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HomeMy WebLinkAboutA3-1 - REF CLG ENLARGED PLANS & DETAILSGENERAL RCP NOTES 1. THESE DRAWINGS ARE INTENDED TO OUTLINE THE GENERAL SCOPE OF THE WORK. CONTRACTORS SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING ANY WORK. CONTRACTORS SHALL ALSO BE RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND GENERALLY ACCEPTED TRADE PRACTICES. 2. ALL DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD, MASONRY, OR EXISTING WALL SURFACE, UNLESS NOTED OTHERWISE. 3. EACH CONTRACTOR SHALL VERIFY EXISTING CONDITIONS. CONTRACTOR SHALL REPORT ANY DISCREPANCIES OR OMISSIONS TO THE ARCHITECT. 4. COORDINATE THE REFLECTED CEILING PLANS WITH THE INTERIOR DESIGN DRAWINGS AS REQUIRED TO DETERMINE MATERIALS, CEILING HEIGHTS, AND FINISHES FOR ALL NEW CEILINGS AND ELEMENTS. 5. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE REFLECTED CEILING PLANS AND THE ELECTRICAL DRAWINGS. 6. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR FIRE ALARM AND EMERGENCY LIGHTING COMPONENTS. 7. COORDINATE ALL MECHANICAL SYSTEM BULKHEAD SIZES WITH MECHANICAL DRAWINGS PRIOR TO INSTALLATION OF SPRINKLER SYSTEM. 8. REFER TO ELECTRIC LIGHTING PLANS FOR FIXTURE QUANTITIES, MANUFACTURERS AND MODEL NUMBERS. THE REFLECTED CEILING PLAN IS FOR FIXTURE ORIENTATIONS, LOCATIONS AND CEILING GRID LAYOUT. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IF THE REFLECTED CEILING PLANS DIFFERS FROM THE ELECTRICAL LIGHTING PLANS. 9. SPRINKLER HEADS AND RECESSED CAN LIGHTS ARE TO BE LOCATED IN THE CENTER OF THE AFFECTED CEILING PANEL. WHERE THE CEILING PANEL HAS A CENTER REVEAL, THE SPRINKLER HEAD OR LIGHT FIXTURE SHALL BE LOCATED IN THE CENTER OF THE 2'x2' PORTION OF THAT CEILING PANEL. 2 x 4 FLUORESCENT FIXTURE RECESSED INCANDESCENT LIGHT SURFACE MOUNTED INCANDESCENT FIXTURE WALL MOUNTED VANITY LIGHT OUTDOOR WALL MOUNTED LIGHT FIXTURE EXIT LIGHT (W/ DIRECTIONAL ARROW) 1 x 4 FLUORESCENT FIXTURE E WALL SCONCE FIXTURE EMERGENCY LIGHT EXHAUST FAN/LIGHT COMBINATION FIXTURE PENDANT MOUNTED METAL HALIDE LOW-BAY FIXTURE LEGEND 2 x 4 ACOUSTIC CEILING SYSTEM GYPSUM BOARD CEILING ELEVATION MARKX'-X" X'-X" SEE REF. CLG. PLAN B. / CEILING (SEE ROOM FINISH SCHED.) 25 ga. 3 5/8" METAL STUD BRACING @ 48" O.C. (TYPICAL) 25 ga. 3 5/8" METAL STUDS @ 16" O.C. TO DECK ABOVE SCHEDULED CEILING 5/8" GYPSUM BOARD (TYP.) B. / CEILING (SEE ROOM FINISH SCHED.) 