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Q -O RECEIVE[) FEB 18 2020 ST, Lucle County, Pem Lil i I NrWjll��11`1 N-immi-mill, 4946 S 25TH ST FORT PIERCE FL 34981 POPEYES LOUISIANA KITCHEN A,BBREVIATIONS AC AIR CONDITIONING STL AFF ABOVE FINISH FLOOR STOR AHU AIR HANDLING UNIT SUSP AL ALUMINUM T ASPH ASPHALT TELE ,I ALUMINUM THRESHOLD TED. BD BOARD TYP HLKT BLANKET UNO CJ CONTROL JOINT VCT CLG CEILING VERT _MU CONCRETE MASONRY UNIT VT COL COLUMN WC CONC CONCRETE WD CONT CONTINUOUS WE CPT CARPET WWF CT CERAMIC TILE W/ C/L CENTER LINE DEL DOUBLE OF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DS DOWN SPOUT EA EACH EJ EXPANSION JOINT ELEC ELECTRICAL ELEV / EL ELEVATION EQ EQUAL EXIST EXISTING FD FLOOR DRAIN FE FIRE EXTINGUISHER FF FINISH FLOOR FR FIRE RATED GALV GALVANIZED GYPBD GYPSUM BOARD HC HANDICAPPED HEW HARDWARE HIM HOLLOW METAL HVAC HEATING, AIR CONDITIONING, & VENT INFO INFORMATION INSUL INSULATION LAC LAY -IN ACOUSTICAL CEILING MAS MASONRY MAX MAXIMUM MECH MECHANICAL MFGR / MFRMANUFACTURER MIN MINIMUM MO MASONRY OPENING MR MIRROR/MOISTURE RESISTANT MT MARBLE THRESHOLD MTL METAL NA NOT APPLICABLE NIC NOT IN CONTRACT NON NOMINAL NTS NOT TO SCALE OC ON CENTER OPP OPPOSITE PLYWD PLYWOOD PREFAB PREFABRICATED PSF POUNDS PER SQUARE FOOT PT PAINT / PRESSURE TREATED QT QUARRY TILE R RISER/RADIUS REBAR . REINFORCING BAR REF REFERENCE REINF REINFORCE REQ'D REQUIRED RO ROUGH OPENING SB SPLASH BLOCK SHLVS SHELVES SIM SIMILAR SPEC SPECIFICATION SS STAINLESS STEEL LK 1246-DL SAILORMEN STEEL STORAGE SUSPENDED TREAD TELEPHONE TOILET PAPER DISPENSER TYPICAL UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL VINYL THRESHOLD WATER CLOSET WOOD WATERPROOF WELDED WIRE FABRIC WITH REVI - ! DN SSU E L 0 0 REV # ISSUE DATE DESCRIPTION AFFECTED SHEETS REMARKS BY 1 03/28/19 COMMENT RESPONSE A4; M2; P1,3 COMMENT RESPONSE GM 2 06/26/19 KITCHEN REVISION A13,14, Kl, K2a; P1; E2 KITCHEN EQUIPMENT REVISIONS GM 3 01/02/20 OWNER REVISION SD1;S1,3;Al,2,3,4,5,6,1Q,12,13,14,15,16,17 MO,1,2; P1,3,4; E2,3 OWNER REVISION GM 4 - - - - 5 - - - - 6 - - - - 7 - - - - - 8 - - - - 9 - - - - - 10 - - - 11 - - - - - 12 - - - - - 13 - - - - 14 - - - - 15 - - - - 15 - - - - 17 SYMBOLS / LEGEND 41NkELEVATION NUMBED' F —SHEET NUMBER DETAIL, SECTION OR PLAN NUMBER 3 WALL SECTION NUMBER, BUILDING SECTION LETTER AS SHEET NUMBER DETAIL NUMBER - 029 ---SHEET NUMBER NOTE NUMBER 0- WINDOW NUMBER 0- DOOR NUMBER REVISION NUMBER ROOM NAME —ROOM NUMBER EQUIPMENT NUMBER 16'-0" ELEV, DATUM POINT TRUSS BR NEW COLUMN GRID NUMBER OINTERIOR FINISH NUMBER OR LETTE 0— EXTERIOR FINISH NUMBER EXISTING COLUMN GRID NUMBER OR LETTER OWNER &. CONSULTANTS OWNER STRUCTURAL ENGINEER VERDAD REAL ESTATE, INC LIS ENGINEERING 1211 SOUTH WHITE CHAPEL BLVD 2572 WEST STATE ROAD 426 SOUTHLAKE TX 76092 SUITE 2064 CONTACT: JOE MANN SR. OVIEDO. FL 32765 PHONE: 985-705-3305 CONTACT: ROBERT CASE ARCHITECT PHONE: 321-244-0402 LIS ARCHITECTURE ELECTRICAL ENGINEER 2572 WEST STATE ROAD 426 MECHANICAL ENGINEER 064 O,FI PLUMBING ENGINEER OVIEDTE OVIEDO, FL 32765 CONTACT: GEORGE MELLA LIS ENGINEERING PHONE: 321-244-0402 2572 WEST STATE ROAD 426 SUITE 2064 CIVIL ENGINEER OVIEDO, FL 32765 BOHLER ENGINEERING CONTACT: CLARK STILWELL 2255 GLADES ROAD PHONE: 321-244-0402 BOCA RATON, FL 33431 CONTACT: CHRISTOPHER ROGERS, P.E. PHONE: 561-571-2080 GOVERNMENTAL AGENCIES BUILDING, SIGNAGE DEPARTMENT NAME: ST, LUCIE COUNTY PLANNING AND DEVELOPMENT DEPARTMENT- PERMITTING/ZONING ADDRESS: 2300 VIRGINIA AVENUE, FT. PIERCE, FL 34982 CONTACT: MONICA GRAZIANI - MANAGER BUILDING & CODE REGULATIONS PHONE: 772-462-1553 EMAIL: GRAZIANIM@STLUCIECO.ORG HEALTH DEPARTMENT REVIEW: FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION DIVISION OF HOTELS AND RESTAURANTS (DBPR) ADDRESS: 2601 BLAIR STONE ROAD TALLAHASSEE,FL32399 CONTACT: CALL TO SWITCHBOARD - REVIEWER WILL BE ASSIGNED WHEN PLANS ARE SUBMITTED PHONE: 850-487-1395 FAX: 850-921-8267 EMAIL: DHR.PLANREVIEW@MYFLORIDALICENSE.COM STATE D.O.T. REVIEW: ST, LUCIE COUNTY ROAD DEPARTMENT ADDRESS: 3071 OLEANDER AVE, FT PIERCE, FL 34982 CONTACT: LINDA BUCHANAN PHONE: 772-462-1707 EMAIL: BUCHANAN@STLUCIECO.ORG FIRE / EMERGENCY VEHICLE REQUIREMENTS REVIEW: ST LUCIE COUNTY FIRE DISTRICT ADDRESS: 5160 NW MINER DR, PORT ST LUCIE, FL 34983 CONTACT: KELLY MACHADO PHONE: 772-621-3400 FAX: 772-621-3604 EMAIL: KMACHADO@SLCFD.ORG SHEET INDEX: SANITARY SEWER DOMESTIC WATER NAME: CITY OF FORT PIERCE UTILITIES AUTHORITY ADDRESS: 206 S 6TH ST., FORT PIERCE, FL 34950 CONTACT: EILEEN M.SNOBERGER PHONE: 772-466-1600 X3283 FAX: 772-467-3115 EMAIL: KEYMAIL@FPUA.COM FIRE PROTECTION WATER NAME: ST. LUCIE COUNTY FIRE DISTRICT ADDRESS: 5160 NW MINER DR, PORT ST LUCIE, FL 34983 CONTACT: LISA HANNOLD PHONE: 772-621-3352 EMAIL: LHANNOLD@SLCFD.ORG ELECTRIC NAME: FLORIDA POWER & LIGHT ADDRESS: 1401 BE MONTEREY RD, STUART, FL 34994 CONTACT: ARMLIGHT MARJAN PHONE: 772-337-7025 EMAIL: ARM LIGHT.MARJAN@FPL.COM TELEPHONE NAME: AT&T ADDRESS: 11760 U.S. HWY 1 N, PALM BEACH GARDENS, FL 33408 CONTACT: DINO FARRUGG10 PHONE: 561-998-0240 EMAIL: DF1979@ATT.COM _STORM SEWER NAME: SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SFWMD) ADDRESS: 3301 GUN CLUB RD, WEST PALM BEACH, FL 33406 CONTACT: JAYNE BERGSTROM UUUL / HKUJLU I UiA I A BUILDING CODE: 2017 FLORIDA BUILDING CODE, 6TH EDITION 2017 FLORIDA FIRE PREVENTION CODE, 6TH EDITION 2012 NFPA 101 ELECTRICAL: NATIONAL ELECTRICAL CODE, 2011 EDITION PLUMBING: 2017 FLORIDA BUILDING CODE, PLUMBING, 6TH EDITION MECHANICAL: 2017 FLORIDA BUILDING CODE, MECHANICAL, 6TH EDITION GAS: 2017 FLORIDA BUILDING CODE,FUEL GAS CODE, 6TH EDITION ENERGY: 2017 FLORIDA BUILDING CODE,ENERGY CONSERVATION, 6TH EDITION ACCESSIBILITY: 2017 FLORIDA BUILDING CODE, ACCESSIBILITY, 6TH EDITION OCCUPANCY CLASSIFICATION: ASSEMBLY A-2 (RESTAURANT) BUILDING OCCUPATION LOAD: 54 (BASIS: SEATING, EMPLOYEES CONSTRUCTION CLASSIFICATION: TYPE V-B - UNPROTECTED, UNSPRINKLERED BUILDING AREA CALCULATIONS KITCHEN (NET): 984 S.F. WALK-IN (NET): 157 S.F. DINING/RESTROOM (NET): 1,006 S.F. TOTAL (NET): 2,147 S.F. TOTAL BUILDING AREA: 2,265 S.F. BUILDING HEIGHT: 40'-0" ALLOWABLE 19'-8" PROVIDED STRUCTURAL: TOP CHORD (ROOF) DEAD LOAD: 10 psf LIVE LOAD: 20 psf ADDT. EQUIP, LOAD: AS SHOWN BOTTOM CHORD (CLG DEAD LOAD: 10 psf TOTAL DESIGN LOAD: 40 psf WIND SPEED: (VERIFY W/ STRUCTURAL DRAWINGS) PHONE: 772-223-2600 X3602 EXITS EMAIL: JBERGSTR@SFWMD.GOV DINING AREA KITCHEN UTILITY SERVICE REQUIREMENTS DOOR#1@6-0=72" DOOR #4@3-6"=42" DOOR #3 @ 3-0' = 36" ELECTRICAL: POWER: 208V / 3 PHASE /4W / 800 AMPS. TOTAL CONNECTION LOAD: T I X TU R E S 345.16 KVA TOTAL DEMAND LOAD: 247.74 KVA REQUIRED (PER OCCUPANTS) PROVIDED NOTE: SEE SHEET E3 FOR BREAKDOWN OF THE ELECTRICAL MEN WOMEN WC 1/75 1/75 MEN WOMEN WC 1 1 SERVICE CONNECTED LOAD LAV 1/200 11200 LAV 1 1 TELEPHONE: SEATING/TABLE CALCULATIONS 2" CONDUIT 25 PAIR WIRE (OWNER REQUIREMENT) "H" COUNTER: 14 WATER: BOOTH SEATING: 18 WALL BENCH: 7 WATER SERVICE: 1 1/2" DIAM. TABLES/CHAIRS: 8 FIXTURE UNIT COUNT: 38 FU TOTAL SEATING: 47 WATER SERVICE: 2,000 GALLONS/DAY IRRIGATION: VENDOR LIST LANDSCAPING: (VERIFY WITH OWNER IF USED) SIZE PER ZONE - REFER EQUIPMENT SEATING TO PLAN FOR DESIGN. WASSERSTROM SEATING CONCEPTS SEWER: ALICIA O'N EAL KERRY STUDER 514-737-8570 815-730-7980 X2223 WASTE SERVICE: 4" DIAM. FIXTURE UNIT COUNT: 80 FU SIGNAGE SITE LIGHTING 1,600 GALLONS/DAY CAPITAL SIGNS AND AWNINGS SECURITY LIGHTING JUDY VERT GENERAL NOTE: 318-3469898 OOI544-48 8X131 VERIFY ALL SERVICE REQS. W/ THE LOCAL UTILITY CITY AGENCIES. HT, N DESCRIPTION SHT. NC. DESCRIPTION HT NC. DESCRIPTION CS COVER SHEET EQUIPMENT DRAWINGS AM RESPONSIBILITY MATRIX K1 EQUIPMENT AND SEATING PLAN LS1 LIFE SAFETY PLAN K2a EQUIPMENT SCHEDULE (1 of 2) K2b EQUIPMENT SCHEDULE (2 of 2) K3 EQUIPMENT DETAILS SITE DRAWINGS SD1 SITE DETAILS MECHANICAL DRAWINGS MO MECHANICAL DATA SHEET & SPECIFICATIONS M1 HVAC FLOOR PLAN NOTES & SCHEDULES STRUCTURAL DRAWINGS M2 HVAC ROOF PLAN & DETAILS SO STRUCTURAL DATA & SPECIFICATIONS M3.0 HOOD - TYPE 1 (FRYER HOOD DETAILS) S1 FOUNDATION PLAN M3.1 FAN &' GREASE DUCT FIRE PROTECTION DETAILS SIl FRAMING PLAN M3.2 TYPE-2 HOOD (BATTER FLOUR STATION) S2 ROOF FRAMING PLAN M3.3 TYPE-'1 HOOD (FIRE SUPPRESSION SYSTEM) S3 STRUCTURAL DETAILS M3.4 PANEL - HVAC INTERLOCK AS PER NFPA-96 S4 SHEAR WALL PLAIN & DETAILS M3.5 HOOD ENCLOSURE DETAILS PLUMBING DRAWINGS ARCHITECTURAL DRAWINGS PO PLUMBING DATA SHEET AND SPECIFICATIONS Al FLOOR PLAN P1 PLUMBING WASTE AND VENT PLAN A2 FLOOR FINISH PLAN & INTERIOR FINISH SCHEDULE P2 PLUMBING WATER A3 REFLECTED CEILING PLAN P3 RISER DIAGRAMS A4 ROOF PLAN & DETAILS P4 PLUMPING DETAILS A5 FRONT & REAR EXTERIOR ELELVATIONS A6 LEFT & RIGHT EXTERIOR ELEVATIONS ELECTRICAL DRAWINGS A7 BUILDING SECTION EO ELECTRICAL DATA SHEET AND SPECIFICATIONS AS EXTERIOR WALL SECTIONS E1 LIGHTING PLAN A9 EXTERIOR WALL SECTIONS E2 POWER PLAN A10 EXTERIOR DETAILS E3 ELECTRICAL PANEL SCHEDULES & RISER DIAGRAM All EXTERIOR DETAILS AND INTERIOR ELEVATIONS E4 P.O.S, WIRING DIAGRAMS Al2 INTERIOR ELEVATIONS Al2a DIGITAL MENUBOARD ELEVATIONS A13 KITCHEN ELEVATIONS A14 COOLER & COUNTER SECTIONS & DETAILS SITE DRAWINGS A15 ENLARGED RESTROOM PLAN & ELEVATIONS SL1 SITE LIGHTING PLAN A16 OFFICE & MOP SINK ELEVATIONS AND DETAILS SL2 SITE ELECTRICAL PLAN A17 DOOR & WINDOW SCHEDULES, ELEVATIONS, & DE_AILS A18 H-COUNTER PLACEMENT & DETAILS _ ,°GANNET By 3t Lucie County 6 w U O a w W m O F_ R- O z w w H- ui U Z w 2 Z 0 z5 w W H 0 z m F_ Z w C) U O O W U) W O F- 00 F- H- W 0- 0 W w _ 0 J 0 Z H x C7 d O U H N w LU W w W CO LU w d X W J REVIEWED FOR CODE COMPLIANC Sr, LUCIE COUNrI BOCCE N A N _9 m M m IT W LL 0 O m p�/ E > m M z o c d U N n LL H_ W = z 0:� z Q W U o J m � J w U � m w N N Q Z M Z W ~ Z Z Q� U @ LL o o v N 3 f 22 V ^ M w H > N h v D N U Z o m Ti N y E Q Q L O ¢ Q N n a z W o J Q m U) w 0- w J = U M Q W w ~ o w Q Z p w U > j 0 U `- LLJ = 0 U popeves W 0 CO C/) Uj —1 s W w U - L CV r W w a J 0 o JCHL Q L `�9 E�Q 9 3 ZQ,� HA R III FL, R . 98913 LU Lli U) or- O U KCLCHDC VHIC COMMENT RESPONSE 03/28/19 2 KITCHEN REVISION 06/26/19 3 OWNER REVISION 01/02/20 4 5 s PROJECT NO. 2018-002 ISSUE DATE 12/21 /18 DRAWN CHECKED GM HDH ml STOKES MARINE DUMPSTER ENCLOSURE FOOTINGS, WALLS, & BOND BEAMS 1. Concrete masonry units shall be hollow or solid unit masonry in accordance with ASTM C 90 or C 145 and shall have minimum net area compressive strength of 1900 psi. 2. Mortar shall be either Type M or S in accordance with ASTM C 270. 3. Grout shall have a maximum coarse aggregate size of 3/8 inch placed at a 8 to 11 inch slump and have minimum specified compressive strength of 2000 psi at 28 days when tested in accordance with ASTM C 1019, or shall be in accordance with ASTM C 476. 4. Concrete shall have a minimum specified compressive strength of 2500 psi at 28 days. 5. Reinforcing steel shall be minimum Grade 40 and identified in accordance with ASTM A 615, A 616, A 617, or A 706. 6. Joint reinforcement, anchors, ties, and wire fabric shall conform to the following standards: ASTM A 82 for joint reinforcement and wire anchors and ties. ASTM A 36 for plate, headed and bent bar anchors. ASTM A 366 for sheet metal anchors and ties. 7. Metal accessories for use in exterior wall construction and not directly exposed to the weather shall be galvanized in accordance with ASTM A 153, Class B-2. Metal accessories for use in interior wall construction shall be mill galvanized in accordance with ASTM A 641, Class 1. 8. All mortar joints for hollow unit masonry shall extend the full width of face shells. 9. Mortar joints for solid masonry shall be full head and bed joints. Bed joints shall be 3/8 inch (n" 1/8 inch) thick. Head joints shall be 3/8 inch (+ 3/8 inch or - 1/4 inch) thick. 10. The bed joint of the starting course placed over footings shall be permitted to vary in thickness from a minimum of 1/4 inch to a maximum of 3/4 inch. 11. Masonry walls shall be running bond or stack bond construction. 12. When masonry units are laid in stack bond 9-gage (minimum) horizontal joint reinforcement, in addition to required vertical reinforcement, shall be placed in bed joints at not more than 16 inches on center. 13. Longitudinal wires of joint reinforcement shall be fully embedded in mortar or grout with minimum cover of 5/8 inch when exposed to earth or weather and 1/2 inch when not exposed to earth or weather. 14. Reinforcing steel shall be No. 5 bars. 15. Splices shall be lap splices. 16. Noncontact lap splices may be used provided reinforcing bars are not spaced farther apart than 5 inches. 17. Splice lengths shall be minimum of 25 inches. 18. Reinforcement may be bent in the shop or in the field provided: All reinforcement shall be bent cold, and The diameter of the bend, measured on the inside of the bar, is not less than six bar diameters, and Reinforcement partially embedded in concrete shall not be field bent, except where bending is necessary to align dowel bars with a vertical cell, bars partially embedded in concrete shall be permitted to be bent at slope of not more than 1 inch of horizontal displacement to 6 inches of vertical bar length. 19. For foundations minimum concrete cover over reinforcing bars shall be 3 inches. 20. Footings for stemwall foundations shall be a minimum of 10" thick by 16" wide, with two (2) #5 reinforcing bars. 21. Footing for monolithic slab on grade foundations shall be a minimum of 16" thick by 16" wide, with two (2) #5 reinforcing bars. 22. In narrow footing where insufficient width is available to accommodate a standard 90 degree hook and provide the required concrete cover, the hook shall be rotated in the horizontal direction until the required concrete cover is achieved. 23. For cast -in -place bond beams the minimum concrete cover for reinforcing shall be 1 1/2 inches. 24. Reinforcement bars embedded in grouted masonry cells shall have a minimum clear distance of 1/2 inch between reinforcing bars and any face of a cell. 25. Reinforcing bars used in masonry walls shall have a masonry cover (including grout) or not less than 2 inches. 26. Cleanout openings shall be provided for cells containing spliced reinforcement when the grout pour exceeds 5 feet in height. 27. Where Cleanout openings are required, an opening shall be provided in the bottom course of the masonry cell to be filled. 28. Cleanout openings shall have minimum area of 12 square inches and a minimum opening dimension of 3 inches. 29. Masonry protrusions extending 1/2 inch or more into cells or cavities to be grouted shall be removed for grout pours over 5 ft. 30. Spaces to be grouted shall be free of mortar droppings, debris, loose aggregates, and any material deleterious to masonry grout. 31. A soil or waste pipe of a building drain passing under a footing or through a foundation wall shall be provided with a relieving arch, or there shall be built into the masonry wall an iron pipe sleeve two pipe sizes greater than the pipe passing through. 32. The top and bottom of all footings shall be level. The bottom of all footings, except monolithic slab -on -grade interior footings, shall be a minimum of 12" below finished ground line. 33. The outer bar of foundation steel shall be continuous around corners using corner bars or by bending the bar in accordance with notes herein, in both cases, the minimum bar lap shall be 25 inches. 34. Foundation stemwalls shall be 10 inches thick, and shall have same vertical reinforcing as the wall above. 35. Footing dowels bars shall be provided for all required vertical wall reinforcement in the following location: At all corners, At each side of each opening, At all other required vertical wall reinforcement At all hip girder bearing points. 36. Footing dowel bars at each location shall be same size and quantity as the vertical wall reinforcement above. 37. All footing dowel bars shall have a standard 90 degree hook and shall be embedded 10" footings. 38. Concrete slab -on -grade shall be cast in place and shall be 4 inches thick minimum. Concrete shall have a minimum specified compressive strength of not less than 3000 psi at 28 days. 39. The minimum thickness of exterior masonry walls shall be 8 inches. 