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HomeMy WebLinkAboutA610 - DOOR SCHEDULE, PARTITION TYPES, AND DETAILSNOTE: • SIMILAR WHERE DECK FLUTES ARE PARALLEL TO PARTITION • DO NOT FASTEN GYP. BD. TO PRIMARY RUNNER. ATTACH ONLY TO VERTICAL STUDS AND SECONDARY RUNNER. STRUCTURAL DECK ELONGATED PRIMARY RUNNER FASTENED TO DECK WITH #10 TEKS 16" O.C. SCREW TO BE ONLY AS LONG AS DECK FLUTE IS DEEP TO NOT PUNCTURE VAPOR BARRIER 1" FIRE SPRAY OR CAULK CONTINUOUS (BOTH SIDES) FRICTION FIT SECONDARY RUNNER IN PRIMARY RUNNER SECONDARY RUNNER WALL AS SCHEDULED NOTE: • STAGGER SIDES AT EACH BRACE • WHERE BRACING IS EXPOSED, RUN VERTICAL STUDS TO STRUCTURE ABOVE 6"CLIP ANGLES FASTEN TO DECK WITH #10 TEKS 45 DEGREE MTL DIAGONAL BRACING AT 4'-0" O.C. CEILING AS SCHEDULED FRAMING PARTITION AS SCHEDULED PROVIDE HILTI X-DNI 32 P8S15 AT 24" O.C. (ICBO #1663) METAL TRACK W/ (2)#10 TEKS ATTACHED AT EACH 16" O.C. STUD AS REQ (ICC ESR-1976) METAL GYP BOARD PARTITION GENERAL NOTES 1.ALL PARTITIONS INDICATED ON THE PLANS SHALL COMPLY WITH THE FOLLOWING CRITERIA. SEE PLANS FOR SPECIFIC PARTITION TYPE, RATINGS AND VARIATION CODE REQUIREMENTS. 2.ALL PARTITIONS SHALL BE TYPE A3, TYP. UNO. SEE PLANS. 3.ALL PARTITIONS, WITH THE EXCEPTION OF FURRING PARTITION AROUND COLUMNS, SHALL BE ACOUSTIC INSULATED, FULL HEIGHT TO UNDERSIDE OF STRUCTURE ABOVE, GYP TO BE 5/8" GYB-11, UNO. SEE PARTITION DEFLECTION DETAIL AT ACOUSTIC WALL DETAIL, FULL HEIGHT WALL TOP DETAIL (NO VARIATION CODE). 4.DIMENSIONING OF PARTITIONS ON THE FLOOR PLANS IS TO THE FACE OF PARTITION TYPE. THICKNESS OF FINISHES ARE NOT FIGURED INTO FLOOR PLAN DIMENSIONS UNLESS FINISH IS SHOWN IN PARTITION TYPE. 5.ALL INTERIOR STEEL STUDS SHALL BE NOT LESS THAN 20 GAUGE AND NOT MORE THAN 16" ON CENTER UNLESS INDICATED OTHERWISE IN PARTITION TYPE. SEE ALSO MAXIMUM WALL HEIGHT SCHEDULE BELOW AND TYPICAL DOOR AND WINDOW / BORROWED LIGHT FRAMING ELEVATIONS. STUD FRAMING MAXIMUM HEIGHTS. • 7/8" 20 GA FURRING CHANNEL, MAX HEIGHT NOT APPLICABLE. SUPPORT STUD ON EXIST, CMU OR CONCRETE SUBSTRATE AT 4'-0" O.C. • 1 1/2" 20 GA STUD, MAX HEIGHT 15'-5" W/ BRACING ABOVE CEILING LEVEL. • 2 1/2" 20 GA STUD, MAX HEIGHT 17'-0" W/ BRACING ABOVE CEILING LEVEL. • 3 5/8" 20 GA STUD, MAX HEIGHT 14'-9" • 4" 20 GA STUD, MAX HEIGHT 15'-5" • 6" 20 GA STUD, MAX HEIGHT 18'-0" • • 2 1/2" 20 GA CH STUD, MAX HEIGHT 12'-4", 17'-0" W/ BRACING ABOVE CEILING LEVEL. • 4" 20 GA CH STUD, MAX HEIGHT 16'-0" • 6" 20 GA CH STUD, MAX HEIGHT 19'-8" RATED PARTITIONS 1.ALL FIRE AND SMOKE RATED PARTITIONS ARE FULL HEIGHT PARTITIONS TO STRUCTURE ABOVE. SEE ALSO LIFE SAFETY PLANS FOR LOCATIONS. SEE DEFLECTION HEAD CONNECTION DETAILS. 