25 ga. 3 5/8" METAL STUD BRACING @ 48" O.C. (TYPICAL) 5/8" GYPSUM BOARD (TYP.) 25 ga. 3 5/8" METAL STUDS @ 16" O.C. TO DECK ABOVE SCHEDULED CEILING 25 ga. 3 5/8" METAL STUDS @ 16" O.C. TO DECK ABOVE SCHEDULED CEILING OFFSET BULKHEADTYP BULKHEAD TYP LARGE BULKHEAD 10'-2" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 10'-8" 10'-8" 1 2 3 4 5 9 5/8" 9 5/8" 102 101 106 113 103 104 112 113 105 107 108 111 110 109 1. HOLLOW METAL CASED OPENING LESS RABBETS. 2. PAIR OF ALUMINUM 21" SWING DOORS W/ VISION PANEL. 3. EXISTING DOOR AND FRAME TO REMAIN FOR RE-USE (VIF). REPLACE EXISTING PUSH / PULL AND DEADBOLT WITH EXIT DEVICE AS SHOWN IN THE HARDWARE SETS. 1. REFER TO THIS SHEET FOR DETAILED HARDWARE SET DESCRIPTIONS. VENDOR MUST OBTAIN APPROVAL OF DETAILED SHOP DRAWINGS BASED ON FIELD VERIFICATION OF EXISTING CONDITIONS PRIOR TO ORDERING MATERIAL. 2. VERIFY OPENING IN FIELD PRIOR TO SUBMITTING SHOP DRAWINGS AND FABRICATION. 3. COORDINATE FINAL KEYING SCHEDULE WITH OWNER. FIELD VERIFY ALL CONDITIONS PRIOR TO SUBMITTING SHOP DRAWINGS. 4. FIELD VERIFY ALL DOOR FRAME DEPTHS PRIOR TO FABRICATION. 5. ALL DOOR & FRAME GLAZING IN FIRE RATED LOCATIONS SHALL BE LAMINATED GLAZING TO ACHIEVE SPECIFED FIRE RATING. 6. ALL GLAZING IN EXTERIOR DOORS SHALL BE INSULATED TEMPERED GLASS. 7. USE MANUFACTURER'S DETAILS IF NO DETAIL IS SHOWN FOR HEAD / JAMB / SILL OR TRANSISTION CONDITION BETWEEN DISSIMILAR MATERIALS. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO FABRICATION OR INSTALLATION. GENERAL NOTES: REMARKS: LEGEND: TEMP. = TEMPERED ALUM. = ALUMINUM P = PAINT ST = STAIN HM = HOLLOW METAL CL = CLEAR BR = BRONZE ANNOD = ANNODIZED GENERAL ROOF NOTES 1. THESE DRAWINGS ARE INTENDED TO OUTLINE THE GENERAL SCOPE OF THE WORK. CONTRACTORS SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING ANY WORK. CONTRACTORS SHALL ALSO BE RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND GENERALLY ACCEPTED TRADE PRACTICES. 2. EACH CONTRACTOR SHALL VERIFY EXISTING CONDITIONS. CONTRACTOR SHALL REPORT ANY DISCREPANCIES OR OMISSIONS THAT MAY OCCUR TO THE ARCHITECT. 3. SCOPE NARRATIVE: THE SCOPE OF ROOF-RELATED WORK IS INTENDED ONLY TO INCLUDE THE INSTALLATION OF NEW ROOFTOP EQUIPMENT AND PENETRATIONS AS REQUIRED FOR THE INTERIOR TENANT BUILD-OUT. REMOVE AND REPLACE EXISTING ROOF COVERINGS AS REQUIRED TO PROVIDE WEATHER TIGHT INSTALLATION (MATCH EXISTING). FIELD VERIFY EXISTING CONDITIONS AND OBTAIN BUILDING OWNER / LANDLORD APPROVAL OF ALL ROOF AND BUILDING ENVELOPE RELATED PRODUCTS PRIOR TO FABRICATION AND INSTALLATION. 4. COORDINATE ROOF WORK WITH ROOFTOP MOUNTED EQUIPMENT AND MECHANICAL TRADES AS REQUIRED. 