICKNESS. USE A SINGLE ANGLE CONNECTION
WHERE STEEL TUBE WALL IS TOO THIN.
BOLT EDGE DISTANCE, SHALL BE EQUAL TO TWICE
THE BOLT DIAMETER FOR BOTH THE PLATE AND THE
BEAM WEB.
BOLT EDGE DISTANCE, SHALL BE 1-1/4" FOR BOLT
DIAMETERS 7/8" OR LESS AND 1-3/4" FOR BOLT
DIAMETERS GREATER THAN 7/8".
ANGLE SIZE SHALL BE 3" FOR SHORT LEG AND 4
TIMES THE BOLT DIAMETER +1" FOR THE LONG LEG.
"a"
"b"
"c"
"e"
"f"
"g"
A325 BOLT SCHEDULE
MAXIMUM BEAM SIZE IN
EACH BEAM DEPTH GROUP
A-325N BOLTS
No. PER BEAM SIZE
MC12 3
3/4" DIA.
3"
TRIM LEG IF WIDER
THAN COLUMN
STEEL COLUMN
ANGLE "g" SEE
NOTE "a" FOR
THICKNESS
5/16 OR
5/16 3/4
5/16
SINGLE ANGLE CONNECTION WHERE
REQUIRED BY NOTE "e"
STEEL BEAM
STEEL COLUMN
SEE NOTE "e"
TYP.
3/4"
SHEAR TAB "a"
"b"
TYP.TYP."f"TYP."c""f"
"f"
NOTE:
THIS DETAIL IS INTENDED TO BE USED WHERE LOADS OCCU R AT
LOCATIONS OTHER THAN AT JOIST CHORD PANEL POINT LOC ATIONS.
NOTE: WHEN A CONCENTRATED LOAD OCCURS BETWEEN CHORD PANEL
POINTS, PROVIDE ANGLE REINFORCEMENT AS SHOWN IF THE APPLIED
LOAD EXCEEDS 100#. IF MULTIPLE CONCENTRATED LOADS OCCUR
BETWEEN CHORD PANEL POINTS, THE SUM OF THE CONCENTR ATED
LOADS SHALL NOT EXCEED 100#
L2x2x1/4 ANGLE STRUT AT JOISTS -
PROVIDE ONE ANGLE ON EACH SIDE
OF JOIST
LOAD
3/16
3
SIDES
EA.
END
PANEL
POINT
LOAD
L2x2x1/4 EA. SIDE
STEEL SHIMS @ 2'-0" O.C. (NOT
REQ'D IF TAPERED CURBS ARE
PROVIDED)
3/16
3 SIDES EA.
END
NOTE: WHEN A CONCENTRATED LOAD OCCURS
BETWEEN CHORD PANEL POINTS, PROVIDE ANGLE
REINFORCEMENT AS SHOWN IF THE APPLIED LOAD
EXCEEDS 100 LBS. IF MULTIPLE CONCENTRATED LOADS
OCCUR BETWEEN CHORD PANEL POINTS, THE SUM OF
THE CONCENTRATED LOADS SHALL NOT EXCEED 100 LBS.
C6 ALIGN w/CURB
1/4
MECH. UNIT
MECH. UNIT CURB
SEE MECH'L DWGS
CONT. MC6
12 GAUGE STRAP w/(3)-#
12 SCREWS EA. END
1/2" DIA. SMOOTH DOWEL 18" LONG
AT 12" O.C. - APPLY BOND BREAKER
OR VISQUEEN WRAP TO FREE END
CONSTRUCTION JOINT
CONTROL JOINT
VAPOR RETARDERCONC. SLAB,
SEE PLAN
CLEAN HARDENED
CONCRETE AND APPLY
BOND BREAKER PRIOR TO
PLACING 2ND POUR
1/8"
SAWCUT CONTROL JOINT
TO BE 1/4 SLAB THICKNESS
FILL SAW CUT
w/JOINT SEALANT
CONC. SLAB,
SEE PLAN
VAPOR RETARDER
GRANULAR FILL
(2)-#4 x 4'-0" LG. BARS WHERE
CONTROL/CONSTRUCTION JOINTS
INTERSECT BUT DO NOT
CONTINIUE BEYOND
INTERSECTION
CONTROL OR CONSTRUCTION
JOINT
CONTROL OR CONSTRUCTION
JOINTS
(2)-#4 x 4'-0" LG. BARS AT EACH
CORNER OF DEPRESSED SLAB OR
RE-ENTRANT CORNER WHERE
CONTROL/CONSTRUCTION JOINTS
DO NOT EXTEND FROM CORNER DEPRESSED CONCRETE SLAB OR
RE-ENTRANT CORNER
METAL ROOF
DECK
EXISTING JOIST HSS4x4x3/16 WITH
1/8" CLOSURE PLATE
EA. END
1/4 4'-0" MAX.HOUSING
BOX(2)L3x3x1/4x0'-3" WITH
3/4" DIA. THREADED
ROD AT EACH END,
BOLTED TO THE JOIST
BOTTOM CHORD
3/4" DIA. HOLE
THROUGH TOP AND
BOTTOM OF HSS FOR
ELECTRICAL ACCESS
3" DIA. STD PIPE
MITER TUBE AT TOP
AS REQUIRED FOR
ROOF SLOPE
CENTER ON TUBE
ABV
A
A
SECTION A-A
1/4
TYP. 3
SIDES
WHERE TUBE FALLS BETWEEN
PANEL POINTS INSTALL JOIST
REINFORCING PER DETAIL
6/S5.10
JOIST BOTTOM CHORD
PLATE WASHER
PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY: APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSIO N
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/8/2020 8:23:24 AMFOUNDATION &
FRAMING DETAILS
2020020.47
FINAL DRAWINGS 07/10/20
Author Approver
TYPE B REMODEL
S5.10MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #405SCALE:3/4" = 1'-0"4 SECTION
SCALE:1/4" = 1'-0"1 BON-FIRE GRILL CANOPY PLAN
SCALE:3/4" = 1'-0"5 SECTION
SCALE:3/4" = 1'-0"10 SECTION
SCALE:3/4" = 1'-0"3 TYP. BOLTED SHEAR TAB CONN. SCHEDULE
SCALE:3/4" = 1'-0"6 TYP. JOIST REINFORCING
SCALE:3/4" = 1'-0"7 MECHANICAL ROOFTOP EQUIPMENT SUPPORT DETAIL
SCALE:3/4" = 1'-0"8 TYP. FLOOR SLAB JOINT DETAILS
SCALE:3/4" = 1'-0"9 TYP. RE-ENTRANT CORNER BAR DETAIL
SCALE:3/4" = 1'-0"2 TYP. TV MOUNT DETAIL
N
GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
10/09/20
PLUMBING GENERAL NOTES
1. SLOPE BUILDING SANITARY WASTE LINES IN THE BUILDING AT 1/4”PER FOOT. THE P.C. MAY RUN
4”AND LARGER AT 1/8”PER FOOT IF PERMITTED BY THE AUTHORITY HAVING JURISDICTION.
FIELD VERIFY EXTERIOR BUILDING SEWER INVERT PRIOR TO INSTALLATION OF INTERIOR PIPING.
2. PROVIDE WALL & FLOOR CLEANOUTS PER CODE REQUIREMENTS WITH (WALL) S.S. OR BRASS C.O.
WALL COVERS, BRASS SCREWS, AND FLUSH WITH FINISHED WALL. SEE DETAIL 3/P2.02.
3. HANG ALL VENT PIPING AS SHOWN, WITH CLEVIS HANGERS, ALL THREAD ROD AND SIDE BEAM
ATTACHMENTS OR EPOXY COATED UNISTRUT CHANNEL WITH CLAMPS. KEEP PIPING AS TIGHT AS
POSSIBLE TO THE TRUSSES TO ENSURE NO OBSTRUCTIONS WITH OTHER TRADES, AND RAIN
WATER LEADER/ROOF DRAIN PIPING.
4. PROVIDE DEEP SEAL P-TRAP AND TRAP PRIMER OR TRAP GUARD ON ALL FLOOR DRAINS/SINKS.
TRAP SEAL DEVICE: J.R. SMITH 2692 OR PROSET TRAP GUARDS. INSTALL 1/2”SOFT “K”COPPER OR
ENGLES METHOD PEX PIPE, ENCASED IN PLASTIC PIPE SLEEVE, TO EACH FLOOR DRAIN/SINK. TRAP
SEAL DEVICES: NO PIPING REQUIRED. SEE DETAIL.
5. ALL FLOOR DRAINS/SINKS SHALL HAVE INDIVIDUAL P-TRAP AND SHALL BE VENTED BY THE
BUILDING SANITARY VENT SYSTEM.
6. SEE CONVENIENCE STORE EQUIPMENT SCHEDULE ON SHEET P2.00 FOR KITCHEN EQUIPMENT
INDIRECT WASTE REQUIREMENTS. PLUMBING CONTRACTOR SHALL ROUTE ALL KITCHEN
EQUIPMENT, ICE BINS, AND OTHER EQUIPMENT INDIRECT WASTE LINES WITH AIR GAP TO
NEAREST FLOOR SINK. COORDINATE ALL KITCHEN EQUIPMENT DRAINS WITH K.E. SUPPLIER AND
INSTALLER.
7. ALL ICE MAKER AND ICE STORAGE BINS DRAIN LINES SHALL BE A MINIMUM OF 3/4”. NO
EXCEPTIONS.
8. THE PLUMBING CONTRACTOR SHALL PROVIDE A FULL SIZE DRAIN ON ALL BACKFLOW PREVENTION
DEVICES. ROUTE FULL SIZE DRAIN TO AN APPROVED DISCHARGE RECEPTOR, AND INSTALL WITH
CODE COMPLIANT AIR GAP.
9. THE PLUMBING CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL FLOOR DRAIN,
FLOOR SINKS, AND TRAP PRIMERS. SEE ARCHITECTURAL SHEETS FOR DIMENSIONS AND EXACT
LOCATIONS. CONTRACTOR SHALL CONTACT THE ARCHITECT IMMEDIATELY IF DISCREPANCIES
EXIST.
10. CONNECT SEWER VENT PIPING AND ROUTE HORIZONTALLY WITHIN BUILDING. PENETRATE
BUILDING WITH FULL SIZE VENT THROUGH ROOF WHERE SHOWN. INSTALL VTRS HEIGHT OF
BUILDING PARAPET. SECURE ALL VENT PIPING.
11. HANG ALL VENT PIPING, AS SHOWN, WITH CLEVIS HANGERS, ALL THREADED ROD AND SIDE BEAM
ATTACHMENTS OR EPOXY COATED UNISTRUT CHANNEL WITH CLAMPS. KEEP PIPING AS TIGHT AS
POSSIBLE TO THE TRUSSES TO PROVIDE ROOM FOR OTHER TRADES, ROOF DRAINS AND STORM
DRAIN PIPING.
12. PLUMBING CONTRACTOR SHALL PROVIDE PIPE TAG WITH EQUIPMENT NAME, FUNCTION AND BTUH
LOAD.
13. PROVIDE TRUE-BRO INSULATION ITS, ON ALL SINKS WITH EXPOSED DRAINS AND SHUTOFF VALVES.
14. SEE THE KITCHEN EQUIPMENT SHEETS FOR REQUIREMENTS AND INSTALLATION HEIGHTS.
EQUIPMENT IS OWNER FURNISHED, VENDOR INSTALLED. PLUMBING CONTRACTOR SHALL PROVIDE
AND CONNECT WASTE, VENT AND WATER CONNECTIONS AND ALL ASSOCIATED MATERIALS.
15. MINIMUM CONDENSATE PIPING IS 3/4”. SEE PIPE SPECIFICATIONS FOR MATERIALS.
16. INDIRECT WASTE TO SINKS MAY BE PVC-DWV IF PERMITTED BY LOCAL CODE AND THE WATER
SUPPLY TEMPERATURE TO SINKS IS 120°F OR LESS. IF WATER SUPPLY TEMPERATURE IS GREATER
THAN 120°F, USE HARD DRAWN 'L' COPPER PIPE WITH WROUGHT FITTINGS.
17. ALL FLOOR DRAINS SHALL BE FLUSH WITH FINISHED FLOOR.
18. CABINETS CONTAINING FLOOR SINK SHALL BE OPEN TO THE FLOOR SINK FOR CLEANING AND
ACCESS.
19. MAINTAIN CODE COMPLIANT SEPARATION BETWEEN SANITARY WASTES AND FOOD SERVICE
WASTES.
20. ALL VENTS IN EXTERIOR WALLS SHALL BE INSTALLED ON THE WARM SIDE OF BUILDING
INSULATION.
21. ALL UNDER FLOOR WATER PIPING SHALL BE WRAPPED IN MINIMUM OF 1/2”THICK ARMAFLEX
INSULATION, OR AS REQUIRED PER LOCAL CODE, UNLESS PIPING IS LOCATED WITHIN A PIPE
CHASE OR UNDERSLAB SLEEVE.
22. SEE PLUMBING PLANS FOR EXACT LOCATION OF ROOF DRAINS AND VENT PIPING THROUGH ROOF.
23. ALL GAS PIPING SHALL BE INSTALLED IN COMPLIANCE WITH ALL LOCAL CODES AND NFPA
REQUIREMENTS. PROVIDE PERMITS, MATERIALS AND LABOR FOR A COMPLETE, FUNCTIONAL
PIPING SYSTEM. PERFORM ALL TESTS TO MEET THESE CODES.
24. PLUMBING CONTRACTOR SHALL CONFIRM LOCATION OF ALL EQUIPMENT PRIOR TO PROVIDING
PLUMBING ROUGH-IN.
25. ANY PENETRATIONS THROUGH FIRE RATED PARTITIONS SHALL BE SEALED WITH SCOTCH-3M #FS
195 WRAP AND CP #25 CAULK.
26. PLUMBING CONTRACTOR SHALL NOT INSTALL PIPING ABOVE OR WITHIN THE CODE REQUIRED
WORKING CLEARANCES OF AN ELECTRICAL PANEL, SWITCH GEAR, OR CONDUITS. COORDINATE ALL
WORK WITH THE ELECTRICAL CONTRACTOR.
27. THE PLUMBING CONTRACTOR SHALL MAKE ALL REQUIRED FINAL PLUMBING CONNECTIONS TO
OWNER SUPPLIED EQUIPMENT.
28. VENTS OFFSETTING HORIZONTALLY MUST BE AT LEAST 6”ABOVE THE HIGHEST FIXTURE’S FLOOD
RIM.
29. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL ALL ‘P’PLUMBING FIXTURES AND
EQUIPMENT SHOWN ON THE PLUMBING FIXTURE SCHEDULE. OWNER FURNISHED ITEMS SHALL BE
CONNECTED TO BUILDING WASTE AND WATER SYSTEMS BY THE PLUMBING CONTRACTOR.
30. ONLY FULL PORT BALL VALVES ARE PERMITTED AND SHALL BE USED FOR ZONE OR AREA VALVES
WITHIN THE BUILDING.
37. ALL HOT WATER, COLD WATER, ROOF DRAIN, OVERFLOW DRAIN, AND CONDENSATE PIPING WILL
BE INSULATED WITH MINIMUM 1”THICK INSULATION. SEE INSULATION SCHEDULE IN THESE PLANS
FOR INSULATION TYPE AND THICKNESS.
38. ALL WATER LINES SHALL BE HUNG USING COATED CLEVIS HANGERS, ALL THREAD ROD AND SIDE
BEAM ATTACHMENTS OR EPOXY COATED UNISTRUT CHANNEL, ALL THREAD ROD AND SIDE BEAM
ATTACHMENTS, SECURE PIPE WITH INSULATED CLAMPS.