2.FOR FIRE RATED PARTITION PENETRATIONS SEE FIRE STOPPING SPECIFICATIONS. 3.MAINTAIN CONTINUITY OF FIRE AND SMOKE RATED PARTITIONS AT INTERSECTIONS WITH NON RATED OR LESSER RATED PARTITIONS. 4.PROVIDE BRACING OF NON-FHP AS RECOMMENDED BY STUD MANUFACTURER, AT ALL CHASE WALLS. ACOUSTIC PARTITIONS 1.ALL GYP PARTITION TYPES WITH SOUND ATTENUATION BATTS SHALL HAVE THE BATTS INSTALLED FOR THE FULL THICKNESS AND HEIGHT OF PARTITION, ABOVE AND BELOW ALL OPENINGS. 2.SEAL ALL PENETRATIONS AND HORIZONTAL / VERTICAL PERIMETER OF PARTITION WITH FIRESTOPPING OR ACOUSTICAL SEALANT AS APPROPRIATE. 3.SOUND ATTENUATION BATTS ARE NOT REQUIRED AT PARTITION IN THESE LOCATIONS: A.WALL FURRING AROUND COLUMNS. B.LOW WALLS THAT DO NOT EXTEND TO THE CEILING. C.PARTITIONS AT CROSS CORRIDOR DOORS, CORRIDOR TO CORRIDOR, CORRIDOR TO AISLE, CORRIDOR TO HALLWAY, CORRIDOR TO ELEVATOR LOBBY, CORRIDOR TO WAITING, AISLE TO AISLE, HALLWAY TO HALLWAY AND EXITWAY TO CORRIDOR. CONTROL JOINTS 1.PROVIDE CONTROL JOINTS IN PARTITIONS WHERE INDICATED ON PLANS AND/OR INTERIOR ELEVATIONS, AT END INTERSECTION WITH CONC/CMU WALLS, INTERSECTION WITH EXISTING PARTITIONS, ABOVE THE STRIKE SIDE OF EACH DOOR FRAME AND NOT MORE THAN 30'-0" O.C. SEE ALSO TYPICAL GYPBOARD AND CMU PARTITION CONTROL JOINT DETAILS. 2.PROVIDE CONTROL JOINTS IN UNINTERRUPTED LONG EXPANSES OF GYP AT 30'-0" O.C. MAX. WITH EACH SIDE OF PARTITION CONSIDERED SEPARATELY CERAMIC TILES WHERE CERAMIC TILE FINISH IS SCHEDULED PROVIDE FINISH LAYER OF GYB-27 EXCEPT CEMENT TILE BACKER BOARD GYB-41 BEHIND TILES AT SHOWERS, BATHTUBS AND OTHER WET AREAS. GYPBOARD BASE PROVIDE 1/4" SLNT JOINT AND BASE OF ALL GYPBOARD PARTITIONS. GYPBOARD TERMINATION ALL GYP TERMINATING IN AREAS EXPOSED TO VIEW SHALL HAVE NON-EXPOSED METAL TRIM AND BE FINISHED WITH JOINT TREATMENT. GYPBOARD ENDS AND CORNERS ALL OUTSIDE CORNERS OF GYP PARTITIONS SHALL HAVE GALV METAL CORNER BEADS AND BE FINISHED WITH JOINT TREATMENT. UNBALANCED PARTITIONS PARTITIONS WITH UNBALANCED NUMBER OF GYP LAYERS SHALL HAVE MULTIPLE LAYERS LOCATED ON CORRIDOR SIDE OF PARTITION UNO. METAL PARTITION TYPE GENERAL NOTES STUDS TO BE USED: SIZE SPACING ALLOWABLE HEIGHT BOTTOM TRACK GAUGE TOP TRACK GAUGE NOTES: 3 5/8" -25G STN 3 5/8" -18G STN 3 5/8" -18G STN 6" -20G STN 6" -18G STN 6" -16G STN 6" -14G STN 6" -12G STN 8" -20G STN 8" -18G