5. NOT ALL CONDITIONS NOR DETAILS ARE SHOWN TO GUIDE INSTALLERS. COORDINATE APPROVED ROOFING MEMBRANE SPECIFICATION AND MANUFACTURER WITH BUILDING OWNER / LANDLORD. FINAL APPROVED ROOF MEMBRANE PRODUCTS AND ACCESSORIES SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AS REQUIRED TO OBTAIN MANUFACTURER'S WARRANTY AS DIRECTED BY THE BUILDING OWNER / LANDLORD. 6. USE SINGLE-SOURCE FOR ROOF COMPONENTS AND STRICTLY ADHERE TO MANUFACTURER'S STANDARD CONSTRUCTION DETAILS FOR INSTALLATION REQUIREMENTS. SEALANT STAINLESS STEEL CLAMP RING PREMOLDED PIPE BOOT VENT PIPE SEALANT (CONT) MEMBRANE ROOFING SYSTEM (VIF) RIGID INSULATION STRUCTURAL SYSTEM (SEE STRUCATURAL PLANS) FIRST FLOOR 100'-0" T.O. STOREFRONT 110'-8" HP ROOF 119'-4" T.O. STOREFRONT 2 113'-4" FIRST FLOOR 100'-0" T.O. STOREFRONT 110'-8" HP ROOF 119'-4" T.O. STOREFRONT 2 113'-4"8'-0"3'-1" 3'-3"3'-3" 3'-1" 1 32 FIRST FLOOR 100'-0" T.O. STOREFRONT 110'-8" HP ROOF 119'-4" T.O. STOREFRONT 2 113'-4" 3'-3"1'-9" 8'-0"2 1 1 6 7 8 B C E F G H MAU RTU 2 EF 2 1 RTU 2 1 1 EF 2 1 EF 2 1 RTU 2 1 2 1 3 ROOF PLAN NOTES: 1. NEW ROOF MEMBRANE FLASHING AROUND NEW CURB. USE MATERIALS MATCHING EXISTING ROOFING SYSTEM AND MAINTAIN EXISTING ROOF WARRANTY. 2. PROVIDE TAPPERED SADDLE. 3. FLASH AROUND VENT THROUGH ROOF. EXTERIOR ELEVATION NOTES: 1. PROVIDE WINDOW FILM OR SIGNAGE CLING TO OBSCURE VIEW THROUGH GLAZING AT THIS PANEL. 2. PROVIDE 1" INSULATED GLAZING PANEL AT FORMER DOOR LOCATION. ALTER / ADD MULLIONS AS REQUIRED TO MATCH ADJACENT OPENINGS. 3. PROVIDE NEW DOOR LEAF AND HARDWARE IN EXISITNG OPENING. ALTER EXISTING MULLIONS AND GLAZING AS REQUIRED. MATCH DETAILING OF ADJACENT OPENINGS. 4. INSTALL SALVAGED DOOR LEAF AND HARDWARE IN EXISITNG OPENING. ALTER EXISTING MULLIONS AND GLAZING AS REQUIRED. MATCH DETAILING OF ADJACENT OPENINGS. RCP NOTES: 1. EXPOSED STRUCTURE (SEE INTERIOR FINISH SPECIFICATIONS). 2. PREFINISHED ALUMINUM CEILING AT WALK IN COOLER. 3. PREFINISHED ALUMINUM PANEL FROM TOP OF WALK IN COOLER TO SUSPENDED CEILING. 4. PREFINISHED ALUMINUM PANEL FROM TOP OF HOOD TO SUSPENDED CEILING. 5. BULKHEAD, TRACK AND SUPPORT BEAM. REFER TO FOLDING WALL DETAILS. STATE OF 900019 No.MICH A E L W .HAL S T EADI ND I A N AREGISTER E DA RCH I T E C T PROJECT NUMBER DATE 1139 SHELBY STREET INDIANAPOLIS, IN 46203 317.684.1431 CERTIFIED BY: 123 EAST THIRD ST. MARION, INDIANA 46952 765.662.9372 www.halstead-architects.com REVISIONS ISSUE DRAWING © 2019 Halstead Architects All Rights ReservedREV 1 - CARMEL PLAN REVIEW - 10/14/2020 - - - - - - 100% CONSTRUCTION DOCS. - 09/01/2020HAMILTON COUNTY | CLAY TOWNSHIPA3.1 2026INTERIOR TENANT FINISH FORSEPTEMBER 1, 2020 REF. CLG., ROOF, ENLARGED PLANS, SCHED. & DETAILSSITARA INDIAN CUISINE13080 GRAND BLVDCARMEL, INDIANA 46032SCALE: 1" = 1'-0" 7 BULKHEAD DETAILS TYPICAL SCALE: 1/8" = 1'-0" 1 REFLECTED CLG. PLAN TENANT AREA DOOR SCHEDULE DOOR NO. DOOR HARDWAREFRAME FIRE RATING REMARKS DOOR NO.MAT'L FINISH SIZE GLASS MAT'L GLASS FINISH DEPTH WIDTH HEIGHT THICK. 