39. ALL KITCHEN EQUIPMENT, OWNER PROVIDED EQUIPMENT, AND BAR SINKS INDIRECT WASTE
DRAINS SHALL BE PIPED TO A FLOOR SINK W/PROPER AIR GAP. PROVIDE CLEAN OUT ACCESS TO
THESE FLOOR SINKS LOCATED UNDER CABINETS.
40. INSTALL WATER BALL VALVE SHUT OFF VALVES TO ALL OWNER PROVIDED KITCHEN AND BEVERAGE
EQUIPMENT. VALVES SHALL BE PARKER HANNIFIN, APOLLO FERGUSON OR NIBCO. MAY BE
SUBSTITUTED WITH 10-DAY PRIOR APPROVAL BY OWNER AND ENGINEER. THESE VALVES SHALL BE
LOCATED PER EQUIPMENT MANUFACTURERS RECOMMENDATION OR OWNERS DIRECTION. PROVIDE
AND INSTALL ALL BACKFLOW PREVENTION AS REQUIRED PER STATE AND LOCAL PLUMBING CODES.
41. SEE SHEET P2.00, PLUMBING FIXTURE SCHEDULE FOR A LISTING OF ALL OF THE PLUMBING
FIXTURES AND EACH FIXTURE’S TRIM.
42. ANY & ALL PENETRATIONS THROUGH THE BUILDING ROOF OR WALLS SHALL BE SEALED WITH
“DECK-MATE”FLASHING FOR ROOF & WALL SYSTEMS. G.C. SHALL PROVIDE, INSTALL & PAINT TO
MATCH BUILDING. PLUMBING CONTRACTOR SHALL COORDINATE WITH THE G.C. ALL
PENETRATIONS AND SIZES. THE ARCHITECT SHALL HAVE THE FINAL INPUT ON HOW ALL
PENETRATIONS SHALL BE SEALED. THE PLUMBING CONTRACTOR AND G.C. SHALL VERIFY WITH THE
ARCHITECT ALL SEALING REQUIREMENTS.
43. THE PLUMBING CONTRACTOR SHALL PROVIDE A PERMANENTLY SECURED LAMINATED VALVE TAG
(PRIOR TO FINAL WALK THRU), TO EACH OF THE COLD AND HOT WATER VALVES WHICH SERVE
THE MAVERIK’S EQUIPMENT.
44. ALL WATER VALVES ABOVE HARD LID OR DROP-IN CEILING SHALL BE INSTALLED BETWEEN 1’-0”TO
1’-6”ABOVE THE CEILING FOR ACCESS VIA LADDER BY MAINTENANCE PERSONNEL. PROVIDE BIG
ENOUGH ACCESS PANEL TO ACCESS EACH VALVE AT EACH LOCATION.
45. THE PLUMBING CONTRACTOR SHALL MEET ALL STATE, LOCAL AND HEALTH DEPARTMENT CODES
RELATED TO BACKFLOW PROTECTION. EACH PIECE OF EQUIPMENT THAT IS PROVIDED BY THE P.C.
AND THE OWNER SHALL HAVE THE PROPER BACKFLOW PREVENTION. FIELD VERIFY WITH STATE,
CITY AND HEALTH DEPARTMENT BACKFLOW PROTECTION REQUIREMENTS FOR THE STORE AND
EACH PIECE OF EQUIPMENT BEING INSTALLED. THE P.C. IS RESPONSIBLE TO PROVIDE ALL
NECESSARY BACKFLOW PREVENTION DEVICES FOR EACH EQUIPMENT PIECE. PROVIDE FULL SIZE
DRAINS TO AN APPROVED RECEPTOR WITH CODE COMPLIANT AIR GAP.
PLUMBING GENERAL NOTES
PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY: APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSION
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/9/2020 11:17:42 AMPLUMBING
LEGENDS & NOTES
2020020.47
FINAL DRAWINGS 07/10/20
Author Approver
TYPE B REMODEL
P0.00MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #405NG(LP) LOW PRESSURE NATURAL GA...
HB HOSE BIBB
FPSC FROSTPROOF SILLCOCK
AD ACCESS DOOR
AFF ABOVE FINISHED FLOOR
HD HUB DRAIN
BFP BACKFLOW PREVENTER
KEC KITCHEN EQUIPMENT...
FS FLOOR SINK
VTR VENT THRU ROOF
SH SHOWER
FD FLOOR DRAIN
CO CLEANOUT
COTG CLEANOUT TO GRADE
FCO FLUSH WITH FLOOR CLEANOUT
EWC ELECTRIC WATER COOLER
MS MOP SINK
S SINK
LAV LAVATORY
UR URINAL
WC WATER CLOSET
CD CONDENSATE DRAIN PIPING
CA COMPRESSED AIR PIPNG
FP FIRE PROTECTION PIPING
NG NATURAL GAS PIPING
HWR HOT WATER RETURN PIPING
HW HOT WATER PIPING
CW COLD WATER PIPING
OFD OVERFLOW ROOF DRAIN...
RD ROOF DRAIN PIPING
V SANITARY VENT PIPING
GW GREASE WASTE
SAN SANITARY PIPING
PLUMBING ABBREVIATIONS
THIS PROJECT CONSISTS OF AN EXISTING CONVENIENCE STORE REFRESH OF STORE FIXTURES AND STORE
EQUIPMENT. THERE WILL BE SEVERAL NEW WALLS INSTALLED TO FACILITATE THE REFRESH.
THE EXISTING DRINK STATION AREA IS BEING RECONFIGURED. THE NEW DRINK EQUIPMENT WILL REQUIRE NEW
INDIRECT WASTES TO THE NEW DRINK STATION FLOOR SINK. THE NEW DUMP SINK WILL HAVE AN INDIRECT WASTE
DRAINING TO THE NEW FLOOR SINK, AND IT WILL CONNECT TO ADJACENT HOT AND COLD WATER BRANCHES.
THERE ARE NEW DUMP SINKS LOCATED ON A NEW WALL, THEY WILL INDIRECTLY WASTE INTO A NEW FLOOR SINK
AND THEY WILL CONNECT TO EXISTING ADJACENT HOT AND COLD WATER BRANCHES.
THE EXISTING COFFEE AREA WILL BE SHORTENED, WITH AN EXISTING WING WALL REMOVED. THERE WILL BE NEW
CABINETRY, COUNTER AND NEW EQUIPMENT. COFFEE AREA PLUMBING WILL BE MODIFIED TO ACCOMMODATE THE
NEW LAYOUT, AND NEW FLOOR SINKS AND DUMP SINK WILL BE INSTALLED. CONTRACTOR WILL PROVIDE NEW
CONNECTIONS TO EXISTING WATER, WASTE AND VENT BRANCH MAINS.
THE RESTROOMS ARE BEING ENLARGED TO MAKE ROOM FOR AN ADDITIONAL WATER CLOSET OR URINAL. THE
WASTE PIPING WILL BE MODIFIED TO CONNECT TO THE NEW FIXTURES.
PLUMBING DESIGN INTENT
GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
10/09/20
H
3
2
1
EDCAB F
2.1
2.2
G
4
4
(E)FS-1
(E)FS-1
(E)FS-1
7
7
4
4
4
3
9
9
9
9
(E)FS-1
(E) 4"ø GW(E) 4"ø GW
(E)FS-1
8
(E)FS-1
7
7
8
4
(E)FS-1(E)FS-1
(E)FS-1
4
(E)FS-1
(E)FS-1
6
3
1
1
2
2
10 11
5
PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY: APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSION
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/9/2020 11:17:44 AMPLUMBING
DEMOLITION PLAN
2020020.47
FINAL DRAWINGS 07/10/20
Author Approver
TYPE B REMODEL
P0.01MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #405KEY NOTES
SCALE:1/4" = 1'-0"1 PLUMBING DEMOLITION PLAN
10 EXISTING SANITARY WASTE TO REMAIN. JET AND SCOPE ALL EXISTING PIPING BEING MODIFIED TO ENSURE
NO OBSTRUCTIONS. NOTIFY OWNER IF DAMAGED OR OBSTRUCTED.
11 REMOVE EXISTING SANITARY WASTE UPSTREAM OF THE CONNECTION TO THE RESTROOM FLOOR DRAINS.
PREPARE REMAINING PIPE FOR CONNECTION TO NEW PIPING.
1 REMOVE AND STORE EXISTING URINALS AND WATER CLOSETS FOR REINSTALLATION AFTER NEW RESTROOM
FINISHES INSTALLED.
2 REMOVE EXISTING LAVATORY.
3 EXISTING FLOOR SINK TO REMAIN. RETAIN SANITARY VENT CONNECTIONS.
4 EXISTING FLOOR SINK TO BE REMOVED. CUT AND CAP WASTE AND VENT BELOW FLOOR.
5 REMOVE WASTE PIPING SERVING EXISTING URINAL FROM VENT CONNECTION TO MAIN AND PREPARE FOR THE
INSTALLATION OF NEW WASTE AND VENT PIPING. REMOVE THE WATER LINE SERVING THE EXISTING URINAL
BACK TO THE MAIN AND CAP.
6 RETAIN EXISTING BEVERAGE CONDUIT.
7 CUT AND CAP EXISTING BEVERAGE CONDUIT BELOW FLOOR.
8 RETAIN CONDUIT. SEE P1.01 FOR CONTUNUATION.
9 EXISTING GREASE WASTE TO REMAIN. JET AND SCOPE ALL EXISTING PIPING BEING MODIFIED TO ENSURE NO
OBSTRUCTIONS. NOTIFY OWNER IF DAMAGED OR OBSTRUCTED.
N
GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
10/09/20
H
3
2
1
EDCAB F
2.1
2.2
2
51 51
110 51
1
2
2
3
72.1 72.1
N49
13
6
66
6
P7
P7
P7 P7
7 7
7
7
8
8
N106
N69
14 16
7
7
95 964
8
8
8
2
8
P5
P5
G
3"ø GW
FS-1
FS-1
FS-1
FS-1
2
6
48
9C
9C
N9
N9
11
N9
FS-1
(E)FS-1
51
4
49
5
(E) 4"ø SAN2"ø SAN1 1/2"ø V(E) 2"ø V
(E) 2"ø V(E) 4"ø SAN4
PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY: APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSION
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/9/2020 11:17:47 AMPLUMBING WASTE
AND VENT PLAN
2020020.47
FINAL DRAWINGS 07/10/20
Author Approver
TYPE B REMODEL
P1.01MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #405SCALE:1/4" = 1'-0"1 PLUMBING WASTE AND VENT PLAN
KEY NOTES
7 EXISTING GREASE WASTE TO REMAIN. JET AND SCOPE ALL EXISTING PIPING BEING MODIFIED TO ENSURE NO
OBSTRUCTIONS. NOTIFY OWNER IF DAMAGED OR OBSTRUCTED.
8 TIE NEW VENT INTO EXISTING VENT MAIN. FIELD VERIFY EXACT LOCATION AND HEIGHT OF EXISTING VENT
MAIN PRIOR TO THE START OF ANY WORK.
9 CONNECT NEW SANITARY WASTE PIPING TO EXISTING PIPING.
1 EXTEND 4" PVC CONDUIT TO NEW GONDOLA. COORDINATE WITH ARCHITECTURAL FOR PENETRATION.
2 CONNECT NEW 3" FS-1 TO EXISTING 3" MINIMUM GREASE WASTE MAIN. ROUTE 1-1/2" VENT UP AND CONNECT
TO EXISTING VENT.
3 CONTRACTOR SHALL REWORK EXISTING SODA CONDUIT SO IT IS ENCLOSED WITHIN NEW CABINETRY.
COORDINATE WITH EXISTING CONDITIONS.
4 REINSTALL EXISTING URNIALS AND WATER CLOSETS AFTER NEW TILE INSTALLATION.
5 EXISTING SANITARY WASTE TO REMAIN. JET AND SCOPE ALL EXISTING PIPING BEING MODIFIED TO ENSURE
NO OBSTRUCTIONS. NOTIFY OWNER IF DAMAGED OR OBSTRUCTED.
6 ROUTE 1-1/2" INDIRECT WASTE FROM DUMP SINK TO FLOOR SINK BELOW. SEE INDIRECT WASTE PIPING
DETAILS FOR ADDITIONAL INFROMATION.
N
GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
10/09/20
H
3
2
1
EDCA
1
2
3
4
5
7 8
B F
2.1
2.2
P7
2
1821
72.1 72.1 9695
N102
51
5151
3
36
P7
P7 P7
8
8
15
P5
P5
G
9
9C
9C
11
N9
N9
48
7
7
8
(E) 1"ø CW
(E) 1"ø CW
(E) 1"ø CW
(E) 1 1/2"ø CW
11
11
10
10
P3
P2
P2 P2
11
PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY: APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSION
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/9/2020 11:17:50 AMPLUMBING WATER
PLAN
2020020.47
FINAL DRAWINGS 07/10/20
Author Approver
TYPE B REMODEL
P1.02MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #405SCALE:1/4" = 1'-0"1 PLUMBING WATER PLAN
KEY NOTES
1 CONNECT TO EXISTING 1/2" FILTERED WATER FW-2. ROUTE LINE TO CAPPUCCINO MACHINE. PROVIDE CODE
COMPLIANT BACKFLOW PREVENTER AS SCHEDULED ON SHEET P2.00.
2 CONNECT TO EXISTING 1/2" FILTERED WATER FW-1. ROUTE LINE TO COFFEE MAKER. PROVIDE CODE COMPLIANT
BACKFLOW PREVENTOR AS SCHEDULED ON SHEET P2.00
3 CONNECT 1/2" HW & 1/2" CW TO SINK PROVIDE WITH ISOLATION SHUTOFF VALVES LOCATED ABOVE FIXTURE, IN
CEILING ABOVE.
4 RETAIN EXISTING 4" UNDERGROUND PVC CONDUIT AND WATER LINES.
5 PROVIDE NEW 1/2" CW, 1/2" HW, 1/2" FW-1, & 1/2" FW-2 WATER LINES IN EXTENDED CONDUIT. CONNECT NEW
PIPING TO EXISTING BRANCH MAINS.
6 ROUTE NEW 3/4" FW-1 FROM FILTERS TO ICE MACHINES. PROVIDE CODE COMPLIANT BACKFLOW PREVENTER AS
SCHEDULED ON SHEET P2.00 FOR EACH ICE MACHINE.
7 ROUTE NEW 3/4" FW-2 FROM FILTERS DOWN IN WALL. PROVIDE 1/2" BRANCH TO EACH FROZEN CARBONATED
BEVERAGE MACHINE WITH CODE COMPLIANT BACKFLOW PREVENTER SCHEDULED ON SHEET P2.00.
8 ROUTE NEW 1/2" FW-1 DOWN IN WALL. ROUTE TO TEA BREWER, PROVIDE CODE COMPLIANT BACKFLOW PREVENTER
AS SCHEDULED ON SHEET P2.00.
9 CONNECT TO EXISTING 1/2" FILTERED WATER FW-1. ROUTE LINE TO F'REAL MACHINE. PROVIDE CODE COMPLIANT
BACKFLOW PREVENTER AS SCHEDULED ON SHEET P2.00.
10 PROVIDE NEW LAVATORY IN NEW LOCATION. CONNECT TO EXISTING HOT AND COLD WATER PIPING. MODIFY/EXTEND
PIPING AS NEEDED TO COMPLETE THE INSTALLATION.