40. A reinforced bond beam shall be provided at the top of each exterior wall. 41. Bond beams shall be 8"x8" "U"-block with (2) #5 rebar continuous. 42. Bond beam reinforcement shall be four No. 5 bars except where noted. 43. Reinforcement shall be located in the top and bottom of 16 inch bond beams. 44. Reinforcement shall be continuous around corners. See standard details. 45. Where more than one bar is required, only one of the bars must be continuous around corners. 46. For vertical reinforcement one No. 5 bar in a grouted cell shall be provided in each corner, including interior corners and corners created by changes in wall direction by offsetting of walls such as at projected bays and inset porches. 47. For vertical reinforcement one No. 5 bar shall be provided on each side of openings. 48. In addition to vertical reinforcement required at corners, at openings, and at hip girder bearing points, vertical reinforcement consisting of one No. 5 bar shall be provided every 8 feet on center maximum. 49. All vertical wall reinforcement shall be terminated in the bond beam at the top level with a standard hook. The hook may be formed by bending the vertical wall reinforcement in accordance with notes herein or by lap splicing to a standard hook. The hook shall extend to the upper most horizontal reinforcement of the bond beam and shall be embedded a minimum of 6 inches into the bond beam,. see standard details. 50. All concrete is to mixed, transported, and placed in accordance with the latest ACI Specifications and Recomendations. 51. Foundations have been designed for an allowable soil bearing pressure of 2500 PSF, and the existing soil being a granular material should poor soil conditions be found it is the contractor's responsiblity to notify the engineer prior to commencing. 52. Provide granular fill, clay materials are unacceptable. Existing soil under footing and slabs shall be compacted to 95% of AASHTO T-99. 53. Fill shall be placed and compacted in one foot lifts. 54, A concrete slab -on -grade used in conjunction with exterior stemwall foundations shall have 6x6 No. 10 welded wire fabric at mid -height or synthetic fiber reinforcement in the slab and the slab shall be keyed into or tied to they foundation. 55. A double layer of welded wire fabric shall be provided around the perimeter of the concrete slab a distance of 3 ft. from the edge. 56. Welded wire fabric shall confirm to ASTM A-185 and free of oil and rust. It shall be installed in lengths as long as possible and lapped a minimum of six inches. GENERAL 1. This building/structure has been designed in accordance with theSIXTH EDITION, (2017) of the Florida Building Codes, and Section 1609 for design pressures gnerated by a three second gust design wind velocity of 160 mph, (124 mph fastest mile wind velocity). Structural calculations; including gravity loads, as necessary to confirm compliance with the SIXTH EDITION, (2017) of the Florida BuildingCode have been performed. � 2. The owner, his agent, or general contractor is responsible for field supervision, construction administration, review and approval of all shop drawings, verification on -site of all dimensions and elevations and strict es with compliance t p It these construction documents as approved by Lee County, and designed and reviewed by Land Investment Services, Inc. 3. These plans are not intended to be mastered. The repetitive use of these plans for permitting is 4. Contractor shall notify the owner in writing prior to construction of any discrepancy between plans and on -site dimensions and elevations. 6" DIA. PAINTED STEEL PIPE POST: TYP. FOR 3 = /Jy CANE MOLT INSERT-/ (OPEN POSITION) 1'-6" 4'.0" S" THICK P.C. C. SLAB W/ 6" X 6" 10110 W.W.M. ON on �GRAVELBASE C.J. ®10'-0" O.C. SLOPE ((( PROVIDE 1"DIA.-6"LONG PER GALV. PIPE EMBEDDED IN j CONC. FOR CANEBOLT(TYP,' OF 4) OPTIONAL FLOOR ` ORAINASERQD.BY PLASTIC:' LOCAL CODE. COMPOSITE GATE SEE DETAIL J/SSD1 CANE BOLT INSERT,�� VERIFY W/DOOR0) WIDTH FOR INSERT ',LOCATION cc -co -c--- --\\ 3 45- 0 12"X 18" CONCRETE FOOTING EDGES 3'-0" 6'-0" GC TO FIELD LOCATE BOLLARD TO ENSURE GATE CAN OPEN BO° MINIMUM, TYP. BOTH SIDES PROVIDE BLACK PAINTED CONCRETE AT THIS AREA 5'-4" i o'-6• \1 DUMPSTER ENCLOSURE D 1 1 /4"=V-0" PAINTED STEEL POST CAPS (TYP) - PAINT COLOR EP-4 COLLAR HINGES WELDED TO GATE FRAME (TAP & ADD GREASE FITTINGS AT EA. HINGE -GREASE HINGES AFTER PAINTING) 2Yz'X Z'j' PAINTED STEEL TUBE GATE FRAME - PAINT COLOR EP-4 6" DIA. PAINTED STEEL PIPE POST EACH SIDE - PAINT EP-4 1)£ z I)F PAINTED STEEL BRACE - PAINT COLOR EP-4 LOCKING SUPPORT COLLAR FOR HINGE - PAINT COLOR EP4 2x8 PREFINISHED PLASTIC LUMBER (TYPICAL) ATTACHED TO STEEL FRAME C2 DUMPSTER GATE/ENCLOSURE SDI "U" BLOCK BOND BEAM W/ (2) #5 CONT. STD. HOOK 6" MIN. EMBEDMENT 11000.0.1.11.0110 w -■ �Mgl■■ 6" DIA. PIPE, 8' LONG FILLED W/ CONCRETE. TOP OF PIPE; 4' ABOVE SLAB, REQ'D FOOTING: X-O" DIA. X 4'-0" DEEP. (TYP.) 54" -VERT. REIN. IN GROUTED CELL CLEANOUT REQ'D FOR GROUT LINE >5 FT. UNLESS NOT REQ D. �. ..: -d - -• -� 4 . < . . .a• FOOTING .44 -, -----r--� --- ..:• •A•'r' .� �• . •'i REINFORCING J '-STD. HOOK ONE STORY MASONRY WALL W/ IIU" BLOCK BOND BEAM SCALE N.T.S. 6 6' DIA. STD. PIPE FILL W/ LONG. TO APPROX. Wf. CROWN CONC. OF 150 LEIS. `9 PAINT, 7RAMC YELLOW RN. GRADEMENt OR TOP OFPAVEMENT. CONC. FOOTING m e BOLLARD DETAIL J SCALE: N.T.S. dI I 8" SPLIT FACED BLOCK PAINTED AS PER FINISH SCHED. BOND BEAM COURSE W/ 11191 CONT., GROUT SOLID 8" CMU W/ #5 ' I32" VERTICAL REBAR O.C. HORIZ. REINF. 16" O.C. 8" THICK POUR -IN PLACE SLAB W/ 6NIS" - 1 10/10W.W.M. ON 6" -7 AGO. BASE AGG. SLOPE 114" PER FT m #5 BARS CONT. TOP&BOTTOM P-4' DUMPSTER WALL 3 SECTION \ SD1 / 3/8"=V-0" - - - - - - - - - -� /4" STL. SLOTTED BASE PLATE /4"STL. LEVELING PLATE[ "GROUT -2L3"00 PSI MIN. - 2" HAND 4 3/4" HEAVY WALL CONDUIT EXTEND TO BLDG, ELEC. SERV. 2'-6" HIGH RIGID FIBER - FORM (SONOTUBE) FORM FILLED WITH CONC, TOP OF PAVEMENT d� o�- w �aa 9MW ry y Y DESIGN PARAMETERS: APPLICABLE CODES: WIND SPEED: X❑ FLORIDA BUILDING CODE, SIXTH EDITION, (2017) RESIDENTIAL X❑ 159 MPH=ULTIMATE DESIGN WIND SPEED (3-SECOND GUST) X❑ FLORIDA BUILDING CODE, SIXTH EDITION, (2017) MECHANICAL X❑124 MPH=NOMINAL DESIGN WIND SPEED (FASTEST MILE) X❑ FLORIDA BUILDING CODE, SIXTH EDITION, (2017) PLUMBING SURFACE ROUGHNESS CATAGORY: X❑ FLORIDA BUILDING CODE, SIXTH EDITION, (2017) ENERGY CONSERVATION X❑ B ❑ C ❑ D X❑ FLORIDA BUILDING CODE, SIXTH EDITION, (2017) ACCESSIBILTY EXPOSURE CATAGORY: X❑ 2017 FLORIDA FIRE PREVENTION CODE, SIXTH EDITION 0 B ❑ C ❑ D 0 2011 NATIONAL ELECTRICAL CODE X❑ NATIONAL FIRE PROTECTION CODE, NFPA 101 (LIFE SAFETY) WINDBORNE DEBRIS REGION: [I NO ❑ NATIONAL FIRE PROTECTION CODE, NFPA 13 (FIRE SPRINKLERS) ❑ X YES ❑ NATIONAL FIRE PROTECTION CODE, NFPA 72 X❑ NOT APPLICABLE BUILDING OCCUPANCY CLASSIFICATION: ❑ IMPACT RESISTANT COVERING [:]GROUP A -ASSEMBLY [-]GROUP H -HAZARDOUS ❑ COMBINATION OF IMPACT RESISTANT X❑ GROUP B - BUSINESS ❑ GROUP I - INSTITUTIONAL GLAZING & COVERING ❑ GROUPI) - DAYCARE CENTER [:]GROUP M - MERCANTILE INTERNAL PRESSURE COEFFICIENTS: ❑ GROUP E -EDUCATIONAL ❑ GROUP R - RESIDENTIAL X❑ 0.00 (OPEN) ❑ GROUP F - FACTORY INDUSTRIAL ❑ GROUP S - STORAGE ❑ +0.18, -0.18 (ENCLOSED) ❑+0.55, -0.55, (PARTIALLY ENCLOSED) BUILDING CONSTRUCTION TYPE: [-]TYPE I -A ® TYPE II-B ❑ TYPE IV ❑ TYPE I-B [-]TYPE III -A (-]TYPE V-A COMPONENTS AND CLADDING PRESSURES: ❑ TYPE II -A [-]TYPE III-B [:]TYPE V-B ZONE 1: +21.1 / -39.4 ZONE 2: +24.2 / -67.5 RISK CATAGORY: ZONE 3: +26.5 / -108.5 ❑ I X❑ II ❑III ❑ IV ZONE 4: +44.0 / -47.9 ZONE 5: +44.0 / -57.5 WIND LOADS: GEOTECHNICAL INFO: (WIND LOADS ARE BASED ON CH. 26 THRU 30 OF ASCE 7) (FOUNDATIONS ARE BASED ON A MINIMUM SOIL BEARING CAPACITY OF 2000 PSI) y L J NNW" -II" CIR, .4-V 1/4 "X 1V 3A"SLOTTED HOLES 1" ON 1/4" STL. LEVELING PLATE 3" X 3" HOLE IN BASE AND LEVELING PLATE FOR CONDUIT ACCESS 5" POLE #101-5007-25 4 - V X 36" X 4" ANCHOR BOLTS W/ 3112 " MIN. BOLT PROJECTION CONCRETE SEALER 4 - #4 BARS W/#3 TIES 12" - LOCATE ALTERNATE LOCATIONS FROM A.B. NOTES. 1. FOUNDATION SHOWN IS A TYPICAL DESIGN. WIND LOADS OF MORE T14AN 100 MPH AND UNSTABLE SOIL CONDITIONS MAY REQUIRE AN ALTERNATE DESIGN. VERIFY CONDITION OF SOILS WITH SOILS REPORT 2. FOUNDATIONS SHALL EXTEND BELOW FROST DEPTH PER LOCAL CODES. `5 LIGHT POLE BASE DETAIL SD1 1 /2"=1,-0,, ACHSCORN11NT PAR 25 ERTLAP TYP. ram===----- L----- II I 1 #5 DOWEL IN CORNER U I I I 2 EA. ##5 TOP& BOTTOM I I SEE �EAM DETAIL FOOTING, FOUNDATION, TIE -BEAM COIZNER DETAIL SCALE N.-I S. NOTE: 1. LOCATION PER APPROVED DEVELOPMENT ORDER MOUNTING PLATE (NON -SHRINK GROUT UNDER LEVELING PLATE BY GC) CONSULT VENDOR FOR. FOUNDATION DESIGN SPECIFICATIONS (4) ANCHOR BOLTS Sol MENU BOARD FOUNDATION Q SD1 CANOPY POST BY VENDOR ORDER CONFIRMATION BOARD(OCB) WITH SPEAKERS BY CONDUITS CONNECT TO BASE VENDOR OF POLE. SEAL FOR MOISTURE WITH EXTERIOR EPDXY r-6" CURB Q CONCRETE FOOTING BY G.C. SPEAKER POST/CANOPY FOUNDATION LLJ U U LLJ LU l_ W = Z U (D Q W r J � J ED m I� W W UJ Z 1n O J -U Z O L W Z U-1 U m '-> U v 65 _ L N �O n O I N� I� w U O Lu W U_ w m 0 O Z Z w o a Q m J w U) a LLI = CN L J U U Q W o Z LLJ H- ti _ = i W 0 Y Q Lua 0 O z w W U r W C14 om Z Z Q En z w U O 0 W U) w 0 Cn H- x a- w W O d LU W F- O 1 J J Q � I z Q I x cD a' a- SEAL a,O1 1, W. oIC - f 0,CsE1VSF,••. W N 448 !>LU�W9 OF ST TE ,•', J 0. e.,P.A 'p�4® R eM f� LU ROB1*011I 111PME X FLORIDA PE. #44643 W RELEASE I COMMENT RESPONSE 03/ 2 KITCHEN REVISION 06/. 3 OWNER REVISION 01/1 4 5 8 PROJECT NO, 2018-002 SUE DATE 12/21/18 DRAWN CHEC F GM BC r SHEET NO INSIDE SURFACE OF FOOTING MOP SINK DRAIN X= 2'-4" Y= 28'-11" - Y=28,_4, Y=28'-4„ • I o CO Q X=7'-8" \.,.� X=3,_11„ Y=26,_2„ Y=26'-2" C.J. 0 X=10'-0" Y=20'-7" F S3 A X 34.7„• O o Y_28 -3„ O X=21'-1' Y=26-2" X=36'-11 Y=26'-4' WCO WOO WOO 0 X=15'-8" X=2l'-11" X=33-6' o Y=22,-2,. o Y=22, Z' Y=23,_9„ � X=18' 0 u Y-2l'-7" X=14'-6" O Y=16'-8" 0 X=19'-6" X=14-0" Y=13'-4" • - Y=1 V-8" X=15'-2„ O Y=9,_6„ RIM OF T-0" DIA.AREA @ EL. 4-0 1/4" (TYP) FLDOR DRAIN @ EL 6" _ X= 4 -0'-0 1 /2" (TYP) --- � Y= 6 -4" CO 11 ® U X=16,_0„ L Y-57 — N Y=2,-3" 0 WCO a X=1 V-2" 0,000ORDINATE X-AXIS (REF. POINT) (COORD. ARE TO C.L. OF FIXTURE) FOUNDATION PLAN lllS1 1 /4"=l'-O" TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, IN INITIAL CHEMICAL SOIL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING AND COMPACTION IS COMPLETE. SOIL AREA DISTURBED AFTER INITIAL CHEMICAL SOIL TREATMENT SHALL BE RETREATED WITH CHEMICAL SOIL TREATMENT, INCLUDING SPACE BOXES OR FORMED. SPACE IN CONCRETE FLOORS BOXED OUT OR FORMED FOR THE SUBSEQUENT INSTALLATION OF PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY USING PLASTIC OR MENTAL PERMANENTLY PLACED FORMS OF SUFFICIENT DEPTH TO ELIMINATE ANY PLANNED SOIL DISTURBANCE AFTER INITIAL CHEMICAL SOIL TREATMENT. CHEMICALLY TREATED SOIL SHALL BE PROTECTED WITH A MINIMUM 6 MIL VAPOR RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. ANY WORK, INCLUDING PLACEMENT OF REINFORCING STEEL, DONE AFTER CHEMICAL TREATMENT UNITE THE CONCRETE FLOOR IS POURED, SHALL BE DONE IN SUCH MANNER AS TO AVOID PENETRATING OR DISTURBING TREATED SOIL. X=48' 7" — o Y=28'-3" o WCO Q X=42'-0' X=46-0" Y=26'-4" Y=26'4' 0 WCO X=49,_9„ Y=23,_9„ X=28'-10" Y=21 `-7" WCO o { X=34'-9" Y= X=26,_0„ XO 9 2" �I 6-6 X=25'_4" Y_13,-4 II Q =39,_0„ UNDER -SLAB CONDUIT FOR--- =11'4" PRODUCTION COUNTER, COORDINATE WITH ELECTRICAL FOR SIZE I A _ X=24=8 0VVCO 7 X-24'-8" _ Y=10„ CONCRETE OVER POUR OR MORTAR ACCUMULATED ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR CHEMICAL SOLID TREATMENT, TO ENHANCE VERTICAL PENETRATION OF THE CHEMICAL. CHEMICAL SOIL TREATMENTS SHALL ALSO BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1 FOOT (305 MM) OF THE PRIMARY STRUCTURE SIDEWALLS. ALSO, A VERTICAL CHEMICAL BARRIER SHALL BE APPLIED PROMPTLY AFTER CONSTRUCTION IS COMPLETED, INCLUDING INITIAL LANDSCAPE AND IRRIGATION / SPRINKLER INSTALLATION. ANY SOIL DISTURBED AFTER THE CHEMICAL VERTICAL BARRIER IS APPLIED SHALL BE PROMPTLY RETREATED. ALL BUILDINGS SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED BY FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO PRE -CONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. PROTECTIVE SLEEVES AROUND METALLIC PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE -CONTAINING MATERIALS AND SHALL RECEIVE APPLICATION OF A TERMITICIDE IN ANNULAR SPACE BETWEEN SLEEVE AND PIPE. 3 TERMITE PROTECTION S1 N.T.Q. X=29,_9„ Y=6'-4" X= 39'-0" WCO Y= 1'-10 X 32'-5" L!4i Cl o X: L — Y' X=42'-8" Y= 6" 4° O X=48 6' �A 6" WOO - WOO 0X=44'-6" O Y=1'-6" I CD NOTE: \ ALL CORE DRILLING TO BE COORDINATED WITH SEATING SUPPLIER (CD) L— __1I aD C.J. CENTE OL REFERE R uDINING ROOM a � 9 ' S3 -� - INSIDE SURFACE O OF FOOTING I A CID CORE J CID, (T (CD, TYP.) ®p ®D ®D i VERTICAL (S3 REINFORCEMENT AT 16" O.C. MAX CONCRETE FOOTING SCHEDULE LABEL TYPE LENGTH WIDTH DEPTH BOTTOM REINF. I TOP REINF. REMARKS LONG WAY ISHORTWAY ILONGWAY ISHORTWAY O MONO CONT. 2'-8" 1'-6" 1 (4) #5 1 N/A I (1) #5 TRANSVERSE @ 8" O.C. APPLICABLE CODES GENERAL NOTES: 1. TYPICAL SLAB CONSTRUCTION TO BE 4" 3000 PSI CONCRETE WITH 6X6 WWF PLACE OVER 6 MIL VAPOR BARRIER, AND COMPACTED TERMITE -TREATED FILL AS REQUIRED. 2. FOUNDATION IS DESIGNED FOR ALLOWABLE SOIL PRESSURE OF 2500 P.S.F. G.C. 3. PLUMBING ITEMS ARE SHOWN FOR GENERAL INFORMATION ONLY. CONTRACTOR TO COORDINATE EXACT LOCATION OF ITEMS WITH PLUMBING SHEETS AND EQUIPMENT ROUGH -IN DIAGRAMS. - VERIFY WITH EQUIP. SUPPLIER, 4. COORDINATE EXACT LOCATION & TYPE OF ALL REQUIRED DRAINS W/ PLUMBING PLANS 5. FINISH FLOOR TO BE SLOPED TO FLOOR DRAINS AT KITCHEN/RESTROOM AREA. G.C. TO VERIFY EXACT TOP ELEVATION OF ALL PLUMBING FIXTURES PRIOR TO CONSTRUCTION 6. PROVIDE SAWN CONTROL JOINTS 1/4 OF SLAB THICKNESS @ 17'-0" 0. C. MAX. EACH DIRECTION. LEGEND: FD - FLOOR DRAIN FS - FLOOR SINK CO - CLEANOUT HD - HUB DRAIN CD - CORE DRILL MJ - MASONRY JOINT NOTE: 1. SEE EQUIP. PLAN, FOR CORE DRILLED LOCATION FOR THE QUEUE LINE, LOW WALL AND TABLE BASE POSTS. 2. SEE SHEET S-4 FOR SHEAR WALL REINFORCEMENT AT EXTERIOR BUILDING WALLS 3. EXTERIOR DIMENSIONS ARE FROM EDGE OF FOUNDATION. NOTE TO MASONRY CONTRACTOR: THE MASONRY CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL MASONRY OPENINGS WITH PROPER MANUFACTURE'S SPEC. PRIOR TO CONSTRUCTION. WINDBORNE DEBRIS REGION: ❑ NO X❑ YES IMPACT RESISTANT GLAZING ❑ IMPACT RESISTANT COVERING ❑ COMBINATION OF IMPACT RESISTANT GLAZING & COVERING INTERNAL PRESSURE COEFFICIENTS: ❑ 0.00 (OPEN) X❑ +0.18, -0.18 (ENCLOSED) ❑ +0.55, -0.55, (PARTIALLY ENCLOSED) 0 v X❑ 1.00 (BUILDING CATEGORY II) ❑ 1.15 (BUILDING CATEGORY IV) SURFACE ROUGHNESS: X❑B ❑C ❑D EXPOSURE CATEGORY: 4 r K Y ❑ B X❑ C ❑ D WIND LOAD DIAGRAM COMPONENTS AND CLADDING PRESSURES: BUILDING CONSTRUCTION TYPE: ❑ TYPE I -A ❑ TYPE II-B ❑ TYPE IV ZONE 1: +24.0 / -68,2 ❑ TYPE 1-13 ❑ TYPE III -A ❑ TYPE V-A ZONE 2: +24.0 / -59.9 ZONE 3: +28.4 / -155.9 ❑ TYPE II -A ❑ TYPE III-B X❑ TYPE V-B ZONE 4: +55.6 / -61.9 ZONE 5: +63.5 / -77.5 ,DESIGN PARAMETERS S1 N.T.S, BUILDING: FLORIDA BUILDING CODE, 6TH EDITION, (2017) BUILDING MECHANICAL: FLORIDA BUILDING CODE, 6TH EDITION, (2017) MECHANICAL PLUMBING: FLORIDA BUILDING CODE, 6TH EDITION, (2017) PLUMBING ACCESSIBILITY: FLORIDA BUILDING CODE, 6TH EDITION, (2017) ACCESSIBILITY ENERGY: FLORIDA BUILDING CODE, 6TH EDITION, (2017) ENERGY CONSERVATION ELECTRICAL: NFPA 70, NEC 2011 EDITION FIRE: FLORIDA FIRE PREVENTION CODE, 6TH EDITION, (2017) NFPA 1 & NFPA 101 METHOD OF DESIGN: DESIGNED PURSUANT TO 2017 FLORIDA BUILDING CODE, SECTION 1623, AND ASCE 7-10 BASIC WIND SPEED: X❑ 159 MPH (ULTIMATE DESIGN) = 136 MPH (NOMINAL DESIGN) RISK CATEGORY: ❑ 0 77 (BUILDING CATEGORY 1) ❑ 115 (BUILDING CATEGORY III) a o v t N d f m M tT t W m mt EZ1 M l Z � V L W W H W = z U (3 Q W U o J m N J U � � LJ z N O a J N U, W Z Z U owl: LU m N U N c ti U uj N Tn 6 M Q N fn d I w U ' 0 O D' a w w co U O z 0 F- O Lu LU J � " m J LUCn a F- w x J U m U Q W o W H `o _ �' >< w 0 LU a Q o U) D_ w LU O LU> cn 2 F- 0 z Q U) z W U O 0 w U) w x O F__ U) F- x CD Of F- Lu w a O o' a LU w x H- O J J Q z F- x 0 SEAL 0 FEB 1 U oe���auugeji .. W, AGE NS�c'•,�° No 446 3 Sk. w *: cn ; 2 W � • STATE OF ; 2� ccnn �'�p T� 0 R MVP LU 0- �ffiO�FR"'1TM x FIL ItIA1311.10 643 W cl) ' J RELEASE DATE 1 COMMENT RESPONSE 03/28/1' KITCHEN REVISION 06/26/1' 3 OWNER REVISION 01/02/2 4 s s PROJECT NO. 2018-002 ISSUE DATE 12/21/18 FDRAWN CHECKEC BC SHEET NO. S1 v TIE -BEAM STANDARD HOOK 6" EMBEDMENT — — NOTE: INSTALL PRE -CAST CONCRETE g 4" BRG. LINTEL IN STRICT ACCORDANCE (MIN) W/ MANUFACTURERSREINF. TNPRECAST RECOMMENDATIONS. '\6� CONC. LINTEL W/ (1) #5 (U.N.O.) ]III FTZFF=(2) I #5 VERT. @ EA. a z Ig � END OF OPENING CLEANOUT REQ'D 5" EMBEDMENT FOR GROUT LIFT FOOTING _ >5 FT. UNLESS z;t3" MIN, COVER FTG. DWL IS NOT REINFORCING -]STANDARD HOOK REQ'D MASONRY WALL W/ PRECAST LINTEL 3/4"=1'-0" CONT. METAL FLASHING & COUNTER FLASHING, PAINTED, SEE EXT. ELEV. FOR COLOR PREFABRICATED CANOPY ASSEMBLED ON SITE SLOPE PRESSURE TREATED 2x10, SKIM COATED WITH EIFS SEALANT 6 BALCONY BRACING DETAIL S4 3"=1'-0" 1 8„ 3Y" 18" CLEVIS— — WELD EYE HOOK TO STEEL PLATE F1 4 1/2" DIA. CLEVIS r �(O1 1I _ .1 nl l M i M 2 F ELEV. 1/4"x6"x6" STL. PLATE 1/2" TURNBUCKLE NUT WELDED TO PIPE V STD. STEEL PIPE SECTION 12 BALCONY BRACING DETAIL S4 3"=1'-0" T/FTG. EL. SEE PLAN 1Fj \� 1 NOTE FOR PIPES RUNNING PARALLEL TO STRIP FTG'S. FTG. DEPTH & PIPE LOCATION SHALL BE COORDINATED SO THAT THE PIPE IS NOT WITHIN FTG, LOAD DISTRIBUTION INFLUENCE LINE AS ILLUSTRATED, TYP. PIPE PARALLEL TO WALL T/FTG.EL SEE PLAN 1 1/2" COMPRESSIBLE MATERIAL AROUND PIPE OR PROVIDE PIPE SLEEVE,TYP. 0 PIPE TO BE PLACED WITHIN DOTING A I EXIS I INU PIPES WHAP W/ 2" STYROFOAM OR SLICE PVC PIPE 2" DIA. LARGER & PLACE AROI PIPE (SEAL SLIT W/ DUCT TAPE CONCRETE FILL IS TO BE PLACED BEFORE FOOTING IS POURED AND TO BE THE SAME WIDTH AS FTG. POUR FULL WIDTH OF PIPE TRENCH TYP. PIPE PENETRATION THRU WALL PIPE PENETRATION OF FOUNDATION DETAIL 3/4"=1'-0" PROVIDE JOINT SEALANT FINISH FLUSH W/ SURFACE, TYP. 1/8" SAWCUT F-T : — CONT. VAPOR J BARRIER, TYP. CRACK CONTROL JOINT (CCJ) NOTES: 1. JOINTS SHALL BE SAWCUT BETWEEN 4 & 12 HOURS AFTER CONCRETE IS PLACED, 2. USE STRAIGHT BULKHEAD, COAT WITH FORM OIL. 3. COAT EXPOSTED VERTICAL SURFACE OF CONCRETE WITH FORM OIL BEFORE POURING ADJACENT STRIP. 