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HomeMy WebLinkAboutA1.0 Floor PlanB.WOODS C.L. HELT PROJECT # Sheet Description : Project : Drawn By : Checked By : Revisions : Seal Date : 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