Loading...
HomeMy WebLinkAboutA2 Architectural PlanF.E.C.A4.42 A4.2 6 7 5 A4.2 9 3 4 1 A4.1 9 A4.2 2 1 4 3 8 10 A4.5 0 A4.211 12 13 2 A5 A4.2 15 14 A4.31 2 3 4 A4.3 5 A4.3 6 A4.3 7 A4.3 8 9 A4.3 10 A4.3 11 12 13 14 12 16 12 15 16 16 16 10 14 15 12 TYP 17 14 TYP 12 10 14 19 18 9 TYP 13 7 3 TYP 13 7 9 TYP 13 7 7 5 5 11 8 7 Host 102 Bar Dining 107 East Dining 106 Northeast Dining 109 North Dining 110 Corridor 103 Restrooms 105 Vestibule 101 Expo 112 Trash 120 Office 118 Vestibule 104 Cooler 116 Cooler 117 Dish Room 114 Bar Service 108 Patio 122 Patio 121 Northwest Dining 111 Line 113 Prep 115 BOH 119 7 18 A1B A1B A1B K1 K1K1 A2 A2 1 17 A1 A1B A1 A1B A1 A1 A1 A1 3 A5 4 A5 1 A5 5 A5 10 A5 B2 A5.1 B1 A5.1 D1 A5.1 A5.1 D2 E2 A5.1 A5.1E1 20 4 10 10 C1 C1 C1 K1B C1 A1B C1 A1B K2C1C1 C1 C1 C1 K3 K3 K3 K1B K1C 2 A1 2 A3 A3 A3 A3 A3 A3 A3 21 19 19 8' - 8" 2' - 6 1/4" verify w/ booth manuf. 9' - 4 1/4" 2' - 3" verify w/ booth manuf. 9' - 0 1/8" 2' - 3" verify w/ booth manuf. 9' - 0 1/8" 3' - 5 1/2" 8' - 5 3/8" 1' - 8 1/8" 19 5' - 6"13' - 3 1/4" 3' - 4 3/4" 14' - 4 3/4" 3' - 7 3/4" 5' - 9 5/8" 4' - 6 3/8" 5' - 11 7/8" 5' - 11 3/4" 4' - 0 3/4" 5' - 11 3/4"4' - 0 3/4" 5' - 9 7/8"3' - 6 1/4" Hold for 9'-0" Sink9' - 0"3' - 6 1/2" 5' - 10 7/8" 16' - 6 3/8" 8' - 0 5/8" 5' - 4 5/8" 4' - 7 3/8"4' - 5 1/4" 5' - 9 3/8" 5' - 9 3/4"0"10' - 0" 6' - 5" 4' - 11 7/8" 5' - 6 3/4" 12' - 2 1/8" 4' - 9 1/8" 5' - 3 3/4" 14' - 2 1/2" 14' - 9 1/8" 10' - 4 1/8" 4' - 6" 1' - 5 1/8" 2' - 3 7/8" 36' - 3 1/2" 1' - 7" verify w/ booth manuf. 27' - 6 1/8"3' - 10"5' - 2 5/8" 12' - 8 3/8"11' - 0 3/4" 10' - 4 3/8" 4' - 8 1/2" 3' - 1" 2' - 0 3/8" 4' - 0 7/8" 5' - 10" 7' - 0 1/4" 12' - 3 1/2"15' - 9 3/4" 16' - 10 5/8" 4' - 6 7/8" 7' - 6 3/8" 3' - 4" 4' - 6 1/8" 24' - 9 1/8" 6' - 0" 8' - 9 7/8" 18' - 8 1/2" 5' - 3 1/4" 4' - 1" 4' - 4 5/8" 1' - 10 3/4" 7' - 1 1/2" 19' - 2 1/8" 6' - 2 5/8" 1' - 2 1/8" 12' - 0 1/8" 1' - 5 1/4" 4' - 1 1/2" 10' - 7 5/8" 8" 5' - 1 1/4" 8" 5' - 1 1/4" 8" 5' - 1 1/4" 8" 2' - 9 1/8"2' - 0 1/8" 2' - 0 3/4" 4' - 5 1/2" 8" 3' - 5 7/8" 1' - 6" 6' - 7 7/8" 8" 5' - 10" 8' - 4 3/8" 6' - 11 3/4" 4' - 4" 16' - 4 1/8" 10' - 0"8" 5' - 11 7/8" 8" 6' - 4 1/8" 8" 6' - 4" 8" 2' - 7 1/8" 8" 5' - 0" 8" 3' - 7 3/8" 8" 19 13 7/8"0"0"10 5/8" 1' - 4" 13 3' - 5 1/2" 8" 3' - 10 7/8" 11' - 3 3/4" 1' - 5 1/2" 19 13 2' - 0 1/8" 9' - 10 1/2" 22' - 2 1/4" 22 22 22 22 221' - 6"1' - 10 5/8" 22 22 102 EX-101 112A 112B EX-110 EX-109 105A 105B 105C 105D 118 EX-104 104 119 railing length9' - 6"planter length9' - 0"planter length9' - 0"planter length9' - 0"railing length9' - 6"planter length8' - 0"planter length3' - 0"planter length 3' - 0" A4.411 A4.4 10 A4.4 12 A4.4 8 9 6 7 109A 109B 109C A5.2 2 A5.1 C1 14' - 0" 23 23 13 A4.4 3 A5.3 A2 K4K4 K4 A3 A3 A2 A2 A1 A1 A1 A1 A1 A1 A1 A1 A1BA1 A1B K1B K3 24 24 24 19 19 TYP 13 19 19 20 20 20 TYP 17 18 18 18 13 TYP 13 13 5 A5.3 120 25 25 25 25 25 25 25 Indicates existing to remain. Indicates new construction Indicates batt insulation within wall. Batt thickness based on stud size. Provide sound selant continuous at all joints at interior locations. Refer to specifications sheet for additional information. LEGEND - ARCHITECTURAL PLAN STUD HEIGHT LIMITATIONS Size Gauge/Thickness Max. unsupported height at 16" O.C. (L/240 deflection, gyp both sides) 1-5/8" 20Ga./30mils 8'-5" 2-1/2" 3-5/8" 6" 8" 20Ga./30mils 11'-7" 20Ga./30mils 15'-6" 18Ga./43mils 17'-5" 20Ga./30mils 22'-11" 18Ga./43mils 26'-1" 16Ga./54mils 27'-11" 18Ga./43mils 32'-9" 16Ga./54mils 35'-2" 14Ga./68mils 38'-1" 1. Use gauge and type of stud indicated on plan U.N.O. Verify height requirements using this chart. Notify architect imediately if conflict arises. 