11 REINSTALL EXISTING URINALS AND WATER CLOSETS AFTER NEW TILE INSTALLATION.
N
GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
10/09/20
SYMBOL WDESCRIPTIONVCWHW
PLUMBING FIXTURE SCHEDULE
EQUIPMENT AND INSTALLATION BY PLUMBING CONTRACTOR UNLESS NOTED OTHERWISE
P7 IW1/2" 1/2" 1 1/2"
BAR SINK - THE SINKS TO BE FURNISHED AND INSTALLED BY THE MILL WORK CONTRACTOR.
THE P.C. SHALL TRIM THESE SINKS OUT AND CONNECT THEM TO THE WATER AND SEWER
SYSTEMS. PROVIDE AND INSTALL KOHLER K 15888/K 15850-4M-CP "CORALAIS" TWO HANDLE
BAR FAUCET, KOHLER K 8807-3 1/2" SINK STRAINER, LEONARD MODEL 20300 THERMOSTATIC
MIXING VALVE (SET THE OUTLET HOT WATER TEMPERATURE AT 105 TO 110 DEGREES),
BRASSCRAFT KTCR19X C STOPS, ESCUTCHEONS, STAINLESSSTEEL BRAIDED SUPPLIES,
AND 1 1/2" INDORECT WASTE TO FLOOR SINK. POSITION FAUCET AS SHOWN ON THE DRAWINGS.
P9 3/4"___
WATER FILTER -OWNER FURNISHED, P.C. INSTALLED. P.C. TO FURNISH WATER LINES TO UNIT WITH
SHUT OFF VALVE AND RUN FILTERED WATER (FW1) TO FIXURES OR KITCHEN EQUIPMENT SHOWN
ON THE DRAWINGS.
P12
P11 2"
2"
___
___
BACKFLOW PREVENTER -WATTS LF009MSQT-S REDUCED PRESSURE BACKFLOW PREVENTER, IN-LINE
CHECK VALVES, TEST COCKS, 2 SHUT OFF VALVES AND BRONZE STRAINER. PIPING DRAIN TO FLOOR
SINK IN THIS ROOM. INSTALL 48”A.F.F.
PRESSURE REDUCING VALVE -WATTS LFU5B, WITH BYPASS FOR THERMAL EXPANSION. SET
REGULATOR FOR MINIMUM OF 55.5 PSI AT THE OUTLET, PROVIDE 0-200 PSI 2-1/2”FACE-PRESSURE
GAUGE, AND BALL VALVES ON BOTH INLET & OUTLET ENDS OF RPZ. INSTALL AT 48”A.F.F. SEE
DETAIL 15/P2.01.
FS2
FS1
_3"
_ _1 1/2"2"
1 1/2"_
FLOOR SINK -J.R. SMITH MODEL #3140Y02-PDBS, 12-1/2”X12-1/2”X6”, 2”OUTLET WITH POLISHED
ALUMINUM DOME STRAINER. PROVIDE DEEP SEAL P-TRAPS WITH TRAP PRIMERS. IF APPROVED BY
AUTHORITY HAVING JURISDICTION, P.C. MAY USE PROSET TRAP GUARDS IN LIEU OF TRAP PRIMERS.
SEE DETAIL 3/P2.01.
FLOOR SINK -J.R. SMITH MODEL #3140Y02-PDBS, 12-1/2”X12-1/2”X6”, 2”OUTLET WITH POLISHED
ALUMINUM DOME STRAINER. PROVIDE DEEP SEAL P-TRAPS WITH TRAP PRIMERS. IF APPROVED BY
AUTHORITY HAVING JURISDICTION, P.C. MAY USE PROSET TRAP GUARDS IN LIEU OF TRAP PRIMERS.
SEE DETAIL 3/P2.01.
P5 1 1/2" 2"
1/2"1/2"
LAVATORY (ADA) - ELKAY "LUSTERTONE" LLVR1916-1, STAINLESS STEEL SINGLE BOWL 19 5/8" X 16
11/16", SINGLE FAUCET HOLE, FULLY UNDERCOATED, LKF293 OVERFLOW ASSEMBLY, SELF-RIMMING,
OVAL LAVATORY. PROVIDE & INSTALL ELKAY LK174 BRASS GRID STRAINER W/OVERFLOW OPENING,
TOTO SELF-GENERATING "ECOPOWER" SENSOR THERMAL MIXING FAUCET-MODEL TEL101-D10ET
WITH STANDARD SPOUT WITH THERMOSTATIC MIXING VALVE (SET AT 110°F TO 115°F HOT WATER),
TOTO TES1ADC-05 #CP SOAP DISENSER, TSFB1 SOAP, BRASSCRAFT KTCR19X C STOPS,
ESCUTCHEONS, AND TRUE-BRO 102W ADA INSULATION KIT. MOUNT LAVATORY IN THE VANITY
COUNTERTOP BY OWNER.
P3
P1
P2
2"_4"
_2"4"
3/4"2"3"
1"
1"
_
WATER CLOSET (ADA)-KOHLER K-96057-0 "HIGHCLIFF", 12" ROUGH-IN, ELONGATED BOWL, 16
7/8" BOWL HEIGHT, 1-1/2" SPUD, 1.6PGF, SIPHON JET OPERATING SYSTEM, WHITE VITRIOUS
CHINA WATER CLOSET. PROVIDE KOHLER K-4670-C WHITE SEAT W/OPEN FRONT AND SLOAN
MODEL 8111-1.6/1.1 "SOLIS" 1.6 OR 1.1 GPF, SOLAR POWERED DUAL FLUSH FLUSHOMETER,
TOILET FLUSH CONTROLS TO BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET.
WATER CLOSET -KOHLER K-96053-0 "WELLCOMME", 12" ROUGH-IN, ELONGATED BOWL, 15 1/4"
BOWL HEIGHT, 1-1/2" SPUD, 1.6PGF, SIPHON JET OPERATING SYSTEM, WHITE VITRIOUS CHINA
WATER CLOSET. PROVIDE KOHLER K-4670-C WHITE SEAT W/OPEN FRONT AND SLOAN MODEL
8111-1.6/1.1 "SOLIS" 1.6 OR 1.1 GPF, SOLAR POWERED DUAL FLUSH FLUSHOMETER, TOILET
FLUSH CONTROLS TO BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET.
URINAL (ADA)-KOHLER K-4991 ET-0, "BARDON", WALL HUNG, WHITE VITREOUS CHINA, 3/4" TO
SPUD, "WATERSENSE COMPLIANT", 1.0 GPF, HIGH EFFICIENCY URINAL, PROVIDE SLOAN MODEL
8186-1 "SOLIS" 1.0 GPF SOLAR POWERED FLUSHOMETER AND A J.R. SMITH 0636 "OFF THE
FLOOR" URINAL SUPPORT. MOUNT URINAL 17" FROM FINISHED FLOOR TO RIM OF URINAL.
NOTE: FOR PIPE SIZES 1 1/4" & SMALLER, USE
INSULATION SIZED FOR A 1/4" LARGER PIPE TO
ALLOW
ROOM FOR INSULATION OVER HEAT TRACE CABLE.
NOTE: ALL UNDERGROUND AIR, HOT & COLD WATER, HOT WATER RETURN & SUPPLY,
REFRIGERANT,
STEAM & CONENSATE PIPING TO BE INSULATED, ALSO SEE SPECIFICATIONS.
INSULATION SCHEDULE
(° F)
40° -180°
40° -180°
FLUID TEMP.
RANGE
100° -140°
35° -140°REFRIGERANT
DOMESTIC HOT & COLD WATER ABOVE FLOOR
DOMESTIC HOT & COLD WATER BELOW SLAB
HEAT TRACED DOMESTIC HOT WATER ABOVE
FLOOR
SYSTEM TYPE
1/2" ARMAFLEX OR IMCOA
1/2" -1"
2"
1 1/4" -1 1/2"
PIPE SIZES
1"
1 1/2"
2"
FIBERGLASS INS.
THICKNESS
1/2" ARMAFLEX OR IMCOA
INSULATION TYPE
DOMESTIC HOT WATER ABOVE FLOOR WITH HEAT TRACE
DOMESTIC COLD WATER ABOVE FLOOR ALL 1"
ROOF DRAIN & OVERFLOW DRAIN ABOVE FLOOR ALL 1"
FIBERGLASS w/ VAPOR BARRIER
2 1/2"2 1/2"
3" OR LARGER SAME SIZE AS PIPE
1/2" -1"
2" OR LARGER
1 1/4" -2"
1"
1 1/2"
2"
DOMESTIC HOT WATER ABOVE FLOOR WITHOUT HEAT
TRACE
DISHWASHER - ON HOT & COLD WATER
LINES
(WATTS # LF288A),
ASSE 1001.
WATTS # LF26A 0-25
PSI VALVE 3/4"
LIQUID FILLED GAUGE
0-100 PS1.
3 COMPARTMENT SINK - FAUCETS W/ VACUUM
BREAKERS
WITH NO HOSE
CONNECTION.
FILTERED WATER SYSTEM (R.O.),
SODA / CARBONATOR SYSTEM - WATTS # LFSD-3,
ASSE 1022.
COFFEE MACHINES
CAPPACCINO MACHINES - WATTS # 9BD, ASSE 1052.
PIPE DRAIN TO
NEAREST FLOOR SINK,
ASSE 1052.
ICE MACHINES - WATTS # LF7U2-2 DUAL
CHECK, ASSE 1024.
R.O. FILTER SYSTEM - WATTS # LF007M1QT-S,
ASSE 1015.
PLUMBER PROVIDED & INSTALLED
BACKFLOW PROTECTION & PRESSURE REDUCING
CONVENIENCE STORE EQUIPMENT SCHEDULE
EQUIPMENT SUPPLIED & SET BY SUPPLIER INDICATED ON FACILITIES EQUIPMENT DRAWINGS (EQ). ALL PLUMBING ROUGH-IN & FINAL
PLUMBING CONNECTIONS BY PLUMBING CONTRACTOR. REFER TO EQ. DRAWINGS FOR EXACT ROUGH-IN, CONNECTION REQUIREMENTS
LOCATIONS & DIMENSIONS. ALL HOT & COLD WATER CONNECTIONS TO EQUIPMENT SHALL BE MADE THRU VALVES OR STOPS EQUAL
TO THOSE SPECIFIED FOR PLUMBING FIXTURES AND BRAIDED STAINLESS STEEL CONNECTORS.
2. WASTE & VENT,
3. CONDENSATE
DRAINS:
RAIN WATER
BELOW GRADE:
1. DOMESTIC WATER:TYPE 'K' SOFT COPPER BELOW FLOOR OR GRADE w/
WROUGHT COPPER FITTINGS (BRAZED). TYPE 'L' HARD
DRAWN COPPER TUBING w/ WROUGHT COPPER (95/5
SOLDER). FITTINGS ABOVE FLOOR OR GRADE.
3/4" -2 1/2" TYPE "K" SOFT COPPER 3" + DUCTILE IRON OR
PVC CONFORMING TO AWWA STANDARDS
SERVICE WEIGHT NO-HUB CAST IRON w/ MG' OR 'IDEAL'
FITTINGS. SCHEDULE 40 GALV. STEEL FOR EXPOSED VENT
LINES. ALL DRAINS & TRAPS TO BE CAST BRASS, CAST IRON
OR GALV, STEEL. PLASTIC PIPING CONFORMING TO IAPMO AND
ASTM SPECIFICATIONS IS ACCEPTABLE WHERE PERMITTED BY
LOCAL CODES. NO PLASTIC PIPE IS PERMITTED IN RETURN
PLENUM ATTIC.
TYPE 'L' HARD DRAWN COPPER w/ WROUGHT COPPER
SOLDER JOINT FITTINGS. WALK-IN COOLERS/FREEZERS:
MINIMUM OF TYPE M COPPER PIPE WITH 95/5 SOLDER
FITTING AND MEET NSF STANDARDS.
NO COMBUSTIBLE PIPING OR MATERIAL SHALL BE RUN IN RETURN AIR PLENUM SPACE
ABOVE CEILING. ALL UNDERGROUND WATER PIPING SHALL BE WRAPPED &/OR
INSULATED PER SPECIFICATIONS.
PIPE SPECIFICATIONS
1. DOMESTIC WATER:
PEX PIPING MAY BE INSTALLED IN ALL CONCEALED SPACES, ABOVE CEILING, AND IN
BETWEEN WALLS IF APPROVED BY THE LOCAL PLUMBING CODE.
THE P.C. SHALL USE THE FOLLOWING:
PEX PIPE:UPONOR -PAX a (ENGLE-METHOD CROSSLINKED POLYETHYLENE). ASTM 876/877.
FITTINGS:UPONOR -PROPEX ENGINEERED POLYMER (EP) FITTINGS. ASTM 1960 AND
ANSI/NSF 14 & ANSI/NSF 61.
CONNECTORS:UPONOR -PROPEX RINGS (ENGLE-METHOD CROSSLONKED POLYETHYLENE).
ANSI/NSF 14 & ANSI/NSF 61.
SUPPORTS:UPONOR -PAX a PIPE SUPPORT (CHANNEL). GALVANIZED STEEL CHANNEL. FOR
ASTME 84 INSTALLATIONS. ALL PIPE MUST BE COVERED WITH A PEX a
PIPE SUPPORT OR A MINIMUM 1/2" THICK RATED INSULATION. REFER TO
UPONOR INSTALLATION INSTRUCTIONS.
"ALL EXPOSED PIPING SHALL BE TYPE "K" COPPER WITH WROUGHT FITTINGS."
(NO SUBSTITUTIONS) : WRONG MATERIALS WILL BE REMOVED AND REPLACED AT THE PLUMBING
CONTRACTORS EXPENSE.
PEX PIPE ALTERNATE SPECIFICATIONS
PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY: APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSION
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/9/2020 11:17:51 AMPLUMBING
SCHEDULES
2020020.47
FINAL DRAWINGS 07/10/20
Author Approver
TYPE B REMODEL
P2.00MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #405_
ITEM DESCRIPTION MODEL/MFG. FW CW HW V W IW NOTES:
4 ICE/BEVERAGE
DISPENSER
FLAVOR
SELECT/ FS60 3/8" - - - 3/4"
TO
FLOOR
SINK
11 CAPPUCCINO
MACHINE Bunn iMix-5S 1/4" - - - -
TO
FLOOR
SINK
18 QUIETQUBE ICE
MAKER HOSHIZAKI 3/8" - - - 3/4"
TO
FLOOR
SINK
20A OVEN/RACK
NU-VU-OP-4/8
M 1/4" - - - - -
21 ICE MAKER ( OVER
BEV. DISP.)
N13 22R-32
SCOTSMAN
PRODIGY PLUS
3/8" - - - -
TO
FLOOR
SINK
33 ICE CREAM
MERCHANDISER ZERO ZONE - - - - -
TO
FLOOR
SINK
51 STAINLESS STEEL
SINK (HAND OR BAR)
FURNISHED BY
MILLWORK - 1/2" 1/2" 1-1/2" 2"
TO
FLOOR
SINK
72.1 FROZEN
CARBONATED BEV.
ICEE-VIPER 4
FLAV.3/8" - - - 1/2"
TO
FLOOR
SINK
96 F'REAL
11-CSGF-X1-FR
RL 1/4" - - - 3/4"
TO
FLOOR
SINK
GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
10/09/20
UNION
COOLING COIL
PIPING SUPPORTS
AT 5' O.C. AND AT
CHANGES IN
DIRECTION. SLOPE MIN.
1/4"/FT.
WALK-IN
COOLER
OR
FREEZER
RUN TO BACK WALL
& ROUTE ALONG
WALLS TO RECEPTOR
VENT WHEN
REQUIRED
ESCUTCHEON
AIR GAP
FLOOR SINK
2X PIPE DIA.