101 ALUM CL ANNOD 3'-0" 7'-10" 0'-1 3/4" TEMP 1 ALUM TEMP BR ANNOD 4 1/2" 0 101 101A EXIST EXIST 3'-0" 7'-10" EXIST 4 EXIST EXIST EXIST EXIST 0 3 101A 103 WD ST 3'-0" 7'-0" 0'-1 3/4" N/A 2 HM N/A PT 5 3/4" 0 103 105 WD ST 3'-0" 7'-0" 0'-1 3/4" N/A 2 HM N/A PT 5 3/4" 0 105 107A ALUM CL ANNOD 1'-8 5/8" 7'-0" 0'-0 5/8" TEMP 2 HM N/A PT 5 3/4" 0 1, 2 107A 107B N/A N/A 3'-6" 7'-0" 0'-1 3/4" NA N/A HM N/A PT 5 3/4" 0 1 107B 108A N/A N/A 3'-6" 7'-0" 0'-1 3/4" N/A N/A HM N/A PT 5 3/4" 0 1 108A 108B N/A N/A 3'-6" 7'-0" 0'-1 3/4" N/A N/A HM NA PT 5 3/4" 0 1 108B 109 ALUM BR ANNOD 3'-0" 7'-10" TEMP 4 ALUM TEMP BR ANNOD 4 1/2" 0 109 113 ALUM BR ANNOD 3'-0" 7'-10" 0'-1 3/4" TEMP 1 ALUM TEMP BR ANNOD 4 1/2" 0 113 SCALE: 1" = 1'-0" 6 DETAIL (TYP.) VENT PIPE BOOT SCALE: 1/8" = 1'-0" 5 EAST ELEVATION PARTIAL SCALE: 1/8" = 1'-0" 4 NORTH ELEVATION PARTIAL SCALE: 1/8" = 1'-0" 3 SOUTH ELEVATION PARTIAL SCALE: 1/8" = 1'-0" 2 ROOF PLAN PARTIAL SET #1 – ALUMINUM ENTRANCE DOOR 1 SINGLE DOOR LEAF 3’ -0” X 7’- 0 X 1 ¾ “ ALUMINUM DOOR IN 4 1/2"” FRAME, PIVOT HINGE: 3 REQUIRED CLOSURE: LCN 4040 SERIES OR APPROVED EQUAL. THRESHOLD: 6” WIDE – 272 BY PEMKO PULL: MATCH OTHER EXISTING CYLINDER LOCK: MATCH EXISTING KEYING BALANCE OF HARDWARE BY DOOR MANUFACTURER ( SEALS) SALVAGE AND REUSE HARDWARE WHERE POSSIBLE SET #2 1 SINGLE DOOR LEAF, 3’ – 0” X 7’ X 1 ¾” SOLID CORE WOOD DOOR IN 5 ¾” HOLLOW METAL FRAME. 3 HINGES: 4 ½” X ½”, BY BB1168, 626 HAGER KICK PLATE: 194S 8 X 2” LDW, 630 BY HAGER, ONE ON PUSH SIDE. WALL STOP: 234W BY HAGER, US 26D LOCKSET: AUR 8802FL IND (W/OCCUPANCY INDICATOR) 626 BY YALE – LEVER HANDLE STRIKE SHALL BE 32D FINISH SET #3 1 PAIR DOOR LEAFS, 1’ 8” X 7’ – 0” X 5/8" ANNODIZED ALUM DOORS W/ 10" X 10" TEMPERED SPY GLASS IN 5/3/4” HOLLOW METAL FRAME. 4 HINGES: SPRING LOADED PIVOTS SET #4 – ALUMINUM ENTRANCE DOOR 1 SINGLE DOOR LEAF 3’ -0” X 7’- 0 X 1 ¾ “ ALUMINUM DOOR IN 4 1/2"” FRAME, PIVOT HINGE: 2 REQUIRED CLOSER: LCN 4040 SERIES OR APPROVED EQUAL. THRESHOLD: 6” WIDE – 272 BY PEMKO LOCKSET: PROVIDE GRADE 1 PANIC EGRESS DEVICE MATCHING EXISTING BUILDING HARDWARE MFR AND COLOR. CYLINDER LOCK: MATCH EXISTING KEYING BALANCE OF HARDWARE BY DOOR MANUFACTURER (SEALS) HARDWARE SCHEDULE: 1 10/20/20