STN 8" -16G STN 8" -14G STN 8" -12G STN 16"14'-6"20 18 16"17'-6"20 18 16"19'-0"20 16 16"26'-0"20 16 16"28'-0"20 16 16"30'-6"20 14 16"32'-6"20 14 16"36'-0"20 14 16"32'-6"20 14 16"35'-6"20 14 16"38'-0"20 14 16"41'-0"18 14 16"45'-6"18 14 TYPICAL INT. NON-LOAD BEARING WALL 0'-0" MINIMUM 12'-0" 18'-0" 24'-0"30'-0" 24'-0" 18'-0" 12'-0" MAXIMUM NUMBER OF BRACES REQUIRED 0 1 2 3 PARTITION LENGTH 1. ADD ONE BRACE PER EACH ADDITIONAL 6'-0" OF PARTITION LENGTH. 2. PARTITION LENGTH BETWEEN LATERAL SUPPORT PROVIDED BY LATERAL SUPPORT OR INTERSECTION PERPENDICULAR PARTITIONS. 3. PROVIDE LATERAL BRACING AT UNSUPPORTED PARTITION ENDS. 4. PROVIDE LATERAL BRACING FOR PARTITIONS WHICH DO NOT EXTEND TO STRUCTURE. 5. WHERE MORE THEN ONE BRACE IS REQUIRED, STAGGER / ALTERNATE BRACING ON BOTH SIDES OF WALL. 6. WHERE BRACING IS EXPOSED, RUN VERTICAL STUDS TO STRUCTURE ABOVE AND PROVIDE BRACING ON NON-EXPOSED SIDE. BUILDING CODE REQUIRES THAT INTERIOR PARTITION WALLS BE DESIGNED FOR A LATERAL LOAD OF 5 PSF. THE FOLLOWING GUIDELINES ARE BASED ON THIS LOAD. ALL STUDS GIVEN ARE ASSUMED TO BE EQUIVALENT TO THOSE MANUFACTURED BY DIETRICH INDUSTRIES, INC. ALL STUDS AND TRACKS ARE ASSUMED TO HAVE AN FY -33.0 KSI. ALL STUDS ARE ASSUMED TO HAVE GYP. BD. ON BOTH FACES FOR THE FULL HEIGHT, OR ARE PROVIDED WITH BRIDGING AS REQUIRED. DETAILS ARE PROVIDED TO ACCOMMODATE VERTICAL MOVEMENT AT THE TOP USING A 3" DEEP TRACK CONNECTION OR NO MOVEMENT. MAXIMUM HORIZONTAL DEFLECTION IS ASSUMED TO BE LIMITED TO H/240. PROVIDE LATERAL BRACING PER SCHEDULE. 1. BOTTOM TRACK GAGES MAY BE SUBSTITUTED FOR TOP-SLIP TRACK GAGES IF STUDS ARE PERMANENTLY ATTACHED TO BOTH FLANGES OF THE TRACK WITH #13 SCREWS. 2. ATTACH BOTTOM TRACK TO SLAB WITH MINIMUM OF 1-POWER DRIVEN FASTENER AT 24" O.C. (MIN. SHANK DIAMETER -0.177 IN MIN. EMBEDMENT = 1 1/16"). 3. IF GYP. BD. IS ON ONE SIDE ONLY, ADD HORIZONTAL BRIDGING AT 5'-0" O.C. VERTICALLY. 4. IF YOU HAVE A CASE THAT DIFFERS FROM THE ABOVE, PLEASE CONTACT THE ARCHITECT. TYPE STUD WIDTH WIDTH STC RATING NOTESRATINGUL DESIGN TYPE 'A' SERIES - NON RATED / 1 HR RATED A? 1 LAYER GYP 5/8" EACH SIDE TYPE STUD WIDTH WIDTH STC RATING NOTESRATINGUL DESIGN TYPE 'C' SERIES - 2 HOUR RATED C? TYPE STUD WIDTH WIDTH STC RATING NOTESRATINGUL DESIGN TYPE 'F' SERIES - NON RATED (FURRING) F? TYPE STUD WIDTH WIDTH STC RATING NOTESRATINGUL DESIGN TYPE 'J' SERIES - 1 HOUR RATED (SHAFT LINER) J? A1 1 5/8" 2 7/8".X INDICATES HEIGHT ABOVE CEILING A2 2 1/2" 3 3/4".X INDICATES HEIGHT ABOVE CEILING