NOTE:
PIPE MATERIAL TO BE MINIMUM OF
TYPE M COPPER PIPE.
INDIRECT WASTE SCHEDULE
INDIRECT WASTE LINE TO RECEPTOR
TYPICAL METHODS FOR RUNNING
CONNECTION
AT CASE
LOCAL AUTHORITY.
BELOW RIM IF APPROVED BY
NOTE: I.W. LINE MAY TERMINATE
ENDS OPEN
VERTICAL TEE WITH BOTH
DISCHARGE POINT
OPEN TEE TO BE BELOW CASE
FLOOR SINKDRAIN LINE
SUPPORTED
AS SHOWN
VENT AS REQUIRED
2X PIPE SIZE
OUTLET.
LGR. THAN
PIPE SIZE
MIN. ONE
1/2" I.D.
LESS THAN
BUT NOT
OUTLET
SAME AS
YES
NO
NO
YES
YES
NO
OVER 15'
5'-15'
0-5'
SIZE
PIPE
REQ'D
VENT
REQ'D
TRAP
LENGTH
PIPE
2X PIPE SIZE
FLOOR SINK
VENT AS REQUIRED
TRAP
TRAP
CONNECTION
AT CASE
(MIN)
2X PIPE DIA.THE LOCAL HEALTH DEPT. REQUIREMENTS
DIRECTION OF THE BUILDING CODE AND
NOTE: INSTALL FLOOR SINK AS PER THE
FLOOR SINK
OUTLET TO P-TRAP
ALUMINUM DOME STRAINER
CONCRETEALL FLOOR SINKS SHALL HAVE A
TRAP PRIMER OR A TRAP SEAL.
FINISHED FLOOR MATERIALSFINISHED FLOOR MATERIALS
INSTALL DEEP SEAL P-TRAPS ON ALL
FLOOR SINKS.
FLOOR CLEANOUT
LONG SWEEP
FITTINGS
2" PIPE
SINK
2" OR 3" PIPE
2" WALL CLEANOUT
FOOT VENT
45° FITTING
SLOPE
SLOPE 2" PIPE
2" PIPE
2" PIPE
2" VENT THRU ROOF
WALL
NOTE:
RAISE RETURN VENT AS
HIGH AS POSSIBLE UNDER
THE DRAIN BOARD. USE
2(45°) FITTINGS AND ONE
LONG RADIUS ELBOW TO
MAKE LOOP. INSTALL LONG
SWEEP FITTINGS BELOW
FLOOR AND RUN
HORIZONTALLY TO NEAREST
PARTITION. USE 45°
FITTINGS FOR EASY
STOPPAGE CLEANING.
F S 1
1/2"FW1
TOP VIEW
KITCHEN SERVICE
R E A R V IE WWALL IC E
S O D A M A C H IN E
O U T L E T
DELI PREP
DRINK
YOGURT
SLUSH
A S P O S S IB L ECOUNTER. H O L D
1 " H OL E IN
C L OS E T O U N IT
D R A IN L IN E A S
L IN E , M IN IM U M
D R A IN3/4 "FLOOR CLEANOUT (FCO)
CLEANOUT TO GRADE (COTG)
WALL CLEANOUT (WCO)
FLOOR LINE
WALL
WASTE LINE
FLOOR LINE
BALANCE OF PIPING
SAME AS COTG
BRASS C.O. PLUG W/
COUNTER-SUNK HEAD
FINISHED GRADE
16" SQ. CONCRETE PAD.
TROWEL SMOOTH AND
BEVEL EDGES.
CI WASTE LINE.
LENGTH TO SUIT
1/8 CI
BEND
CLEANOUT AND ACCESS COVER.
TOP OF COVER TO BE FLUSH W/
TOP OF FLOOR
CHROME
WALL
COVER AND
SCREW
MAY EXTEND AS
WASTE OR VENT
CLEANOUT
TEE
W/ PLUG
BALANCE OF PIPING
SAME AS COTG
6"
1/8 CI BEND
1/8 CI BEND
INSULATION (TYP.)
HOT WATER LINE
COLD WATER LINE
UNISTRUT-LENGTH VARIES
DEPENDING ON LINE SIZES
AND NUMBER OF LINES
BEING SUPPORTED. (USE
P-4000 UNISTRUT)
ATTACH 1/2" HANGER
RODS TO MEMBER
(TYP.)
CONDUIT FOR
ELECTRICAL
WIRING OR OTHER
PIPING
NOTE:
USE SIMILAR HANGERS
FOR STEAM,
CONDENSATE, AND AIR
LINES
1
2
3
4
FEMALE x FEMALE
LONG SWEEP
BEND (TYP
EACH END)COUPLER
NOTES:
EXTEND MIN.
7" THRU SLAB
100' MAX.
SLAB
A.
B.
PULL CORD
PULL CORD
CHASE SUPPLIED AND INSTALLED BY P.C.
USE OF TEES, SHORT SWEEP 45° AND 90° ELLS IS NOT
ALLOWED.
CHASE SHALL BE LAID IN STRAIGHT RUNS BETWEEN RISER
POINTS WITH THE USE OF ONLY TWO LONG SWEEP 90°
ELLS (36" MINIMUM RADIUS)
INTERIOR OF CHASE SHOULD BE SMOOTH WITH NO SHARP
OR ROUGH JOINT EDGES TO RESTRICT OR CATCH
BEVERAGE TUBING.
4"⌀MIN. PVC PIPE WITH PULL
CORD ENTIRE RUN OF PIPE TO
PULL BEVERAGE LINES.
2"⌀MIN. PVC PIPE FOR CO² LINE
W/PULL CORD ALONG ENTIRE
LENGTH OF PIPE.
PROVIDE AND INSTALL
TEMPORARY CAP OVER
EACH RISER (USE NO
CEMENT)
4"⌀X6" THICK
FOAM CAP FOR
BEVERAGE CHASE
PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY: APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSION
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/9/2020 11:17:52 AMPLUMBING DETAILS
2020020.47
FINAL DRAWINGS 07/10/20
Author Approver
TYPE B REMODEL
P2.01MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #405SCALE:1/4" = 1'-0"1 REFRIGERATION CONDENSATE DRAIN DETAIL
SCALE:1/8" = 1'-0"2 TYPICAL INDIRECT WASTE DRAIN DETAIL
SCALE:1/4" = 1'-0"3 FLOOR SINK (FS1 & FS2) DETAIL
SCALE:1/4" = 1'-0"7 ISLAND SINK INSTALLATION DETAIL
SCALE:1/4" = 1'-0"8 ICE BIN DRAIN LINE DETAIL
SCALE:1/8" = 1'-0"4 CLEANOUTS DETAIL
SCALE:1/8" = 1'-0"5 TYPICAL PIPE HANGER SUPPORT DETAIL
SCALE:1/8" = 1'-0"6 BEVERAGE & CO 2 SUPPLY CHASE DETAIL
GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
10/09/20
TIE INTO EXISTING VENT
MAIN, FIELD VERIFY
LOCATION OF MAIN
TIE INTO EXISTING VENT
MAIN, FIELD VERIFY
LOCATION OF MAIN
EXISTING
CLEANOUT
EXISTING GREASE
WASTE CAPPED
AT FLOOR
EXISTING GREASE
WASTE CAPPED
AT FLOOR
EXISTING GREASE
WASTE CAPPED
AT FLOOR
EXISTING GREASE
WASTE CAPPED
AT FLOOR
(E) 3"ø G
W
(E) 2"ø G
W(E ) 4 "ø G W
FS-1
FS-1
FS-1
FS-1
(E)FS-1
P5
FS-1 3 "ø G W
3 "ø G W 2"ø V2"ø V2"ø V3"ø GW
3"ø GW (E ) 4 "ø S A N(E ) 2 "ø V
(E ) 2 "ø V
4"ø SAN (E)FD-1
(E)FD-1
P5
P3
P2
P2
EXISTING 3" VTR.
TIE INTO EXISTING VENT
MAIN, FIELD VERIFY
LOCATION OF MAIN
WCO
1 1/2"ø V
2"ø SAN1/2"ø FW1/2"ø FW1/2"ø FW1/2"ø HW1/2"ø CWP7
P7
P7
P7
1/2"ø FW
1/2"ø HW
1/2"ø CW3/4"ø FW1/2"ø FW3/4"ø FW1/2"ø HW1/2"ø HW1/2"ø HW1/2"ø HW1/2"ø HW1/2"ø HWTIE WATER PIPING INTO
EXISTING MAINS, FIELD
VERIFY LOCATION OF
MAINS
TIE WATER PIPING INTO
EXISTING MAINS, FIELD
VERIFY LOCATION OF
MAINS
TIE WATER PIPING INTO
EXISTING MAINS, FIELD
VERIFY LOCATION OF
MAINS
TIE WATER PIPING INTO
EXISTING MAINS, FIELD
VERIFY LOCATION OF
MAINS
TIE WATER PIPING INTO
EXISTING MAINS, FIELD
VERIFY LOCATION OF
MAINS
TIE WATER PIPING INTO
EXISTING MAINS, FIELD
VERIFY LOCATION OF
MAINS
72.1
18
21
96
95
11
9C
9C
N102 1/2"ø FWTIE WATER PIPING INTO
EXISTING MAINS, FIELD
VERIFY LOCATION OF
MAINS
P5
P3
P3
P2
P5
P2
P2
(E) 2"ø CW
3/4"ø CW3/4"ø CW1/2"ø HW1/2"ø CW3/4"ø CW3/4"ø CW
1/2"ø HW1/2"ø CW(E ) 1 1 /2 "ø C W
(E) 1"ø C
W
(E) 1"ø CW(E) 1"ø CWPROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY: APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSION
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/9/2020 11:17:55 AMPLUMBING
ISOMETRICS
2020020.47
FINAL DRAWINGS 07/10/20
Author Approver
TYPE B REMODEL
P2.02MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #405SCALE:1 WASTE RISER
SCALE:2 WATER ISOMETRIC
GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
10/09/20
GENERAL NOTES
1. THE ARCHITECTURAL, STRUCTURAL, PLUMBING AND
ELECTRICAL DRAWINGS AND OTHER RELATED DOCUMENTS
SHALL BE CONSIDERED A PART OF THE MECHANICAL
CONTRACT, AS FAR AS THEY APPLY TO THE MECHANICAL
SYSTEMS, AS IF REFERRED TO IN FULL.
2. ALL FIELD CONDITIONS AND JOB SITE DIMENSIONS ARE
TO BE VERIFIED PRIOR TO COMMENCEMENT OF WORK.
3. ALL CONSTRUCTION WORK SHALL BE PERFORMED IN
STRICT ACCORDANCE WITH ALL APPLICABLE BUILDING
CODES. (IMC, UMC, IBC, UBC, STATE AND LOCAL CODES).
4. THE LOCATION OF ALL PENETRATIONS SHALL BE
COORDINATED WITH ARCHITECTURAL AND STRUCTURAL
DRAWINGS.
5. MECHANICAL CONTRACTOR SHALL PROVIDE LEVELING
PLATFORM AND CURBS FOR ALL NECESSARY ROOF
EQUIPMENT. COORDINATE WITH ROOF EQUIPMENT
SUPPLIER.
6. ALL FIELD CONDITIONS AND DIMENSIONS SHOWN ON THE
DRAWINGS SHALL BE VERIFIED PRIOR TO SUBMITTING
BIDS, NO ALLOWANCE WILL BE MADE FOR NOT
COMPLYING WITH THIS REQUIREMENT.
7. CONTRACTOR SHALL NEATLY LABEL ROOF MOUNTED
EQUIPMENT WITH 4" MINIMUM LETTERING WITH PLAN
EQUIPMENT NAME PLATE TAG #. I.E.: CU-18A, CU-21A
8. ALL EQUIPMENT SHALL BE FURNISHED WITH (THREE)
MAINTENANCE MANUALS, EQUIPMENT SCHEDULES, TAGS
AND LETTER OF GUARANTEE IN A BINDER(THREE) WITH
TABS, AS PER PROJECT BOOK SPECIFICATION, SECTION
01700.
9. MAINTAIN 4'-0" SERVICE CLEARANCE BETWEEN PARAPET
AND ROOF MOUNTED EQUIPMENT.
10. ALL REFRIGERATION PIPE SIZES SHALL BE PER
MANUFACTURER'S RECOMMENDATIONS OR
SPECIFICATIONS. USE 404A REFRIGERANT.
11. NO REFRIGERATION PIPE PENETRATIONS PERMITED IN
RETAIL AREA. COORDINATE IN FIELD PRIOR TO
PERFORMING WORK.
12. ICE MACHINES REQUIRE INSULATION ON BOTH LIQUID
AND SUCTION LINES. ALL OTHER REFRIGERATION
EQUIPMENT SHALL HAVE ONLY SUCTION LINES
INSULATED.
13. ALL SITE ASSEMBLED REFRIGERATION PIPING SHALL BE
SUBJECTED TO TESTING PER IMC SECTION 1108.1
PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY:APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSION
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/9/2020 11:17:39 AMMECHANICAL
LEGENDS & NOTES
2020020.47
FINAL DRAWINGS 07/10/20
Author Approver
TYPE B REMODEL
M0.01MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #405WET BULB WB
WEIGHT WT
WATT W
VOLUME VOL
VALVE V
THERMOSTAT T STAT
TEMPERATURE DIFFERENCE TD
TEMPERATURE TEMP
SUPPLY AIR SA
SUCTION SUCT
STATIC PRESSURE SP
STANDARD STD
SQUARE SQ
SPECIFICATION SPEC
REFRIGERANT (12, 22, ECT.) R12, R22
PRESSURE, STATIC SP
PRESSURE DROP PD
PRESSURE PRES
PSI GAGE PSIG
POUNDS PER SQUARE INCH PSI
POUNDS PER SQUARE FOOT PSF
POUNDS LBS
PHASE (ELECTRICAL) PH
PERCENT %
OUTSIDE AIR OA
NUMBER NO.
NOT TO SCALE NTS
NOT IN CONTRACT NIC
NORMALLY CLOSED N.C.
NORMALLY OPEN N.O.
NOISE CRITERIA NC
MINIMUM MIN
MILES PER HOUR MPH
MAXIMUM MAX
LIQUID LIQ
LINEAR FEET LF
LEAVING WATER TEMPERATURE LWT
LEAVING AIR TEMPERATURE LAT
LATENT HEAT LH
KILOWATT KW
FREQUENCY (ELECTRICAL) HZ
DIAMETER DIA Ø
DEW-POINT TEMPERATURE DPT
BRAKE HORSEPOWER BHP
AVERAGE AVG
APPROXIMATE APPROX
APPARATUS DEW POINT ADP
AMPERE (AMP, AMPS) AMP
AMBIENT AMB
ALTERNATING CURRENT AC
ABOVE FINISHED FLOOR AFF
MECHANICAL ABBREVIATIONS
CONNECT TO EXISTING
PIPE RISING UP
PIPE DROPPING DOWN
REFRIGERANT LIQUID
REFRIGERANT SUCTION
EQUIPMENT DESIGNATION
DESIGNATION NUMBER
DIA. DIAMETER
CD CONDENSATE
SYMBOL & ABBREVIATION DESCRIPTION
LEGEND MECHANICAL SYMBOLS
RS
RL
CD
18, 18A
THIS PROJECT CONSISTS OF AN EXISTING CONVENIENCE STORE REFRESH OF STORE FIXTURES AND STORE EQUIPMENT.