4. USE CONSTRUCTION JOINT INSTEAD OF CRACK CONTROL JOINT WHEREVER CONSTRUCTION IS STOPPED OR WHERE CALLED FOR ON PLANS. PROVIDE JOINT SEALANT FINISH FLUSH W/SURFACE, TYP. CONT. VAPOR BARRIER, TYP. CONSTRUCTION JOINT (CJ) LINE 1/2 CAVITY W/ BLDG. PAPER & FILL W/ MORTAR COORD. LOCATION WITH ARCH, MAX SPACING = 32'-0" TO BOT./ROOF TIE SM. (DISCONT. AT CONC. TIE BMS.) (RAKE & CAULK) (1) # 5 CONT AT EA.SIDE OF LT. a DISCONT. JT. REINF. @ M.C.J. OPTION 1 DISCONT. JT. REINF. @ M.C.J. LOPED RAKE JOINT & PREMOLDED RUBBER INSERT CAULK OPTION 2 3 MASONRY CONTROL JOINT S3 N.T.S N H N 1/8" SAWCUT JOINT SEALANT, SEE SPEC. FINISH 1/2" FLUSH Wl SURFACE TYP. 3/4" DIA. PLAIN BARS @ V-0" O.C. TYPICAL SLAB ON GRADE JOINTS N.T.S CAST IN PLACE REINF. GONG. TIE BEAM OR BOND BEAM PLACE METAL LATH OR WIRE SCREEN OVER CORES NOT TO BE FILLED (SHEET METAL !' AND FELT PROHIBITED). CORES MAY BE PACKED WITH FELT BUT NOT PROHIBITING •'• _'. MORTAR BOND. r — VERTICAL REINFORCING W/ MATCHING t• DOWELS IN FOUNDATION. SEE FOUNDATION PLAN & DETAIL SHEETS HORIZ. JOINT REINF, AT 16" O.C. STARTING r AT FIRST COURSE ABOVE FOUNDATION, LAP SPLICES 6". USE PREFAB. L's AND T's AT WALL INTERSECTIONS GROUT FILLED CELL PLACE AND CONSOLIDATE GROUT IN 4 FT. LIFTS M MORTAR CROSS WEBS •' ADJACENT TO (4) 518" DIA. THRU BOLTS wlA 314" LFILLED CELLSD.x1" � `� � •.. ~ y '• LONG SPACER AT EA. BRACE wl2" i •. '• ' ! STD, 90' HOOK IN — WASHERS '• , ; , r , i. .: ' FOOTING AND TIE • BEAM. 8" CMU •.' ; ,. . SET FIRST COURSE IN FULL �• MORTAR BEDDING CLEAN OUT OPENINGS AT FOUNDATION, GROUT FILLED CELL ASTM C-90 LOCATIONS, FOR WALLS C.M.U's OVER 4 FT. HIGH TYPICAL CMU WALL CONSTRUCTION N.T.S NOT USED 3/4"=1'-0" EXPANSION JOINT AT WALL 25" 25" BENT BAR LAP LAP SPLICE AT EACH (TYP.) CORNER N 1 45 DOWEL IN CORNER (3) #5 CONT.— FOOTING & FOUNDATION CORNER 3/4"=l'-0" 0 w C) 0 O d 25" BENT BAR LAP 25' Lu of SPLICE AT EACH CORNER LAP (TYP.) w CO O F_ •ad O (u NJ Z v Lu #5 DOWEL IN CORNER CC } (2 EA.) #5 TOP & BOTTOM (SEE BEAM = eru�ni u n H 2 TIE BEAM CORNER DETAIL S3 3/4"=1'-0" REFER f0 ELEVATION SHEET FOR TIE -BEAM ELEVATIONS - WHERE APPLICABLE (EJ) Lo N g LAP TL: POUR 8"x8" VERTICAL < COLUMN AT TIE BEAM STEP-UP W/ (4) #3 VERTICAL F #5 VERTICAL IN POURED CELL, 6 STEPPED TIE BEAM DETAIL S3 3/4"=1'-0" (1) #61N GROUTED CELL (CELL (PROVIDE FTG. #4 @ 12" O.C., 'i DOWELS TO MATCH) EXTEND 30" INTO SLAB TYP �i 8" CMU WALL 4" CONC. SLAB W/ VVWF 6x6-W1.4xW1.4 _.—_----_ — I Z � �ISQUEEN VAPOR M RETARDER OVER 4" GRANULAR FILL (1)#5 „ TRANSVERSE (4) #5 CONT. 3 @ 8" O.C. 32" "\SECTION @FOUNDATION @ EXTERIOR WALL 3/4"=1'-0" m Q) N W ry J pM] QMj Lu m M M E > M M Z o 0 .E v r y N W W m W I— uJ = Z U (D Q Lu J O J D] � J W U � � Y > m Z Z r O Z J C? m W o rn L Z W a U o o -O N m > N J � W V (n 0 � M � N N cna W Z LL) J Q In (n W a W J Q Lu U w 1= � o z p ir o �_ w �o co Q�II D D D o 0 Z Lu O U) U) w J Q rn M lE z W U) w U J a— L0�Na CV : w r Y J of o ��� fc�S ..... ` %iS ���i 00.`GE � N S�. ,�i 2` N 4464 :* • ST AT'E 0 Ile M FLORIDA PE. #44643 RELEASE DAin COMMENT RESPONSE 03I28119 2 KITCHEN REVISION 06/26/19 3 OWNER REVISION 01/02/20 a s 6 PROJECT NO. 2018-002 ISSUE DATE 12/21/18 DRAWN CHECKED BC SHEET NO. S3a SPECIFICATIONS DIVISION 9: FINISHES SECTION 9A: GYPSUM WALLBOARD GENERAL PROVISIONS SCOPE: FURNISH AND INSTALL GYPSUM WALLBOARD AS A SUBSTRATE FOR OTHER FINISH MATERIALS ON ALL INTERIOR WALLS AND THE INTERIOR PORTIONS OF EXTERIOR WALLS, SIDEWALK TO EXTEND FURNISH AND INSTALL GYPSUM BOARD SUSPENDED CEILING WITH HANGERS AND TO GREASE AND CO2 SUPPORTS. ENCLOSURE, COORDINATE WITH CIVIL 1. MATERIALS[ MATERIAL NAMES ARE BASED ON A NATIONAL GYPSUM GOLD BOND STA-SMOOTH V BEVEL EDGE SYSTEM. USE GOLD BOND OR EQUAL SYSTEM BY U.S. GYPSUM. WALLS (EXCEPT WHERE NOTED): 1/2" STA-SMOOTH GYPSUM WALLBOARD O WALLS WHERE NOTED: 1/2" THICK TAPERED EDGE M/R (MOISTURE A16 RESISTANT) GYPSUM WALLBOARD DROPPED CEILING WHERE NOTED: 1/2" STA-SMOOTH GYPSUM WALLBOARD FIRE RATED WHERE NOTED OR 5/8 FIRE SHIELD (GYPSUM WALLBOARD) O O REQUIRED BY CODE 0 2. FASTENERS: A. GWB-54 1-5/8" LONG ANNULAR RING SHANK NAILS MEETING THE REQUIREMENTS OF ASTM C-380. 7 A16 go 2 4 A6 A8 78'-8" 6'-0" --go-- --, . GC 0 ROVID ISA DECAL » o� I r I in '-0" x 9'-4" YKKAP x - CV I o ( MEN WOMEN \: ) I RAME: YES 45F-S W-5 FL 12926.R2 3_94 3 29'-34" �i W-4 1 w-3 1 w4 r� DOOR:20D t70 7, 8 42' T 102° I FL 5851.R5 O3 -6" x 7'-0" CECO FRAME: ZHDL.R2576 9 13 I 3: 3� DOOR: ZHCW.R27575 FL 4553 R.10 0 2 I 1 A9 I Al 4 11 1' 10'-8" EQ. EQ. rI - T -- ------ I I L+70/-90 Q 1' 0'-8" x 6-8" YKKAP FRAME: YES 45F-S FL 12926.R2 3'-4" SYMBOLS: ®DOOR NUMBER. SEE SHEET A-17 FOR DETAILS OWINDOW NUMBER. SEE SHEET A-17 FOR DETAILS DETAIL NUMBER Al2 SHEET NUMBER PLAN DETAIL 1 DETAIL NUMBER A3 SHEET NUMBER o� SECTION DETAIL N ARROW INDICATES DIRECTION OF VIEW �h XXX DENOTES BLOCKING AS i REQUIRED - - - - - O DINING I T 1 I 1----------1-1 ----- - I B. 1-1/4" LONG TYPE-W DRYWALL SCREWS TO WOOD STUDS. 91-8-" 11 1 9'-1 11 3' 5-0 �1 •_IN 6 W I w C. 1-1/4" LONG TYPE-S DRYWALL SCREWS TO INTERIOR METAL STUDS. 1 ---- 2 4 -3 2 2 7 -6 O I 2 / I I \ I 1 U D 1-1/4" LONG TYPE-S12 CORROSION RESISTANT SCREWS FOR EXTERIOR GYPSUM A7 - - - - - - - - - �t 7 HALL I I SHEATHING TO METAL STUDS. - - 9 /���`�V1 5 I _ I / I I \ I A7 O E. JOINT TREATMENT COMPOUND SHALL BE READY MIXED, JOINT TAPE SHALL BE - I A9 I w CROSS FIBERED, PERFORATED, FEATHER EDGED. CORNER BEADS SHALL BE I 8 BATTER FRYLU 13 GALVANIZED STEEL ROLL -FORMED U-SHAPED CHANNELS. O 3 O \ L- J I I W 3 - 11 I F. HANGERS AND SUPPORTS: 2X4 WOOD FRAMING. SUBSTITUTION: FOR STEEL TRUSS I COOLER F+; I LI I ! I I cc) 1 O BUILDINGS 1-1/2" CARRYING CHANNELS, 3/4" FURRING CHANNELS, 8 GAGE HANGER SERVICE I \\ �. O LU I zo WIRES, 16 GAGE TIE WIRES, AND 1" TYPE S SCREWS. p �• I I I I SALES / o 4 PERFORMANCE +70/ 90ABOVE 2 ch 3 3 I I 1 I \ 16-8" x 6'-8" YKKAP I (NOT SHOWN) Lu 1. INSTALLATION AS c0 I,_, I I COUNTER I II A18 I� FRAME: YES 45F-S Q A. CUTTING WALLBOARD: GYPSUM WALLBOARD SHALL BE CUT BY SCORING AND -1 N A9 I I I�. _ 3 W BREAKING, OR BY SAWING, WORKING FROM THE FACE SIDE. WHERE BOARD MEETS PROJECTING SURFACES, IT SHALL BE SCRIBED NEATLY.Ld ! I A16 I I �� I Id 14 ;d_1 i B. INSTALLING WALLBOARD: GYPSUM WALLBOARD SHALL BE APPLIED AT RIGHT CHASE FOR----.OFFICEI I I , w ANGLES TO FRAMING MEMBERS. BOARDS OF MAXIMUM PRACTICAL LENGTH SHALL CO2 LINE 2/A1 �, BE USED SO THAT AN ABSOLUTE MINIMUM NUMBER OF END JOINTS OCCUR. WALLBOARD JOINTS AT OPENINGS SHALL BE LOCATED SO THAT NO END JOINT �1. _ 12'-411 I 4 -82 3 12,-1 „ 11'1 10�1I 3 1' I I I 11 $; 627'-6" SHALL ALIGN WITH EDGES OF OPENINGS, END JOINTS SHALL BE STAGGERED. - O I I L- - - W C. FASTENING WALLBOARD: ATTACH WITH SCREWS OR NAILS SPACED 2 I - -8 w1� L - - APPROXIMATELY 8' o c . THE NAILS SHALL BE DRIVEN HOME WITH THE HEAD FREEZER 3 -' +70 / -90 A16 REP AREAL SLIGHTLY BELOW THE SURFACE OF THE BOARD IN A DIMPLE FORMED BY THE A8 T ���� t�'. -�- -- 10'-S" X 6'-8" YKKAP w DRIVING TOOL. N' 4 I +70 / -90 FRAME: YES 45F-S I v A14 W-2 3-4 x 9-4 YKKAP FL 12926.R2 D FASTENING EXTERIOR GYPSUM SHEATHING' ATTACH TO METAL STUDS WITH I 8 9 FRAME' YES 45F-S SCREWS @ 12" o.c. WITH HEAD FLUSH WITH SURFACE. 15 FL 12926.R2 Q I I DOOR:20D - E. JOINTS FINISHING: JOINT COMPOUND, QUICK -TREAT, AND TOPPING COMPOUND 1.- W-1 3 FL 5851.R5 I W SHALL BE APPLIED IN ACCORDANCE WITH PRINTED INSTRUCTIONS CONTAINED IN +70 / -90 3 O THE PACKAGE A UNIFORMLY THIN LAYER OF JOINT COMPOUND SHALL BE APPLIED _.. __._.._--_ 1'-4" x 2'-6" O I = � OVER THE JOINT UNDER THE TAPE TO PROVIDE PROPER BOND CEILING AND WALL ANGLES AND INSIDE CORNER ANGLES SHALL BE REINFORCED WITH THE TAPE = Q - - - - - - d' d. 0 -YKKAP: YES 45F-S GC TO PROVIDE ISA DECAL +1/2' AX c`) r - - - - - - - -T U O 3 - QFL 12926.R2 13 i �.� �.: 0 FOLDED TO CONFORM TO THE ANGLE AND EMBEDDED IN THE COMPOUND. ,- 5 A9 W AFTER THE COMPOUND IS THOROUGHLY DRY, APPROXIMATELY TWENTY FOUR (24) � Al 4 ' AS V - - - �' � HOURS FOR REGULAR COMPOUND, 2-1/2 HOURS FOR QUICK TREAT, THE TAPE -' -' w SHALL BE COVERED WITH A COAT OF JOINT COMPOUND OR TOPPING COMPOUND SPREAD OVER THE TAPE APPROXIMATELY 3" ON EACH SIDE OF TAPE, AND +70 / -80 I +70 / -90 O FEATHERED OUT AT THE EDGE. AFTER THOROUGHLY DRY, APPLY ANOTHER I © I 6 -0" x T-5" QUICKSERV I 5'-4" x 6'-8" YKKAP 12 H CROWN OVER JOINTS. THIS COAT SHALL BE SMOOTH AND THE EDGES FEATHERED I 3 PRODUCT: BP-7241 E IP I QE FRAME: YES 45F-S U F APPROXIMATELY 3" BEYOND THE PRECEEDING COAT. ALLOW EACH APPLICATION I FL 12926.R2 = OF COMPOUND TO JOINTS AND NAIL HEADS TO DRY, THEN SAND IF NECESSARY. A8 FL 16711.R2 I L_ - - - -1'-4" J CO ALL WALLBOARD AND TREATED AREAS SHALL BE SMOOTH AND READY FOR I I V-4" l PAINTING OR WALLCOVERING. n 12 � n fi-� " �2S_ J u 5 -4 n 2 -0 n 10 -8 n 1 FLOOR PLAN Scale: 1 /4"=1'-0" BACKWRAP AND SEAL SPRAY INSULATING FOAM AROUND OPENING, AFTER CO2 LINE IS INSTALLED 3" PVC CHASE EIFS FINISH SYSTEM CO2 LINE INSIDE ALUMINUM FLASHING AT ENCLOSURE TOP CHASE TO ENTER ENCLOSURE BETWEEN THE TOP PANEL AND THE GREASE TANK LID SPRAY INSULATING FOAM AROUND OPENING, AFTER CO2 LINE IS INSTALLED -- - - - - - - - - - --- R.O. R.O. R.O. LLU IL 33'-4" 28'-0" 17'-4" 0 a w A6 = H O J mw 0 Z a WALL TYPES: KEY NOTES: WALL SHEATHING NOTES: FLOOR PLAN GENERAL NOTES: CD DINING ROOM WALLS' Q' W-1 INTERIOR WALL: INSTALL 3'-0" W X 8'-0" H X 18 GA. STAINLESS STEEL PANEL BEHIND OVENS. REFER A. 1/2" CEMENT WALLBOARD FROM T.O. SLAB TO 12" A.F.F. MIN / 48" A.F.F. MAX, DIMENSIONS: a 2x4 WOOD STUDS AT 16" O.C. , SECURED TO SLAB. TO INTERIOR KITCHEN ELEVATIONS AND EQUIPMENT PLAN FOR EXACT LOCATION WITH 1/2" GYPSUM WALLBOARD FROM T.O. CEMENT BOARD TO 6" ABOVE A. ALL DIMENSIONS ARE TO STUD. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF SLAB. O 112" CEMENT BOARD TO 6" A.F.F., BOTH SIDES. El DIVIDER WALL - FURNISHED WITH SEATING PACKAGE CEILING HEIGHT U.N.O. NOTE: 1/2" DIFFERENCE TO EXTERIOR STUD SO THAT EXTERIOR SHEATHING WHEN APPLIED U) 1/2" GYPSUM BOARD FROM TOP OF CEMENT BOARD TO 2" ABOVE CEILING (DINING ROOM SIDE). B, PLASTIC LAMINATE TO ADHERE TO BASE SHEATHING SHALL FINISH IN -LINE WITH SLAB. I_ 1/2" PLYWOOD FROM TOP OF CEMENT BOARD TO 2" ABOVE CEILING (KITCHEN SIDE / OFFICE SIDE). G.C. TO PROVIDE 2" X 2" X N-0" HIGH CORNER GUARDS ON ALL OUTSIDE CORNERS C. VINYL WALL COVERING TO ADHERE TO GYPSUM SHEATHING B. DIMENSIONS NOTED AS'CLEAR' OR 'HOLD' ARE MIN. REQ'D. NET CLEARANCE FROM FACE OF O SEE SHEETS A2 (INTERIOR FINISHES). ❑3 AT KITCHEN WALL. PROVIDE COMPLETE WRAP ON END WALLS, SEE DETAIL 2/A2 WALL FINISH. VERIFY FINAL EQUIPMENT SIZES W/ VENDOR PRIOR TO INTERIOR WALL IJJ > KITCHEN WALLS: FRAMING D' W-2 INTERIOR WALL: ❑4 G.C. TO INSTALL 18 GA. STAINLESS STEEL PANELS ON WALL. REFER TO 1/2" PLYWOOD FROM 18" A.F.F. TO 9'-6" A.F.F. IN ALL KITCHEN WALLS ACCESSIBILITY: w 2x6 WOOD STUDS AT 16" O.C. , SECURED TO SLAB. MECHANICAL HOOD DRAWINGS FOR PANEL SIZES A. HANDICAP ACCESS TO BUILDING IS DESIGNED ACCORDING TO APPLICABLE CODE. G.C. TO w 1/2" CEMENT BOARD TO 6" A.F.F., BOTH SIDES. ELECTRIC DRIVE-THRU WINDOW SHOWN. G.C. TO PROVIDE JUNCTION BOX TOILET ROOM WALLS: ENSURE THAT ALL DIRECTIONS AND DIMENSIONS GIVEN ARE STRICTLY ADHERED TO. IF Q' 1/2" GYPSUM BOARD FROM TOP OF CEMENT BOARD TO 2" ABOVE CEILING (DINING ROOM SIDE). 5 UNDERNEATH THE WINDOW. VERIFY REQUIRED ROUGH -IN AND ELECTRICAL 1/2" DUROCK FROM 18" A.F.F. TO 5'-6" A.F.F. AT INTERIOR TOILET ROOM WALLS CHANGES ARE MADE THAT CONTRADICT WITH THE DRAWING, OR IF EXISTING FIELD >_ 1/2" PLYWOOD FROM TOP OF CEMENT BOARD TO 2" ABOVE CEILING (KITCHEN SIDE / OFFICE SIDE). REQUIREMENTS W/ MANUF, DRAWINGS CONDITIONS MAKE THE DRAWINGS NOT APPLICABLE, THE ARCHITECT MUST BE CONTACTED � j SEE SHEETS A2 (INTERIOR FINISHES). O NEW FLOOR AND BASE TILE AS NEEDED IN DININ 3 ROOM. SEE FINISH SCHEDULE GENERAL CONSTRUCTION NOTES: IMMEDIATELY. B. LANDINGS AT DOORS SHALL HAVE A MAXIMUM ELEVATION DIFFERENCE OF 1/2", AND MAY U) w W-3 RESTROOM WALL: SLOPE AWAY FROM THE BUILDING AT THE EXTERIOR, AT A MAXIMUM SLOPE OF 1/48 PER a 2x4 WOOD STUDS AT 16" O,C. ,SECURED TO SLAB. 7 PROVISIONS FOR EXIT DISCHARGE LIGHTING ARE SHOWN ON THE LIGHTING PLAN GYPSUM BOARD / EXTERIOR SHEATHING NOTES FBC-B 1008.1.5. X w 3-1/2" UN -FACED SOUND BATT INSULATION, FULL HEIGHT of FINISHED WALL. PROVIDE STAINLESS STEEL ENCLOSURE AT WAL -IN FREEZER AND COOLER 1. EXTERIOR SHEATHING SHALL BE 1/2" E TERIOR PLYWOOD NAILED IN ACCORDANCE WITH THE C. DOORS SHALL HAVE LEVEL LANDINGS AT BOTH SIDES, EQUAL IN WIDTH TO THE DOOR' co1/2" CEMENT BOARD FULL HEIGHT BEHIND WALL TILIt AREA GYPSUM BOARD AT NON TILED WALL STRUCTURAL NAILING SCHEDULE (SEE: STRUCTURAL) OPENING WITH A MINIMUM DEPTH IN THE DIRECTION OF TRAVEL OF 44" PER FBC-B 1008 1 6 - U M tYJ fh LnL/J m Z F- o E 01--1� N N a U LLJ Lu m F- uJ = Z U 0 fl� Z Q Lij r J m � J w W � 0 z oLL�v Lu 0 H N > N J LU O N M Z z C Q N<nE U Z W o J Q m J Lu Q J = U N m Q w Lu O = Y Q O Q = u_ Lu > r O O popeves LJJ ly- J Q co Ll J rn z LLI CO � w - � L C,4 �W U a r0Y�C) o AREAS (RESTROOM SIDE). 1/2 CORNERS, SEE DETAILS SHEET A13 2. 1/2" GYPSUM BOARD TO BE INSTALLED ON ALL INTERIOR WALLS WHERE PLYWOOD IS NOT WINDOWS / DOORS: J 1/2" CEMENT BOARD TO 6" A.F.F. (KITCHEN / DINING ROOM). 9 PORTABLE FIRE EXTINGUISHER PER NFPA-10 INS ALLED BY OTHERS ON SITE AND REQUIRED. ALL JOINTS ARE TO BE TAPED. A. SEE INTERIOR ELEVATIONS - DOOR SCHEDULE. 1/2" GYPSUM BOARD FROM TOP OF CEMENT BOARD TO 2" ABOVE CEILING (DINING ROOM SIDE). SUBJECT TO LOCAL JURISDICTION APPROVAL 3. GYPSUM BOARD SHALL BE TYPE "WMR' IN ALL AREAS TO RECEIVE WALL TILE OR FRP PANELS B. ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE EGRESS SIDE WITHOUT THE USE OF A A.F.F. 1/2" PLYWOOD FROM TOP OF CEMENT BOARD TO 2" ABOVE CEILING (KITCHEN / OFFICE SIDE). PROVIDE 1/2" PLYWOOD SHEATHING AT (3) PLYW 10 OD SHELVES AS DIMENSIONED 4. WALLS TO RECEIVE TILE BASE SHALL HAVE 1/2" USG "DUROCK" INSTALLED TO 18' A.F.F. KEY, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS OR SURFACE INSULATION NOTES: BOLTS SHALL NOT BE USED. SEE SHEETS A2 (INTERIOR FINISHES). ON ELEVATION 4/A9 1. ALL EXTERIOR WALLS TO RECEIVE FIBERGLASS BATT INSULATION TO MATCH DEPTH OF WALL C. ALL GLAZING WITHIN A 24" ARC OF DOORS WHOSE BOTTOM IS LESS THAN 60" ABOVE THE W-4 RESTROOM WALL: 11 SOLID SURFACE SPLASH GUARD CAVITY. ALL EXPOSED INSULATION ABOVE CEILING SHALL BE RATED FS/SD PER CODE FLOOR AND ALL GLAZING IN DOORS SHALL BE SAFETY, TEMPERED, OR ACRYLIC PLASTIC 2x6 WOOD STUDS AT 16" O.C. , SECURED TO SLAB. BLOCKING NOTES: SHEET. "XXXXXX" 3-1/2" UN -FACED SOUND BATT INSULATION, FULL HEIGHT of FINISHED WALL, 12 GUARDRAIL. SEE DETAIL 3/A6 1. INDICATES BLOCKING REQUIRED IN WALL FOR PLUMBING LINES AND RESTROOM FINISH SUBSTRATES: 1/2" CEMENT BOARD FULL HEIGHT BEHIND WALL TILE AREA; 1/2" GYPSUM BOARD AT NON -TILED WALL ACCESSORIES. BLOCKING SHALL BE FIRE RETARDANT WHERE REQUIRED BY CODE. A. ALL JOINTS, GAPS OR SPACES LEADING TO ALL HOLLOW OR INACCESSIBLE SPACES SHALL 2 CONTRACTOR TO VERIFY REQUIREMENTS WITH LOCAL BUILDING OFFICIALS PRIOR TO BIDDING BE SEALED WITH'NSF INTERNATIONAL' APPROVED SEALANTS L d 12 w h C w Lu u 98913 ','� 13 26WO) S4VOC ACTTER III FL. REG. 98913 RELEASE UHIC COMMENT RESPONSE 03/28/19 2 KITCHEN REVISION 06/26/19 3 OWNER REVISION 01/02/20 a 5 6 AREAS (RESTROOM SIDE). 1/2" CEMENT BOARD TO 6" A.F.F. (KITCHEN / DINING ROOM). 13 SODA LINE CHASES (SEE: PLUMBING) CONTRACTOR IS RESPONSIBLE FOR OBTAINING MANUFACTURERS' CUTSHEETS AND LOCATING B. PROVIDE SOLID BLOCKING FOR WALL SUPPORTED ITEMS. 1/2" GYPSUM BOARD FROM TOP OF CEMENT BOARD TO 2" ABOVE CEILING (DINING ROOM SIDE). 14 WOOD HEADER ABOVE COUNTER STAINED TOM TCH CR-1 (SERVES AS BLOCKING AS REQUIRED. THIS INCLUDES KITCHEN EQUIPMENT AND ITEMS FURNISHED AND C. GC TO PATCH AND REPAIR ALL REMAINING SUBSTRATE TO RECEIVE NEW WALL COVERINGS, PROJECT N0. 1/2" PLYWOOD FROM TOP OF CEMENT BOARD TO 2" ABOVE CEILING (KITCHEN / OFFICE SIDE). BOUNDARY FOR CEILING CHANGE BETWEEN KITCHEN AND DINING) INSTALLED BY OTHERS, ALL WALLS TO BE PRIMED WITH MOLD PROHIBITIVE PRIMER. SEE SHEETS A2 (INTERIOR FINISHES). FRAMING NOTES: D. ALL GYPSUM BOARD BELOW FINISHED CEILING HEIGHT IS TO BE PREPARED FOR PAINTING 2018-002 15 CERAMIC WALL TILE IF REQUIRED BY LOCAL CO E COORDINATE WITH OWNER ( ) 1. CONTRACTOR MAY SUBSTITUTE METAL STUDS FOR INTERIOR WALL, AND SOFFIT FRAMING. WHERE OR WALL COVERING AS INDICATED ON INTERIOR ELEVATIONS AND FINISH SCHEDULE, SEE W-5 KITCHEN WALL: USED, METAL FRAMING TO BE 25 GA. UNLESS NOTED OTHERWISE (U.N.O.). IF METAL STUDS ARE GEN. CONSTRUCTION NOTES FOR DINING AREA. 2x8 WOOD STUDS AT 16" O.C. , SECURED TO SLAB. WALL FRAMING NOTES: USED, PROVIDE ARCHITECT WITH NOTIFICATION PRIOR TO BID AND/OR CONSTRUCTION SO THAT DECOR: 1/2" CEMENT BOARD FULL HEIGHT BEHIND WALL TILE AREA (BOTH SIDES) DETAILS MAY BE DEVELOPED FOR PERMIT AND CONTRACTOR USE, A. SEE SEATING PLAN ISSUE DATE SEE SHEETS A2 (INTERIOR FINISHES). 1. ALL INTERIOR WOOD FRAMED WALLS SHALL HA E A PRESSURE TREATED 2X SILL 2. REFER TO FRAMING NOTES FOR WALL SECTIONS B. SEE INTERIOR ELEVATIONS FOR WALL FINISHES PLATE (MATCH SIDE TO SIZE OF STUDS). THIS PLATE SHALL BE SECURED TO THE 3. ALL INTERIOR NON -LOAD BEARING WOOD FRAMING TO BE #2 SPRUCE, FIR OR WHITE PINE. WHERE MISCELLANEOUS: 12/21/18 W-6 KITCHEN WALL: FLOOR WITH 0.625 DIA x 3" EMBED EXPANSION ANCHORS AT 2-8" O.C. MIN, REQUIRED BY CODE, FRAMING SHALL BE #2 FIRE RETARDANT YELLOW PINE. CONTRACTOR TO A. DRAWINGS ARE BASED UPON WOOD FRAMING. UTILIZATION OF METAL STUDS ON 2x10 WOOD STUDS AT 16" O.C. , SECURED TO SLAB. Z ALL INTERIOR WOOD FRAMED WALLS SHALL HA E BLOCKING BETWEEN THE VERIFY REQUIREMENTS WITH LOCAL BUILDING OFFICIALS PRIOR TO BIDDING NON -BEARING INTERIOR PARTITIONS, BULKHEADS AND SOFFITS IS ACCEPTABLE. IF METAL 1/2" CEMENT BOARD FULL HEIGHT BEHIND WALL TILE AREA (KITCHEN SIDE) STUDS AT THE CEILING HEIGHT AND ALL PENETF ATIONS THROUGH THIS 4. ALL WOOD IN CONTACT WITH THE SLAB MUST BE PRESSURE TREATED STUDS ARE USED, PROVIDE ARCHITECT WITH NOTIFICATION PRIOR TO BID AND/OR 1/2" CEMENT BOARD FULL HEIGHT, PAINTED (COOLER SIDE) BLOCKING SHALL BE SEALED 5. ALL INTERIOR WALLS TO BE FRAMED TO UNDERSIDE OF TRUSS U.N.O. CONSTRUCTION SO THAT DETAILS MAY BE DEVELOPED FOR PERMIT AND CONTRACTOR USE. DRAWN CHECKED SEE SHEETS A2 (INTERIOR FINISHES). 3. ALL INTERIOR WOOD FRAMED WALLS SHALL CONTINUE TO THE BOTTOM OF THE 6. ALL INTERIOR WALLS THAT ARE NOT SHEAR WALLS TO BE ANCHORED W/ 5/8" DIA. EXPANSION FLOOR and BASE TILE: WOOD TRUSS. PROVIDE A CONT. 2X TOP PLATE SECURED TO EACH CROSSING ANCHORS AT Z-13" O.C, MAX AND WITHIN 6" EACH END, AND WITHIN 6" OF ALL SPLICING, SEE A. REFER TO SHEET A1.1 FOR FINISHES. GM HDH W-7 HOOD WALL: TRUSS WITH 2-16D GUN NAILS. WHERE WALL IS PERPENDICULAR TO TTRUSSES STRUCTURAL DRAWINGS FOR SHEAR WALL ANCHORS. B. TILE JOINTS (U.N.O.): 2x4 WOOD STUD AT 16" O.C. , SECURED TO SLAB RUN CROSS BRACES AT 24" O.C.. SECURE EACH END TO THE TRUSSES W/2-16D 1. QUARRY FLOOR TILE = 1/4" 1/2" CEMENT BOARD FULL HEIGHT BEHIND WALL TILE (BOTH SIDES) GUN NAILS AND 2-16D GUN NAILS TOP PLATE TO CROSS BRACES DOOR AND LANDING NOTES: 2, PORCELAIN FLOOR TILE = 3/16" SEE SHEETS A2 INTERIOR FINISHES 3A ALL Nil B STUD TO PLATE CONNECTIONS SHALL BE PER THE CDC B FASTENING 3. BASE, TRIM, AND ACCESSORIES = MATCH ADJOINING TILE UNITS ( ) CHART. C. TILE INSTALLATIONS REQUIRE MANUFACTURERS STANDARD MOLDED CORNERS SHEET N W-8 HOOD WALL: 4. AT METAL FRAMED WALLS PROVIDE 3-5/8"x2`x16GA TRACK TOP AND BOTTOM. 1, LANDINGS AT D@ORS SHALL HAVE A MAXIMUM ELEVATION DIFFERENCE OF 1/211, AND MAY SLOPE D. PREP CONCRETE SLAB and REPAIR ANY CRACKS 3-5/8" 16 GA. METAL STUDS AT 24" O.C., SECURED TO SLAB THE TRACKS SHALL BE SECURED TO THE SLAB WITH 0,625 DIA x3" EMBED AWAY FROM THE BUILDING AT THE EXTERIOR, AT A MAXIMUM SLOPE OF 1:48 PER FBC-B 1008.1.5. 1/2" DUROCK (BOTH SIDES) EXPANSION ANCHORS AT 2'-8" O.C. MAX. SECURE EACH STUD TO THE BOTTOM 2. DOORS SHALL HAVE LEVEL LANDINGS AT BOTH SIDES, EQUAL IN WIDTH TO THE DOOR OPENING, AT SEE SHEETS A2 (INTERIOR FINISHES). AND TOP TRACK WITH 1 #10-16SMS EACH FLANGE. SECURE TRACK TO BOTTOM MINIMUM, WITH A MINIMUM DEPTH IN THE DIRECTION OF TRAVEL OF 44" PER FBC-B 1008.1.6 OF TRUSSES WITH 2410-16 SMS EACH CROSSING 2 CO2 CHASE DETAIL Scale: 1-1/2"=V-0" QT1 T-1 O O O All( MEN STORAGE "I UTILITY LJ II IIL-C IUCAICINU BELOW FREEZER COOLER/FREEZER OFFICE BOX GC TO SEAL GAP FLOAT TILE FORA PREP AR� SMOOTH TRANSITION AT 111 U_ ENTRY DOOR THRESHOLD �titi U� FREEZER W/ FLOOR BY AND ADJACENT FLOOR KITCHEN EQUIPMENT TII E SUPPLIER 1 FLOOR FINISH PLAN Scale: 1 /4"=V-0" DIVISION 9- FINISHES SECTION 9B: TILE GENERAL PROVISIONS: 1. SCOPE: FURNISH AND INSTALL ALL TILE FLOORS AND WALLS. 2. QUALITY CONTROL: ALL TILE MATERIALS AND INSTALLATIONS SHALL CONFORM TO THE RECOMMENDED PRACTICES OF THE TILE COUNCIL OF AMERICA, INC. 3. A NATIONAL ACCOUNT PROGRAM REFER TO DIRECTORY MATERIALS: 1. CERAMIC AND QUARRY TILE AS SHOWN ON FINISH SCHEDULE. 2. GROUT: 2.1. JOINTS IN FLOOR AND BASE: EPDXY IS RECOMMENDED - HYDROMENT V-PDXY AARII OR ALTERNATE HYDROMENT SANDED JOINT FILLER AS MANUFACTURED BY THE UPCO COMPANY OR EQUAL CUSTOM BUILDING PRODUCTS. COLOR AS SHOWN ON FINISH SCHEDULE. 2.2. JOINTS IN WALL: HYDROMENT TILE -MATE UNSANDED JOINT FILLER, 719 DRY TILE GROUT AS MANUFACTURED BY THE I COMPANY OR EQUAL CUSTOM BUILDING PRODUCTS. COLOR AS SHOWN ON FINISH SCHEDULE. 3. CONCRETE TILE BACKER BOARD: 3.1. DUROCK NAILABLE CONCRETE BACKER BOARD BY USG INDUSTRIES, INC., 101 S DR. CHICAGO IL 60606 ATTN: DEPT. #TOS-585. TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PERFORMANCE: 1. INSTALLATION: 1.1. INTERIOR CERAMIC WALL TILE SHALL BE INSTALLED IN ACCORDANCE WITH TILE COUNCIL METHOD W 243 GYPSUM BOARD, LATEX PORTLAND CEMENT BOND COAT WITH HYDROMENT TILE -MATE 710 WITH FLEX-A-LASTIC ADDITIVE. 1.2. INTERIOR FLOOR TILE AND BASE SHALL BE INSTALLED IN ACCORDANCE WITH TILE COUNCIL THIN -SET METHOD F113 DRY SET MORTAR OR LATEX PORTLAND CEMENT MORTAR WITH HYDROMENT TILE -MATE 760 WITH FLEX-A-LASTIC ADDITIVE. IN ALL AREAS EXCEPT KITCHEN & RESTROOMS WHERE SLAB IS DEPRESSED 2" - USE THICK SET METHOD AS DESCRIBED BELOW IN ITEM #2. SLOPE FLOOR PER FOUNDATION PLAN. 1.3. JOINTS IN FLOOR AND BASE JOINTS IN FLOORS AND BASE IN FOOD PREP, SUPPLY, SALES, UTILITY WASH, AND TOILETS TO BE INSTALLED IN ACCORDANCE WITH THE TILE COUNCIL METHOD OF #115 DRY -SET MORTAR WITH EPDXY GROUT IN LIEU OF CEMENT BASE GROUT. GROUT SHALL BE HYDROMENT U-PDXY AARII ALTERNATE "HYDROMENT JOINT FILLER" BY THE UPCO CO., IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. JOINTS SHALL BE 1/4" WIDE AND COMPLETELY FILLED LEVEL WITH THE SHOULDER OF THE TILE AND THEN TOOLED TO A SMOOTH DENSE FINISH. 1.4. JOINTS IN WALL TILE SHALL BE GROUTED WITH HYDROMENT JOINT FILLER IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SHALL BE DAMP CURED. THE TILE SHALL BE CLEANED OF SURFACE GROUT AS WORK PROCEEDS USING DRY GROUT AND BURLAP CLOTH, NO ACID CLEANER SHALL BE USED. 1.5. CLEAR SILICONE SEALANT AROUND PERIMETER TILE EDGES WHEN ABUTTING TO OTHER MATERIALS. 2. THICK -SET FLOOR INSTALLATION METHOD: (OPTIONAL) 2.1. THICK -SET FLOOR INSTALLATION IN ACCORDANCE WITH TILE COUNCIL METHOD F112 CEMENT MORTAR MAY BE USED WITH 1/2" SETTING BED IN LIEU OF THIN -SET METHOD AT THE CONTRACTOR'S OPTION THROUGHOUT, PROVIDING FINISH FLOOR ELEVATIONS REMAIN AS SHOWN AND SLABS ARE DEPRESSED 2" TO COMPENSATE FOR 1-1/2" MIN. BED THICKNESS, FOR KITCHEN & RESTROOM AREAS ONLY (SEE ITEM 1.3 ABOVE) SEE SHEET STRUCTURAL FOR DEPRESSED SLAB LOCATIONS WHERE THIS METHOD IS REQUIRED. SECTION 9E: PAINTING GENERAL PROVISIONS: 1. SCOPE: SUPPLY ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE PROPER PAINTING AND FINISHING OF THE BUILDING MATERIALS: 1. PAINT BRANDS AND COLORS ARE GIVEN IN THE FINISH SCHEDULE TO SHOW EXACT COLOR REQUIRED. UNSPECIFIED BRANDS OF MATERIALS SUCH AS SHELLAC, TURPENTINE, THINNER, ETC., SHALL BE PURE AND OF THE BEST QUALITY OBTAINABLE. ALL MATERIALS SHALL BE USED WITHOUT ALTERATIONS AND ONLY AS SPECIFIED BY THE. PAINT MANUFACTURER. 2. PUTTY AND FILLERS SHALL BE AS RECOMMENDED BY THE PAINT MANUFACTURER. 3. CAULKING MATERIAL SHALL BE'MONO' ACRYLIC TERPOLYMER SE=ALANT, WHITE COLOR, BY TREMCO MANUFACTURING CO., CLEVELAND, OH, OR APPROVED EQUAL. QT1 1. WORKMANSHIP: ALL SURFACES TO BE PAINTED SHALL BE CLEAN AND FREE OF DIRT, DUST, OR GRIT BEFORE PAINTING IS STARTED. PAINTING SHALL NOT BE DONE WHEN THERE IS SWEEPING OR EXCESSIVE DUST IN THE AIR. ALL PITCH STREAKS, RESIN, SPOTS, ETC., SHALL BE CLEANED OF ALL RESIDUE AND TOUCHED UP WITH SHELLAC BEFORE PAINTING. PUTTY ALL NAIL HOLES, CRACKS, ETC., IN WOODWORK AFTER THE FIRST COAT IS APPLIED. WHERE THE WOOD DOES NOT DRY TO A UNIFORM SHEEN OVER THE ENTIRE SURFACE, SPOT PRIME THE AREAS THAT INDICATE SUCTION BEFORE APPLYING FINISH COATS. UNDERCOATS OF PAINT SHALL BE TINTED TO A COLOR APPROXIMATING THE FINISH COATS, WITH ENOUGH VARIATION IN COLOR TO PERMIT VISUAL INSPECTION OF MATERIALS DURING THIS WORK. ALL MATERIALS SHALL BE EVENLY SPREAD AND FLOWED ON WITHOUT RUNS, SAP, OR EXCESSIVE BRUSH MARKS 2. STEEL DOORS, FRAMES, GATES, PIPE GUARDS, LIGHT POLES, EXPOSED SIGN SUPPORTS, GAS PIPES, HANDRAILS, AND OTHER FREE-STANDING METAL ACCESSORIES: 2.1, PRE -PRIMED: TWO (2) ADDITIONAL COATS OF EXTERIOR ENAMEL BENJAMIN MOORE IRON CLAD #163 OVER FINELY -SANDED PRIMER. SEE FINISH SCHEDULE FOR COLOR 2.2. BARE METAL: TWO (2) COATS BENJAMIN MOORE IRON CLAD #163 OVER TWO (2) COATS FINELY -SANDED METAL PRIMER, SEE FINISH SCHEDULE FOR COLOR. NOTE: GAS PIPE SHALL BE PAINED ONLY AFTER PRESSURE TESTED. 3. LIGHT POLES AND SIGN POLES SHALL BE PRIMED AND PAINTED WITH TWO COATS. REFER TO FINISH SCHEDULE FOR FINISH. SECTION 9F: PREFINISHED PANELS GENERAL PROVISIONS: 1. SCOPE:'FURNISH AND INSTALL PANELS AND MATCHING TRIM, INTERIOR PREFINISHED PANELS, TRIM, CORNER GUARDS, AND ACCESSORIES. 2. NOTES: REFER TO NATIONAL ACCOUNT DIRECTORY. MATERIALS: 1. MARLITE PLANKS AND TRIM, 16" X 8'-1 X 1/4", COLOR AND TEXTURE AS SHOWN ON FINISH SCHEDULE. 1.1. ADHESIVE: MARLITE BRAND C-375 WATERPROOF ADHESIVE. 1.2. CAULKING: MARLITE BRAND CAULKING. 2. FIBERGLASS REINFORCED PANELS 2.1. MARLITE TYPE 1200 TOS FRP PANELS, 4' X 8' X 0.10". AMD MATCHING TRIM, CLASS C/111. (USE 10' LENGTHS FOR CEILINGS > I 2.1.1. COLOR: SEE FINISH SCHEDULE 2.1.2. ADHESIVE: MARLITE BRAND C-375 WATERPROOF SOLVENT -BASED ADHESIVE. 2.1.3. CAULKING: MARLITE SILICONE BRAND SEALANT. 2.2. WHERE REQUIRED BY CODE ONLY, FIRE -RATED FRP PANELS WITH CLASS A/1 ARE AVAILABLE FOR MARLITE. 2.3. EXTRA DUTY CORNER GUARDS AT OUTSIDE WALL CORNERS IN FOOD PREP, POT WASH, AND STORAGE AREAS AS SHOWN SHALL BE MARLITE CORNER GUARDS 2" X 2" #M960FP, 96" TO EXTEND FROM TOP OF TILE BASE TO CEILING, WITH CONCEALED FASTENERS, CAULK TO MATCH. 2.3.1. SUBSTITUTION: MARLITE STAINLESS STEEL CORNER GUARDS F-560 X 96" WITH CONCEALED FASTENERS. 48", 16 GAUGE, STAINLESS STEEL CORNER GUARDS WITH 1/8" RADIUS WITH CLEAR CAULK. 2.4. WOOD TRIM INSIDE/OUTSIDE IN DINING AREA SHALL BE 1-1/8" X 1-1/8" X TBD PINE INCLUDED IN THE SEATING PACKAGE AND SHALL BE PAINTED BY THE SEATING SUPPLIER AND INSTALLED BY THE G.C. PERFORMANCE: 1. INSTALL MARLITE FRP PANELS IN ACCORDANCE WITH MANUFACTUURER'S INSTRUCTIONS. APPLY MATCHING TRIM BEFORE INSTALLING PANELS. FLUE UP PANELS ON GYPSUM BOARD, SETTING ALL PANELS INTO TRIM IN A BED OF CLEAR CAULK. USE MARLITE SOLVENT -BASED ADHESIVE C-375 OR EQUAL APPROVED BY MANUFACTURER. DO NOT APPLY WHEN TEMPERATURE IS LESS THAN 40 DEGREES F. CAULK AROUND ALL JOINTS, TRIM, AND ABUTTING EDGES WITH CLEAR SILICONE. 2, INSTALL CORNER GUARDS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ENSURE ALL EDGES ARE DE -BURRED AND SMOOTH, CAULK WITH CLEAR CAULKING AROUND EDGES. TER T- !i .. 1.... _ c WOMEN • I N • • 51-911 51'-91I 3'-711 �..�d L \ 15' 04' OORDINATE CORE DRILL LOCATIONS WITH FINAL O L - - J MILLWORK LOCATION, TYi. q 1 CENTER POINT REFERENCE FOR FEATURE MILLWORK IN DINING ROOM I� I LO Ln 14 � II I � DINING / 1 co 3'-1011 II 31-21' 3'-0" CLEAR CLEAR CLEAR 2 21-10" 3'-0' 2'-O" 3'-111 G DENOTES CORE DRILL n I LOCATIONS. l FI 3 II O 1 SECTION 9G: LAMINATE WALLS 1. FURNISH AND INSTALL PANELS PER MANUFACTURERS INSTALLATION REQUIREMENTS, REFER TO FINISH SCHEDULE. 2. APPLY LAMINATE TO 1/2" PLYWOOD SUBSTRATE AND ADHERE PANELS WITH MANUFACTURER'S RECOMMENDED GLUE AND ANCHORS. 3. ALL JOINTS TO BE BUTTED TOGETHER. -IJ NOTE: QUARRY TILE BASE (INSIDE CORNER) NOT SHOWN 2" x 2" x 48" x 16 GA. S/S ANGLE SET IN MASTIC. FRP BOARD COUNTERSUNK HEAD S/S SCREWS @ 16" O.C.