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C.L. HELT PROJECT #
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Sheet No.
C.L. Helt, Architect Inc.
CARMEL, IN 46032
21003
RITA'S
INTERIOR UPFIT
110 W MAIN STREET SUITE 127
6405 WILKINSON BLVD
SUITE 100
BELMONT, NC 28012
Ph. 704-342-1686
Fx. 704-343-0054
INFO@CLHELT.COM
D.DRAWING COPYRIGHT OF OTHER WITHOUT TIMOTHY THIS MYERS C.DRAWING L. THAN HELT JOHNSTON, THE MAY OF ARCHITECT THE SPECIFIC NOT AND C.L. DESIGNATED BE HELT ITS ARCHITECT USED COPIES WRITTEN
INC.ARCHITECT FOR , AND PROJECT ARE APPROVAL PROJECTS OR THE INC. THIS
02/09/2021
02/15/2021
FLOOR PLAN,
NOTES & SCHEDULES
1 FLOOR PLAN A1.0
A1.0
SCALE: 1/4" = 1'-0"
EXISTING RESTROOMG.C. TO
CONFIRM EXISTING RESTROOM
AND ALL EXISTING TOILET
ROOM ACCESSORIES ARE ADA
COMPLIANT
A5.0
1
A1.0
5
6 COUNTER DETAIL
A1.0
SCALE: 1-1/2"" = 1'-0"
5 WALL SECTION
A1.0
SCALE: 1/2" = 1'-0"
3 WALL TYPES
A1.0
SCALE: 1-1/2" = 1'-0"
LEGEND
WALL TYPE SEE SHEET A1.0
DOOR TYPE. SEE DOOR SCHEDULE ON SHEET A5.0
FINISH TYPE SEE SHEET A2.0
EQUIPMENT TYPE SEE SHEET A3.0
CLEAR FLOOR SEE SHEET A0.1
TOILET ACCESSORY SEE SHEET A0.1
XX
000
XXXX
XXX
XX
XX
INTERIOR METAL
STUD LIMITING
HEIGHTS (FT.)
STUD SIZE GAUGE SPACING
MAX
HEIGHT
NOTES
3 5/8" 20 16" 14'-3"
3 5/8" 18 16" 16'-7"
3 5/8" 16 16" 17'-9"
GENERAL NOTES:
1. G.C. TO PROVIDE CORD AND PLUG IN HIS CONTRACT FOR ALL RITA'S EQUIPMENT. SEE CONSTRUCTION
MANUAL FOR CLARIFICATION.
2. PROVIDE THERMOMETER ACCURATE TO 2 DEGREES FAHRENHEIT IN REFRIGERATORS IF ONE IS NOT
INCLUDED WITH FIXTURE.
3. ALL HAND SINKS MUST BE PROVIDED WITH A HAND WASHING SIGN, PAPER TOWEL DISPENSER AND HAND
SOAP DISPENSER.
4. ALL FURNITURE AND OWNER SUPPLIED EQUIPMENT IS SHOWN COORDINATION PURPOSES ONLY AND IS
NOT IN THE CONTRACT.
5. DO NOT SCALE DRAWINGS. CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS TO THE
TENANT REPRESENTATIVE WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF THE JOB. REPORT
DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION.
6. G.C. IS TO KEEP CONSTRUCTION AREA CLEAR OF DEBRIS DURING CONSTRUCTION AND PROVIDE CLEAN UP
UPON COMPLETION.
7. G.C. IS SOLELY RESPONSIBLE FOR PROTECTION OF THE EXISTING BUILDING DURING ALL PHASES OF
CONSTRUCTION.
8. ALL TRANSITIONS SHALL BE FLUSH AND SMOOTH.
9. ALL NEW CONSTRUCTION TO BE SUPPORTED FROM STRUCTURE ABOVE- FIELD VERIFY.
10. ALL GYPSUM WALLBOARD TO BE 5/8" TYPE "X" - IF FIRE RATING REQUIRED.
11. PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD AT ALL WET LOCATIONS.
12. REPLACE GYPSUM WALL BOARD WITH CEMENT BACKER BOARD AT TILE WAINSCOT, SEE FINISH PLAN FOR
LOCATIONS.