A3 3 5/8" 4 7/8".X INDICATES HEIGHT ABOVE CEILING A4 4"5 1/4".X INDICATES HEIGHT ABOVE CEILING A6 6"7 1/4".X INDICATES HEIGHT ABOVE CEILING 1A1 1 5/8" 2 7/8"451UL U465 1A2 2.5"3 3/4"451UL U465 1A3 3 5/8" 4 7/8"451UL U465 1A4 4"5 1/4"451UL U465 1A6 6"7 1/4"451UL U465 1A8 8"9 1/4"451UL U465 2C1 1 5/8" 4 1/8"562UL U411 2C2 2 1/2"5"562UL U411 2C3 3 5/8" 6 1/8"562UL U411 2C4 4"6 1/2"562UL U411 2C6 6"8 1/2"562UL U411 2C8 8"10 1/2"562UL U411 F 5/8".X INDICATES HEIGHT (DIRECT APPLIED) F0 7/8" 1 1/2".X INDICATES HEIGHT ABOVE CEILING F1 1 5/8" 2 1/4".X INDICATES HEIGHT ABOVE CEILING F2 2 1/2" 3 1/8".X INDICATES HEIGHT ABOVE CEILING F3 3 5/8" 4 1/4".X INDICATES HEIGHT ABOVE CEILING F4 4"4 5/8".X INDICATES HEIGHT ABOVE CEILING F6 6"6 5/8".X INDICATES HEIGHT ABOVE CEILING 1J2 2 1/2" 3 1/16"391UL U469 1J4 4"4 5/8"391UL U469 METAL STUDS BATT INSULATION AS INDICATED 2 LAYERS GYP 5/8" EACH SIDE METAL STUDS BATT INSULATION AS INDICATED 1 LAYER GYP 5/8" ONE SIDE METAL STUDS or 7/8" HAT CHANNELS BATT INSULATION AS INDICATED SHAFT LINER GYB-32 1" METAL C-H STUDS AT 24" O.C. MAX BATT INSULATION AS INDICATED 1 LAYERS GYP 5/8" METAL WALL TYPE GENERAL NOTES 1A3 A.42" PARTITION TYPE SYMBOL:GENERAL NOTES: • NUMBER IN PARTITION TYPE TAG INDICATES STUD SIZE: (EXAMPLE: 'A1'= 1-5/8", 'A2' = 2", 'A3' = 3-5/8", 'A6' = 6", 'A8' = 8") • PROVIDE CEMENT BOARD IN LIEU OF GYP. BD. BEHIND TILE. • PROVIDE 5/8" MOISTURE RESISTANT GYP. BD. AT TOILET ROOMS, LOCKER ROOMS, AND FOOD SERVICE AREAS WITH 5/8" CEMENT BOARD AT BASE TO 12" A.F.F.. • REFER TO DETAILS FOR TYPICAL BOTTOM AND TOP CONNECTION OF PARTITIONS. • REFER TO "TYPICAL INT. NON-LOAD BEARING STUD WALL" SCHEDULE FOR LIMITATIONS. • PROVIDE TYPE 'X' GYP BD AS PART OF ALL FIRE RATED WALL ASSEMBLIES. • PROVIDE SEALANT AT BASE OF ALL GYP. PARTITIONS. • PROVIDE CONTROL JOINT DETAILS AT RATED AND NON-RATED WALL EVENLY SPACED AT 30'-0" MAXIMUM SPACING. WHERE DOORS OCCUR IN THE WALL, ALIGN JOINT WITH EDGE OF DOOR FRAME, U.N.O. • FOR BACKING AND BLOCKING INFORMATION, REFER TO AND COMPLY WITH MANUFACTURER INSTRUCTIONS AND SPECIFICATIONS. PARTITION MODIFIER CODES: A = ACOUSTICAL INSULATION G = INCREASE STUD MIN. GAUGE TO 16 GA. K = SMOKE BARRIER T = THERMAL INSULATION AND VAPOR BARRIER PLACE ON THE HUMID SOURCE SIDE W = WOOD STUDS, NOM. 2" THICK X = 1/2" FIBER REINFORCED GYP. WITH VENEER PLASTER. PARTITION TYPE, SIZE AND HEIGHT: -NO INDICATOR = TO STRUCTURE ABOVE -.4 = 4" ABOVE CLNG., .6 = 6" ABOVE CLNG, ETC. PARTITION MODIFIER (OPTIONAL) PARTITION