THE EXISTING HVAC SYSTEMS, IE: RTUS, DUCTWORK, HOOD OR THERMOSTATS, ARE TO REMAIN WITH THE FOLLOWING MODIFICATIONS. AN
EXISTING SALES AREA DIFFUSER MAY REQUIRE A MINOR ADJUSTMENT TO REDIRECT THE AIRFLOW AWAY FROM THE NEW BONFIRE GRILL
CANOPY AND NEW HOT DOG GONDOLA TO PREVENT AIR FROM BLOWING DIRECTLY ONTO EITHER OF THEM. THE SUPPLY DIFFUSERS ON THE
RTU SERVING THE BOH AND RESTROOM AREA WILL BE RE-BALANCED TO PROVIDE ADDITIONAL AIRFLOW TO THE RESTROOMS.
THE EXISTING DRINK STATION AREA IS BEING RECONFIGURED AND THE EXISTING SODA/ICE DISPENSER IS BEING REPLACED WITH (2) TWO
NEW SODA/ICE DISPENSERS WITH ROOF MOUNTED REMOTE CONDENSERS. THE INSULATED REFRIGERANT PIPING WILL ROUTE ON THE ROOF
AND PENETRATE THE SPACE IN TO THE ADJACENT WALL. NO REFRIGERATE PIPING SHALL BE INSTALLED AND ROUTED THROUGH THE SALES
AREA.
THE EXISTING RESTROOM EXHAUST FAN IS BEING REPLACED. THE NEW FAN IS TO BE INSTALLED ON THE EXISTING ROOF CURB AND CONNECT
TO THE EXISTING DUCTWORK.
THE WALK-IN COOLER/FREEZER CONDENSERS ARE BEING REPLACED. THE NEW UNITS ARE TO BE INSTALLED ON THE EXISTING ROOF CURB.
MECHANICAL DESIGN INTENT GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
10/09/20
1
1A
2A 5A
3A 4A
1A
2A 5A
3A 4A
2
3
1821
CONDENSING UNIT #18A
(CUBE ICE MAKER) 325 LBS
18A
CONDENSING UNIT #21A
(CUBE ICE MAKER#2) 130 LBS
7A
7A
6A6A
8A
8A
REFRIGERATION SCOPE OF WORK
REFRIGERATION CONTRACTOR SHALL INSTALL ALL OWNER PROVIDED
EQUIPMENT (CONDENSERS, EVAPORATORS, EXPANSION VALVES,
SOLENOID VALVES, & CONTROL VALVES).
FOLLOW MANUFACTURER'S INSTALLATION MANUALS & THESE
REFRIGERATION PLANS & DETAILS.
REFRIGERATION CONTRACTOR SHALL PROVIDE ALL PIPING EXCEPT
FOR THE ICE MACHINES. PROVIDE 1/2" INSULATION ON ALL PIPING.
CONTRACTOR SHALL CHARGE EACH SYSTEM WITH REFRIGERATE TO
THE PROPER VOLUMES PER MANUFACTURER'S EQUIPMENT MANUALS.
WALL
LIQUID LINE
UNISTRUT
SUCTION LINE
1/2" INSULATION (R-3)
BRASS COUPLER
PIPE
SUPPORT
INSTALL GASKET OR
TAPE
TO ISOLATE PIPE.
B-LINE "VIBRACLAMP"
BUT SERIES PIPE CLAMP
COUPLER
ROOF
NOTE: PAINT EXPOSED REFRIGERATION PIPE
INSULATION WITH TWO COATS OF WHITE FINISH
TO PROTECT FROM UV RAYS.
SLEEVE PROVIDED &
INSTALLED
BY REFRIGERATION
CONTRACTOR
ROOF SEALANT AROUND ENTIRE
PIPE OPENING. ALLOW WATER TO
DRAIN AWAY FROM OPENING ON
TO THE ROOF
CONDENSER
WEATHER PROOF
DISCONNECT
LIQUID & SUCTION LINES
WITH INSULATION
ELECTRICAL
CONDUIT
CURB (BY ROOFING CONTRACTOR)
SEISMIC BRACING
#10 SHEET METAL
SCREW 12" ON
CENTER
SEE 7/S5.10 FOR CURB ANCHORING DETAIL
CONDENSER MOUNTING ANGLE
ROUTE DOWN TO EQUIPMENT
REFRIGERATION EQUIPMENT SCHEDULE
18A 18
21A 21
ICE MAKER #1 HOSHIZAKI 60"X17"X30"325 HOSHIZAK KMS-2000MLH 115V/1∅2.5 30x24x33 2063/4"1/2"3/4"1/2"
EQUIPMENT
CONDENSER
MANUFACTURER MODEL #VOLTAGE H.P.FLA MOPD WEIGHT
EVAPORATOR
MANUFACTURER MODEL #VOLTAGE H.P.MCA MOPD L x W x H
DIMENSIONS WEIGHT
L S
LINE SIZES
(LBS)
LINE SIZES
SRK-20H 15
CUBE ICE MAKER #2 SCOTSMAN ERC311-32 32"X34"X34"130 SCOTSMAN N1322R-32 208V/1∅13.9 23x24x27 2251/2"3/8"1/2"3/8"20
L SL x W x H
DIMENSIONS
R6
R1
R7
R2
WALK-IN COOLER
WALK-IN FREEZER
HEAT CRAFT
HEAT CRAFT 208V/3∅
208V/3∅MOHO10X63C
MOHO25L63CFT
1/15
1/15
16.0
23.2
20
30
24x28x17
38x28x17
172
259
7/8"3/8"
7/8"3/8"
HEAT CRAFT
HEAT CRAFT
SM090AEEF
SME090BEE 208V/1∅
120V/1∅2.0
1.6
54x29x9
76x27x9
146
190 7/8"3/8"
7/8"3/8"20
20
(DEFROST)208V/1∅13.1 (2400 W)
(3) 1/15
POWERED BY #18
POWERED BY #21
PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY: APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSION
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/9/2020 11:17:41 AMMECHANICAL
FLOOR PLAN
2020020.47
FINAL DRAWINGS 07/10/20
Author Approver
TYPE B REMODEL
M1.01MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #405SCALE:1/4" = 1'-0"1 MECHANICAL PLAN
KEY NOTES
1 EXISTING TYPE II HOOD TO REMAIN. NO MODIFICATIONS REQUIRED.
2 EXISTING DUCTWORK TO REMAIN. NO MODIFICATIONS REQUIRED.
3 EXISTING DUCTWORK TO REMAIN. CONTRACTOR SHALL ADJUST DIFFUSER
DIRECTIONAL THROW IF BLOWING ON NEW BONFIRE GRILL CANOPY. COORDINATE
WITH STAFF TO ENSURE NO AIR BLOWS DIRECTLY ONTO PREPARED FOOD OR
BEVERAGES.
1A INSTALL REFRIGERATION PIPING FROM ROOF CONDENSER TO EVAPORATOR,
PROVIDE SWEEPING ELBOWS IN SUCTION LINES. INSTALL 1/2" THICK INSULATION
ON SUCTION LIN. SEE ALL INSULATION JOINTS WITH TAPE. PAINT INSULATION
EXPOSED ON THE ROOF WITH (2) TWO COATS WHITE FINISH TO PROTECT
INSULATION FROM UV RAYS. SEE REFRIGERATION DETAIL ON THIS SHEET.
2A SEAL ALL ROOF & REFRIGERANT CASE WALL & CEILING WITH EXPANDABLE
INSULATION. PROVIDE FLASHING AROUND EXPOSED PIPES.
3A SUPPORT REFRIGERATION PIPES EVERY 6 FEET. ISOLATE PIPING WITH GASKET OR
TAPE FROM PIPE COUPLER.
4A CONDENSER & EVAPORATOR, CONDUIT & POWER BY ELECTRICAL CONTRACTOR.
CONTROL CONDUIT BY ELECTRICAL CONTRACTOR. INSTRUCT ELECTRICAL
CONTRACTOR ON ROUTING OF CONTROL CONDUIT. CONTROL WIRE BY ELECTRICAL
CONTRACTOR. ALL FINAL CONDENSER, EVAPORATOR, SOLENOID & STAT. CONTROL
WIRING BY ELECTRICAL CONTRACTOR. START UP BY REFRIGERATION
CONTRACTOR. REFRIGERATION CONTRACTOR TO SEAL CONDUIT PENETRATIONS
WITH EXPANDABLE FOAM INSULATION.
5A INSULATE BOTH REFRIGERATION PIPES. INSTALL 1/2" THICK INSULATION ON BOTH
SUCTION AND LIQUID LINES. SEAL ALL INSULATION JOINTS WITH TAPE. PAINT
INSULATION EXPOSED ON THE ROOF WITH TWO (2) COATS WIHTE FINISH TO
PROTECT INSULATION FROM UV RAYS. SEE REFRIGATION DETAIL ON THIS PAGE
6A ROUTE REFRIGERATION PIPES DOWN WALL BEHIND ICE MAKERS. PENETRATE WALL
AND CONNECT TO ICE MAKER. HIDE PIPING FROM VIEW.
7A INSTALL CONDENSER ON ROOF CURB AND ATTACH WITH #10 SHEET METAL
SCREWS 12" ON CENTER.
8A CONTRACTOR SHALL RECLAIM REFRIGERANT FROM EXISTING ICE MACHINES PRIOR
TO DEMOLITION IN ACCORDANCE WITH LOCAL AND NATIONAL CODE
REQUIREMENTS.CONTRACTOR SHALL REMOVE CONDENSING UNITS FROM ROOF.
SEE ARCHITECTURAL DEMOLITION SHEET FOR ADDITIONAL INFORMATION AND
FOR COORDINATION PRIOR TO PERFORMING WORK.
REFRIGERATION NOTES
SCALE:1/8" = 1'-0"3 REFRIGERATION PIPING ON ROOF DETAIL
SCALE:1/8" = 1'-0"2 REFRIGERANT PIPING DETAIL
N
GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
10/09/20
ELECTRICAL GENERAL NOTES
GENERAL NOTES:
1. APPLICABLE CODES: 2015 IBC, 2017 NEC, 2015 IFC, LOCAL BUILDING CODES.
2. THE ELECTRICAL SYSTEMS DEFINED BY THESE PLANS AND THE SPECIFICATIONS ARE TO BE CONSTRUCTED AS
COMPLETE AND OPERABLE SYSTEMS AND SHALL BE BID WITH THIS INTENT. THE CONTRACTOR SHALL VISIT THE
SITE, READ ALL THE RELEVANT DOCUMENTS, AND BECOME FAMILIAR WITH THE TYPE OF CONSTRUCTION AND WORK
TO BE ACCOMPLISHED. SHOULD ANY ERROR, OMISSION, OR CONFLICT EXIST IN EITHER THE PLANS OR
SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING BEFORE SUBMITTING THEIR BID
PRICE SO A CHANGE CAN BE ISSUED IN A PRE-BID ADDENDUM. OTHERWISE, THE CONTRACTOR AND/OR EQUIPMENT
SUPPLIERS SHALL SUPPLY THE PROPER MATERIALS AND LABOR TO INSTALL COMPLETE AND OPERABLE SYSTEMS
INCLUSIVE OF THE ORIGINAL BID. WHEN EACH ELECTRICAL SYSTEM IS COMPLETE, THE CONTRACTOR SHALL TEST
AND CONFIRM ITS PROPER OPERATION. ANY INCOMPLETE SYSTEM SHALL BE MADE COMPLETE AND OPERABLE
PRIOR TO PROJECT CLOSEOUT.
3. THE ARCHITECTURAL AND MECHANICAL PLANS ARE CONSIDERED A PART OF THE ELECTRICAL DOCUMENTS SO FAR
AS ANY ELECTRICAL ITEMS THEY MAY CONTAIN. THE ELECTRICAL CONTRACTOR SHALL REFER TO AND COORDINATE
WITH THEM. NO EXTRA COST SHALL BE ALLOWED FOR FAILURE TO COORDINATE THE CONTRACT DOCUMENTS WITH
OTHER TRADES AND/OR IF EQUIPMENT DIMENSIONS ARE GREATER THAN SPECIFIED AND/OR DIMENSIONED ON THE
PLANS.
4. THE ELECTRICAL CONTRACTOR SHALL PROVIDE EQUIPMENT, MATERIALS, AND LABOR FOR THE CONNECTIONS OF
ALL EQUIPMENT SHOWN ON THE PLANS - ARCHITECTURAL, MECHANICAL, ETC.
5. THIS PROJECT IS TO BE INSTALLED IN STRICT ACCORDANCE WITH THE MOST RECENT LOCAL, STATE, AND NATIONAL
CODES. IF AT ANY TIME DURING OR AFTER CONSTRUCTION SOMETHING IS FOUND TO BE INSTALLED IN VIOLATION
OF THESE CODES LISTED ABOVE, IT SHALL BE CORRECTED BY THE CONTRACTOR.
6. ALL EQUIPMENT PROVIDED BY THE EC SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING
AGENCY, ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION, AND BE PROPERLY INSTALLED FOR THE
CONDITIONS AND SPACE THAT EQUIPMENT IS BEING INSTALLED WITHIN.
7. THE EC SHALL INSTALL A SEPARATE EQUIPMENT GROUNDING CONDUCTOR IN EACH CONDUIT RUN. CONDUIT SHALL
NOT BE USED AS AN EQUIPMENT GROUNDING CONDUCTOR. THE EC SHALL GROUND THE ELECTRICAL SYSTEM IN
ACCORDANCE WITH LOCAL AND NATIONAL CODES.
8. CONDUIT LAYOUTS SHOWN ON THE PLANS ARE DIAGRAMMATIC, NOT INDICATING THE ROUTING REQUIRED. THE EC
SHALL ROUTE THE CONDUITS AS REQUIRED BY THE CONDITIONS OF THE INSTALLATION AND SHALL COORDINATE
WITH DUCTWORK, PIPING, EQUIPMENT, BUILDING STRUCTURE, AND OTHER POTENTIAL OBSTRUCTIONS.
9. THE CONTRACTOR SHALL ALLOW THE MOVEMENT, BEFORE ROUGH-IN, OF ANY ELECTRICAL PANEL, DEVICE,
LUMINAIRE, ETC. A DISTANCE OF 10 FEET WITHOUT REQUIRING ADDITIONAL COST TO THE PROJECT.
10. THE EC SHALL SECURE ALL CONDUIT TO THE STRUCTURE AS IT IS SET IN PLACE USING INDUSTRY STANDARD
METHODS AND PRACTICES. TO ASSURE ALL DEVICES ARE RIGIDLY SET, THE ELECTRICAL CONTRACTOR SHALL
SECURE ALL DEVICE BOXES WITH BRACKETS, HANGERS, ETC. DESIGNED FOR THE APPLICATION.
11. MINIMUM SIZE CONDUIT SHALL BE 3/4" UNO. CONDUIT INSTALLED WITHIN THE BUILDING IN DRY LOCATIONS WITHIN
WALL, CEILINGS, OR EXPOSED NOT SUBJECT TO PHYSICAL DAMAGE SHALL BE EMT WITH STEEL SET SCREW
FITTINGS. IN EXTERIOR LOCATIONS (EXCEPT FOR THE SERVICE ENTRANCE) THE CONDUIT SHALL BE EMT WITH
COMPRESSION GLAND TYPE FITTINGS. UNDERGROUND CONDUIT SHALL BE PVC (SCH. 40) WITH GRC ELBOWS AND
RISERS WRAPPED IN CORROSION RESISTANT MATERIALS WHERE IN DIRECT CONTACT WITH THE SOIL.
12. FLEXIBLE CONDUIT SHALL BE LIMITED TO CONNECTIONS TO LIGHT FIXTURES AND FINAL CONNECTIONS TO MOTORS
OR OTHER EQUIPMENT SUBJECT TO VIBRATION. LENGTHS OF FLEXIBLE OR SEAL-TITE CONDUIT SHALL NOT BE
GREATER THAN 72 INCHES.
13. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL EMPTY CONDUITS WITH 200LB RATED NYLON PULL CORD.
14. BEFORE ANY ELECTRICAL CONDUIT, BOXES, ETC. ARE COVERED (FLOOR, CEILINGS, WALLS, ETC.), THEY SHALL BE
APPROVED BY THE INSPECTING OFFICER (INSPECTOR).
15. WHERE WIRE SIZE IS NOT SHOWN ON THE DRAWINGS FOR 20A, 120VAC BRANCH CIRCUITS, THE CIRCUIT SHALL
CONSIST OF 2#12 (CU,THWN) + 1#12 (CU,THWN) GND IN 3/4" EMT CONDUIT. THIS WIRE SIZE SHALL BE INCREASED TO
#10 (CU,THWN) FOR BRANCH CIRCUITS WITH OVERALL LENGTHS EXCEEDING 125' TO ACCOMMODATE FOR VOLTAGE
DROP. REFER TO EQUIPMENT SCHEDULES, FEEDER SCHEDULES, AND NOTES ON DRAWINGS FOR ALL OTHER
BRANCH CIRCUIT AND FEEDER WIRE/CONDUIT SIZING.
16. CONDUCTORS SHALL BE COPPER, 600VAC RATED, TYPE THHN/THWN-2 UNO. CONDUCTORS UP TO #10AWG SHALL BE
SOLID AND CONDUCTORS #8AWG OR LARGER SHALL BE STRANDED.
17. METAL CLAD CABLING MAY BE USED BETWEEN DEVICES SUCH AS LIGHTING, RECEPTACLES, SWITCHES, ETC. UNLESS
OTHERWISE REQUIRED BY THE NEC. HOME RUNS SHALL BE INSTALLED IN CONDUIT. MC CABLE SHALL NOT BE
INSTALLED EXPOSED.
18. EC SHALL CLEAN THE ENTIRE ELECTRICAL SYSTEM AFTER COMPLETION OF THE INSTALLATION. REMOVE ALL
FINGER PRINTS, FOREIGN MATTER, PAINT, DIRT, GREASE, AND UN-NEEDED LABELS OR STICKERS FROM FIXTURES
AND EQUIPMENT. REMOVE ALL RUBBISH AND DEBRIS ACCUMULATED DURING INSTALLATION FROM THE PREMISES.
19. IT IS THE INTENT OF THE CONSTRUCTION DOCUMENTS FOR ALL DEVICES TO BE FLUSH MOUNTED AND
CONDUIT/CABLING INSTALLED CONCEALED WITHIN WALLS/CEILINGS. IN AREAS WHERE CONDUIT MUST BE
INSTALLED EXPOSED IT SHALL BE COORDINATED WITH THE ARCHITECT AND/OR ENGINEER. ALL EFFORTS SHALL BE
MADE TO CONCEAL WIRING METHODS.
20. ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE SEALED WITH FIRE STOPPING, IE. 3M BRAND
CAULK, PUTTY, STRIP AND SHEET FORMS, DOW CORNING 3-6548 SILICONE RTV FOAM.
21. COORDINATE LOCATION OF WALL MOUNTED DEVICES WITH CABINETRY AND OTHER WALL OBSTRUCTIONS.
COORDINATE CEILING MOUNTED DEVICES WITH CEILING OBSTRUCTIONS. ANY DEVICES THAT NEED TO BE
RELOCATED MUST BE BROUGHT TO THE ATTENTION OF THE ELECTRICAL ENGINEER PRIOR TO ROUGH-IN FOR NEW
LOCATION.
22. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO COORDINATE PLACEMENT OF ALL DEVICES
INSTALLED WITHIN THE CEILING SUCH AS LIGHTING, SPEAKERS, FIRE SPRINKLERS, SMOKE/HEAT DETECTORS, ETC.
23. PRIOR TO TRENCHING IN ANY AREA, THE CONTRACTOR SHALL COORDINATE WITH COMMUNICATIONS/DATA, CABLE
TV, GAS, AND WATER UTILITY PROVIDERS (BLUE STAKES), AND HAVE ALL UTILITIES IN THE AREA IDENTIFIED. IN
ADDITION, THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A SUBCONTRACTOR SPECIALIZING IN THE LOCATION
OF UNDERGROUND STRUCTURES TO IDENTIFY ANY OBSTACLES IN THE PATH OF TRENCHING PRIOR TO
COMMENCING WORK. DAMAGE TO ANY UNDERGROUND STRUCTURES SHALL BE REPAIRED BY THE CONTRACTOR.
LIGHTING NOTES:
24. ALL BATTERY POWERED OR CONTINUOUS BURN LUMINAIRES SHOWN ON THE PLANS, SUCH AS EXIT LIGHTS, NIGHT
LIGHTS, OR EMERGENCY LIGHTS, SHALL BE CONNECTED TO THE UN-SWITCHED LEG OF THE LIGHTING CIRCUIT
FEEDING THAT AREA.
25. ALL LUMINAIRES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE AND NOT THE CEILING GRID OR OTHER
NONSTRUCTURAL MEMBERS.
26. TO MAINTAIN CONSISTENT LIGHT QUALITY, FOR ANY ONE LAMP TYPE SUPPLIED, LAMPS SHALL BE OF THE SAME
MANUFACTURER, SURFACE TEMPERATURE, COLOR RENDERING INDEX, LAMP EFFICACY, LUMEN OUTPUT, AND
STARTING CHARACTERISTICS FOR ALL INSTALLED.
27. LIGHT FIXTURES INSTALLED IN DAMP OR WET LOCATIONS SHALL BE UL LISTED FOR INSTALLATION IN THE PROPER
ENVIRONMENT. CARE SHOULD BE TAKEN TO ENSURE THAT DIFFUSERS AND LENSES ARE APPROPRIATE FOR THEIR
INSTALLED USE AND PREMATURE DISCOLORATION WILL NOT RESULT DUE TO EXPOSURE TO UV LIGHT, CHEMICALS,
OR OTHER CONDITIONS.
POWER NOTES:
28. ELECTRICAL CONTRACTOR SHALL CONFIRM MINIMUM CODE (NEC) WORKING CLEARANCE BEFORE INSTALLING ANY
ELECTRICAL PANELS OR CABINETS AND SHALL MOVE THE PANELS IF REJECTED BY AN INSPECTOR. IF CLEARANCE IS
NOT POSSIBLE, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IN WRITING.
29. WIRING DEVICES SHALL BE WHITE IN COLOR WITH NYLON COVER PLATES. EXTERIOR OUTLETS SHALL HAVE CAST
COVERS WITH FLIP TYPE LIDS UNO.
30. THE EC SHALL MAINTAIN ELECTRICAL CONTINUITY TO REMAINING EQUIPMENT WHEN ANY EXISTING ELECTRICAL
EQUIPMENT IS REMOVED.
31. EC SHALL COORDINATE WITH EQUIPMENT SUPPLIERS ON THE EXACT LOCATIONS OF ALL EQUIPMENT AND
ELECTRICAL CONNECTIONS PRIOR TO ROUGH-IN. THE EC SHALL MAKE THE FINAL CONNECTION TO ALL EQUIPMENT
UNLESS OTHERWISE DIRECTED BY THE EQUIPMENT SUPPLIER. OBTAIN FROM SUPPLIERS ALL WIRING DIAGRAMS
FOR EQUIPMENT PRIOR TO ANY ROUGH-IN. TO ASSURE THAT PROPER CHARACTERISTICS ARE PROVIDED, ANY
INCORRECT WIRING OR DEVICES INSTALLED BY THE EC WITHOUT THE WIRING DIAGRAM SHALL BE CORRECTED AT
THE EC'S EXPENSE. PROVIDE COPIES OF WIRING DIAGRAMS WITHIN EACH PIECE OF EQUIPMENT AND ADDITIONAL
COPIES WITH THE OPERATION AND MAINTENANCE MANUALS.
32. EC SHALL COORDINATE WITH THE MECHANICAL CONTRACTOR TO PROVIDE CONDUIT AND DEVICE MOUNTING BOXES
FOR THERMOSTATS AND OTHER MECHANICAL CONTROLS. REFER TO MECHANICAL DRAWINGS FOR THE LOCATION
OF THERMOSTATS.
33. PROVIDE A 20AMP, 120VAC RECEPTACLE INSTALLED AT AN ACCESSIBLE LOCATION FOR THE SERVICING OF HEATING,
AIR CONDITIONING, AND REFRIGERATION EQUIPMENT PER NEC 210.63. RECEPTACLE SHALL BE OF THE GROUND
FAULT CIRCUIT INTERRUPTING TYPE, INSTALLED WITHIN A CAST METAL BOX, AND WITHIN 25' OF ALL REQUIRED
EQUIPMENT.
DATA/TELECOM NOTES:
34. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ROUGH-IN ONLY FOR THE TELECOM/CATV SYSTEMS. THIS SHALL
CONSIST OF A FOUR SQUARE DEVICE MOUNTING BOX WITH CONDUIT TO ABOVE ACCESSIBLE CEILING SPACE OR TO
THE CEILING SPACE ABOVE IF OPEN. CABLING, JACKS, FACEPLATES, TESTING AND TERMINATIONS SHALL BE
PROVIDED AND INSTALLED BY OTHERS.
ROOF NOTES:
35. ELECTRICAL CONTRACTOR TO INSTALL A ROOF JACK (BOOT) FOR ALL CONDUIT PENETRATIONS THROUGH THE
ROOF. ALL ROOF PENETRATION SEALS SHALL BE IN ACCORDANCE WITH THE ROOF WARRANTY AND BE
COMPLETELY SEALED WITH ROOF ADHESIVE. UTILIZE PROPER CLAMPING METHODS TO SEAL BOOT AROUND
CONDUIT.
ELECTRICAL SYMBOL SCHEDULE
SYMBOL DESCRIPTION MOUNTING NOTES
CO
AR
MM
F
FIRE ALARM HORN 7' - 6"
FIRE ALARM STROBE 7' - 6"
FIRE ALARM HORN STROBE 7' - 6"
FIRE ALARM GONG 7' - 6"
FIRE ALARM DUAL ACTION MANUAL PULL STATION 4' - 0"
FIRE ALARM ADDRESSABLE CONTROL RELAY
FIRE ALARM MONITOR MODULE
FIRE ALARM CONTROL PANEL 6' - 6" TO TOP
FIRE ALARM ANNUNCIATOR PANEL 4' - 0"
PHOTOELECTRIC SMOKE DETECTOR
RATE OF RISE/HEAT DETECTOR
CARBON MONOXIDE DETECTOR
DUCT SMOKE DETECTOR 6
FIRE SMOKE DAMPER
FIRE RISER TAMPER SWITCH
FIRE RISER FLOW SWITCH
ELECTROMAGNETIC DOOR HOLDER 2' - 0"
F
T
SURFACE
SURFACE
SURFACE
DUCT
S
S
S
S
S
S
S
LIGHT FIXTURE - SURFACE OR RECESSED SEE DRAWINGS 1
EMERGENCY LIGHT FIXTURE - SURFACE OR RECESSED SEE DRAWINGS 1, 2
EMERGENCY LIGHT FIXTURE - OPEN STRIP
LIGHT FIXTURE - CEILING MOUNTED CEILING 1
LIGHT FIXTURE - PENDANT/CHANDELIER CEILING 1
LIGHT FIXTURE - DOWNLIGHT CEILING 1
LIGHT FIXTURE - WALL WASH DOWNLIGHT CEILING 1
LIGHT FIXTURE - WALL MOUNTED WALL 1
LIGHT FIXTURE - WALL BRACKET WALL 1
LIGHT TRACK WITH FIXTURES SURFACE 1
EXIT FIXTURE - WALL MOUNT WALL
EXIT FIXTURE - CEILING MOUNT CEILING
EXIT FIXTURE W/ EMERGENCY HEADS - WALL MOUNT WALL
EXIT FIXTURE W/ EMERGENCY HEADS - CEILING MOUNT CEILING
DUAL HEAD EMERGENCY LIGHT FIXTURE WALL 1, 2
AREA LIGHT FIXTURE - POLE MOUNTED POLE 1
PHOTO-ELECTRIC CELL WITH RELAY SURFACE 1
OCCUPANCY SENSOR - CEILING MOUNT CEILING 1
LIGHTING RELAY/POWER PACK SURFACE 1
TIME CLOCK - 7 DAY 5' - 0"
WALL OCCUPANCY SENSOR SWITCH 4' - 0"
SINGLE POLE SWITCH 4' - 0"
DOUBLE POLE SWITCH 4' - 0"
THREE WAY SWITCH 4' - 0"
FOUR WAY SWITCH 4' - 0"
DIMMER SWITCH 4' - 0"
LOW VOLTAGE SWITCH 4' - 0"
OS
2
3
4
D
LV
1, 2, 3
1, 2, 3
1, 2, 3
1, 2, 3
LIGHT FIXTURE - OPEN STRIP 1
1, 2
SEE DRAWINGS
SEE DRAWINGS
EMERGENCY LIGHT FIXTURE - WALL MOUNTED WALL 1, 2
EMERGENCY LIGHT FIXTURE - WALL BRACKET WALL 1, 2
EMERGENCY LIGHT FIXTURE - DOWNLIGHT CEILING 1, 2
TC
PP
PC
EM
JUNCTION BOX SURFACE
WALL JUNCTION BOX 1' - 6" UNO
FLOOR JUNCTION BOX FLOOR
DISCONNECT SWITCH - NON-FUSED 5' - 0" UNO 4
DISCONNECT SWITCH - FUSED 5' - 0" UNO 4
COMBINATION MAGNETIC STARTER/DISCONNECT 5' - 0" UNO
MOTOR STARTER 5' - 0" UNO
CONTACTOR 5' - 0" UNO
MOTOR SURFACE
METER - PLAN VIEW
PUSH BUTTON SWITCH 4' - 0"
EMERGENCY POWER SHUTOFF SWITCH 4' - 0"
PANELBOARD - SURFACE MOUNTED 6' - 6" TO TOP
PANELBOARD - RECESSED 6' - 6" TO TOP
TRANSFORMER - PLAN VIEW
TELEPHONE TERMINAL BOARD
WALL
WALL
PAD/FLOOR
DISCONNECT SWITCH - SHUNT TRIP
F
J
J
J
5' - 0" UNO 4
LPNR
CIRCUIT BREAKER
MCB PANEL - ONE-LINE
MLO PANEL - ONE-LINE
CURRENT TRANSFORMER
CT ENCLOSURE - ONE-LINE
TRANSFORMER - ONE-LINE
PAD MOUNT XFMR - ONE-LINE
METER - ONE-LINE
FUSED SWITCH
GROUND
OH RISER CABLE/WIRE SIZE TAGXXX
XXXA
XXXAXP
AUTOMATIC TRANSFER SWITCH GROUND SLEEVE - ONE-LINE
FUSED DISCONNECT - ONE-LINE
M
S
S
XX
X
X
KEYED NOTE TAG
MECHANICAL/ELECTRICAL EQUIPMENT TAG
OTHER EQUIPMENT TAG
X
ABBREVIATIONS
NOTES
WIRING / CONDUIT UNDERGROUND/FLOOR WIRING
CONDUIT TURNED UP CONDUIT TURNED DOWN
CIRCUIT HOME RUN TO PANEL: # OF ARROWHEADS INDICATE # OF CIRCUITS
(SEPARATE NEUTRAL PER CIRCUIT). BOTH EX. INCLUDE AN EQUIP. GROUND.
1.SEE LIGHTING FIXTURE SCHEDULE FOR TYPE, MOUNTING, AND OTHER SPECIFICS.