13. REFER TO FINISH SCHEDULE FOR ALL FINISHES.
14. CONTRACTOR TO COORDINATE THEIR WORK WITH EQUIPMENT SUPPLIERS. VERIFY ALL DIMENSIONS WITH
SUPPLIERS.
15. SEE 3/A1.1 FOR ACOUSTIC CEILING TILE.
16. ALL DIMENSIONS ARE FROM FACE OF STUD, UNLESS NOTED OTHERWISE.
17. ALL DIMENSIONS MARKED 'CLEAR' OR 'CLR' SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF
ALL WALL FINISHES, UNLESS OTHERWISE NOTES.
18. ALL CONCEALED LUMBER AND BLOCKING TO SUPPORT MINIMUM LIVE LOAD OF 300 LBS. G.C. TO INSTALL
BLOCKING AS REQUIRED FOR NECESSARY EQUIPMENT/ACCESSORIES. COORDINATE WITH PLANS.
19. ALL TENANT DEMISING WALLS, THAT DEFINE THE TENANT SPACE, ARE EXISTING AND TO MAINTAIN FIRE
RATING, IF FIRE RATING REQUIRED .THE EXISTING EAST DEMISING WALL IS EXPOSED STUDS WITHOUT
INSULATION. AFTER MECHANICAL, PLUMBING, AND ELECTRICAL IN-WALL ROUGH-INS ARE INSTALLED BY
TENANT CONTRACTOR, THEN INSULATE, DRYWALL, TAPE, SPACKLE, SAND, AND PAINT OR FINISH AS
SCHEDULED.
20. REINFORCING PLACING DRAWINGS AND BAR LISTS SHALL MEET THE A.C.I.;S MANUAL OF STANDARD
PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE CONCRETE
REINFORCING STEEL INSTITUTE (C.R.S.I.) UNLESS OTHERWISE NOTED. SEE 8/A5.0 FOR CONCRETE &
TRENCH REPAIR DETAILS.
21. THE DETAILS OF THE CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE LANDLORD'S
CONSTRUCTION CRITERIA.
22. GYPSUM BOARD JOINTS SHALL BE STAGGERED AS REQUIRED BY GOVERNING BUILDING CODES.
23. ALL BACKING/BLOCKING SHALL CONSIST OF 16 GAUGE METAL FRAMING AND/OR 2" X LUMBER.
24. G.C. TO INSTALL SAFE PER FRANCHISEES PREFERRED LOCATION.
4 BRACING & ATTACHMENT DETAIL
A1.0
SCALE: 3/4" = 1'-0"
2 STOREFRONT ELEVATION
A1.0
SCALE: 1/4" = 1'-0"
A1.6 0
1
1
1 03/10/2021 CLIENT REVIEW COMMENT
03/18/2021
1
1 2
2 03/18/2021 LANDLORD REVIEW COMMENT
E1
ADJACENT TENANT NIC
"VACANT"
ADJACENT TENANT NIC
"CARRIE HOLLE GROUP"
OPEN TO
COURTYARD
SUOERTIV ANIHC
-K8271 _CROTAVAL KAEPASEHCEY
FRONT OF
BOH 101 AREA BUILDING
RESTROOM EXISTING 102 100
E2
101 1
1
21'-81
28'-2 2"
7
3'-4" 8"
61
25'-1 2"
5
8"
7'-7
7
8" 6'-5
1
2"
±14'-5" V.I.F
1'-01
2"
5'-115
8" 2'-8
3
4" 4'-11
1
2"
7'-77
8"
39'-6
3
2'-1 8"
1
36'-4 4"
3
8"
±78'-71
4" V.I.F.