2. No gauges lower than 20. 3. Based on interior non-structural, non-composite limiting wall height tables. Partitions with one layer gypsum board each side. L/240 deflection-5psf load. Per 2012 SSMA product technical information bulletin (ICC ESR #3064P). 4 7/8"5/8"3 5/8"5/8" New 4 7/8" Partition New 7 1/4" Partition -One Sided 5/8" gypsum board on each face of 6", 20 gauge, metal studs at 16" centers. Diagonally brace studs to deck/structure 48"O.C. max.5/8" 6"5/8" 5/8" 5/8" Partition 5/8" gypsum board over existing Landlord-provided metal studs. 3 5/8" METAL STUD PARTITIONS 5/8" gypsum board on each face of 3 5/8", 20 gauge, metal studs at 16" on center. Extend partition 6" above finished ceiling. Diagonally brace studs to deck/structure 48"O.C. max.1/8"5/8"3 5/8"5/8"1/8"New 5 1/8" Kitchen Partition 22 gauge brushed stainless steel or white FRP over 5/8" durock ripper to 12" A.F.F. with 5/8" FRT plywood above, both sides of 3 5/8", 20 gauge metal studs at 16" centers. Diagonally brace studs to deck/structure 48"O.C. max. Refer to finish plans for finish extents.5 1/8"1/8"5/8"5/8"2 1/2"1/2"5/8"5/8"1/8"New 5 3/4" Kitchen Partition -UL U454 22 gauge brushed stainless steel panels over (2) layers 5/8" durock cementitious board to 18" above the top of hood over 2 1/2" metal studs. 22 gauge brushed stainless steel panels over (2) layers 5/8" durock cementitious board to 18" above the top of hood over 1/2" steel furring channel other side. Refer to UL detail. A3 A2 A1 1/8" 5/8" New 4 3/8" Kitchen Partition -Plywood White FRP over 5/8" durock ripper to 12" A.F.F. with 5/8" exterior grade FRT plywood.1/8"5/8"6"5/8"1/8"New 7 1/2" Kitchen Partition 7 1/2"K1 K4 K3 K2 KITCHEN/ SERVICE AREA PARTITIONS WALL TYPES 1. All gypsum board in restrooms and kitchen to be moisture resistant. 2. Provide waterproof membrane at base of all restroom walls. Refer to typical base details. 3. All soffits to match A1 unless noted otherwise. 4. 3/4" x 3" pressure treated plywood furring (vertical) at 16" O.C. behind gyp at all CMU/concrete wall furring locations. 5. Runner track gauge to match stud. 6. Confirm all stud selections using the stud height limitation chart below. 7. Walls over 12'-0" high to be laterally braced with 1-1/2", 16Ga. channel clips anchored to metal studs. A1B New 4 1/4" Partition -One Sided Same as above, gypsum board one side only.7 1/4"4 3/8" Partition -One Sided Same as above, finish and FRT plywood one side only. K1B Combined Partition -A2/K2 A2 on dining side and K1 on kitchen side. Refer to finish plans for finish extents. C1 COMBINED PARTITIONS 3/4" 5 3/4"22 gauge brushed stainless steel or white FRP over 5/8" durock ripper to 12" A.F.F. with 5/8" FRT plywood above, both sides of 6", 20 gauge metal studs at 16" centers. Diagonally brace studs to deck/structure 48"O.C. max. Refer to finish plans for finish extents.