2.CONNECT EMERGENCY AND/OR EXIT LIGHTS TO THE UNSWITCHED SIDE OF THE AREA
LIGHTING BRANCH CIRCUIT.
3.ARROW DENOTES EXIT DIRECTION.
4.USE HEAVY DUTY FOR 480 VOLT.
5.MOUNT SWITCH AT DOOR JAM PER MANUFACTURER'S INSTRUCTIONS.
6.PROVIDE UL LISTED DEVICE TO BE USED WITH THE FIRE ALARM PANEL/SYSTEM OR
PROVIDE A MONITOR MODULE TO CONNECT INTO FIRE ALARM SYSTEM.
7.PROVIDE RACEWAY WITH OUTLETS 12" ON CENTER UNO.
MCB - MAIN CIRCUIT BREAKER
MCC - MOTOR CONTROL CENTER
MDP - MAIN DISTRIBUTION PANEL
MLO - MAIN LUGS ONLY
(N) - NEW
NIC - NOT IN CONTRACT
NEC - NATIONAL ELECTRICAL CODE
NFPA - NATIONAL FIRE PROT. ASSN.
NL - NIGHT LIGHT
NR - NOT REQUIRED
NTS - NOT TO SCALE
PC - PLUMBING CONTRACTOR
PNL - PANEL
POC - POINT OF CONNECTION
POS - POINT OF SALE
(R) - RELOCATED
REC - RECEPTACLES
RMC - RIGID METAL CONDUIT
SCA - SHORT CIRCUIT AMPERES
SES - SERVICE ENTRANCE SWITCHGEAR
SPD - SURGE PROTECTIVE DEVICE
TTB - TELEPHONE TERMINAL BOARD
TR - TAMPER RESISTANT
TYP - TYPICAL
UNO - UNLESS NOTED OTHERWISE
VA - VOLT/AMPS
VIF - VERIFY IN FIELD
VR - VANDAL RESISTANT
WP - WEATHERPROOF/NEMA 3R
WU - WITH UNIT
XFMR - TRANSFORMER
AFCI - ARC FAULT CKT INTERRUPTER
AFF - ABOVE FINISHED FLOOR
AFG - ABOVE FINISHED GRADE
AIC - AMPS INTERRUPTING CAPACITY
AL - ALUMINUM
ATS - AUTOMATIC TRANSFER SWITCH
BC - BARE COPPER
BFC - BELOW FINISHED CEILING
BFG - BELOW FINISHED GRADE
CKT - CIRCUIT
CND. OR C. - CONDUIT
CLG - INSTALLED IN CEILING
C.R. - CORD REEL
CT - CURRENT TRANSDUCER
CU - COPPER
(E) - EXISTING TO REMAIN
EC - ELECTRICAL CONTRACTOR
EM - EMERGENCY
(F) - FUTURE
FACP - FIRE ALARM CONTROL PANEL
FLA - FULL LOAD AMPS
FVNR - FULL VOLTAGE NON REVERSING
GC - GENERAL CONTRACTOR
GFCI - GROUND FAULT CKT INTERRUPTER
GND - GROUND
IG - ISOLATED GROUND
LCP - LIGHTING CONTROL PANEL
LTG - LIGHTING
LV - LOW VOLTAGE
MC - MECHANICAL CONTRACTOR
MCA - MINIMUM CIRCUIT AMPS
THERMAL OVERLOAD SWITCH 4' - 0" UNO
PILOT LIGHT SWITCH 4' - 0"
DUPLEX OUTLET, 20A, 120VAC 1' - 6" UNO
DUPLEX OUTLET, 20A, 120VAC - GFCI
DUPLEX OUTLET - SPLIT WIRED
DUPLEX OUTLET - ISOLATED GROUND
DUPLEX OUTLET WITH USB PORTS
DUPLEX OUTLET - OCCUPANCY SENSOR CONTROLLED
DUPLEX OUTLET, 20A, 120VAC - CEILING CEILING
DUPLEX OUTLET, 20A, 120VAC - FLOOR FLOOR
FOURPLEX OUTLET, 20A, 120VAC
FOURPLEX OUTLET, 20A, 120VAC - GFCI
FOURPLEX OUTLET - ISOLATED GROUND
APPLIANCE OUTLET - 208/240V SINGLE PHASE 18" OR 48"
APPLIANCE OUTLET - 208/480V 3-PHASE 18" OR 48"
TELEPHONE OUTLET
DATA OUTLET
DUAL TELEPHONE/DATA OUTLET
CABLE TELEVISION OUTLET
DUAL TELEPHONE/DATA OUTLET - FLOOR FLOOR
TH
P
OS
CEILING DATA OUTLET/ WIRELESS ACCESS POINT CEILING
DATA OUTLET - FLOOR FLOOR
1' - 6" UNO
1' - 6" UNO
1' - 6" UNO
1' - 6" UNO
1' - 6" UNO
1' - 6" UNO
1' - 6" UNO
1' - 6" UNO
1' - 6" UNO
1' - 6" UNO
1' - 6" UNO
1' - 6" UNO
SPEAKER CEILING
SECURITY CAMERA CEILING
S
APPLIANCE OUTLET - 208/240V SINGLE PHASE - GFCI 18" OR 48"
APPLIANCE OUTLET - 208/480V 3-PHASE - GFCI 18" OR 48"
8.FOR ALL GFCI RECEPTACLES THAT ARE INACCESSIBLE, CONTRACTOR SHALL USE GFCI
BREAKERS.
PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY: APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSION
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/8/2020 4:51:02 PMELECTRICAL NOTES
& SCHEDULES
2020020.47
FINAL DRAWINGS 07/10/20
Author Approver
TYPE B REMODEL
E0.01MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #405GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
10/09/20
J J
JJJ
SS
J
J
J
J
J
8
8
8
7
7
15
16
13
'A'
42
42 42
42
23
33
72.1 72.1 4 9695
14
20D
110
1
1
1
1
1
2
2
2
2
2
2
1
1
1
1
1
1
1
1
1
1
1
3
3
3
1
1
1
CLG CLG
CLGCLG
7 7
77
21
4
'M1'
112
112
8
8
9
46
1
6
6
22
111
99
99
'B'
B-13
B-15
B-2,4
B-31,33
B-26,28
A-61
A-53
48
5
B-22
18
'D'
9C
9C
11
1
(4) 3/4"C.
(9) 3/4"C.
11
11
(2) 3/4"C.
'8'
97
16
20A
22
5
5
5
48
5
5
9C
9C
11
(2) 3/4"C.
1
A-49,51
A-54,56
11
11
PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY: APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSION
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/8/2020 4:51:08 PMELECTRICAL
POWER PLAN
2020020.47
FINAL DRAWINGS 07/10/20
Author Approver
TYPE B REMODEL
E3.00MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #405SCALE:1/4" = 1'-0"1 ELECTRICAL POWER PLAN
KEYED NOTES GENERAL NOTESKEYED NOTES
1. COORDINATE WITH OWNER ALL DATA OUTLET REQUIREMENTS. LOCATE ON PLAN
AND PROVIDE NECESSARY.
2. ALL SINGLE PHASE RECEPTACLES 50A AND LESS AND THREE PHASE RECEPTACLES
100A AND LESS THAT ARE 150V TO GROUND OR LESS IN THE KITCHEN, FOOD PREP
AREAS, FOOD SERVICE AREAS AND BAR AREAS AND AREAS WHERE RECEPTACLES
ARE INACCESSIBLE TO BE GFCI PROTECTED BY GFCI BREAKER. REFER TO
EQUIPMENT CONNECTION SCHEDULE NOTES FOR GFCI BREAKER REQUIREMENTS.
3. PROVIDE AND MAINTAIN REQUIRED WORKSPACE, ADEQUATE ILLUMINATION,
ACCESS TO WORK SPACE AND HEAD ROOM FOR AND ABOVE ELECTRICAL
EQUIPMENT. NO PIPING, DUCTS OR EQUIPPMENT FOREIGN TO ELECTRICAL
EQUIPMENT SHALL BE PERMITTED TO BE LOCATED WITHIN A SPACE EXTENDING
FROM THE FLOOR TO A HEIGHT OF 6' ABOVE THE EQUIPMENT. PROVIDE
PROTECTION FROM PHYSICAL DAMAGE FOR SWITCHBOARDS, PANEL BOARDS, AND
OTHER ELECTRICAL EQUIPMENT. NEC 110.27(B).
7 RELOCATE EXISTING DATA, SPEAKERS AND CAMERAS FOR CASHWRAP TO NEW
LOCATIONS. COORDINATE EXACT LOCATIONS OF SPEAKERS AND CAMERS WITH
OWNER.
8 NEW HAND DRYER. COORDINATE EXACT LOCATION WITH ARCH.
9 EXISTING J-BOX IN WALL.VERIFY AND COORDINATE LOCATION AND TRENCH FROM
J-BOX TO NEW POS EQUIPMENT.
11
1 NEW EQUIPMENT TO REPLACE EXISTING EQUIPMENT. E.C. SHALL RUN NEW WIRE
AND CONDUIT BACK TO EXISTING CIRCUIT, E.C. SHALL REPLACE BREAKER WITH
CORRECT SIZE AS REQUIRED.
2 EXISTING TO REMAIN
3 PROVIDE DATA AND POWER OUTLET IN WALL FOR TV. COORDINATE EXACT
LOCATION WITH OWNER. PROVIDE AND INSTALL ONE (1) 1" CONDUIT WITH FOUR
(4) CAT-6 CABLES FROM JACK TO NETWORK RACK. LEAVE 18" OF SLACK CABLE AT
JACK AND 3 FT OF SLACK CABLE AT RACK. FINAL TERMINATION TO BE COMPLETED
BY THE OWNER/SECURITY CONSULTANT.
4 ICE MACHINES(18,20). ROUTE WIRING TO CONDENSER ON ROOF. COORDINATE
WITH EQUIPMENT SUPPLIER.
5 VERIFY EXISTING CIRCUIT AND EXTEND TO NEW LOCATION. ENSURE ALL
ELECTRICAL REQUIREMENTS MATCH EQUIPMENT SCHEDULE. PROVIDE NEW IF
NECESSARY.
6 PROVIDE DATA AND POWER OUTLET FOR FUTURE EQUIPMENT.COORDINATE
EXACT LOCATIONS WITH ARCH. AND OWNER.
N
GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
10/09/20
Sp109
OFFICE
105
DELI PREP
106
KITCHEN
SERVICE
101
RETAIL
NOT IN SCOPE
NOT IN SCOPE
T9
T9
T9
2
2
3
3
3
3
3 1
2
1
1
1
1
11
3
PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY: APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSION
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/8/2020 4:51:10 PMELECTRICAL
LIGHTING PLAN
2020020.47
FINAL DRAWINGS 07/10/20
Author Approver
TYPE B REMODEL
E3.02MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #405SCALE:1/4" = 1'-0"1 ELECTRICAL LIGHTING PLAN
KEYED NOTES
1 SEE DEMOLITION REFLECTED CEILING PLAN FOR LIGHTS BEING REMOVED IN
AREA.
2 NEW LIGHT FIXTURE. SPLICE AND EXTEND EXISTING LIGHT CIRCUIT AND
CONTROLS IN AREA TO NEW FIXTURES.
3 EXISTING TO REMAIN UNLESS OTHERWISE NOTED.
N
GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
10/09/20
CONDENSING
UNIT 21A (CUBE
ICE MAKER #2)
340 LBS
CONDENSING
UNIT 18A (ICE
MAKER #1)
325 LBS
1
2
3
3
4
PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY: APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSION
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/8/2020 4:51:10 PMELECTRICAL ROOF
PLAN
2020020.47
FINAL DRAWINGS 07/10/20
Author Approver
TYPE B REMODEL
E3.03MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #4051 EXTEND REMOVED CONDENSING UNIT CIRCUIT TO NEW CONDENSER LOCATION.
VERIFY EXISTING WIRING AND BREAKER AND REPLACE AS NEEDED TO MATCH
EQUIPMENT SCHEDULE.
2 CONDENSER (21A) POWERED VIA ICE MACHINE (21). ROUTE REMOVED ICE MACHINE
CIRCUIT TO NEW LOCATION AND REPLACE WIRING, CONDUIT, AND CIRCUIT BREAKER
AS NEEDED TO MATCH SCHDULE.
3 EXISTING CONDENSER TO REMAIN
4 NEW GFI RECEPTACLE. SPLICE AND EXTEND EXISTING ROOFTOP RECEPTACLE CIRCUIT
TO NEW RECEPTACLE.