(TYP) 1/2" CONCRETE BD, TO 18" ABOVE FLOOR THEN 1/211 M.R. MOISTURE RESISTANT GYP. BD, OUTSIDE CORNER QUARRY TILE COVE BASE. PROVIDE MILDEW RESISTANT SILICONE SEALANT ALONG BASE OF CORNER GUARD 3 KITCHEN CORNER GUARD ELEVATION DETAIL 3" = 11-0„ COUNTERSUNK HEAD S/S SCREWS @ 16" O.C. (TYP) 211 x 2" x 48" x 16 GA. S/S ANGLE SET IN MASTIC. QUARRY TILE COVE BASE, OUTSIDE CORNER. QUARRY TILE FLOOR TARRY TILE FLOOR PROVIDE MI SILICONE BASE OF CORNER GUARD POPET19 L8unIIANA WITNIEN PLK 18 SERIES INTERIOR FINISH SCHEDULE COMPLETE WORKING LIST UPDATE' 107S/2018 Mark LoceUon Suppliar/ anal Material S ci8cation fola Flnish T-1 FIELD DINING & RESTROOMS PORCELAIN TILE CUSTOM FRENCH BROWN 13'x2"FLOORTILE CB-1 DINING AREA BASE TILE 6"X13"BAD E Gt DININGAREAGROUT GROUT POLYBLEND #145 LIGHT SMOKE SANDED OR EPDXY BLEND OT-I KITCHEN AREAFLOOR :C& OUARRV TILE QUARRYBASICS MAYFLOWER RE031A ABRASIVE 6"x6" QUARRY OT-2 KITCHEN AREA BASE G-2 KITCHEN AREA GROUT GROUT POLYBLEND #80 CHARCOAL R6"COVELEN BANDED OR EPDXY BLEND Inrnl I e anln nnnoe Mark Location Supplier l Manuf. Materiel SpeoiBcatbri Color MI 1 COAT 0372, PRIMER 2 P-1 BENJAMIN MOORE ACRYLIC LATEX PRIME (PAINT 2159-30"APPLE CRISP" COATS, ULTRASPEC 500 EGGSHELL i COAT#372 PRIMER P-2 DINING AREAWALLS BENJAMIN MOORE ACRYLIC LATEX PRIME (PAINT 2116-10'DARK CELERY" COATS ULTRASPEC MO EGGSHELL i COAT#372 PRIMER P-3 BENJAMIN MORE ACRYLIC LATEX PRIME IPAINT 2004-10'DEEP ROSE" COATS ULTRASPEC MO EGGSHELL P-7 DOORFRAMES BENJAMIN MOORE ACRYI.D LATEX PRIME IPAINT MOSUMMER NIGHT 2134.20 1 COAT PRIMER 2 COATS #376 SEM GLOSS PP4 WALL GRAPHIC 38"x48' GRAPHICS VENDOR CANVAS DIGITALLY AP4"12 HOURS" FRAME PRINTED AP-2 WALL GRAPHIC 36"x 46" GRAPHICS VENDOR CANVAS DIGITALLY AP-2'TRININ' FRAME PRINTED PP-3 WALL GRAPHIC, 38'x48' GRAPHICSVENDOR CANVAS DIGITALLY PP•3 "CAIUN GRAVED FRAME PRINTED AP-4 WALL GRAPHIC, 36"x48' GRAPHICS VENDOR CANVAS DIGITALLY AP-4 "FRIED CHICKEN" FRAME PRINTED PP-5 WALL GRAPHIC 36'x48' GRAPHICS VENDOR CANVAS DIGITALLY AP-5 "BUTTERMILK BISCUITS" FRAME PRINTED PP-6 WALL GRAPHIC 38"x48' GRAPHICS VE CANVAS DIGITALLYNDOR APS "PURE CANE" FRAME PRINTED AP-7 WALL GRAPHIC, 38'x48' GRAPHICSVENDOR CANVAS DIGITALLY AP-7 "RED BEANS 8 RICE" FRAME PRINTED PP-8 WALL GRAPHIC, 38"k 48' GRAPHICSVENDOR CANVAS DIGITALLY AP-69 NATIONS FRAME PRINTED PP-9 WALL GRAPHIC 38"x48 GRAPHICS VENDOR CPNVAS DIGITALLY' AP5 SHRIMP' PRI ME PRINTED PP-00 WALL GRAPHIC GRAPHICS NDOR WOOD PLANK STORYGRAPHIC AP-10'LOUISIMIA KITCHEN AP-11 WAU.GRAPHICU"DIAMETER GRAPHICSVENDOR PANTED "P'LK LOGO AP-1 I "PAINTED POPEYES CLEAR STAIN TONGUE AND SEAL" GROOVE PLANK PP-02 WALL GRAPHIC, 30"DIA., 1.5"p GRAPHICSVENDOR PLYWOOD 2LgYER. STAINED PP-12 DIMENSIONAL POPEYEBBE&" ROUGH M2 INTERCERAMC iki-MIOSACTLEON Series DBPATTRNI MARDI GRAS CARNIVAL 6'STRIP RESTROOMWALL 12k12'MESH SHEETS BOROR IMIRL T-3 PORCELANTLE PINOT GOLD MEUNIER 131,X 13" T-4 INTERCERAMIC BULLNOSE TILE PINOT GOLD MEUNIER 212"XW P-6 BENJAMIN MORE ACRYLIC LATEX PRIME I PANT 2159-30'APPLE CRISP" 1 COAT#3R, PRIMER2 COATS #376 SIGLOSS G-1 RESTROOMWALLGROUT OUSTOMBLDGPROD GROUT POLYBLEND #145 LIGHTSMOKE SANDED OR EPDXYBLEND V4"xi6'X8' WS4 DINING ROOMWANSCOT MARLITE FAUXWOODGRAIN TONNGE AND 148 M10NTICELO ANIGRE GROOVE PLANK CRA CHAR RAIL SEATING VENDOR 4"Xi"SOLID MAPLE STAIN 5050 BLEND OF MOHAWK DARK FRUITNOOD STAN #M1545-D4047&MOHAWK WRING WOOD STAN NATURAL N5454026 i COATVARATHANE WATER BASED POLYURETHANE SEMI -GLOSS TRA TRIM VX1"x 114"MAPLE CG-1 CORNER GAURDS 11.X 114'MMPLE 1 X 8 PINE TONGUE 8 2 COATS VARATiANE WC-1 WALLCOVERING GRAPHICSVENDOR GROOWNATURAL STAIN, CLEAR POPEYES BE& AND NATURAL WATER BASED PINE PLANKS WOOD POLYURETHANESEMI- GLOSS LP-83 CIRCULAR SUSPENDED GRAPHICS VENDOR METAL KITCHEN qE-i "LOUISINW SOFFIT RING" W-1 KITCHENWALLS MARLITE FRPSHEET FRP P100-WHITE PEBBLE FINISH 50M B_B430F MCHAWK DARK 1 COAT VARATHANE WATER SW-1 WINDOWSILLS SEATING VENDOR SOLID MAPLE WOOD STAIN FRUIMlYA STANNI 5 NN7&MX4AWKWPANGWODDSTAW BASED FOLYURETigNE NATURAL N545S026 SEMI -GLOSS 50M SU� CT MAVAM DARK FRUTWOODSTAINW545 D1047 &C. 1 COATVARATHANE WATER ST-0 RESTROOM/KITCHEN DOORS G BIRCH WOOD STAIN 'AIN BASED POLYURETHANE WFPG45-MM NATURAL nwnTIN SEM14LOSS HW7 ODOR HARDWARE G.C. HARDWARE ALL 1CKff_ SATIN NICKEL SATIN n Fll min¢ Mark Location SUPPlierl Manuf. Material 6pedficatron Color Finiah P-8 MENUBOMD BULKHEAD BENJAMIN MORE ACRYLIC LATEX PRIME IPAINT 2169-10 RACING ORANGE 1COAT#372, PRIMER2 COATS11376SIGLOSS P-9 RESTROOMS CEILINGS BENJAMIN MORE ACRYLIC LATEX PRIME/PANT 1067 BLOND WOOD ICOAT#372, PRIMER COATS #376 SIGLOSS ACOU-1 DINING ROOM CEILING ACOUSTICALTILE USG Radar 2220-WHITE SMOOTHG.C. I USG INTERIORS 24X24 %SIB aPlua CIIm GRID-1 DINING GRID 15116-EXPOSED GRID DONN OXL WHITE FLAT SHEETROCK ACOU-2 KITCHEN CEILING GYPSUMLAY-IN BRANDCIimaPlus 3270-WHITE SMOOTH G C.IUSG INTERIORS 24 X46'X12'PANEL VYNIL GRID-2 KITCHEN GRID 75176"DBL-'NEI HOT DONN ZXLA WHITE FLAT DIPPED GALV. STEEL (ENVIRONMENTAL) RPPMr'F Rrl11AITFQR Mark Location Supplier/Menu(. Material Specification Color Flnish BSA SERVICE COUNTERTOPS LG HAUSYS AMERICA HI-MWC CAYENNE GT 927 SMOOTH PL-2 CABINETRY( DOORS FORMICA LAMINATE 6206-43 PLANKED DELUXE PEAR MATTE Mt FRONT COUNTER SURFACE INTERCERAMC 1'"' MOSAIC TILE ON Series IDS PATTRN I MA2DI GRAS CARNIVAL ' 12"xi2'WSHSHEETS SORORIMJRL G-1 ACCENTTILEGROUT CUSTOMBLOOPROD GROUT POLYBLEND #145LIGHTSWKE NON -SANDED OR EPDXY BLEND 5059 BLEND OF MOHAWK DARK 1 COATVARATHANE WATER ST-1 FRONT COUNTER TRIM G.C. MAPLE STAIN FRURM9DDSTAN#A5a5-D9097& BASED POLYURETHANE M.XWWK WIRNG W(]ODSTAN NATURAL MB469p2B SEM-GLOSB RF&TIKIn IT&RI FRR n4rnm Mark Locatl0n Supplier/ManuL I Materiel Specification Cola Are LP30& TABLETOPS A -LIGH FORMICA LAMINATE 6206.43 PLANKED DELUXE PEAR MATTE LP32 TABLE BASE SEATING VENDOR STEEL POWDER COATED TCI-Chrome llPowder 9911- 01007 mi T-MOULDING CHARTER INDUSTRIES VINri T-Moltl4245 HW BEIGE MATTE SS-2 P COUNTER TOP LG HAUSYS AMERICA HI -MAC ORANGE 627 SMOOTH SS-3PCOUNTERTOP LGHAUSUSAMERICA HI -MAC FIERVRED 825 SMOOTH LP38 MI FORCA LAMI NATE DARK CHOCOLATE 2200 MATTE P COUNTER BASE JOHNSONITE COVE BASE (FACTORY TOELESS#CBT-40 BROWN APPLIED) .08' INTERCERAMC Ml-MOSACTILEON Series OBPATTRN/ MWROIGRPS CARNIVAL 8"STRIP 12N 12-MESH SHEETS BOfRDR IMURL CUSTOMBLDGPROD GROUT POLYBLEND #145 LIGHT SMOKE NON -SANDED OR EPDXY BLEND STEEL METAL POWDER COATED TCI- BLACK MINI TEX POWDER LP37-1 WALL PARTITION WITH SPICE 9012-8000 S0I50 BLEND OF MOHAWK &LP38 RACK&WALLPARTTON DARK FRUITWOOD STAIN 1 COAT VARATIANE WATER SEATNGWNDOR WOOD MAPLE #M1545-D4047&MOHAWK BASED POLYURETHANE WIPING WOOD STAN NATURAL SEWOLOSS N545-0026 JOHNSONITE08"BROWN FORMICA 82W43 PLANKED DELUXE PEAR MATTE METAL LEGS RAIL 3004 PURPLE RED LP10 CHAIR -RED WIWOOD SEAT T00*840-30195RSHERWIN WILLIAMS JB�ECFACTORYTOELESS#CBT.40 SEATINGVENDOR MOULDED RUDUCIBLEW ING STAN 1 COAT VARATIANE WATER WOODEN SEAT BROWN, S64WXN28594-4358 BASED POLYURETHANE MIXED tMTWATER AT 3:1 SEMI -GLOSS LP11 COUNTER STOOL R RATIO METAL LEGS TCI- Chrome ll Powder9911. 01007 PMYSTONE FIBERGLASS SEAT ROCK ISLAND POLYSTONE- PSLCSW FIBERGLASS SEAT& RPM6ES UPHOLTEREDBACKPAD ARC COM UPHOLSTERED BACK WOVEN CONNECTONS- PAPRIKA#10 NANOkx STAIN RESISTAN ex STAN RESISTING PAfl URBAN FINISH LP23, & MOTH 50M BLEND OF MOHAWK LP25 DARK FRUITWOOD STAN 1 COATVARATHANE WATER SEATING VENDOR WOOD MAPLE #ME45-04047&WHAWK BASED POLYURETHANE WPING WOOD STAN NATURAL SEMI-GLQSS N545-0026 JOHNSONITE COVE BASE (FACTORY TOELESS kCBTLM BROWN APPLIED) .08" LL-1 PENDANTLIGHTS GLASS PENDANT RED GLASS POLISH HERMITAGE UQHTNG CYLINDRICAL SEE FIXTURE SCHEDULE LL-2 PENDANTLIGHTS PENDANT BLACK LOBSTER LARGE CAGE SEE FIXTURE SCHEDULE LP41& TRASH RECEPTCLES FORMICA LAMINATE 6206-43 PLANKED DELUXE PEPR MATTE I P43 LG HAUSVbPMERICq HI -MAC ORANGE S27 SMWTi >R4 m 03 N a M T (P N J m U l W D D t0 m P E > M Z E LL F- W 2 Z Q W J n � J m J KULI LU > W CO W W V M G W ~ Z U LL d LU 0 > N Q W LU Z O No N M o E Q Z !( Q Q N J L I NtZ)OIL C) W U 0 0 a W W m 0 0 Z LU Q W 2 H Li U Z W z I S2 W W I 0 I W+ Z Q Z W U O 0 W W _ H 0 I- W F- _ LU W d 0 LU W _ H O L J< J a F Z Q < S T Z W o J Q m !A�LU �#-� VJ d LU a = N 6J QU W W Q0 9 i Q " � 0 N W J = H J W D > 0 0 (n popeYes Z W Of J_ W ` -1 Q V M I /�y - 1 1 1 LLJ I (_O F- U) IJi LLj U a_ N � W � O Y J SEAL O U 1 W .1z e W j LU W � U J U) LU W HAROLD DANIEL HUTTER III a FL.REG. 98913 LU RELEASE DATE• COMMENT RESPONSE 03/28/19 2 KITCHEN REVISION 06/26/19 3 OWNER REVISION 01102/20 4 5 6 PROJECT NO. 2018-002 ISSUE DATE 12/21/18 DRAWN CHECKED' GM HDH r SHEET NO. SPECIFICATIONS 4 KITCHEN CORNER GUARD ISOMETRIC DETAIL Y = 1'-01, 5 FINISH SCHEDULE 13-0' 13'-0" _I� c P 1 aAl zj ® FID1 J I�1 S/S S/s S/S S/S S/S S/S S/S ......_. S/S S/S 0 1 REFLECTED CEILING PLAN Scale: 1/4"=V-0" CEILING HT. AT B.O.H 9'-4" A.F.F. 19149 01LB BULKHEAD 7'-O" A.F.F. STAINLESS STEEL-� TRIM CAP BY G.C. 11" CROSS BRACING @ 24" o.c. ROOF TRUSS- SEE STRUCTURAL DWGS. CLG HT AT FRT COUNTER 9'-6" A.F.F. LAY -IN CEILING AS SCHED —MENU BOARD FOR MOUNTING REFER TO SHEET Al2a —FACE OF BULKHEAD TO BE PAINTED RACING ORANGE P-8 2 MENU BOARD AND SERVICE COUNTER LIGHTING SECTION DETAIL Scale: 3/4"=1'-0" 12'-1" LA 2-16d AT EACH CONNECTION (TYP.) HT. AT DINING ,.F.F. `}K LKHEAD F.F. OF BULKHEAD MINTED RACING P-8 m 7 -0' AWNING LENGTH, V.I.F FIXTURES SHOWN OFFSET 12'-0" 3'-6" MLIGHTING FROM CENTERLINE AWNING LENGTH, V.I.F n FOR CLARITY, TYR -2" 1. 2-10" 2-10" O O LLt' ,,LL1 LL1 I1` , 0 From I, 1 0 0 GRIDI LL1 O O O ACOU1 -® rb� T 0 LL3 (3) _ (4) I I--1I r, � LL2 DW2 LL2 L®L1 \ I LL1 LL2 LL2 J i LL2 • O 4O Qs O LL1 LL1 i LL1 � g 4„ �I Ipl 4e 0 7'-0" AWNING LENGTH, V.I.F 2-10" Y 2-10" SPECIFICATIONS: O rJ 1, DIVISION 9: FINISHES SECTION 9C: SUSPENDED CEILING 1. SCOPE: FURNISH AND INSTALL ACOUSTICAL TILE PANELS WITH SUSPENSION SYSTEM, 2. PERFORMANCE: GRID SHALL BE INSTALLED AS SHOWN AND IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, LEVEL ACCURATELY AND HANG FROM #9 GAGE ANNEALED WIRE NOT OVER 4' ON CENTERS. PROVIDE HOLD-DOWN CLIPS. COOPERATE IN FITTING AROUND AIR CONDITIONING AND VENTILATION OUTLETS. REFLECTED CEILING PLAN NOTES: DIMENSIONS A. ALL DIMENSIONS ARE TO FINISH FACE U.N.O. CEILING FINISHES A. REFER TO FINISH SCHEDULE SUSPENDED CEILING A. ACOUSTICAL PANEL INSTALLATION: INSTALL ACOUSTICAL PANELS WITH EDGES IN CLOSE CONTACT WITH METAL SUPPORTS AND IN TRUE ALIGNMENT, B. ALLOWABLE VARIATIONS FROM FLAT AND LEVEL SURFACE: 1/8" IN 10'-0" MAX. C. ALLOWABLE VARIATIONS FROM PLUMB OF GRID MEMBERS: AS CAUSED BY ECCENTRIC LOADS, 20 MAX D. INSTALL SYSTEM AFTER MAJOR CEILING WORK IS COMPLETE. COORDINATE LOCATIONS OF HANGERS WITH RELATED WORK LIGHTING A. CONFIRM LIGHTING FIXTURE QUANTITIES WITH SUPPLIER B. EMERGENCY AND NORMAL LIGHTING MARKED WITH'NL' SUBSCRIPT SHALL OPERATE CONTINUOUSLY. PROVIDE UNSWITCHED HOT TO NORMAL AND EMERGENCY BALLAST C. CONTRACTOR SHALL FIELD VERIFY CEILING TYPE AND PROVIDE PROPER MOUNTING HARDWARE D. ALL LIGHT FIXTURES SHALL BE SUPPLIED WITH LAMPS E. ELECTRICAL CONTRACTOR SHALL VERIFY AVAILABLE CIRCUITS IN ELECTRICAL PANELS and REUSE EXISTING CIRCUITS AS AVAILABLE COORDINATE CIRCUITING WITH SITE -ADAPT ENGINEER AFTER FIELD VERIFICATION OF PANEL LOADS GENERAL NOTES: 1.) CEILING GRID SHALL BE SUPPORTED FROM STRUCTURAL MEMBERS ONLY. GRID SHALL NOT BE SUPPORTED FROM OTHER TRADES WORK. 2.) COORDINATE GRID INSTALLATION WITH LOCATION OF MECHANICAL EQUIPMENT AS INDICATED ON SHEET M-1 AND E-1 3.) HANGER WIRES FOR GRID SHALL BE INSTALLED AT NOT MORE THAN 48" O.C. AND AT EACH CORNER OF LAY -IN LIGHT FIXTURES. SEE ELECTRICAL PLANS FOR FIXTURE LOCATIONS. 4.) CEILING GRID SHOULD BE CENTERED AT DINING ROOM. LL *OFCI = OWNER FURNISHED CONTRACTOR INSTALLED GRIDI GRID SPECIFICATION ACOui TILE SPECIFICATION 9'-d' CEILING HEIGHT AFF >0 BALCONY LIGHTING EXTERIOR LIGHTING Q (GOOSENECK) OFCI, COORDINATE FINAL LOCATION WITH BUILDING ELEVATIONS 0 SOFFIT RECESSED BALCONY DOWNLIGHT SUPPLIED BY SIGN CONSULTANT ® WALL PAK VEXIT SIGN / LIGHT COMBO ® EXIT SIGN !J EXTERIOR EMERGENCY LIGHTING O JUNCTION BOX CYLINDRICAL PENDANT LIGHT Lu © LL1 COORDINATE FINISH LOCATION O xp WITH SEATING PLAN, U.N.O. O O x CRABPOT PENDANT LIGHT COORDINATE FINISH LOCATION Wx LL2 WITH SEATING PLAN, U.N.O. W m O 41, MULTI -COLOR PENDANT LIGHT F- LL3 Z W O RECESSED DOWNLIGHT —LIGHTING FIXTURES SHOWN W OFFSET FROM CENTERLINE FOR RECESSED SPOTLIGHT H CLARITY. WALL SCONCE TO BE o COORDINATE FINISH LOCATION LLi LOCATED 1-0' ABOVE GLAZING, WITH GRAPHIC Z TYP. SPEAKER x Z 2x4 LED FIXTURE WITH STAINLESS W STEEL TROFFER 0 MOUNT NO LOWER THAN 8' HATCHING INDICATES EMERGENCY LIGHT FIXTURE 2 (COORD. W/ ELECTRICAL) LED FIXTURE Z LIGHTING BY W.I.B. MANUFACTURER. ELECTRICAL U) INSTALLATION BY G.C., BULBS BY Z G.C. g_ MECHANICAL- RETURN AIR U O 0 W Lu Lu z MECHANICAL SUPPLY 0 O F- x MECHANICAL - REGISTER Lu W SECURITY LIGHTING CONTACT INFORMATION: 0- WHITNEY ILG, NATIONAL SALES 0 800-544-4848 a WILG@SECURITYLIGHTING.COM x Lu x O J J Q Z F- x C7 MATERIALS: GRIDI 15/16" DBL, WEBB HOT DIPPED GALV. STEEL TEE, ALUMINUM CAP #ZXA BY 0 U.S.G.-COLOR: WHITE N ACOU1 U.S.G, SHEETROCK BRAND LAY -IN CEILING TILE - "CLIMAPLUS" #3270, F_ WHITE VINYL 24"x48"x 1/2" U) GRID2 DX2615/16" EXPOSED GRID SYSTEM, ALUMINUM CAP #ZXA BY U.S.G. K -COLOR: WHITE ACOU2 U.S.G. "RADAR CLIMAPLUS" #2220, STL EDGES, 24"x24"x 5/8", WHITE w Optional 0� ACOU2 U.S.G. "RADAR CLIMAPLUS" #2420, STL EDGES, 24"x24"x 5/8", WHITE GPBD1 1/2" WMR GYPSUM BOARD SURFACE, WHITE: JOINTS FILLED AND w SMOOTHED, PRIMED BEFORE PAINTING, NO TEXTURING a x MANUFACTURERS AND COLORS SHALL BE AS SPECIFIED. SUBSTITUTIONS WILL NOT BE W ACCEPTED, PAINT TO BE APPLIED IN ACCORDANCE WITH MANUFACTURERS U) TECHNICAL DATA SHEETS -' NOTE: REFER TO FINISH SCHEDULE FOR OPTIONAL DINING AREA CEILING TILE AND GRID KEY NOTES: O 2x2 CEILING TILES AND GRID 2x4 FOOD GRADE WASHABLE CEILING TILES AND GRID. 'Fa AN 00mrnrn w y LL tD c0 m Of/D : o m^ E � NN z LL u a m o E N W W H- ui z U 0 rK Z Q Lu J r O J �] N J U "m L d' Z n N LLO O o Z z¢ LU o c m L W ^J o N N Z E i a N as N d C �A N (n LL LL z W o Q m (n W w —1 Q x U N m Lu R= �Q z Q r ry W LLI J \ U / x �:!S O U) r N W = F O Vi P001YeE Z W 0 _J Q Lu J rn i UJ N W N L n N W a O If J v w o t� :Q 98913 QED •ARG` . ER III FL. REG. 98913 KtLtHJt uli I t COMMENT RESPONSE 1 03/28/19 2 KITCHEN REVISION 06/26/19 3 OWNER REVISION 01/02/20 4 5 6 ' O CONNECT MENU BOARD. CORD. W/OWNER EMERGENCY LIGHT FIXTURE. 0 GYP BOARD CEILING CA PROJECT NO. 2018-002 ISSUE DATE © NEW AWNING BY SIGN VENDOR 12/21/18 O7 NEW EXTERIOR WALL MOUNTED GOOSENECK LIGHT FIXTURE, COORDINATE WITH BUILDING ELEVATIONS FOR LOCATION ® NEW WALL MOUNTED EXTERIOR SIGNAGE PROVIDED BY SIGN DRAWN CHECKED VENDOR GM HDH Og NEW PENDANT LIGHT FIXTURE. COORDINATE FIXTURE TO CENTER OVER TABLES BELOW, NEW DRIVE THRU NOPY AND RAILING SYSTEM BY VENDOR --- 10 = 11 STAINLESS STEEL CEILING PANELS (20 GAGE) AT HOOD AREA 12 KITCHEN HOOD OPENING (COORDINATE WITH MECHANICAL DRAWINGS) ROOF PLAN NOTES: WATERPROOFING; A. PAINT UNDERSIDE OF PARAPET CAP FLASHING WITH FACTORY BONDED 2 4 1 PAINT GRIP OR PRIMER B. TOP NAILING AT PARAPET CAP FLASHING WILL NOT BE ACCEPTED 1 �' �" MIN. A8 A9 A8 A9 C. PENETRATIONS IN ROOFING MEMBRANE AND FLASHING SHALL ONLY BE MADE AS INDICATED ON THE DRAWINGS OR SPECS T.O. PARAPET D. ALL SHEET MTL FLASHING SHALL BE 22GA MIN, 16-8" A.F.F. 5 7 1 3 1 1 MISCELLANEOUS: SIM A. ROOF PENETRATIONS CLOSER THAN 12" FROM ANOTHER PENETRATION A4 SHALL NOT BE ALLOWED ----- —- — — — _—_ ---------------- II B. SEE DETAIL I,2/A10FOR PARAPET COPING DETAIL Z iI ---------- ----I T.O, V °3VTR AR F.F.ET ROOF CALCULATIONS AND KEY PLAN Eli j o3" VTR — — — — — — — — — — — — — — — — — STORM DRAINAGE DESIGNED IN ACCORDANCE WITH 2O17 FPC, 1106.2; fEXHAUSTFAN (SEE MECHANICAL DRAWINGS) 2017 FBC 1503 (2i �3"VTR I L---� A SLOPE: 1/4" c I B 1n��wvl �l EXHAUST FAN 3 ROOF AREA A t (SEE MECHANICAL DRAWINGS) A9 HORIZONTAL SURFACE: 1083 SF VERTICAL SURFACE/2: 106 SF SLOPE: 1/4" i TOTAL: 1189 SF SLOPE:1/4" O 10" VERTICAL ROOF LEADER REQUIRED t i $ 1 TYP 5 RTu_3 / � ROOF AREA HORIZONTALL BSURFACE: 1142 SF 6 ! A4 c j / VERTICAL SURFACE/2: 117 SF TOTAL: 4 1259 SF t TYP o \\-3" F 10" VERTICAL ROOF LEADER REQUIRED S VTR 10 ' 7 5 KEY NOTES: [ RTU_2 2 1❑ COOLER/FREEZER CONDENSING UNITS (SEE MECHANICAL). SLOPE: 1/4" / L INSTALLATION TO BE PROVIDED BY G.C. L �2 ICE MACHINE CONDENSING UNIT ON STAND, UNIT SUPPLIED BY MFR. 3 INSTALLATION TO BE PROVIDED BY G.C. `' 1 ❑3 PRE -FINISHED METAL PARAPET CAP T.O. PARAPET X5 DOWNSPOUT. RUN c 2 1 — — — — — — — — — — — J 19'-4" A.F.F. DOWNISPOUT BELOW GRADE THEN OUT THRU FACE OF CURB AS Q T.O. PARAPET 16'-8" A.F.F. ❑5 NEW AWNING BY SIGN VENDOR L — — 3" VTR 1 SIGN VENDOR PROVIDE NEW WALL MOUNTED SIGN (COORDINATE F ELECTRICAL WITH VENDOR) c 4 ( I �7 NEW DRIVE THRU PRE-FAB CANOPY AND RAILING T.O. PARAPET 3 0�0� 3 �8 NEW FIXED ACCESS LADDER F 16-8"A.F.F. L------- --------� i ❑9 ROOF WALKPAD 3 ----------- 5 10 ROOFTOP MECHANICAL EQUIPMENT RACK PROVIDED AND INSTALLED [ T.O. PARAPET BY G.C. (SEE DETAILS 8/A4, 9/A4) A8 18'-0" A.F.F. L c L 7 F F F F F 1 ROOF PLAN Scale: 1/4"=V-0" F A . UNIT MAY VARY) (SHAPE C INSULATED STACK SEALANT 14 GA. METAL SLEEVE FASTENED WATER CUT OFF MASTIC %z' TO 6fz' DIA. PIPE SIZE PENETRATION AS REQ'D POURABLE::��l TOP OF CURB TO BE LEVEL CURB MUST BE TAPERED TO MATCH SLOPE OF ROOF ROOFTOP UNIT ATTACHED TO CURB PER MFG'S. INSTRUCTIONS 3° PVC ELBO REFRIGERANT C L L F METAL HOOD STAINLESS STEEL 1 MIN. TO DECK CLAMP RING SEALANT SUCTION AND _ LAPSEALANT PIPE PIPE BOOT 6" MIN, G.I. COUNTER FLASHING -PAINTED CONTINUOUS PIPE LIQUID LINES e 2-PIECE BASE LAP SEALANT LAP SEALANT AN W WOOD BLOCKING OR CONDUIT EXPANDED C 3" LAP OF UNCURED MECH. MEMBRANE FLASHING—� FURNISHED W/ CURB POLYURETHANE FORM FLASH MECH. FASTENED FASTENED CONTINUOUS FLASHING RIGID INSULATION STAINLESS STEEL FOAM AT END �j LAP SEALANT MEMBRANE ROOF MEMBRANE Z — SPLICING CEMENT CLAMPS POLYVINYL N C ROOF LAPSEALANT STEEL CURB gPl„IN ALUMINU CHLORIDE STEPPED o � PLATE "PPS PIPE BOOT FURNISHED C ATTACHED MEMBRANE ROOF CONT. 2xb P.T. WOOD &SHIM. SEAL C _ (CRICKET HIGH SIDE OF OPG.J ATTACH TO DECK WITH POORNGCONTRACTOR _ SCREWS @ 12" O.C. RIGID INSULATIOK I ROOFING F MEMBRANE u JOIST RIGID INSULATION STRUCTURAL DECKING JOIST TEK, SELF DRILLING & TAPPING SCREW (OR EQUAL) ---- — ------ILi I 0 DECKING DECKING MEMBER VOID CLOSURE DECK SCREW @ 12" O.C. FULL PERIMETER -- _._._.