3 SEATING 100 AREA
±
14'-01
4" V.I.F
3'-11 3'-4"
1
1'-2" 2" 2'-6" 1'-8"
CONT. 21/2" x 16 GA.
DIETRICH SLOTTED TRACK
(BDTK) W/ 20 GA. INNER
TRACK - ALLOW FOR 1"
DEFLECTION. ATTACH W/ (2)
#10 SCREWS
3 5/8" 20 GA. STUD SPACED AT
48" C/C W/ (2) - #10 AT EA. END
INTO PURLINS WITH 20 GA
TRACK AS REQUIRED TO
ATTACH SLOTTED TRACK.
EXISTING STRUCTURE
EXISTING DECK
BRIDGING AT ±8" WITHIN TOP OF STUDS
3 5/8" 20 GA. STUD SPACED AT 48" C/C W/
(2) - #10 AT EA. END INTO STRUCTURE
WITH 20 GA TRACK AS REQUIRED TO
ATTACH SLOTTED TRACK.
EXISTING STRUCTURE
BEYOND
EXISTING DECK
# 10 SCREWS @
16" C/C EA. SIDE
CONT. 21/2" x 16 GA. DIETRICH
SLOTTED TRACK (BDTK) INTO DECK W/
(2) - #10 SCREWS
METAL STUDS AS SPECIFIED(SEE WALL
TYPES FOR MORE INFO) @ 16" O.C. UP
TO 17' HIGH. CONSULT ENGINEER FOR
STUD SPACING AND GAUGE FOR HIGHER
WALLS
BRIDGING AT ±8"
WITHIN TOP OF
STUDS
IF RATED WALL IS SHOWN ON PLAN, EXTEND GYP. BD. UP TO UNDERSIDE
OF DECK (CONTOUR GYP. BD. TO ROOF DECK). FILL VOIDS WITH FIRE
BATTS AND SEAL W/ FIRE CAULKING. NOTE: DO NOT USE TRACK AGAINST
DECK TO SECURE TOP OF GYP. BD.
(PARALLEL AT EXISTING STRUCTURE)
(AT EXISTING DECK)
(E) STRUCTURE ABOVE
METAL STUD
DIAGONALLY
BRACED AT 72" O.C.
AS REQUIRED
FLAT 3 5/8" 20 GA. X
1'-0" LONG W/
2-.145" DIA. DRIVE
PINS INTO JOIST
ATTACHMENT SCHEDULE
MATERIAL OF BUILDING ATTACHMENTS & SPACING
CONCRETE SLAB
2 HILTI HDI-P MAX. 3/4" EMBEDMENT @ 24"
O.C.
METAL DECK 2 #12-14 X 1" HWN TRAXX/2 @ 16" O.C.
METAL DECK W/ CONCRETE
1-3/4" X 3/16" DIA. TAPCON (2) ANCHORS IN
SUB-DRILLED HOLES @ 24" O.C.
METAL DECK W/ LIGHTWEIGHT FILL
(ZONOLITE, GYPSUM)
2 #12-14 X 1" HWH TRAXX/2 IN SUB-DRILLED
HOLES @ 18" O.C.
6"
CEILING
1
3 5/8" MTL. STUDS @ 16" O.C. W/ (1) LAYER 5/8" GWB, EACH
SIDE, PROVIDE GYP BD ON ONE SIDE IF WALL IS ADJACENT
TO EXISTING WALL BRACED TO DECK ABOVE (AS IT
PERTAINS TO LOCATION & FINISH SEE NOTES 7 & 8.)