KEYED NOTES
SCALE:1/4" = 1'-0"1 ELECTRICAL ROOF PLAN
N
GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
10/09/20
PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY: APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSION
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/8/2020 4:51:11 PMELECTRICAL
SCHEDULES
2020020.47
FINAL DRAWINGS 07/10/20
Author Approver
TYPE B REMODEL
E6.00MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #405ELECTRICAL EQUIPMENT CONNECTION SCHEDULE
DEVICE
NAME Count DESCRIPTION VOLTAGE
EQUIPMENT
LOAD
APPARENT
POWER Panel
Circuit
Number
CIRCUIT
BREAKE
R SIZE WIRE SIZE
BASE
OFFSET
4 1 ICE/BEVERAGE DISPENSOR 120 V 15.0A 1800 VA 20A/1P #12, #12 GND, IN A 3/4" CONDUIT 4' - 0"
7 2 DISPLAY WARMER 208 V 15A 1400 VA 20A/2P #12, #12 GND, IN A 3/4" CONDUIT 3' - 1"
8 1 DELI CASE 208 V 20.0A 4200 VA 20A/2P #12, #12 GND, IN A 3/4" CONDUIT 3' - 0"
8 1 DELI CASE 208 V 20.0A 4200 VA B 26,28 20A/2P #12, #12 GND, IN A 3/4" CONDUIT 3' - 0"
8 1 DELI CASE 208 V 20.0A 4200 VA B 31,33 20A/2P #12, #12 GND, IN A 3/4" CONDUIT 3' - 0"
9C 2 FOR THERMOFRESH 208 V 27.5A 5720 VA 35A/2P #8, #10 GND, IN A 3/4" CONDUIT 1' - 6"
11 1 CAPPUCCINO MACHINE 120 V 15A 1800 VA 20A/1P #12, #12 GND, IN A 3/4" CONDUIT 3' - 1"
13 1 CONDIMENT DROP IN 120 V 5.0A 600 VA 20A/1P #12, #12 GND, IN A 3/4" CONDUIT 3' - 0"
14 1 FOR MICROWAVE OVEN 120 V 13.4A 1000 VA 20A/1P #12, #12 GND, IN A 3/4" CONDUIT 3' - 0"
15 1 HOT DOG ROLLER GRILL 120 V 15A 1800 VA 20A/1P #12, #12 GND, IN A 3/4" CONDUIT 3' - 0"
16 1 NACHO MACHINE 120 V 2.5A 300 VA 20A/1P #12, #12 GND, IN A 3/4" CONDUIT 3' - 0"
16 1 NACHO MACHINE 120 V 2.5A 300 VA B 13 20A/1P #12, #12 GND, IN A 3/4" CONDUIT 3' - 0"
18 1 ICE MAKER 120 V 2.5A 300 VA 15A/1P #12, #12 GND, IN A 3/4" CONDUIT 1' - 6"
18A 1 ICE MAKER CONDENSING UNIT 208 V 11A 3960 VA 20A/3P #12, #12 GND, IN A 3/4" CONDUIT 1' - 6"
20A 1 OVEN/PROOFER 208 V 29A 10440 VA 40A/3P #8, #10 GND, IN A 1" CONDUIT 1' - 6"
20D 1 EXHAUST HOOD FOR
EQUIPMENT 20A
120 V 3.3A 396 VA 20A/1P #12, #12 GND, IN A 3/4" CONDUIT 1' - 6"
21 1 ICE MAKER 208 V 13.9A 2891 VA 20A/2P #12, #12 GND, IN A 3/4" CONDUIT 1' - 6"
21A 1 ICE MAKER CONDENSING UNIT
(POWERED FROM 21)
208 V 1.5A 500 VA - #12, #12 GND, IN A 3/4" CONDUIT 1' - 6"
22 1 REFRIGERATED PREP UNIT 120 V 9A 1080 VA 20A/1P #12, #12 GND, IN A 3/4" CONDUIT 1' - 6"
22 1 REFRIGERATED PREP UNIT 120 V 9A 1080 VA B 15 20A/1P #12, #12 GND, IN A 3/4" CONDUIT 1' - 6"
33 1 ICE CREAM MERCHANDISER 120 V 15.6 1872 VA 20A/1P #12, #12 GND, IN A 3/4" CONDUIT 1' - 6"
42 4 POS STATION 120 V 2.5A 360 VA 20A/1P #12, #12 GND, IN A 3/4" CONDUIT 1' - 6"
48 1 CREAMER DISPENSER 120 V 2.5A 360 VA 20A/1P #12, #12 GND, IN A 3/4" CONDUIT 3' - 1"
72.1 2 FROZEN CARBONATED BEV. 208 V 20.5A 4800 VA 30A/2P #8, #10 GND, IN A 3/4" CONDUIT 4' - 0"
78 1 TEA BREWER 120 V 11.7A 1284 VA 20A/1P #12, #12 GND, IN A 3/4" CONDUIT 2' - 4"
95 1 F'REAL 120 V 15.0A 1800 VA 20A/1P #12, #12 GND, IN A 3/4" CONDUIT 4' - 0"
96 1 F'REAL 208 V 6.5A 800 VA 20A/2P #12, #12 GND, IN A 3/4" CONDUIT 4' - 0"
97 2 SPEED OVEN 208 V 40A 8300 VA 50A/2P #6, #10 GND, IN A 1" CONDUIT 1' - 6"
99 1 PIZZA OVEN 208 V 20.5A 4800 VA A 49,51 30A/2P #10, #10 GND, IN A 3/4" CONDUIT 1' - 6"
99 1 PIZZA OVEN 208 V 20.5A 4800 VA A 54,56 30A/2P #10, #10 GND, IN A 3/4" CONDUIT 1' - 6"
111 1 TORTILLA TOASTER 208 V 24.0A 4992 VA B 2,4 30A/2P #10, #10 GND, IN A 3/4" CONDUIT 1' - 6"
112 1 HAND DRYER 120 V 3.3A 1600 VA A 53 20A/1P #12, #12 GND, IN A 3/4" CONDUIT 1' - 6"
112 1 HAND DRYER 120 V 3.3A 1600 VA A 61 20A/1P #12, #12 GND, IN A 3/4" CONDUIT 1' - 6"
Lighting Fixture Schedule
LIGHT
FIXTURE
NAME MANUFACTURER CATALOG NUMBER VOLTAGE
VA PER
FIXTURE MOUNTING FIXTURE DESCRIPTION
T9 LSI LAD6 18 40 UE TR6RL 120 V 18 VA RECESSED RECESSED LED DOWNLIGHT 6" APERTURE, 1000
LUMENS, 4K
EXISTING
POWERED THRU
ICE MAKER
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
NOTES:
1. NEW EQUIPMENT WITH PANEL AND CIRCUIT NUMBERS SHOWN AS EXISTING ARE TO REUSE EXISTING CIRCUIT BREAKERS OF EQUIPMENT REMOVED. E.C. SHALL PROVIDE NEW FEEDERS AND CONDUITS BACK TO EXISTING PANELS AND
REPLACE ANY BREAKERS REQUIRED.
EXISTING
GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
EXISTING
EXISTING
10/09/20
MPAD MOUNTED
XFMR
MDP - MAIN DISTRIBUTION CENTER
800A MLO, 120/208V, 3PH, 4W, NEMA 3R, 65KAIC PANEL 'A'
200A
3P
PANEL 'B'PANEL
'M1'PANEL 'D' PANEL 'C'
200A
3P
200A
3P
200A
3P
PANEL 'L1'
50A
PROJECT NUMBER:
SHEET NUMBER
SHEET NAME
DRAWN BY: APPROVED BY:
DRAWING ISSUE
PROTOTYPE VERSION:
ISSUANCE
DESCRIPTION DATE
ARCHITECT/ENGINEER:
STAMP:
185 S. State Street | Salt Lake City, Utah 84111
THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY
USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSION
OF MAVERIK, INC IS PROHIBITED. 2018 MAVERIK, INC.10/8/2020 4:51:12 PMPANEL SCHEDULES
2020020.47
FINAL DRAWINGS 07/10/20
Author Approver
TYPE B REMODEL
E6.01MAVERIK, INC.3202 W. USTICK RD.MERIDIAN, ID 83646MAVERIK C-STORE #4051. BOLD INDICATES NEW CIRCUIT. PROVIDE NEW CIRCUIT BREAKERS AS NEED. NEW CIRCUIT BREAKERS SHALL MATCH EXISTING TYPE AND AIC.
2. E.C. SHALL REPLACE ANY EXISTING BREAKERS REUSED FOR NEW EQUIPMENT WITH GFCI BREAKERS AS REQUIRED PER CODE.
Notes:
Additional Est. Demand...26 A
Additional Conn. Current:36 A
Additional Demand:9440 VA
Kitchen Equipment 9600 VA 65.00% 6240 VA Additional Conn. Load:12800 VA
Power 3200 VA 100.00% 3200 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Additional...55 A 20 A 35 A
Additional...6400 VA 2400 VA 4000 VA
71 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 72
69 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 70
67 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 68
65 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 66
63 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 64
61 HAND DRYER 20 A 1 1600... 0 VA 1 20 A SPARE 62
59 ---- --0 VA 0 VA -- -- --60
57 ---- -- 0 VA 0 VA 2 25 A EXISTING LOAD 58
55 RTU #3 50 A 3 0 VA 2400...-- -- --56
53 HAND DRYER 20 A 1 1600... 2400...2 30 A PIZZA OVEN (99)54
51 ---- --2400... 0 VA 1 20 A SPARE 52
49 PIZZA OVEN (99) 30 A 2 2400... 0 VA 1 20 A FRONT DOOR 50
47 ---- --0 VA 0 VA 1 20 A SPARE 48
45 ---- -- 0 VA 0 VA 1 20 A SPARE 46
43 OVEN 40 A 3 0 VA 0 VA 1 20 A SPARE 44
41 ---- --0 VA 0 VA 1 20 A WINDOW DISPLAY 42
39 HEAT TRACE 30 A 2 0 VA 0 VA 1 20 A WINDOW DISPLAY 40
37 ---- -- 0 VA 0 VA 1 20 A CIGARETTE DISPLAY 38
35 SPEED OVEN 50 A 2 0 VA 0 VA 1 20 A TOE KICK C.O.36
33 SPARE 30 A 1 0 VA 0 VA 1 20 A CIRGARETTE CASE 34
31 ---- -- 0 VA 0 VA 1 20 A RED BOX 32
29 FROZEN BEVERAGE DISP. 20 A 2 0 VA 0 VA 1 20 A SAFE 30
27 CONDIMENT 20 A 1 0 VA 0 VA 1 20 A SPARE 28
25 CONDIMENT 20 A 1 0 VA 0 VA 1 20 A STORE OUTLETS 26
23 ---- --0 VA 0 VA 1 20 A KITCHEN OUTLET 24
21 FROZEN BEVERAGE DISP. 30 A 2 0 VA 0 VA 1 20 A CASH WRAP 22
19 TREE LIGHTS 20 A 1 0 VA 0 VA 1 20 A ICE MERCH 20
17 WATER HEATER 20 A 1 0 VA 0 VA 1 20 A STORE FRONT 18
15 SPARE 20 A 1 0 VA 0 VA 1 20 A CASH WRAP 16
13 RESTROOM / HALL LIGHTS 20 A 1 0 VA 0 VA 1 20 A SPARE 14
11 BACKROOM/OFFICE LIGHTS 20 A 1 0 VA 0 VA 1 20 A CCTV 12
9 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 10
7 SPARE 20 A 1 0 VA 0 VA 1 20 A RESTROOM OUTLETS 8
5 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 6
3 SPARE 20 A 1 0 VA 0 VA 1 20 A CASH WRAP 4
1 SPARE 20 A 1 0 VA 0 VA 1 20 A ATM 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure:NEMA1 MCB Rating:N/A
Mounting:SURFACE Wires:4 Mains Rating:225 A
Supply From:Phases:3 Mains Type:MLO
Location:ELECTRICAL ROOM 113 Volts:120/208 Wye A.I.C. Rating:22KAIC
Existing Panel: A
LOAD SUMMARY
TOTAL LOAD CHANGE
TOTAL LOAD BEING ADDED = 27752 VA
ESTIMATED CURRENT ADDED = 77 A
EXISTING LOAD (PER EXISTING DRAWINGS)
PANEL A = 38 KW, 105 A
PANEL B = 35 KW, 99 A
EXISTING TOTAL LOAD (PER 12 MONTH PEAK DEMAND)
PEAK KW = 64 KW
NEW LOAD PER PANEL
PANEL A = 52952 VA, 147 A
PANEL B = 47800 VA, 133 A
NEW TOTAL LOAD (ADDED LOAD + (PEAK*1.25))
NEW TOTAL LOAD = 107752 VA
NEW TOTAL CURRENT = 299 A
CONTRACTOR IS RESPONSIBLE FOR LOADING ON ALL
PANELS PER THE N.E.C CONTRACTORS SHALL KEEP
CIRCUIT CONTINUITY TO DEVICES TO REMAIN. E.C. SHALL
VERIFY THAT ALL LOADS ON EXISTING PANELS AND
FEEDER DO NOT EXCEED THE MAXIMUM LOAD REQUIRED
PER THE LATEST EDITION OF THE N.E.C. NOTIFY A/E IF
OVERLOAD IS POSSIBLE.
ONLY PANELS WITH ADDITION NEW LOADS ARE SHOWN.
BESIDES VERIFYING THAT THE NEW LOADS DO NOT
OVERLOAD EXISTING PANELS AND FEEDERS. THE
CONTRACTOR IS ALSO RESPONSIBLE TO CALCULATE AND
VERIFY THAT ALL UPSTREAM PANELS AND FEEDERS ARE
NOT OVERLOADED DUE TO THE NEW LOADS. CONTRACTOR
SHALL NOTIFY ENGINEER OF LOAD CALCULATIONS PRIORT
TO COMMENCING WORK.
ALL DEVICES REMOVED DURING DEMOLITION SHALL HAVE
ALL ASSOCIATED CONDUIT, WIRING, AND CONTROLS
REMOVED BACK TO SOURCE OR NEXT DEVICE THAT
REMAINS.
SCALE:N.T.S1EXISTING POWER RISER DIAGRAM
1. BOLD INDICATES NEW CIRCUIT. PROVIDE NEW CIRCUIT BREAKERS AS NEED. NEW CIRCUIT BREAKERS SHALL MATCH EXISTING TYPE AND AIC.
2. E.C. SHALL REPLACE ANY EXISTING BREAKERS REUSED FOR NEW EQUIPMENT WITH GFCI BREAKERS AS REQUIRED PER CODE.
Notes:
Additional Est. Demand...42 A
Additional Conn. Current:42 A
Additional Est. Demand:14952 VA
Additional Conn. Load:14952 VA
Power 14952 VA 100.00% 14952 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Additional...67 A 75 A 0 A
Additional...6996 VA 7956 VA 0 VA
71 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 72
69 ---- -- 0 VA 0 VA 1 20 A SPARE 70
67 ---- -- 0 VA 0 VA 1 20 A SPARE 68
65 EXISTING LOAD 30 A 3 0 VA 0 VA 1 20 A SPARE 66
63 SPARE 20 A 1 0 VA 0 VA 1 20 A EXISTING LOAD 64
61 ---- -- 0 VA 0 VA 1 20 A SPARE 62
59 ICE BAGGER 20 A 2 0 VA 0 VA -- -- --60
57 SPARE 20 A 1 0 VA 0 VA -- -- --58
55 SPARE 20 A 1 0 VA 0 VA 3 30 A EXISTING LOAD 56
53 SPARE 20 A 1 0 VA 0 VA -- -- --54
51 SPARE 20 A 1 0 VA 0 VA -- -- --52
49 SPARE 20 A 1 0 VA 0 VA 3 20 A EXISTING LOAD 50
47 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 48
45 CAPPICCINO 20 A 1 0 VA 0 VA 1 20 A SPARE 46
43 FREEZER 20 A 1 0 VA 0 VA 1 20 A SPARE 44
41 BEVERAGE BLENDER 20 A 1 0 VA 0 VA -- -- --42
39 BEVERAGE BLENDER 20 A 1 0 VA 0 VA 2 20 A COUNTER TOP WARMER (7) 40
37 ICE TEA 20 A 1 0 VA 0 VA -- -- --38
35 ICE COFFEE 20 A 1 0 VA 0 VA 2 20 A COUNTER TOP WARMER (7) 36
33 ---- --2100... 0 VA 1 20 A SPARE 34
31 DELI CASE (8)20 A 2 2100... 0 VA 1 20 A ICE MAKER 32
29 ---- --0 VA 0 VA 1 20 A SPARE 30
27 COFFEE BREWER 30 A 2 0 VA 2100...-- -- --28
25 ---- -- 0 VA 2100...2 20 A DELI CASE (8)26
23 COFFEE BREWER 30 A 2 0 VA 0 VA 1 20 A SPARE 24
21 MICROWAVE 20 A 1 0 VA 180 VA 1 20 A GRILL TV/CONV. OUTLETS 22
19 TV MONITORS 20 A 1 0 VA 0 VA 1 20 A HOT DOG 20
17 HOT DOG ROLLER 20 A 1 0 VA 0 VA 1 20 A NACHO 18
15 REFRIGERATED PREP (22) 20 A 1 1080... 0 VA 1 20 A MICROWAVE 16
13 NACHO 20 A 1 300 VA 0 VA 1 20 A FOOD PREP 14
11 ---- --0 VA 0 VA 1 20 A ICE BEVERAGE DISPENSER 12
9 ---- -- 0 VA 0 VA 1 20 A ICE MACHINE 10
7 EXISTING LOAD 30 A 3 0 VA 0 VA 1 20 A BAG-N-BOX 8
5 SPARE 20 A 1 0 VA 0 VA 1 20 A EXHAUST FAN 6
3 CREAM DISPENSER 20 A 1 0 VA 2496...-- -- --4
1 RED BOX SOUTH 30 A 1 0 VA 2496...2 30 A TORTILLA TOASTER 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure:NEMA 1 MCB Rating:N/A
Mounting:SURFACE Wires:4 Mains Rating:225 A
Supply From:Phases:3 Mains Type:MLO
Location:ELECTRICAL ROOM 113 Volts:120/208 Wye A.I.C. Rating:EXISTING
Existing Panel: B
ALL ELECTRICAL EQUIPMENT AND FEEDERS IN THE MAIN
DISTRIBUTION SYSTEM ARE EXISTING TO REMAIN UNLESS
OTHERWISE NOTED.
GPD GROUP
Professional Corporation
AKRON, OH 44311
520 S. MAIN STREET, STE 2531
10/09/20