__ ___"_ - -.-.__ U ANGLE FRAME CURB SUPPORT NOTE: U n 6 JOIST (OR EQUAL) 12 1. BOND BASE TO ROOF AND ROOF DECK NIIN. MEMBRANE TO BASE WITH MASTIC PIPE 2. ONE (1) FOR EACH UNIT u 0 2 PIPING OR VENT FLASHING 3 HOT GAS VENT PIPE DETAIL Cale: POCKET DETAIL MECHANICAL CURB DETAIL VENT/SWEEP ROOF PENETRATION DTL. Scale: 1-1/2"=1'-0" Scale: 1-112"=1'-0" Scale: 1-1/2"=V-0" Scale: 1-1/2"=V-0" Scale: 3"44' u (Typ.) CONDENSING ROUND TUBING - SEE R?,Unit STAND DETAIL Provide 4-22 ga.- 1 1/8" wide hurricane straps per R011 SectionEQUIPMENT 117 A/C unit. (Typ.) 4 - 1/2"0 SS THREADED ROD i j A.) 2-3/8" x 3/4" long A307 steel galv, bolts and _) " W/ GALV DOUBLE NUTS AND 1" (TYP) I I i FILLET WELD FULL POST 1 nuts fastened to web of Aluminum Stand Rall, WASHERS SNUG TIED I I CIRCUMFERENCE TO BASE / B.) 3-10-16 x 3/4" HWH #3 self drilling Hilti O N 16 1 8• d BASE PLATE I I i 318" PLATE Kwik-Flex screws to web of Aluminum Stand Rail. , I j d ° -3 8" PLATES SHALL SANDWICH ROOF I Pad (Typ.) By A/C Contractor Examples: Typ. Fillet JOIST MEMBER W/ (4) Rubber Vibration Pad Weld 1/2" THREADED RODS (RP. 3/4" - 2"x2") 3/16" PER PLATE W/ NUTS & ROOF RAFTERS (RP. 3/$" - 2"x2") WASHERS MEMEBER 1/4" x 3/4" Galvanized Steel Thumbscrew ° tighten with Torque Wrench to refusal. 1-1/2" Sch 40 Wall 1-3/4" x 1-3/4" x 3/32" `" 1-5/16" Galvanized Steel Bolt & Nut. PROVIDE 2x6 MIN WOOD BLOCKING PLACE A MIN OF 1x4 WOOD SHIM 1 1/2" x 1 112" x 1/8" @ EA SIDE OF PLATE CONNECTION BETWEEN ANCHOR ROD & WOOD & ATTACH TO THE RAFTERS W/ RAFTER IN ORDER TO PROVIDE A Notes: Meets South Florida building Code 4-16d TOE NAILS EA END TIGHT -FIT BEARING 1.) All Construction to meet Aluminum Assoulation Specs. 5"x5"x1/2" STEEL PLATE BELOW — CONNECTION. ATTACH SHIM TO 2.) Vibration insulator pads shall be provided by the A/C Contractor so as not to cause vibration to existing sub - structure. ROOF JOIST (TO MATCH DIM OF RAFTER USING 3-16d NAILS 3.) G.C. to select manufacturer certified to ryloet local wind loads. BASE PL ABOVE) NOTE: PROVIDE VERTICAL 2X6 TRUSS 4.) Strap down units with 22 gauge straps at 4 corners with tech screws. REINFORCEMENT AT EACH LEG Q EQUIPMENT STAND MOUNTING Lj&v DETAIL A BASE PLATE CONNECTION DETAIL 7 NOT USED �. 7 M � T �� W m N (D > M M z o = v c E U0 N LL N n. W W W = Z � z Q W J � J m N J U Z n Z y J N V H w Z U m u--rn of 9CN y� �� w a Z .^0 O U J Q N In d 11 z W o J m W a- W J Q W U W � m r H Q E � 2 = O U) w g x H W C'4 O U) popeves w 0 LLU J Q m M U 3 u CV w a O 0— I Y J o SEAL F F-�o EL 17& 9ly'020' U sA�...... ,, �eD'A�(,`r HA TTER III RE.REG. 98913 --------------- MrLCAJC UAIt COMMENT RESPONSE 03/28/19 2 KITCHEN REVISION 06/26/19 3 OWNER REVISION 01/02/20 a s 6 PROJECT NO, 2018-002 ISSUE DATE 12/21/18 DRAWN CHECKED GM HDH 0 SPECIFICATIONS: DIVISION 7: THERMAL AND MOISTURE PROTECTION GENERAL SECTION 7C: SHEET METALWORK PROVISION 1. SCOPE: FURNISH AND INSTALL GRAVEL STOPS, FLASHING, PARAPET CAP, DOWNSPOUTS, AND GUTTERS. A. ROOFING MEMBRANE FLASHING IS INCLUDED IN SECTION 7B: MEMBRANE ROOFING. MATERIALS 1. MATERIALS SHEET METAL: .032ALUMINUM. 2. NAIL FASTENERS: 1 3/4" X 11 GAUGE GALVANIZED, STAINLESS STEEL, OR ALUMINUM ROOFING NAILS MAY BE USED FOR FASTENERS INTO WOOD WHEN CONCEALED ONLY. 3. WASHERS: NEOPRENE 4. SCREW FASTENERS: CORROSION -RESISTANT, SELF -TAPPING, HEX HEAD SCREW, 1/4" MINIMUM DIAMETER WITH SUFFICIENT LENGTH TO PENETRATE 1" MINIMUM INTO WOOD OR 1/2" MINIMUM INTO STEEL. PROVIDE NEOPRENE SEALING WASHER FOR EXPOSED FASTENING. PERFORMANCE 1, INSTALLATION: EXPOSED FLASHINGS SHALL BE PAINTED TO MATCH ADJACENT MATERIALS. VERIFY WITH POPEYES' REPRESENTATIVE. SECTION 7D: STANDING SEAM PART 1 -GENERAL CANOPY 1.0 SUBMITTALS A. SUBMIT FOR APPROVAL SAMPLES, SHOP DRAWINGS, PRODUCT DATA. QUALITY ASSURANCE A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, STORE MATERIALS IN ACCORDANCE WITH WARRAWANUFACTURERSINSTRUCTIONS. METAL ROOF SYSTEM MANUFACTURER, UPON FINAL ACCEPTANCE FOR PROJECT, FURNISH A WARRANTY COVERING BARE METAL AGAINST RUPTURE, STRUCTURAL FAILURE AND PERFORATION DUE TO NORMAL ATMOSPHERIC CORROSION EXPOSURE FOR A PERIOD OF 20 YEARS. PART 2 - PRODUCTS (UC-4 SERIES, AS MANUFACTURED AND SPECIFIED BY UNA-CLAD., METAL ROOF SYSTEMS.) 2.0 MATERIALS A. METAL ROOF SYSTEM PROFILE: 1. UC-4 "NO CLIP", 1 1/2" HIGH BATTENS x 12" RIB TO RIB. (SMALL BATTEN-SB) 2. CONCEALED FASTENER B. GAUGE: 1. .026 GAUGE - STEEL C. TEXTURE: 1. SMOOTH. D. FINISH: 1. PREMIUM FLUOROCARBON COATING PRODUCED WITH KYNAR 500 OR HYLAR 5000 RESIN (20 YEAR WARRANTY.) E. MANUFACTURER: 1. UNA-CLAD OR EQUAL. PART 3 - EXECUTION 3.0 INSTALLATION A. COMPLY WITH SMACNA SHEET METAL MANUAL RECOMMENDATIONS, COMPLY WITH ACCESSORY MANUFACTURERS' INSTRUCTIONS AND RECOMMENDATIONS. COORDINATE INSTALLATION WITH ROOFING SYSTEM TO ENSURE WEATHERTIGHT PERFORMANCE. B. ANCHOR SECURELY TO STRUCTURE TO WITHSTAND INWARD AND OUTWARD LOADS. C. ISOLATE DISSIMILAR METALS TO PREVENT GALVANIC CORROSION. DIVISION 9: FINISHES SECTION 9G: EIFS PART 1 GENERAL 1,01 DESCRIPTION A. DESIGN REQUIREMENTS: THE STRUCTURAL WALL SYSTEM TO WHICH THE EIFS IS ATTACHED SHALL MEET L/240 MAXIMUM ALLOWABLE DEFLECTION CRITERIA AND APPLICABLE BUILDING CODE REQUIREMENTS. 1.02 SUBMITTALS A. SUBMIT SAMPLES FOR APPROVAL AS DIRECTED BY OWNER. 1.03 DELIVERY, STORAGE AND HANDLING A. ALL EIFS MATERIALS SHALL BE DELIVERED IN THEIR ORIGINAL SEALED CONTAINERS BEARING MANUFACTURER'S NAME AND IDENTIFICATION OF PRODUCT WITH WRITTEN APPLICATION INSTRUCTIONS AND APPROPRIATE HEALTH, HAZARD, AND SAFETY DATA. B. ALL EIFS READY -MIXED MATERIALS SHALL BE PROTECTED FROM EXTREME HEAT, SUN AND FROST. FACTORY PROPORTIONED BAGGED MATERIALS SHALL BE STORED OFF THE GROUND AND PROTECTED FROM MOISTURE. 1.04 JOB CONDITIONS A. ALL EIFS MATERIALS SHALL NEVER BE APPLIED IF AMBIENT AND SURFACE TEMPERATURES CANNOT BE KEPT ABOVE 40° F DURING APPLICATION AND DRYING PERIOD. FOR INSTALLATION IN TEMPERATURES LESS THAN 40° F SUPPLEMENTARY HEAT SHALL BE PROVIDED. THE INSTALLED EIFS MATERIALS SHALL BE PROTECTED FROM EXPOSURE TO RAIN AND FREEZING UNTIL DRY. 1.11 WARRANTY A. PROVIDE MANUFACTURERE'S STANDARD LABOR AND MATERIAL WARRANTY. PART 2 PRODUCTS 2.01MANUFACTURERS A. STO CORP. B. DRYVIT SYSTEMS, INC. 2.02 ADHESIVES A. DISPERSION ADHESIVE - NONCEMENTITIOUS, ACRYLIC BASED ADHESIVE. 2.03 INSULATION BOARD A. NOMINAL 1.0 Ib/cubic feet (16 kg/cubic meter) EXPANDED POLYSTYRENE (EPS) INSULATION BOARD IN COMPLIANCE WITH ASTM C 578 TYPE I REQUIREMENTS, AND EIMA GUIDELINE SPECIFICATION FOR EXPANDED POLYSTYRENE (EPS) INSULATION BOARD. 2.04 BASECOAT A. ONE -COMPONENT POLYMER MODIFIED CEMENTITIOUS BASE COAT WITH FIBER REINFORCEMENT AND LESS THAN 33% PORTLAND CEMENT CONTENT BY WEIGHT. 2.05 REINFORCING MESHES A. STANDARD MESH 1. STO MESH - NOMINAL 4.5 oz/sq.yd. (163 g/sq.meter), SYMMETRICAL, INTERLACED OPEN -WEAVE GLASS FIBER FABRIC MADE WITH MINIMUM 25 PERCENT BY WEIGHT ALKALINE RESISTANT COATING FOR COMPATIBILITY WITH STO MATERIALS. B. HIGHIMPACTMESH 1. STO INTERMEDIATE MESH (MESH C) -NOMINAL 11.0 oz/sq.yd. HIGH IMPACT, INTERWOVEN, OPEN WEAVE GLASS FIBER FABRIC WITH ALKALINE RESISTANT COATING FOR COMPATIBILITY WITH STO MATERIALS. 2.06 PRIMER A. STO PRIMER ACRYLIC BASED PRIMER (FOR STO ACRYLIC BASED FINISHES) 2.07 FINISH COAT A. STO ACRYLIC BASED TEXTURED WALL COATING. SEE E.I.F.S. FORMULAS FOR FINISH COLOR. 2.08 JOB MIXED INGREDIENTS A. PORTLAND CEMENT: ASTM C 150, TYPE I. B. WATER: CLEAN AND POTABLE. PART 3 EXECUTION A. UNDER NO CIRCUMSTANCES SHALL ANY OF THE PRODUCTS BE ALTERED BY ADDING ANY ADDITIVES, EXCEPT FOR SMALL AMOUNTS OF CLEAN WATER AS DIRECTED ON LABEL. ANTIFREEZE, ACCELERATORS, RAPID BINDERS, ETC., ARE FORBIDDEN. B. THE SURFACE TO RECEIVE THE EIFS SHALL BE STRUCTURALLY SOUND, CLEAN, DRY AND FREE OF WARPAGE, RESIDUAL MOISTURE OR DAMAGE FROM MOISTURE, SURFACES SHALL BE UNIFORM, WITH NO IRREGULARITIES GREATER THAN 1/8" in 4'-0". SURFACES SHALL BE INSPECTED FOR COMPLIANCE WITH THE FOLLOWING REQUIREMENTS PRIOR TO INSTALLATION OF THE EIFS: 1. PLYWOOD SHEATHING SHALL MEET A.P.A. (AMERICAN PLYWOOD ASSOCIATION) REQUIREMENTS FOR EXTERIOR OR EXPOSURE 1 CLASSIFICATION. APA DESIGN AND CONSTRUCTION GUIDELINES SHALL BE FOLLOWED FOR STORAGE, HANDLING AND INSTALLATION, MANUFACTURER'S PUBLISHED RECOMMENDATIONS SHALL BE FOLLOWED FOR - SHALL BE FOLLOWED FOR STORAGE, HANDLING, STORAGE HANDLING, INSTALLATION AND PROTECTION. ANY SHEATHING NOT IN COMPLIANCE SHALL BE REPLACED TO CONFORM WITH SPECIFICATION REQUIREMENTS PRIOR TO INSTALLATION OF THE EIFS. 2. CONCRETE, MASONRY OR PLASTER SURFACES SHALL BE PROPERLY CURED AND FREE OF DIRT, DUST, OIL, GREASE, MILDEW, FUNGUS, LATENCY, PAINT, EFFLORESCENCE AND ANY OTHER CONTAMINANT. ANY SURFACES NOT IN COMPLIANCE SHALL BE CORRECTED PER MANUFACT. RECOMMENDATIONS PRIOR TO INSTALLATION OF THE EIFS. C. AFTER SATISFACTORY INSPECTION OF SURFACES AND CORRECTION OF ANY DEVIATIONS FROM SPECIFICATION REQUIREMENTS, THE EIFS INSTALLATION MAY BEGIN PER MANUFACTURER'S INSTRUCTIONS. D. THE STARTER STRIP OF MESH SHALL BE WIDE ENOUGH TO ADHERE 4" OF MESH ONTO THE WALL, BE ABLE TO WRAP AROUND THE BOARD EDGE AND COVER APPROXIMATELY 4" ON THE OUTSIDE SURFACE OF THE BOARD. THIS "BACKWRAP" PROCEDURE SHALL BE FOLLOWED AT ALL EXPOSED BOARD EDGES IN ACCORDANCE WITH DETAILS (EXAMPLE -WINDOW AND DOOR HEADS AND JAMBS). ALL AREAS WHERE THE EIFS MEETS DISSIMILAR MATERIAL OR - TERMINATES (FOR EXAMPLE, WINDOW AND DOOR FRAMES) SHALL HAVE THE INSULATION BOARD CUT BACK FROM THE ADJOINING MATERIAL A MINIMUM OF 1/4" TO FORM AN ISOLATION JOINT. E. APPLY THE ADHESIVE TO THE BACK OF THE INSULATION BOARD. STAGGER VERTICAL JOINTS AND INTERLOCK BOARDS AT ALL INSIDE ` AND OUTSIDE CORNERS, APPLY FIRM PRESSURE OVER ENTIRE SURFACE OF THE BOARDS TO INSURE UNIFORM CONTACT. BOARDS SHALL BRIDGE SHEATHING JOINTS BY A MINIMUM OF 8". ALL BOARD JOINTS SHALL BE BUTTED TIGHTLY TOGETHER TO ELIMINATE ANY THERMAL BREAKS IN THE EIFS. CARE MUST BE TAKEN TO PREVENT ANY ADHESIVE FROM GETTING BETWEEN THE JOINTS OF THE BOARDS. ALL OPEN JOINTS IN THE INSULATION BOARD LAYER SHALL BE FILLED WITH SLIVERS OF INSULATION OR AN APPROVED SPRAY FOAM. F. NAILS, SCREWS, OR ANY OTHER TYPE OF NONTHERMAL MECHA ICAL FASTENER SHALL NOT BE USED. G. EXPANSION JOINTS ARE REQUIRED IN THE EIFS WHERE THEY EXIST IN THE SUBSTRATE, WHERE THE EIFS ADJOINS DISSIMILAR CONSTRUCTION, AND AT FLOOR LINES IN MULTILEVEL WOOD FRAME CONSTRUCTION, THE EIFS SHALL TERMINATE AT THE EXPANSION JOINT TO PROVIDE APPROPRIATE JOINT SIZE (SEE DETAILS) AND ALL BOARD EDGES SHALL BE COATED WITH APPROPRIATE GROUND COAT AND MESH IN ACCORDANCE WITH STANDARD "BACKWRAPPING" PROCEDURE. APPROPRIATE SEALANT/PRIMER AND BACKER SHALL BE INSTALLED AFTER GROUND COAT IS FULLY DRY TO PREVENT ANY WATER FORM GETTING INTO OR BEHIND THE SYSTEM H. USE OF PLASTIC OR METAL CORNER BEADS STOPBEADS ETC., IS FORBIDDEN. I. APPLY APPROPRIATE GROUND COAT OVER THE INSULATION BOARD' WITH PROPER SPRAY EQUIPMENT OR A STAINLESS STEEL TROWEL TO'. A UNIFORM THICKNESS OF APPROXIMATELY 1/16". WORK HORIZONTALLY OR VERTICALLY IN STRIPS OF 40", AND IMMEDIATELY EMBED STANDARD REINFORCING MESH INTO THE WET GROUND COAT; THE MESH SHALL BE DOUBLE WRAPPED AT ALL CORNERS AND OVERLAPPED NOT LESS THAN 2-1/2" AT MESH JOINTS.AVOID WRINKLES IN THE MESH, THE FINISH THICKNESS OF THE GROUND COAT SHALL BE SUCH THAT THE MESH IS FULLY EMBEDDED. ALLOW GROUND COAT TO THOROUGHLY DRY BEFORE APPLYING PRIMER OR FINISH. J. DUPLICATE INSTALLATION PROCESS NOTED IN 3.01 M USING STANDARD MESH CREATING SECOND MESH LAYER AND ADDITIONAL IMPACT RESISTANCE. ALLOW TO DRY BEFORE APPLICATION OF EITHER STO PRIMER (OPTIONAL) OR STO FINISH. K. IF A PRIMER IS USED, APPLY WITH BRUSH, ROLLER OR PROPER SPRAY EQUIPMENT OVER CLEAN, DRY GROUND COAT AND ALLOW TO DRY THOROUGHLY BEFORE APPLYING FINISH. P. APPLY FINISH DIRECTLY OVER THE GROUND COAT (OR PRIMED GROUND COAT) ONLY AFTER THE GROUND COAT/PRIMER HAS THOROUGHLY DRIED. '. THE FINISH SHALL BE APPLIED BY SPRAYING, ROLLING OR TROWELING WITH A STAINLESS STEEL TROWEL, DEPENDING ON FINISH SPECIFIED.' GENERAL RULES FOR APPLICATION OF FINISHES ARE AS FOLLOWS: 1. USE A CLEAN, RUST -FREE, HIGH-SPEED MIXER TO THOROUGHLY STIR THE FINISH TO A UNIFORM CONSISTENCY (SMALL AMOUNTS OF CLEAN WATER MAY BE ADDED TO AID WORKABILITY). 2. AVOID APPLICATION INDIRECT SUNLIGHT. 3. APPLY FINISH IN A CONTINUOUS APPLICATION, ALWAYS WORKING TO A WET EDGE. 4. WEATHER CONDITIONS AFFECT APPLICATION AND DRYING TIME. HOT OR DRY CONDITIONS LIMIT WORKING TIME AND ACCELERATE DRYING AND MAY REQUIRE ADJUSTMENTS IN THE SCHEDULING OF WORK TO ACHIEVE DESIRED RESULTS; COOL OR DAMP CONDITIONS EXTEND WORKING TIME AND RETARD DRYING AND MAY REQUIRE ADDED MEASURES OF PROTECTION AGAINST WIND, DUST, DIRT, RAIN AND FREEZING. 5. AESTHETIC "U"-GROOVES MAY BE DESIGNED INTO THE SYSTEM. (A MINIMUM OF 3/4" INSULATION BOARD MUST BE LEFT AFTER ANY GROOVES ARE CUT). 6. "R" (RILLED TEXTURE) FINISHES MUST BE FLOATED WITH A PLASTIC TROWEL TO ACHIEVE THEIR RILLED TEXTURE. 7. AVOID INSTALLING SEPARATE BATCHES OF FINISH SIDE -BY -SIDE. 8. APPLY FINISH COLOR TO EIFS MIX AND APPLY TO WALL. COLOR TO MATCH EXTERIOR FINISH SCHEDULE COLORS. L. STO EXTERIOR INSULATION AND FINISH TEXTURE SYSTEM: APPLY `. HIGH IMPACT SYSTEM ADJACENT TO DOORS FOR ADDITIONAL IMPACT` RESISTANCE, USING STO INTERMEDIATE MESH. USE THE STANDARD SYSTEM SPECIFICATIONS AT ALL OTHER LOCATIONS. T.O. PARAPET 12'-10 1/8" WIDTH OF SIGNAGE 5'-0" I, 5'-0" WALL MOUNTED SIGN AND FRAMING AS SHOWN: IL-27 ILLUMINATED LETTERS BUILDING SIGN popTe�e�, _ (Ml mgnum 9"1 10'-0" T-0" �! I C1 IF G� EP-7 EP-1 ACCENT EP-2 - - BAND SW-1 !SW-1 TOTAL OF 3 EQ. WINDOWS W/ MULLIONS 1 BUILDING ELEVATION Scale: 114"=V-0" T.O. PARAPET Ill 9 -4 EP-7 T.O. PARAPET 3" x 5" DOWNSPOUT, TIED INTO STORM DRAIN, PAINT EP-3 - J-BOX FOR OPTIONAL SIGN WALL PACK LIGHT FIXTURE -LADDER, PAINT BRONZETONEi TO MATCH STOREFRONT i _ INSULATED GREASE REMOVAL PIPE 0 d �j ACCENT EP-2 O r BAND EP-3 SW 1 EPP3 / FINISHED FLOOR %0'-0" AFF. ELEC. C.T. CABINET, DISCONNECT (VERIFY W/ LOCAL CODE THE REQ'D. LOCATION & MOUNTING HEIGHT) 2 BUILDING ELEVATIONS Scale: 1/4"=V-0" EXTERIOR FINISH NOTES E.I.F.S. WALL TEXTURE FINISH Manuf. Texture STO STO ESSENCE SWIRL for GOLDEN, BROWN COLOR STO STOUT 130D, FINE SAND for RED COLOR DRYVIT QUARTZ PUTZ FINISH NOTES THE FOLLOWING COMPONENTS CAN BE PURCHASED FROM THE APPROVED SIGN VENDORS: . STANDING SEAM ROOF " D/T WINDOW CANOPY RAILING " CLEARANCE BAR MENU CANOPY GUARD RAIL " AWNINGS " SHUTTERS STO COLORS NA10-0036 - DELIGHTFUL GOLDEN NA10-0037 - MOCHA BROWN NA10-0038 - EXOTIC RED DRYVIT COLORS POPE051020 - DELIGHTFUL GOLDEN POPE021028S - EXOTIC RED POPE031020S - MOCHA BROWN o E P-3 - CO2 CANNISTER AFF 16-8" AFF AWNING SUPPORTS AT 4'-0" O.C. AND AT EACH END B.O. AWNING 9'4' AFF ACCENT BAND FINISHED FLOOR D'-0 T.O. PARAPET 18'-0" AFF. / EPD-7 B.O. BALCONY 9'-4" AFF 4'-5" 3 V-3" 1 ®'I � IIIIIIIII� IIIIIII I� 5'-0" (2) DOUBLE LOUVER VINYL SHUTTER (VERIFY SIZE WITH SEPARATE SIGNAGE SUBMITTAL) 1" SPACE GAP EIFS FRAME, PAINTED EP-1 9 R 4 N LL [O (O Lt..l y m Ur E > M M z o c m M O E U ry� m W UJI I- W = Z U 0 Q W J � J m N J w U uMi m Lu N N m Lu Z M Z N LL C Z w Z WW ¢ U oozy : N U N `� W '2 N in O --• M w Ld %hi N N M N Z o 2i R F d Z N r o N ¢ a NERAL NJEXACT . TO CODUCTASUREMNDOR I PoNSTRUCCWJ I DING O W d w w m O I- 3 SHUTTER DETAIL Z Scale: 114"=1'-0" w EP-2 ACCENT BAND SW-1 3" x 5" DOWNSPOUT, _ - -4 TIED INTO STORM DRAIN, PAINT EP.3 GREASE ENCLOSURE BY VENDOR. PROVIDE QUICK COUPLE HOSE CONNECTOR & DRAIN VALVE AT FRYERS. RUN SELF -DRAINING PIPE FROM FRYERS TO OUTSIDE COLLECTION UNIT. POPEYE! LOUITIANA KITCHEN EXTERIOR FINISH SCHEDULE NEW CONSTRUCTION AND REIMAGING UPDATE: 5/29/2019 Mark Location Supplier I Manuf. Material Specification Color Finish I Notes MAIN WALL SURFACE DELIGHTFUL EP-1 ABOVE WAINSCOT PAINT OR EIFS FORMULA #2158-30 GOLDEN Ultraspec Satin ACCENT TRIM CROWN / WALL SURFACE EP-2 ACCENT/ WAINSCOT BENJAMIN MOORE PAINT OR EIFS FORMULA #2086-10 EXOTIC RED Ultraspec Satin ACCENT TRIM WAINSCOT BELOW EP-3 ACCENT TRIM@REAR EIFS / METAL / PAINT #2107-20 MOCHA BROWN Ultraspec Satin BLDG 141/2")(60 VINYL L2-VINYL UNFINISHED 030-PAINTABLE SHUTTERCONTRACTOR.COM SHUTTERS (Balcony) VINYL L7S-VINYL UNFINISHED 030-PAINTABLE EP-4 SHUTTERS SHUT SHUTTEERSRS (Building) BENJAMIN MOORE PAINT #2040-10 RAINFOREST 170 Semi Gloss FOLIAGE EP-5 RAILING VENDOR / TIGER DRYLAC METAL / POWDER COAT RAL 6009 HUNTER GREEN SMOOTH DR THRU WINDOW CANOPYAND RAILINGS EP-5 RAILING VENDOR / METAL / PAINT #2040-10 RAINFOREST P-29 DTM Semi Gloss (ALT) BENJAMIN MOORE FOLIAGE EP-6 STORE FRONT GLAZING YKKAP ANODIZED ALUMINUM #YB5N DARK BRONZE 21-28DAYS EP-6 STORE FRONT GLAZING READYMIX MIDSUMME N GH (ALT) BENJAMIN MOORE METAL / PAINT DREAM EP-7 DUMPSTERWALLS/ #2107-20 MOCHABROWN UltraspecSatin GATES SAFETY &ZONE EP-8 BOLLARDS METAL/ASPHALT/PAINT ACRYLIC MARKING RMSAFETYYELLOW P58-10 EP-9 ANTI -GRAFFITI BENJAMIN MOORE PAINT ALIPHATIC ACRYLIC CLEAR GLOSS M74-00 / M75 (2 COATS) U THA EP -10 LIGHT POLE OBASE BENJAMIN MOORE PAI T #2107-20 O HA BROWN 185 Low Lustre SW-1 BORAL STONE LEDGESTONE PLUMB CREEK NON -OVERLAPPING STONE WAINSCOT STONE VENEER SG-1 QUIKRETE VENEER STONE MORTAR POLYMER MODIFIED MOCHA BROWN 1137-85 G-1 AWNING GRATE (OPT.) AWNING SUPPLIER METAL / POWDER COAT RAIL 6009 HUNTER GREEN SMOOTH UC-4 ALUMINUM 12" OC /GAUGE PER LOCAL C-1 STANDING SEAM CANOPY COPPER SALES, INC. UNA-CLAD PANTONE PMS 187C REGAL RED CODE REQUIREMENTS W 2 F W U Z w 2 z U ! N 0 W. W 2 F- Z Q U) z w C) O w rn LD _ H O I- W 2 (D LU w o_ O IY Q_ D_ w H O J Q Z F- Ly a SEAL FFO U) U) t w $;. 