1. NOTES: 5. 6. 3. 2. 4. PROVIDE NECESSARY FOR BRACING G.G.SEE SEE COORDINATE VERIFY AS C. C. REQUIRED. ATTACHMENT METAL TO TO STUD EXISTING INSTALL MAINTAIN MOISTURE INFO. GAGES. STUD
EQUIPMENT/LOCATIONS BLOCKING CONDITIONS LIMITING FIRE DETAIL RESISTANT RATING 4/A1.ACCESSORIES. WITH HEIGHTS AS 0 FOR REQUIRED IN THROUGHOUT, PLANS. GYP. FIELD. STUD CHART WALL FOR
MTL. RUNNER 7. 9. 8. REPLACE REFER PROVIDE FINISHES BOARD BD. LOCATIONS. O.C. AT VERTICALLY TILE TO ON CONTINUOUS GYP. ROOM TOILET WAINSCOT BD. FINISH AND WITH - WALL JANITOR SEE SCHEDULE
5/8" CEMENT FINISH BRIDGING SIDE FOR PLAN BACKER OF AT WALL WALL. FOR 60"
.145" Ø HILTI PINS
@ 16" O.C. TYP. U.N.O.
3-5/8" X 20 GA MTL STUD BRACING
AT PARTIAL HEIGHT WALLS
SPACING 72" O.C. MAX
L 2" X 2" X 14 GA
W/ 3-#10 10
SCREWS EA. LEG
EXIST. BOTTOM OF
STRUCT. FRAMING HT.
V.I.F.
1'-0"
MTL. STUDS
GWB
2
SEE SHEET A5.0 FOR
ADDITIONAL INFORMATION
2'-11
1
2"
2'-10"
1
1
2"
PONY WALL
STUD AND
BASE
PLATE
3
3 5/8" 20 GA. MTL. STUDS @ 16" O.C. W/ (1)
LAYER 5/8" GWB, EACH SIDE (AS IT PERTAINS
TO LOCATION & FINISH SEE NOTES ). G.C. TO
PROVIDE CLARK DIETRICHPW24 PONY WALL
STUD AND BASE PLATE OR EQUAL.
MTL. STUDS
GWB
READY
ACCESS
WINDOW
MODEL 275
STOREFRONT
SYSTEM
SEE
ELEVATION
SEE
FINISH
SCHEDULE
EXISTING
EXTERIOR
WALL
EXISTING
SOFFIT
EXISTING
STRUCTURE
8'-0"
2'-61 1'-8" 3'-0"
3'-11 2"
1
1'-2" 2"
2'-4"
3'-71
2" 2'-8" 3'-10"
13'-4"
3
'-0" MAX
FROM GRADE
LAY-IN CEILING
G.C. TO PROVIDE AND
INSTALL READY ACCESS
WINDOW MODEL 275.
G.C.TO INCLUDE
DISCRETION PANELS
FROM MANUFACTURER
WHEN PLACING ORDER
G.C.TO VERIFY WITH
LANDLORD EXISTING
STOREFRONT SYSTEM.
G.C. TO PROVIDE AND
INSTALL STOREFRONT
SYSTEM TO MATCH
EXISTING
1'-6"
G.C.TO VERIFY WITH
LANDLORD EXISTING
STOREFRONT SYSTEM.
G.C. TO PROVIDE AND
INSTALL STOREFRONT
SYSTEM TO MATCH
EXISTING. G.C. TO
COORDINATE WITH RITA
FOR VINYL APPLIED
GRAPHICS TO
STOREFRONT SYSTEM
1
2" CORIAN SEE SHEET A5.0 FOR
ADDITIONAL INFORMATION
ANGLE BRACKET 7 GAUGE
WITH WHITE EPOXY PAINT
COAT #2736A1-WHITE
LOCATE BRACKETS 24" O.C.
10"
MIN.
1
4" GAP WITH SILICONE
SELANAT
#12 X
3
4" ST. PAN HEAD
PHILIPS 90184A452
3
4" PLYWOOD EXTERIOR OR
MARINE GRADE SEAL
EDGES AND DRILL HOLES
WITH URETHANE
PROVIDE MIN.
1
4"GAP BETWEEN
CORIAN EDGE AND PLYWOOD
SUBSTRATE ON FRONT AND
SIDES OF COUNTER
STOREFRONT SYSTEM
SEE ELEVATION
1
1
2"
05/04/21