HEIGHT (OPTIONAL) PARTITION RATING F -FLUSH7' - 0"3' - 0" SEE SCHED SEE SCHEDULE7' - 0"3' - 0"SEE SCHEDULETDR -TRAFFIC DOOR ROUND SEE SCHED FG -FULL GLASS (ALL STILES AND RAILS)7' - 0"3' - 0"SEE SCHEDULESEE SCHED 7' - 0"3' - 0"SEE SCHEDULESEE SCHED L -LOUVERED * *PUSH PLATE KICKPLATE VISION WINDOW MFR: KAWNEER FINISH: ANODIZED DARK BRONZE MTL-7 *TEMPERED GLAZING NP -MULTI-GLIDE DOORS4' - 4"SEE SCHEDSEE SCHED * MFR: ANDERSEN WINDOWS AND DOORS STYLE: MULTIGLIDE DOOR COLOR: DARK BRONZE (VAZ) PANEL: CONTEMPORARY ALUMINUM INTERIOR STACKING CONFIGURATION: 6 PANEL, TWO DIRECTIONAL STACKING SILL: FLUSH SILL HARDWARE: FLUSH (NO KEY) DARK BRONZE FINISH: DARK BRONZE ALUMINUM NOTES: AUTOMATED OPEN/CLOSE SYSTEM ***** 15' - 1" FD -FLUSH DECORATIVE7' - 0"3' - 0" SEE SCHED SEE SCHEDULEMFR: TRUSTYLE STYLE: TMIR5000 REVEAL: 1/4" KERF CUT REVEAL WOOD: SELECT ADLER FINISH: STAINED TO MATCH WD-1 1 A DDE NDUM 1 F22"7' - 0"2" 3' - 0" 2"SEE SCHEDULESEE SCHED F12"7' - 0"2" 3' - 0" 2"SEE SCHEDULESEE SCHED LEVEL 1 RESTROOM STORAGE ROOM MFR: EZYJAMB STYLE: CLASSIC ADJUST DOOR FRAME DOOR GENERAL NOTES GENERAL NOTES: 1. REFER TO SPECIFICATIONS FOR DOOR HARDWARE TYPES 2. HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" A.F.F. U.N.O.. 3. REFER TO SPECIFICATION SHEET FOR FINISHES. 4. DOOR CLOSER SWEEP PERIOD SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR. 5. THE MAXIMUM DOOR OPENING FORCE FOR PUSHING OR PULLING INTERIOR DOORS SHALL BE 5 POUNDS PER FOOT. 6. ALL EXTERIOR DOORS ARE TO OPEN OUTWARD AND ARE TO BE SELF CLOSING. 7. REFER TO SPECIFICATION SHEET FOR FLOOR TRANSITION AT DOOR SILL REMARKS: A. USE WIRE MESH GLAZING IN DOOR LITE. B. PROVIDE 12"x12" AL LOUVER, SEE HDWR. SCHED. C. SEE WINDOW SCHEDULE FOR TRANSOM. HARDWARE GROUPS HARDWARE GROUP 1 • STOREFRONT DOOR IS PART OF SHELL BUILDING, SEE SHELL BUILDING DRAWINGS FOR MORE INFORMATION • PULL MFR: STYLE: 60" PULL FINISH: ANODIZED DARK BRONZE NOTE: VESTIBULE DOOR PULL HARDWARE GROUP 2 • 1-1/2 PAIR BUTTS • CLOSER • STORAGE ROOM LOCKSET WITH CYLINDER FINISH: BRUSHED NICKEL HARDWARE GROUP 5 • 1-1/2 PAIR BUTTS • PRIVACY LOCK MFR: STYLE: FINISH: OIL RUBBED BRONZE • OCCUPIED INDICATOR MFR: VINTAGE HARDWARE STYLE: ZLW-OB291 SARGENT PRIVACY LATCH FINISH: OIL RUBBED BRONZE • WALL STOP -BRASS FINISH • SILENCERS HARDWARE GROUP 7 • WALL STOP • SILENCERS • CLOSER • CONCEALED HINGES • HEAVY DUTY INVISIBLE TOUCH LATCH FOR FULL SIZE DOORS HARDWARE GROUP 4 • 1-1/2 PAIR BUTTS • CLOSER • FLOOR STOP -BRASS FINISH • PULL MFR: SIGNATURE