1 3 w o' J ..^..�" �\ U)"w �l.F A� [� C0 LU 01 HAROLD DA L NUTTER III U Z W o J Q m UJ J a W J Q = O N rn Q LLJ w ~ CD I- p p = H o w J = H O (n TENTOP s Z W 0 U) U) J Vrn� `w s LLI ti w U N w <- a O W� i J o x I FL. REG. 98913 w W U) RELEASE DATE COMMENT RESPONSE 03/28/19 2 KITCHEN REVISION 06/26/19 3 OWNER REVISION 01/02/20 4 5 6 PROJECT NO. 2018-002 SSUE DATE 12/21/18 DRAWN CHECKED GM JC - JI ILLI IV V. N-O" NOTE: SEE 6/Al2 FOR ADDITIONAL SPACES ® 1'-Q 2" INFORMATION MOLDED COVER RAIL 1"x1" STEEL TUBE POST a a 2"x2"STEEL TUBE OI Co POST 0) M M 1/2"x1/2" PICKETS INN STEEL TUBE POST CORE DRILLED POST W/SOCKETS U AND CAPS 3 ENLARGED ELEVATION Scale: 1 /2"=V-0" 6'-0" -C O DOOR ELEVATION 1 NO COTNTE RACTOR TO FIELD VERIFY DIMENSIONS. GUTTER & DOWNSPOUT PAINT MOCHA BROWN -SEE ROOF PLAN LADDER, PAINT MOCHA BROWN TO MATCH STORE FRONT GREASE REMOVAL PIPE INSULATE EXPOSED PIPE GREASE & CO2 ENCLOSURE BY VENDOR (EPA ACCENT BAND (EP2) 3" x 5" DOWNSPOU TIED INTO STORM DRAIN, PAINT EP-3 T.O. PARAPET J 18'-0" AFF. MEII■il � iIP�11� of N Y 5'-6" 12'-1" BLACK MASTIC SEALANT CONT. TYP. AT ENTIRE PERIMETER OF BUILDING BASE 1 DRIVE-THRU SIDE ELEVATION Scale: 1 /4"=V-0" 4 ENLARGED ELEVATION 2 EN I KYSUE ELEVATION Scale:1/2"=V-0" f Scale:1/4"=V-0" SPECIFICATIONS SECTION 8A: ALUMINUM ENTRANCE, STOREFRONT SECTION 8D: GLAZING GENERAL PROVISIONS GENERAL PROVISIONS SCOPE: FURNISH AND INSTALL THE ALUMINUM ENTRANCE AND 1. SCOPE: FURNISH AND INSTALL GLASS IN STOREFRONT AND DRIVE-THRU STOREFRONT SYSTEMS PER NATIONAL ACCOUNTS AND APPLICABLE SERVICE WINDOW. DRAWINGS. 2. QUALITY CONTROL: ALL GLASS BROKEN DURING INSTALLATION OR MATERIALS DURING CONSTRUCTION PRIOR TO FINAL DELIVERY OF THE BUILDING TO THE 1. ALUMINUM STOREFRONT AND ENTRANCE FRAMES: REFER TO OWNER SHALL BE REPLACED AT NO ADDITIONAL EXPENSE TO THE OWNER. CONSTRUCTION DRAWINGS AND SPECIFICATIONS. GLASS SHOULD BE DELIVERED WITH LABELS PROMINENTLY DISPLAYED AND 2. ALUMINUM ENTRANCE DOORS: REFER TO CONSTRUCTION DRAWINGS AND THEY SHALL BE LEFT IN PLACE UNTIL THE OWNER'S REPRESENTATIVE SPECIFICATIONS. INSPECTS IT. 3. PANIC HARDWARE:WHEN PANIC HARDWARE IS REQUIRED ON EXTERIOR MATERIALS DOORS. THE PANIC DEVICE IS ON EXTERIOR ENTRY DOORS WHEN SPECIFIED IN 1. STOREFRONT GLAZING -REFER TO CONSTRUCTION DRAWINGS AND NOTES. HARDWARE SCHEDULE. PERFORMANCE 4. DRIVE-THRU SERVICE WINDOW: THE DRIVE-THRU SERVICE WINDOW WILL BE 1. INSTALLATION: INSTALL GLAZING WITH MANUFACTURER'S INSTRUCTIONS SUPPLIED & INSTALLED BY G.C. VERIFY EXACT TYPE OF WINDOW WITH PLANS. TO PROVIDE COMPLIANCE WITH LOCAL CODE REQUIREMENTS INCLUDING BRONZE FINISH. WIND RESISTANCE, 25 PSF MIN., SNOW LOAD, 20 PSF MIN. GLAZING PANELS SHALL BE INSTALLED. WINDOW TO BE: A. BASE BID -'QUICK SERVM.C.E. WINDOW FLUSH MOUNT, ULTRA VIOLET DEGRADATION LEVELS ARE TO MEET MANUFACTURER'S B. OPTION (VERIFY WITH OWNER) -READY ACCESS REQUIREMENTS TO VALIDATE MATERIALS REPLACEMENT WARRANTY, 5. MISCELLANEOUS FLASHING/TRIM: ALUMINUM HEAD, SILL, COLUMN AND 2. ALLOW FOR 1/4" MINIMUM HEAD DEFLECTION DUE TO LIVE LOAD. WALL TRIM. SEE EXTERIOR ELEVATIONS FOR FINISH. 3. GUARANTEES AND WARRANTIES: AT THE COMPLETION OF THE GLAZING, PERFORMANCE PROVE THE INSTALLATION WATERTIGHT BY SPRAYING ALL JOINTS WITH A 1. INSTALLATION: INSTALL IN ACCORDANCE WITH MANUFACTURER'S GARDEN HOSE WITH NOZZLE SET FOR MAXIMUM PRESSURE. PROVIDE INSTRUCTION. PLACE IN CORRECT LOCATION AS SHOWN IN THE DETAILS, ADDITIONAL CAULKING OR SEALANT, OR RESET GLASS AS NECESSARY TO LEVEL, SQUARE, AND PLUMB AT PROPER ELEVATIONS AND IN ALIGNMENT EFFECT A WATERTIGHT JOB. WITH OTHER WORK. MAINTAIN SPACE IN HEAD POCKET FOR 1/4" HEAD DEFLECTION. INSURE FRAMING PROFILES MEET INSTALLATION REQUIREMENTS OF GLAZING UNITS TO MAINTAIN WARRANTY. SEE SECTION 8-D: GLAZING. EXTERIOR FINISH NOTES E.I.F.S. WALL TEXTURE FINISH Manuf. Texture STO STO ESSENCE SWIRL DRYVIT QUARTZ PUTZ FINISH NOTES THE FOLLOWING COMPONENTS CAN BE PURCHASED FROM THE APPROVED SIGN VENDORS: * STANDING SEAM ROOF * D/T WINDOW CANOPY RAILING * CLEARANCE BAR * MENU CANOPY " GUARD RAIL AWNINGS * SHUTTERS r OLOWING COMPONENTS TO BE MANUFACTURED NSTALLED BY THE GENERAL CONTRACTOR LADDER • i DUMPSTER GATES 1*1 6'-3" 6'-3" SUPPORT ROD "I' SUPPORT ROD OL SUPPORT ROD 18'-l" El 3'-8" 6" 0 STEEL BOLLARD TOP @ W Ilk 4'-6" A.F.F. SEE DET. A/SD3, PAINT SAFETY YELLOW (EP-9) STO COLORS NA10-0016 - DELIGHTFUL GOLDEN NA01-0061 - EXOTIC RED NA10-0017 - MOCHA BROWN DRYVIT COLORS POPE051020-DELIGHTFUL GOLDEN POPE0210285 -EXOTIC RED POPE031020S -MOCHA BROWN FAI 7'-10 1 /2' 1 4'-1 3/4" 6'-7 1/2" I N a I 6'-0" 7'-0" 1 T.O. PARAPET 19'-4" AFF T.O. PARAPET 16-8" AFF S-36 ILLUMINATED SEAL BUILDING SIGN Q� B.O. AWNING 9'-4" AFF '-2) ACCENT BAND FINISHED FLOOR 0'-0" AFF. >- w H L z w Z CD W W & DOWNSPOUT )CHA BROWN Q )F PLAN O H Z W PAINT O 3ROWN 0 ;H STORE FRONT LLI CO w & CO2 F- JRE BY VENDOR � H 2 (D o' LU w D_ O a )WNSPOUT O STORM w AINT EP-3 H O J J Q Z Q F- POPET19 LOU191 lNA KITCHEN EXTERIOR FINISH SCHEDULE NEW CONSTRUCTION AND REIMAGING UPDATE; 1512912019 Mark Location Supplier / Manuf. Material Specification Color Finish / Notes MAIN WALL SURFACE EP-1 ABOVE WAINSCOT PAINT OR EIFS FORMULA #2158-30 DELIGHTFUL Ultraspec Satin ACCENT TRIM GOLDEN CROWN / WALL SURFACE EP-2 ACCENT/WAINSCOT BENJAMIN MOORE PAINT OR EIFS FORMULA #2086-10 EXOTIC RED Ultraspec Satin ACCENT TRIM WAINSCOT BELOW EP-3 ACCENTTRIM@REAR EIFS/METAL /PAINT #2107-20 MOCHABROWN Ultraspec Satin BLDG 141/2"x60"VINYL SHUTTERS (Balcony) L2-VINYL UNFINISHED 030-PAINTABLE SHUTTERCONTRACTOR.COM 25 1/2"x119" VINYL L7S-VINYL UNFINISHED 030-PAINTABLE EP-4 SHUTTERS SHUTTERS (Building) BENJAMIN MOORE PAINT #2040-10 RAINFOREST 170 Semi Gloss FOLIAGE EP-5 D/T THRU WINDOW CANOPYAND RAILINGS RAILING VENDOR /TIGER DRYLAC METAL /POWDER COAT _ RAL 6009 HUNTER GREEN SMOOTH EP-5 RAILING VENDOR / METAL / PAINT #2040-10 RAINFOREST P-29 DTM Semi Gloss (ALT) BENJAMIN MOORE FOLIAGE EP-6 STORE FRONT GLAZING YKKAP ANODIZED ALUMINUM #YB5N DARK BRONZE 21-28DAYS EP-6 STORE FRONT GLAZING READY MIX MIDSUMME NGH (ALT) METAL / PAINT DREAM DumpsTER WALLS/ EP-7 GATE GATES BENJAMIN MOORE #2107-20 MOCHABROWN UltraspecSatin EP-8 BOLLARDS METAL/ASPHALT/PAINT SAFETY &ZONE RM SAFETY YELLOW P58-10 ACRYLIC MARKING EP-9 ANTI -GRAFFITI BENJAMIN MOORE PAINT ALIPHATIC ACRYLIC CLEAR GLOSS M74-00 / M75 (2 COATS) U IE ANE EP-10 LIGHT POLE BASE BENJAMIN MOORE PAINT #2107-20 MO HA BROWN 185 Low Lustre SW-1 STONE WAINSCOT BORAL STONE STONE VENEER LEDGESTONE PLUMB CREEK NON -OVERLAPPING SG-1 QUIKRETE VENEER STONE MORTAR POLYMER MODIFIED MOCHABROWN 1137-85 G-1 IAWNING GRATE (OPT.) AWNING SUPPLIER METAL / POWDER COAT RAL 6009 HUNTER GREEN SMOOTH C-1 STANDING SEAM CANOPY COPPER SALES, INC. UNA-CLAD UC-4 ALUMINUM REGAL RED 12" OC /GAUGE PER LOCAL PANTONE PMS 187C CODE REQUIREMENTS U F=- w w e7 w J W w a X w m Q) N W M Q) 6J w D 0 W y N 1= ^ (D E > M M Z o 0 E / \ v w N LL1 LL1 I— W = Z Q W U o J m � J Y w U > m L Z W (n < V M -p N ~ Z U O LL O a'.00C?N ,IZJ W > N w i N M N L Z o 3: oN _ Y Q Z Q N Q Q O U l[) 0 lO J N fn d LL U Z W a o J m J U) LU a W J Q x U rn Q W w 1= CD CO 1 Q Q Q Z L W\ J / J = ::D O - LU Q J = ZD O 0 D D D v u Z W O J_ Q U) LU —J Q M z W C4 w G - n L �n w Y >_ 0-J Y 0 o V! z O LU W O L.L `LU LU 0f 0 z w H LL w W W S J L-_ OF PLC) pllEt y. :Q R9891: mn� 1 202Q<<4U T�yED ARG� HA ER III FL. REG. 98913 _j RELEASE UAIC I COMMENT RESPONSE 03/28/19 z KITCHEN REVISION 06/26/19 3 OWNER REVISION 01/02/20 4 5 6 PROJECT NO, 2018-002 ISSUE DATE 12/21/18 DRAWN CHECKED GM JC SHEET=N A6 EIFS OVER VAPOR BLACK MASTIC SEALANT CONT. AT ENTIRE PERIMETER OF BUILDING BASE CONT. EFTS DRAINAGE STRIP - BASE FLASHING CONCR 1/2" EXP. JOINT MATEF 1 SECTION DETAIL -PARAPET Scale: 3"=1'-0" CANT FOP PLATE AND NAILER FINISHED METAL STAINLESS PARAPET CAP MEMBRANE. TURN UP )VER PARAPET (, COORDINATE WITH SIGN )R /2" PLYWD. SEE >HEET A-1. (LOCKING WHERE REQ'D. /ALL FINSIH, REFER TO 1NISH SCHEDULE 1/2" USG "DUROCK" TO 18" A.F.F. LOOSE FILL MASONRY INSULATION ("PERLITE" OR EQUAL) 1-1/2" PT. FURRING AND RIGID INSULATION CONCRETE SLAB - SEE STRUCTURAL CJ SECTION DETAIL - BOTTOM OF WALL (EIFS) Scale: Y=V-0" 2 SECTION DETAIL - PARAPET Scale: Y=V-0" EIFS OVER VAPOR - BARRIER ON CMU PAINTED ACCENT 3'0" A.F.F. BAND TOP �F ACCENT BAND CONT. EIFS STARTER TRACK —p'A F F. �T(_"' OF NONE VEl FEf CONT. SEALANT TO BACKER ROD CONT. METAL FLASHING SIMULATED STONE VENEER�� STRIP WEEP PANEL FASTENERS VERSETTA STONE VENEER (VERSETTA) VAPOR BARRIER LAP VAPOR BARRIER OVER STARTER STRIP VERSETTA STARTER STRIP WEEP W/ FLASHING BLACK MASTIC SEALANT CONT. AT - ENTIRE PERIMETER OF BUILDING BASE 1/2" EXP. JOINT MATERIAL 4 SECTION DETAIL - STONE VENEER Scale: 3"=1'-0" .R CANT 0 TOP PLATE AND NAILER -FINISHED METAL STAINLESS -L PARAPET CAP F MEMBRANE. TURN UP OVER PARAPET OX, COORDINATE WITH SIGN DOR WALL FINISH, REFER TO FINISH SCHEDULE 1/2" PLYWD. SEE SHEET A-1 1-1/2" P.T. FURRING (USE 2x4 IN WATER WALLS IN KITCHEN, COORD. WITH PLAN) AND RIGID INSULATION -1/2" PLYWD. SEE SHEET A-1. BLOCKING WHERE REQ'D. WALL FINSIH, REFER TO FINISH SCHEDULE 1/2" USG "DUROCK" TO 18" A.F.F. LOOSE FILL MASONRY INSULATION ("PERLITE" OR EQUAL) 1-1/2" PT. FURRING (USE 2x4 IN WATER WALLS IN KITCHEN, COORD. WITH PLAN) AND RIGID INSULATION CONCRETE SLAB - SEE STRUCTURAL (1 SECTION DETAIL - BOTTOM OF WALL (STONE VENEER; V Scal0:3"=V-0" ALL-PURPOSE SEALANT ROOFING MEMBRANE ROOFING TERMINATION BAR FASTENED 6" O.C. WITH ROOFING SCREW GUTTER STRAP \ ....__.SIN= CONT. METAL DRIP EDGE -I T'-0" (OPTIONAL) TOP OF TIE BEAM 4" x 6" GUTTER BY G.C. E.I.F.S. OVER VAPOR BARRIER FASTENERS ® 12" O.C. 2x6 P.T. NAILERS AS REQ'D RIGID INSULATION Li 3 SECTION DETAIL - ROOF EDGE Scale: Y=V-0" EIFS OVER BARRIER 01 FASTENER WITH W AS RE(, PVC (SCH 40) BL FILL WITH SE 4a SECTION DETAIL - STONE VENEER Scale: X=V-0" 2 INTEGRAL MOUNTING FLANGE 1/8" ALUMINUM ENCLOSURE FOR GREASE TANK AND CO2 (BY OTHERS) INSTALL BUSHING AFTER EIFS APPLICATION HAS HARDENED. DRILL HOLE SLIGHTLY LARGER THAN BUSHING THROUGH INSULATION ONLY, STOP AT CMU. CAULK OPENING PRIOR TO INSERTING FASTENER TO SEAL PENETRATION. REFER TO SPECIFICATIONS MANUAL FOR EIFS MANUFACTURERS ASSEMBLY DETAILS. EIFS OVER VAPOR BARRIER ON CMU 3/8" I.D. x 1-1/4" METAL SPACE AT EACH SCREW CONT. SEALANT 7 CONNECTION AT GREASE ENCLOSURE (PLAN DETAIL Scale: 3"=1'-0" 0 w U ZD 0 0 IL w rr w m 0 F_ F- 0 z LtJ L w F- w U Z W _ Z 0 Fn w w _ 0 z ¢ U z w U 0 0 w U) w F- 0 F_ U) F- ZZ cD w 0- 0 w a X w 2 F- 0 J J 0 Z m _ CD Of a 0 U U F- U) W 'Lu w Lu w J U) Lu w a X W C M m � � J pMj pOj w 0 D V m E >MM mQ"N ZD U 0� � � N N a� LLI W m 1— LLI = Z U CD W Z Q W J r o J m U J y U � � m � r L Z W z O N N pI p J N � F- Z mLLorn n O m O N N Y Z < g a 'naLL U z LLi o Q J m J U) Lu 0- LLI J ¢ = U N rn Q ujry w ~ o o F- L Q Z p�N L '..1i/ J ui > 0 W = D 0 p Ee- Z w 2 O J Co w J rn Q M JJ � 1 LL ZWCo�uj N s Lu w L �— N d r Y cr ,rr11/:III 1 :Q 9�;y s8913 V NHA .FB 13 2R�' FAED •AEG R III FL. REG. 98913 RELEASE DATE COMMENT RESPONSE 03/28/19 2 KITCHEN REVISION 06/26/19 3 OWNER REVISION 01/02/20 4 5 6 SPECIFICATIONS DIVISION 6: WOOD SECTION 68: FINISH CARPENTRY GENERAL PROVISIONS 1. SCOPE: INTERIOR CONSULTANT TO FURNISH AND INSTALL EXPOSED WOOD TRIM, MILLWORK, CASEWORK, WOOD CABINETS, PLASTIC LAMINATES, AND WOOD SHELVING. 2. NOTES: A. MOISTURE CONTENT: FINISH WOODWORK MATERIALS SHALL BE KILN DRIED TO THE FOLLOWING MOISTURE CONTENT UNLESS OTHERWISE RECOMMENDED IN THE APPLICABLE "QUALITY STANDARDS" FOR REGIONAL CLIMATE CONDITIONS: INTERIOR WOODWORK - 6% TO 11 % EXTERIOR WOODWORK - 9% TO 12% B. FIELD MEASUREMENTS: ALL DIMENSIONS AFFECTING PREFABRICATED MILLWORK AND CASEWORK ITEMS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION. C. CONDITIONS: PROVIDE PROPER TEMPERATURE AND HUMIDITY REQUIREMENTS FOR WOODWORK INSTALLATION AREAS. INSTALL WOODWORK AFTER THE REQUIRED TEMPERATURE AND RELATIVE HUMIDITY HAVE BEEN STABILIZED IN INSTALLATION AREAS. MAINTAIN TEMPERATURE AND HUMIDITY CONDITIONS UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. 3. QUALITY CONTROL: WOODWORK SHALL COMPLY WITH ARCHITECTURAL WOOD WORK INSTITUTE (AWI) "QUALITY STANDARDS" EXCEPT WHERE OTHERWISE NOTED. 4. SUBMISSIONS: SUBMIT FOUR (4) COPIES OF SHOP DRAWINGS OF ALL CABINETWORK AND MILLWORK ITEMS TO OWNER. MATERIALS 1. WOOD TRIM: PROVIDE BIRCH AS INDICATED ON THE FINISH SCHEDULE IN AWI CUSTOM GRADE I PLAIN SAWN WOOD. FABRICATE WOOD TRIM TO DIMENSIONS, PROFILE AND DETAILS SHOWN. ROUTE OR GROOVE REVERSE SIDE OF TRIM MEMBERS WIDER THAN 4" TO BE APPLIED TO FLAT SURFACES EXCEPT FOR MEMBERS WITH ENDS EXPOSED IN THE FINISHED WORK. SECURE WITH FINISH NAILS STAGGERED AND COUNTER SINK, WITH PUTTY TO MATCH WOOD COLOR. MITER OUTSIDE CORNER AND CONTINUOUS JOINTS. FINISH WITH ONE (1) COAT OF MINWAX PASTE WOOD FILLER AND TWO (2) COATS MINWAX POLYURETHANE FINISH LOW LUSTER. 2. WOOD PANELING: REFER TO FINISH SCHEDULE FOR MATERIAL SELECTION. INSTALLATION PER MANUFACTURER'S INSTRUCTIONS. FINISH WITH TWO (2) COATS OF POLYURETHANE FINISH LOW LUSTER. 3. CABINETS, COUNTERTOPS, AND OTHER MILLWORK: COMPLY WITH AWI QUALITY STANDARDS FOR CUSTOM WORK. A. PLYWOOD: EXPOSED PAINTED - MDO MEDIUM DENSITY OVERLAY CONCEALED - B-C PLYWOOD EXPOSED STAINED - 3/4" BIRCH VENEER PLYWOOD EDGE BAND EXPOSED PLYWOOD EDGES WITH CLEAR WOOD TRIM AND CONCEALED WITH FASTENERS. B. WOOD TRIM: STAIN/ VARNISH, BIRCH WOOD C. PLASTIC LAMINATE: PROVIDE PLASTIC LAMINATE OF THE MANUFACTURER, COLOR, TEXTURE, AND PATTERN AS SHOWN ON FINISH SCHEDULE. 4. HARDWARE: ADJUSTABLE SHELF HARDWARE SHALL BE KNAPE AND VOGT, WALL MOUNTED SHELF STANDARDS WITH HEAVY DUTY BRACKETS AS SHOWN. FINISH ANOCHROME. INTERIOR ELEVATION NOTES: 1. AT ALL OUTSIDE CORNER WALLS - PROVIDE WOOD - CORNER GUARDS. w 2. PROVIDE PLYWOOD SHEATHING FOR INSTALLATION OF CAR SIDING * FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION 8'-8° M 1 MOSAIC TILE - --- _ _.._. W:; _...... - - - - --- 1-----a-- - - - - - - WOOD TRIM - - ER WOOD:(TYP.) GUAR P-8 A. F. F. SELF SERVICE DRINK COUNTER AP-12 WOOD CORNER GUARD (TYP.) I -DIGITAL MENU BOARD (BULKHEAD BEHIND TO BE PAINTED P-8) _.