© 2021 - All Rights Reserved. No portion(s) of this document may be reporoduced without written approval of Design CollectiveArchitect, License # Expiration Date: December 31, 2021 PROJECT NO. INITIAL ISSUE DATE REVISIONS PROJECT STATUS 8/5/2021 3:58:07 PM A2 Architectural Plan 1090.02 The Proscenium Building 31200 S. Rangeline Rd., Carmel INJune 4, 2021 AR11900062 For Permit OWNER TJKKitchens&Brewpubs 4022 North Hampton Dr. Powell, OH 43065 Tel: 614-406-3905 Email: thad@101beerkitchen.com ARCHITECT Design Collective Architecture 151 East Nationwide Blvd. Columbus, OH 43215 Tel: 614-464-2880 Email: mtoddy@dcollective.com STRUCTURAL ENGINEER Jezerinac Geers & Associates 5640 Frantz Rd. Dublin, OH 43017 Tel: 614-766-0066 Email: dschoeff@jgaeng.com MEP ENGINEER Prater Engineering 6130 Wilcox Rd. Dublin, OH 43016 Tel: 614-766-4896 Email: bcaines@praterengr.com GENERAL CONTRACTOR Capitol Construction Services, Inc. 11051 Village Square Lane Fishers, IN 46038 Tel: 317-574-5488 Email: kschott@capitolconstruct.com LANDLORD Novo Development Group 1215 S. Rangeline Rd. Carmel, IN 46032 Tel: 317-708-9400 Email: thill@novo.dev Contact: Thad Kittrell Contact: Matt Toddy Contact: Dave Schoeff Contact: Billy Caines Contact: Kevin Schott Contact: Tim Hill Scale: 1/4" = 1'-0" Architectural Plan 1 Concrete curb around perimeter of dish tank. Verify extents in field. Coordinate with FSE installation. 2 Hood above. Refer to FSE drawings. 3 Refer to bar detail sheet for bar construction and finish. 4 Refer to enlarged plan for RR dimensions, fixtures, and accessories. 5 Cooler. Maintain 2” air gap around perimeter. Refer to FSE drawings. 6 Provide 12” durock ripper and moisture barrier at base of all RR walls. Refer to typical base detail on sheet A5. 7 Refer to FSE drawings for kitchen equipment information. 8 Network rack mounted above office door. Refer to elevations and electrical drawings. 9 Built-in casework service station. Refer to details. 10 Patio slab to remain. Patch/repair as required. 11 Infill gap between cooler and adjacent wall with closer strip. Coordinate with KES. 12 Wood planters at patio extents. Refer to details. 13 Provide SKB Knee Brace Kit by Softforms at end of partial height walls. Refer to details. 14 Custom metal railing. Refer to details. 15 HSS tube steel sun shade support. Coordinate installation with manufacturer. 16 Sun shade sail system (above). 17 Patio system support column provided under separate cover. 18 Rework existing storefront as indicated. 19 Built-in millwork element. 20 Raised Platform: Floor Finish over 3/4" FRT sheathing over FRT 2x sleepers, typ. Provide rubber nosing typ. at all step locations. 21 GC to provide ramp and stainless steel at chute interior. Refer to details. 22 Align partition with existing construction. 23 Coordinate location of wall with hood installation in field. 24 Extend finish at existing partitions, typ. Refer to Finish plan. 25 Substitute/replace FRT exterior grade plywood for gypsum at extents indicated by dashed line. NORTH KEYNOTES - ARCHITECTURAL PLAN 1. Do not scale drawings. If dimensions are in question, the contractor shall be responsible for seeking clarification from Architect prior to construction. 2. All dimensions are from finished surface to finished surface, unless noted otherwise. GENERAL NOTES - ARCHITECTURAL PLAN #Description Date 1 For Permit 8/5/2021 1 10/06/21