HARDWARE STYLE: SKU SH445828 FINISH: ANTIQUE BRASS • DOOR LOCK -MORTISE KEY CYLINDER SET WITH THUMBTURN MFR: SIGNATURE HARDWARE STYLE: SKU SH478356 FINISH: SATIN BRASS HARDWARE GROUP 3 • HEAVY DUTY DOUBLE ACTION SPRING HINGES • ROUND VISION LITE -TEMPERED CLEAR GLAZING FINISH: BLACK FRAME • G.C. TO INSTALL • WALL STOP • KICKPLATE FINISH: BLACK • PUSH PLATE FINISH: BLACK HARDWARE GROUP 6 • 1-1/2 PAIR BUTTS • CLOSER • WALL STOP • OFFICE LOCKSET W/ CYLINDER FINISH: BRUSHED NICKEL HARDWARE GROUP 8 • BUTTS • CLOSER • CYLINDER • OVERHEAD STOP • WEATHER STRIP • SWEEP • ALUM. THRESHOLD • PANIC HARDWARE WITH LEVER AND CYLINDER • PULL AT EXERIOR MFR: STYLE: 60" PULL FINISH: ANODIZED DARK BRONZE NOTE: PATIO STOREFRONT DOORS HARDWARE GROUP 9 • 1-1/2 PAIR BUTTS • PRIVACY LOCK FINISH: BRUSHED NICKEL • WALL STOP • SILENCERS HARDWARE GROUP 10 • 1-1/2 PAIR BUTTS • CLOSER • WALL STOP • CLASSROOM LOCKSET W/ CYLINDER FINISH: BRUSHED NICKEL HARDWARE GROUP 11 • 1-1/2 PAIR BUTTS • PRIVACY LOCK FINISH: BRUSHED NICKEL • OCCUPIED INDICATOR FINISH: BRUSHED NICKEL • WALL STOP • SILENCERS HARDWARE GROUP 12 • RECOMMENDED DOOR HARDWARE FINISH: DARK BRONZE HARDWARE GROUP 14 • PROVIDE PANIC HARDWARE TO EXISTING SHELL BUILDING DOOR AS REQUIRED. • PROVIDE FOB-READER (OPENPATH SECURITY SYSTEM) TO BOH KITCHEN DOOR. HARDWARE GROUP 13 • PROVIDE PANIC HARDWARE TO EXISTING SHELL BUILDING DOOR AS REQUIRED. • RECOMMENDED DOOR HARDWARE FINISH: DARK BRONZE 1 ADDE NDUM 1 DATE ISSUED REG. NO. THIS DOCUMENT IS CERTIFIED BY consultant project title seal project no. sheet title drawn client issue date checked 10 South Eighth Street Minneapolis, MN 55402 t 612_339-2257 sheadesign.com AR00910059 David A. Shea, Architect 2024-02-02 2/26/2024 6:12:25 PMC:\Revit Projects\A22_8764.00-1933 RESTAURANT - CARMEL, IN_AmeliaK-SHEA.rvt8764.00 AK KL/HS/SO DOOR SCHEDULE, PARTITION TYPES, AND DETAILS A610 © 2022 shea, inc. (FOR CONSTRUCTION) ADDENDUM 1 2024-02-26 1ST. ELMO, INC. 101 W. WASHINGTON STREET, SUITE 1250 EAST INDIANAPOLIS, IN 46204 1933 LOUNGE 175 S RANGELINE RD, SUITE 100 CARMEL, INDIANA 46032 SCALE: 1 1/2" = 1'-0"A610 3 WALL SLIP TRACK DETAIL (TYP.) SCALE: 1 1/2" = 1'-0"A610 2 WALL CONNECTION DETAIL (TYP.) DOOR SCHEDULE DOOR NO. ROOM NAME DOOR FRAME SPEC NOTES COMMENTS REV.W1 W2 H T PNL PNL2 QNTY. MAT'L. FINISH TYPE MAT'L. FINISH HEAD JAMB SILL RATING HDWR. LEVEL 1 100 HOST ENTRY 2' - 4" 7' - 0" 1 3/4" F - WD WD-1 F2 HM PT-9 11/A615 11/A615 - 7 102 WINE ROOM 3' - 0" 9' - 6" 1 3/4" FG - WD WD-1 - WD WD-1 