�OPEN�� 4" BACKSPLASH� 'LK" (EXTEND PANELING TO ORY RAPHIC-- - BASE AND 1 2 ABOVE - FRP 3 -- CB-1� M-1 MOSAIC TILE 3 SALES AREA ELEVATION Scale: 3/8" = l'-0" AP-11 PAINTED "P" SEAL CJ BEVERAGE COUNTER ELEVATION Scale: 3/8" =1'-0" OPTIONAL WALL MOUNTED CR-1� 2 HALL ELEVATION - KITCHEN DOOR Scale: 3/8" = 1'-0" FOR MENU BOARD D ABOVE CEILING ON BULKHEAD 7'-C F. F. 4aSALES AREA ELEVATION - DRIVE THRU Scale: 3/8" =1'4' ,,,-FRP i PRODUCTION '.. COUNTER 9' - 4" A.F.F. ' 1 HALL ELEVATION - Scale: 3/8" = 1'-0" CLOSET Lu 0 p O 9'-6" a w MENU BOARD A F.F. w CD O 0 P-8 A.F.F. � O �i 8'-8" z P-3 - � A.F.F. 3 WOOD TRIM, w am ~ -1 WOOD CORNER w GUARD (TYP.) z w WOOD TRIM = SOLID SURFACE BACK SPLASH cn 2'-10' 0 A.F.F. � N V N ui m (D E >mM V Z Q_ I— M of v 0- N m H ui = Z U (D � Z Q W U o J m N J w U m u W M rn E Co 7 Z o w v z N N p ,E Q Q N (n d 4 SALES AREA ELEVATION - KITCHEN DOOR • o • o Scale: 3/8" =1'4' O I— U) --------------------- r-c r-I P-1 9,_4„ r — — AP-2 0 WALL GRAPHIC L--J WOOD CORNER GUARD (TYP.) CR-1 • 1 1 1 1 1 1 1 i I A.F.F. 1 1 1 SELF SE EXTEND PANELINGTO1 2 AB 0 NTERTOP 34 AFF — AP-6 WALL RAPHIC ! sDRINKATION - - - o N 1 DRINK C ; ON LEG 1 \-CB-1 6 DINING ROOM ELEVATION Scale: 3/8" =1'4' L.Ll$. LW. ILLCVIJIVIV O1 UYYIVLR P-2 HALL CLOSETWALL F- ui LLJ Z O Q O U d• z � m H \ AP- PAINTED _ "P" SEAL o p-3�� I AP-7 I GRAPHIC L--J WOOD CORNER GUARD (TYP.) WOOD TRIM AP-1 1 HINTED "P" SEAL "MEN" ST-1 OOD, S IN ST-1 W OD, STAIN m ISA DECAL N Ld uiC:) O U q Z JL7 m Z <r I N ��WS-1 --1—r-�—, ��WSLAJ — -----.,----- ---- �i —�B-1------- —_tCB-1 Y� � CR-1 9' - 4" A.F.F. `CB-1 GCB-1 S Z LLJ � ry w a O O J a Q Lu U) Co w = UJ J v H O w Z Lu am' M JL Q d U L) p ts 0— N � w Z r a ¢ O O Y 2 l J 0 RVE OUNTER >_ SEAL O OF f P��,....... NIEL co 'v w > • 4 ----. . .--------�� 2 w -n R989' TILE BASE ® W ��; . FEB t WALL BEYOND 14 w S� •., Fq' 9' — 4" A.F.F. w F w w w Cl) ED A. w HAROLD DANIEL NUTTER III a FL. REG. 98913 X w U) z _O ui Lu O Lu F_ z RELEASE UAL COMMENT RESPONSE 03/28/19 2 KITCHEN REVISION 06/26/19 3 OWNER REVISION 01/02/20 a e s PROJECT NO. 2018-002 ISSUE DATE 12/21/18 DRAWN CHECKED GM HDH r SHEET N0. 8 DINING ROOM ELEVATION Scale: 3/8" =1'4' 7 DINING ROOM ELEVATION Scale: 3/8" =1'-0" CV -THRU AUDIO STATION -THRU TIMER R FROM CEILING I I NOTE: ELECTRIC 36"H ISS PANEL, DRIVE THRU FURNISHED AND H81 WINDOW SHOWN; INST. BY G.C.; WIDTH TO M TCH SINK -� I[] m<Es ��\ Ell 1 KITCHEN ELEVATION Scale: 318" = V-0" SIDE SPLASH GUARD PRODUCTION MONITOR I I L____J 9 INSULATE CLG. ^ _ A16 PENETRATIONS OF i REFRIGERANT LI POS TERMINAL PROVIDE 4" CON THRU TO CABI LOCATE KITCHEN EQUIPMENT BEGINNING FLUSH AGAINST QFREEZER/COOLER WALL 2 D90 ) ( D20 )x2 IF Wil N �_ i Ilvll ii) Lcw 1)�I Lcw k ACONNECTION CONNECTION S.S. PANEL, FURNISHED AND INSTALLED BY G.C. NES I BOX. -,-� 1 OU 1 i DUIT NET I i I B60 610 i 1 11 B65 ® 1 TIME CLOCK----,, I � I 00=000 i 10.3 0 ao 1 I i o e I I I I N aM2 M13 M12 4 KITCHEN ELEVATION Scale: 3/8" = 1'-0" 7 KITCHEN ELEVATION Scale: 3/8" = V-0" 10 INTERIOR ELEVATION Scale: 318" = 1' 0" GREM LET FOR LINE HE/ GREASE I PANEL, [D AND BY G.C.; MATCH ;PENSER ) BY 5 KITCHEN ELEVATION Scale: 3/8" = V-0" FIRE ALARM CONTROL PANEL I 1 m q D DP 0 I 00 CONVENTIONAL ELECTRICAL PANELS SHOWN 1 1 INTERIOR ELEVATION - COOLER Scale: 3/8" = V-0" 2 KITCHEN ELEVATION Scale: 3/8" =1'-0" 8 REAR DOOR Scale: 3/8" = V-0" 12 INTERIOR ELEVATION - COOLER Scale: 3/8" = 1'-0" 'ANEL, FURNISHED VSTALLED BY G.C. ;UPPRESSION BOXES TOWEL JSER DISPENSER )ED BY )R 'LASH GUARD 6 KITCHEN ELEVATION Scale: 3/8" = V-0" m A. S.S. NEL AT SINK DUPLI INSIDI 2FACE M ' SINK EALANT 9 INTERIOR ELEVATION Scale. 3/8" = V-0" 1 Yale: ELEVATION - COOLER Scale: 3/8" = V-0" 3 KITCHEN ELEVATION Scale: 3/8" = l'-0" 14 INTERIOR ELEVATION - COOLER Scale: 3/8" = V-0" J-BOX ® 24" A.F.F. WATER SHUT OFF 12" A.F.F. TRIM O O V N m O N N CJ O) M L.LJ U LL GO CO Q vN v Z a o c U N LLu N d U W H- L1J = Z U (D Q LJJ O J J m Corn U J W U 'Ie W Z W O V M F- LL rn Z W FW- x Z No o EOM N N y E ¢ < I J Q L O N n a LL 0 w C) 0 O n w w 0-1 m O F- O z w WOOD CORNER ¢ GUARD (TYP.) w _ F L O z w _ z SOLID SURFACE BACKSPLASH o w _ F- 0 'I z z W O O 0 w 0 w 0 F- H _ CD F— Lu w 0- 0 a Lu W 0 J J ¢ 0 z F- _ CD z O Q w w zZ W = J � � w _ w S } 0- 0 SEAL 9 U ,�P.• P IEL� �O CO ?o" m: j • 4 �0: w w ?.5 3 mc. F' 202a�� D •AaG�\� cn C Lu HAROLD DANIEL NUTTER III a FL.REG. 98913 LEGEND w DUPLEX RECEPTACLE I ' F] SPECIAL PURPOSE RECEPTACLE TELEPHONE OUTLET DATA OUTLET TELEPHONE ONLY OUTLET DATA ONLY OUTLET JUNCTION BOX WATER CONNECTION NOTES' 1. DIMENSIONS ARE TAKEN TO THE CENTER LINE OF THE JUNCTION BOXES. (VERT. & HORIZ.) 2. PAPER TOWER DISPENSER BY: SAN JAMAR #T1490 TBK FURNISHED AND INSTALLED BY G.C. 3. SOAP DISPENSER FURNISHED BY L OWNER INSTALLED BY G.C. RELEASE DATE COMMENT RESPONSE 03/28/19 2 KITCHEN REVISION 06/26/19 3 OWNER REVISION 01/02/20 4 5 6 PROJECT NO. 2018-002 ISSUE DATE 12/21/18 DRAWN CHECKED GM t HDH SHEET ND A13 G.C. MUST COORDINATE HEIGHT OF STEM WALL WITH THICKNESS OF COUNTERTOP (BY VENDOR) SO THAT FINAL COUNTERTOP HEIGHT IS TO BE NO GREATER THAN 34" A.F.F. SUSPENDED CEILING , 9,_6" A. F. F. --...._- SUSPENDED CEILING 9-4"A..F.F.— ACCENT TILE x BOTTOM OF SOFFITjN 8'-8" A.F.F. 1x2 WOOD ACCENT TRIM CAULK, CONT. NOTE: WOOD TRIM SEE INTERIOR FINISH SCHEDULE FOR FINISHES CAULK, CONT. NOTE: 1/2" SOLID SURFACE (SS-1) ON 3/4" PLYWOOD INSTALL ACCENT TRIM AFTER (RE: FINISH SCHEDULE GRAPHIC APPLIED. CAULK CONTINUOUS CORIAN BACKSPLASH 2x2 CONT. BLOCKING SUPPORT TOP CAULK CONT. (PAINTED WHITE) 1-1/2"0 GROMMETED HOLE FOR 2'-9" ELECTRIC CABLES AT P.O.S. ONLY FRP TRIM 2-1/2" x 1/2" BLOCKING 2x4 WOOD STUDS @ 16 O.C. G.C. TO SUPPLY BLOCKING AS REQUIRED, COORD. W/ KITCHEN EQUIPMENT VENDOR = MOSAIC TILE ON DUROCK a UNDERMOUNT SHELVING TO BE SUPPLIED AND INSTALLED BY KITCHEN EQUIPMENT VENDOR =o SEE ELECTRICAL PLANS FOR LOCATION OF U ELEC. RECEPTACLE BANK = E:�— 2x4 WOOD BLOCKING IN WALL AS FRP ON 1/2" PLYWOOD —.REQUIRED ADJUSTABLE SS LEGS SUPPORT. ANCHOR QUARRY TILE (QT-2) QUARRY TILE STRAIGHT TOP TO COUNTER TOP & TO FLOOR SUPPLIED COVE BASE (CB-1) AND INSTALLED BY KITCHEN EQUIPMENT (RE: FINISH SCHEDULE) 1/2" DUROCKAT BASE OF VENDOR COUNTER NOTE: ANCHOR P.T. 2x4 AT FLOOR SEE INTERIOR FINISH SCHEDULE FOR FINISHES 1 SECTION -FRONT COUNTER Scale: 3/4" = V-0" GENERAL NOTE: HEIGHT OF OPERATING PART AP-14 OF DRINK MACHINES AND WC_1 OTHER DISPENSING DEVICES CAR SIDING SHALL COMPLY WITH SECTION 308-FBC-A AND 2010 ADA PROVIDE WOOD BRACE CENTER FINISH ENTIRE WALL INCLUDING PAINTING LINE OF COUNTER PRIOR TO INSTALLATION OF MILL WORK 3/4" PLYWOOD FACING W/ PLASTIC LAM. FINISH TO MATCH DOORS 1/2" PLYWOOD CABINET FLUSH MOUNTED DOORS W/ PLASTIC LAM. FINISH W/ (4) STAINLESS STEEL, WIRE PULLS AND PIANO HINGES, (2) PER DOOR S.S. LEGS 22 cc OV F Z 2 Q z wLDa >w� o70 O0< U 11 VERIFY IN FIELD 2 INTERIOR ELEVATION - SELF -SERVE COUNTER Scale: 3/4" = V-0" 4'-74" SALES Id V KITCHEN 4 ENLARGED PLAN - FRONT COUNTER CUT-OUTS Scale: 3/4" = V-0" 2" COOLER DOOR SWEEP GASKET SLOPE SETTING BED 1/8" PER FOOT TO COOLER DOOR QUARRY TILE TO BUILDING SLAB 7 SECTION DETAIL - W.I.B. DOOR Scale: 1-1/2" = V-0" WALK-IN WALL a N � `L FULL LENGTH .040 ALUM. CLOSURE ANGLE W/ HEMMED EDGES W/ SILICONE BEAD CONT. EACH SIDE BUILDING WALL 8 FLASHING DETAIL - W.I.B. Scale: 3" = V-0" 3 FRONT COUNTER ELEVATION Scale: 3/4" = V-0" TO SUPI BLOCKING REQUIF COORD KITCI EQUIPMI VENE E IALL TILE & BASE SETTING BED =R FOOT TO STRUCTURAL FOR �DATION O SECTION DETAIL - W.I.B. WALL Scale: 1-1/2" = V-0" UILDING WALL 2" EXPANSION GAP FULL LENGTH .040 ALUM. CLOSURE ANGLE/WALL END CAP W/ HEMMED EDGES W/ SILICONE BEAD CONT. EACH SIDE -WALK—IN WALL 9 FLASHING DETAIL - W.I.B. Scale: 3" = V-0" TE: E FINISH SCHEDULE LFOR INSTALLER TO ENSURE ADEQUATE MATERIAL LIST. A 14 CLEARANCE FOR TRASH CAN / 'LY ACCESS TO ELECTRICAL BEHIND AS SHELVING ED, REGISTER REGISTER 1/2 " PRE-FAB SOLID SURFACE W/ COUNTER TOP. VERIFY W/FINISH iEN \\ SCHEDULE ACTUAL COLOR OF _NT gtC4 COUNTER OR BAG HOLDER O © 0 O _ CASH DRAWER CASH DRAWER > 0 7 . U C7 UNDER COUNTER CLJP ADJUSTABLE 1 1/2" S.S. LEGS Q 3 DISPENSERS, INSTALL PER SUPPLIED AND INSTALLED MANUF. INSTRUCTIONS. BY G.C., TYP. 5 INTERIOR ELEVATION - FRONT COUNTER REAR ELEVATION Scale: 3/4" = l'-0" �UNDERMOUNT SHELVING SUPPLIED BY KITCHEN EQUIPMENT VENDOR AND INSTALLED BY G.C., TYP. NOTE: SEE SHEET S-1 FOR FOUNDATION DETAILS AND ADDITIONAL NOTES. G.C. TO COMPLY WITH ALL W.I.B. MANUFACTURER RECOMMENDATIONS FOR PREPARATION AND INSTALLATION OF W.I.B. SLAB. COOLER REFRIGERATION SHALL BE SIZED TO MAINTAIN 34 DEG. F. FREEZER REFRIGERATION SHALL BE SIZED TO MAINTAIN -10 DEG. F. WALK-IN COOLER SHALL BE PROVIDED WITHOUT FLOOR. WALK-IN FREEZER SHALL BE PROVIDED WITH 4" INSULATED FLOOR AND INTERIOR RAMP AT DOOR. THE WALK-IN MANUFACTURER WILL PROVIDE: 1) THE WALK-IN COOLER & FREEZER 2) REFRIGERATION EQUIP. SIZED TO MEET POPEYES REQUIREMENTS, FACTORY ASSEMBLED AND WITH LOWAMBIENT CONTROLS, INCLUDING ALL WIRING, REFRIGERATION PIPING, W/ REMOTE UNITS MOUNTED ON S.S. RAILS LOCATED ON THE ROOF, AND READY FOR FINAL CONNECTION TO ALL NECESSARY UTILITIES. 3) DELIVERY OF THE BOXES 4) FLASHING KITS AS NOTED 5) CONTRACTOR TO INSTALL WALK-IN BOX AND REFRIG. IT SHALL BE THE RESPONSIBILITY OF THE G.C. TO CONTACT WALK-IN BOX PROVIDER AND OBTAIN A COPY OF THE SHOP DRAWINGS FOR THIS PROJECT PRIOR TO ROUGH IN OF UTILITIES FAILURE TO OBTAIN SHOP DRAWINGS PRIOR TO ROUGH IN WILL NOT RESULT IN EXTRA CHARGES TO THE OWNER FOR RELOCATION OF UTILITIES, 11 WALK-IN COOLER BOX NOTES 0 ) I SELF CLOSING -INGES 2" DIAL THERMOMETER DILOT SWITCH 34" FLUSH BOTTOM DOOR METAL CLOSURE PANEL 3ETWEEN TOP OF COOLER AND CEILING STAR TREAD KICK PLATE 1 2 KITCHEN ELEVATION Scale: 3/8" = V-0" 3" 3'4%' 3" 11R„ 3„ R, 3„ 1'-111, 6 WALK-IN FLOOR PLAN Scale: 1/2" = V-0" 0 w U O a w w w m 0 F- O z LU Q LU w 2 H I- 2 U a_ o_ O 0 F- Lu w LU LLJ N w Of J Co Co a X W W m Ncp M m m J m m L1.1 d LL (D (D m z o of L N N LL Lu H Lu Z_ U (D Q LL J � J m � J W Y > c0 m JJ z W V M J W z Z @ v v @ > N W 0 � M z o @o J o N 6 E z N N r o 0 g a N n a U Z L11 Q m U) W D- w = LU N Q LL w ~ o p s Q z p L LLJ J > = o C14 w Q = ZD 0 W pop meI z Lu O ___J U L � J p 1 v M LL 1 Z W � Vy N W — L � U w a r0 o o Q 1_u 0 0 z Q z _0 F_ U W w F_ z 0 U 0 Lij LJ_ w J J 0 H w 0 W U >L� fSEALEL yG m' .D DAT TEE HUTTER III FL,REG. 98913 U) _j RELEASE DATE i COMMENT RESPONSE 03/28/19 2 KITCHEN REVISION 06/26/19 3 OWNER REVISION 01/02/20 a 5 6 PROJECT NO. 2018-002 ISSUE DATE 12/21/18 0 u C C is 1 ENLARGED RESTROOM FLOOR PLAN Scale:1l2"=1'4' ALL DIMENSIONS THIS SHEET ARE FROM FINISHES, U.N.O. SPECIFICATIONS: DIVISION 10: SPECIALTIES SECTION10A: TOILET ACCESSORIES GENERAL PROVISIONS 1. SCOPE: INSTALL TOILET PARTITIONS WHERE APPLICABLE, TOILET ACCESSORIES, AND RELATED HARDWARE AS SHOWN ON PLANS OR INSTALLATION DRAWINGS, 2. SUBMISSIONS: PROVID L INS LL�ll "ION DRAWINGS TO OWNER'S REPRESENTATIVE SHO1 G' 4E ,. = AND LOCATION OF EACH COMPONENT AND RC J� CPC 11N , SIZES AND MOUNT WG HEIGHTS. IABELALL CO NE J-G ) tr-SPONDTOINSTRUCTIONS FOR EASE OF INSTALLA'il N. MATERIALS 1. DOORS FOR TOILET COMPARTMENTS WHERE APPLICABLE WITH STUD WALL PARTITIONS SHALL BE 3/4" X 58" HIGH TOILET STALL DOORS WITH STANDARD HINGES #502 CATCH SLIDE SURFACE STRIKE #5140 FOR OUTSWINGING DOORS, AND #5260 SURFACE STRIKE FOR IN -SWINGING DOORS, COAT HOOK WITH RUBBER BUMPER AT 48" O.C. 2. STALL DOOR HINGE JAMB: 1-1/4" X 1-1/4"X 8'-0" MILL FINISH ALUMINUM TUBE HINGE JAMB POST FOR TOILET STALL DOORS. PRE- DRILL FOR #12 SCREWS @ 8" O.C. 3. PANELIZED TOILET COMPARTMENTS & DOORS (WHEN SHOWN) SHALL BE MARLITE FLOOR -MOUNTED, OVERHEAD -BRACED TOILET PARTITIONS AND /OR FLOOR -MOUNTED, CEILING -BRACED URINAL SCREEN BY MARLITE WITH STAINLESS STEEL PILASTER SHOE COVERS. FINISH 927 FOLKSTONE (GRAY), MCP LAMINATE. DOORS TO HAVE COAT HOOK WITH RUBBER BUMPER. 4. ACCESSORIES REFER TO DRAWINGS. PERFORMANCE 1. INSTALL PARTITIONS, ACCESSORIES, AND HARDWARE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION DRAWINGS. RESTROOM ACCESSORIES SCHEDULE QUANTITY ITEM 2 R1 0 WALL MOUNTED MIRROR, CHANNEL FRAME 18"x36" - GAMCO C-18x36 2 R20 SURFACE -MOUNTED DOOR BUMPER - BOBRICK B-6877 4 R 22 HEAVY DUTY CLOTHES HOOK - BOBRICK B-2116 NOT USED 2 R 40 ROLL TOILET TISSUE DISPENSER - BOBRICK B-2890 2 R 50 GRAB BAR, STRAIGHT, SNAP FLANGE, 36" - GAMCO 150-S x 36" 2 R 51 GRAB BAR, STRAIGHT, SNAP FLANGE, 42" - GAMCO 150-S x 42" 0 R 52 GRAB BAR, STRAIGHT, SNAP FLANGE, 18" - GAMCO 150-S x18" 1 R60 SANITARY NAPKIN DISPOSAL, SURFACE MOUNT - BOBRICK B-270 2 N 80 BABY CHANGING STATION, SURFACE MOUNT - KOALA KARE KB101-00 2 N81 WALL MOUNT HAND SINK, AMERICAN STANDARD, 9141.011 2 N 82 RECESSED PAPER TOWEL DISPENSER AND WASTE RECEPTACLE, BOBRICK B-43944 2 N 83 RECESSED ELECTRIC HAND DRYER, BRUSHED STAINLESS STEEL - XLERATOR XL-SB 2 N 84 TOILET, FLOOR MOUNT, TANK TYPE - AMERICAN STANDARD 2467.016 ALL RESTROOM ACCESSORIES FURNISHED AND INSTALLED BY CONTRACTOR, EXCEPT SOAP DISPENSER. ACCESSIBILITY NOTES: ADA{ANSI A117.1 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHALL BE DISPLAYED AT ALL ACCESSIBLE RESTROOM FACILITIES AND AT ACCESSIBLE BUILDING ENTRANCES UNLESS ALL ENTRANCES ARE ACCESSIBLE. INACCESSIBLE ENTRANCES SHALL HAVE DIRECTIONAL SIGNS INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE. 2. RECEPTACLES ON WALLS SHALL BE MOUNTED NO LESS THAN 15" ABOVE THE FLOOR. EXCEPTION: HEIGHT LIMITATIONS DO NOT APPLY WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE OR WHERE ELECTRICAL RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING OCCUPANTS, 3. WHERE EMERGENCY WARNING SYSTEMS ARE PROVIDED, THEY SHALL INCLUDE BOTH AUDIBLE AND VISUAL ALARMS. THE VISUAL ALARMS SHALL BE LOCATED THROUGHOUT, INCLUDING RESTROOMS, AND PLACED 80" ABOVE THE FLOOR OR 6" BELOW CEILING, WHICHEVER IS LOWER, 4. DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE HARDWARE (i.e. LEVER -OPERATED, PUSH -TYPE, U-SHAPED) MOUNTED NO HIGHER THAN 48" ABOVE THE FLOOR. 5. FLOOR SURFACES SHALL BE STABLE, FIRM, AND SLIP -RESISTANT. CHANGES IN LEVEL BETWEEN 0.25" AND 0.5" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2", CHANGES IN LEVEL GREATER THAN 0.5" REQUIRE RAMPS. CARPET PILE THICKNESS SHALL BE 0.5" MAX. GRATINGS IN FLOOR SHALL HAVE SPACES NO GREATER THAN 0.5" WIDE IN ONE DIRECTION. DOORWAY THRESHOLDS SHALL NOT EXCEED 0.5" IN HEIGHT. A" 6. GRAB BARS REQUIRED FOR ACCESSIBILITY SHALL BE 1.25"-1.50" IN DIAMETER WITH 1.5" CLEAR SPACE BETWEEN THE BAR AND THE WALL. 7. ACCESSIBLE WATER CLOSETS SHALL BE 17"-19" FROM FLOOR TO THE TOP OF THE SEAT, GRAB BARS SHALL BE 36" LONG MINIMUM WHEN LOCATED BEHIND WATER CLOSET AND 42" MINIMUM WHEN LOCATED ALONG SIDE OF WATER CLOSET, AND SHALL BE MOUNTED 33"-36" ABOVE THE FLOOR. 8. ACCESSIBLE URINALS SHALL BE STALL -TYPE OR WALL HUNG WITH ELONGATED RIMS AT A MAXIMUM OF 17" ABOVE THE FLOOR. 9. ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34" ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 29" ABOVE THE FLOOR TO THE BOTTOM OF THE APRON. 10. ACCESSIBLE SINKS SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34" ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 27" HIGH, 30" WIDE, AND 19" DEEP UNDERNEATH SINK. THE SINK DEPTH SHALL BE 6.5" MAXIMUM. 11. HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER 12. ACCESSIBLE LAVATORIES AND SINKS. ACCESSIBLE LAVATORIES AND SINKS SHALL HAVE ACCESSIBLE FAUCETS (i.e. LEVER -OPERATED, PUSH -TYPE, ELECTRONICALLY CONTROLLED.) 13. WHERE MIRRORS ARE PROVIDED IN RESTROOM, AT LEAST ONE SHALL BE PROVIDED WITH THE BOTTOM EDGE OF THE REFLECTIVE SURFACE NO HIGHER THAN 40" ABOVE THE FLOOR. GENERAL NOTE: 1.) SEE INTERIOR FINISH SCHEDULE (SHEET A2) cr r C C• 0 P-7 � T-3 7 P-7 P-7 NOTE: M-2 FLUSH CONTROL SHALL M-2 MOSAIC TILE BE ON THE WIDE SIDE OF MOSAIC T-3 THE WATER CLOSET TILE CLEAR FLOOR SPACE. j T-3 1 R10 Q R10 N83 J N83 SOAP DISPENSER U PROVIDED BY VENDOR N R50 N81 I I T R51 N81 f �J R40 x00 co t � �F Co ` Q V C`-) M V 7 C') ADA R CB1 APPROVED ✓ CB1 ADA DRAIN BOOT APPROVED DRAIN BOOT f I -L PER MFR. FICATIONS 91 M-2 MOSAIC TILE 1 I I N82 00 0 MENS RESTROOM M-2 MOSAIC TILE I N82 21-8" I I 00 v 0 E CB1 M-2 MOSAIC TILE Q CO LL 0 D_ 0 NOTE: FLUSH CONTROL SHALL BE ON THE WIDE SIDE OF THE WATER CLOSET CLEAR FLOOR SPACE, G 01 INSTALL PEI SPECIFICA P-7 T-3 Q LJ R10 N83 U SOAP DISPENSER PROVIDED BY VENDOR r I I N81 x Q ADA CBI APPROVED APPROVED DRAIN BOOT DRAIN BOOT WOMENS RESTROOM B1 T � P-7 T T-3 J � J m � J w U � WCo D W 0 R a w w o cn '3O ..-+.+Ni I- > y E 1 0 w U 0 0 a_ w w w m O 0 z w Q w _ ui U Lu w _ z 0 m W D_ w 0 z Q z w U 0 0 w U) w F-- O I-__ U) _ 0 F Lu w 0- 0 o' a Lu w 0 J J a 0 Z H CD 0 U H w Cr w CO w o- J Co wLu o' x x w Cn J I U Z LU 0 J Q Co J UO 0- W J = U N rn w ~ I- QQ z Q w W J > U O � LU = � 0 � popeves Z W O U) Un wJ Q i w c y W B a- C'4 w O ti a a_ J o Z O w 0 Q Q J C� G O O U) w M w Q z w SEAL OF �P P IEi yG9�� Co.. • O 11020:� ED HAROLD DAN C UTTER III FL.REG. 98913 RCLCAJC UHIC COMMENT RESPONSE 03/28/19 2 KITCHEN REVISION 06/26/19 a OWNER REVISION 01/02/20 a 5 6 PROJECT NO. 2018-002 ISSUE DATE 12/21118 DRAWN CHECKED GM HDH r SHEET NO. 2 RESTROOM INTERIOR ELEVATIONS Scale: 1l2"=l'-0" A15