22/A615 23/A615 - 4 103 WINE ROOM 3' - 0" 9' - 6" 1 3/4" FG - WD WD-1 - WD WD-1 22/A615 23/A615 - 4 105 RESTROOM 3' - 0" 7' - 0" 1 3/4" F - WD WD-1 F1 HM PT-9 12/A615 12/A615 - 5 106 ADA RESTROOM 3' - 0" 7' - 0" 1 3/4" F - WD WD-1 F1 HM PT-9 12/A615 12/A615 - 5 107 RESTROOM 3' - 0" 7' - 0" 1 3/4" F - WD WD-1 F1 HM PT-9 12/A615 12/A615 - 5 108 ADA RESTROOM 3' - 0" 7' - 0" 1 3/4" F - WD WD-1 F1 HM PT-9 12/A615 12/A615 - 5 117 MECH ROOM 3' - 0" 7' - 0" 1 3/4" F - EXST EXST F1 EXST EXST 13/A615 13/A615 - 12 7 118A EXPO 3' - 0" 7' - 0" 1 1/4" TDR - PER MANUF. LAM-6 PER MANUF. PT-2 12/A615 SIM. 12/A615 SIM. - 3 7 118B EXPO 3' - 0" 7' - 0" 1 1/4" TDR - PER MANUF. LAM-6 PER MANUF. PT-2 12/A615 SIM. 12/A615 SIM. - 3 7 120 WELLNESS ROOM 3' - 0" 7' - 0" 1 3/4" F - HM PT-8 F1 HM PT-8 12/A615 12/A615 - 10 126A PATIO DINING 3' - 0" 8' - 0" 1 3/4" FG - ALUM ANOD DK BRZ - ALUM ANOD DK BRZ 5/A615 5/A615 8 126B PATIO DINING 3' - 0" 8' - 0" 1 3/4" FG - ALUM ANOD DK BRZ - ALUM ANOD DK BRZ 5/A615 5/A615 8 MEZZANINE LEVEL 122 IT CLOSET 3' - 0" 7' - 0" 1 3/4" L - HM PT-8 F1 HM PT-8 12/A615 12/A615 - 2 123 OFFICE 3' - 0" 7' - 0" 1 3/4" F - HM PT-8 F1 HM PT-8 12/A615 12/A615 - 6 7 124 MEZZ RESTROOM 3' - 0" 7' - 0" 1 3/4" F - HM PT-8 F1 HM PT-8 12/A615 12/A615 - 11 7 125 WELLNESS ROOM 3' - 0" 7' - 0" 1 3/4" F - HM PT-8 F1 HM PT-8 12/A615 12/A615 - 9 DOOR TYPESFRAME TYPES BAR DINING & SUNROOM 15' - 1" RO -3' - 10-1/2" RO 8"NP - -ALUM DK BRZ - ALUM DK BRZ116 WINDOW DOOR INSTALLATIONS 26/A615 28/A615 27/A615 12 VESTIBULE 3' - 0" - 8' - 0" 1-3/4" FG - - ALUM EXST - ALUM EXST102C EXISTING SHELL BUILDING DOORS - - -1 NOTE: ALL SHELL BUILDING DOORS ABOVE ARE LISTED FOR HARDWARE ADDITIONS TO SHELL BUILDING DOORS. DOORS NOT LISTED ABOVE ARE EXISTING TO REMAIN. REFER TO SHELL BUILDING DRAWINGS FOR MORE INFORMATION VESTIBULE 3' - 0" - 8' - 0" 1-3/4" FG - - ALUM EXST - ALUM EXST102D - - -1 PATIO 6' - 0" - 8' - 0" 1-3/4" FG - - ALUM EXST - ALUM EXST102K - - - 13 HARDWARE FOR SHELL BUILDING DOOR HARDWARE FOR SHELL BUILDING DOOR HARDWARE FOR SHELL BUILDING DOOR KITCHEN 3' - 0" - 8' - 0" 1-3/4" FG - - ALUM EXST - ALUM EXST102O - - - 14 D D D D STORAGE 6' - 0" - 8' - 0" 1-3/4" FG - - ALUM EXST - ALUM EXST102P - - - - PROVIDE SPF-5 FILM ON GLASS HARDWARE FOR SHELL BUILDING DOOR 1 ADDE NDUM 1 1 A DDE NDUM 1 no. date issued for 1 2024-02-26 ADDENDUM 1 NOTE: PROVIDE SECURITY SENSOR ALARMS TO ALL EXTERIOR SHELL BUILDING DOORS, TYP. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. 1 A DDE NDUM 1