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HomeMy WebLinkAboutAP-401-ENLARGED-STAIR-AND-ELEVATOR-PLANS-AND-SECTIONS-Rev.110 D C COORD. W/ STRUCT.2' - 4 3/8"D01 A AP-401 3' - 4"6 9/16"8A 8A 9' - 0" FUTURE STAIR FUTURE ELEVATOR 20' - 6 3/4"7 5/8"VERIFY W/ ELEVATOR MAN'R8' - 6"3 13/16"COORD. W/ STRUCT.2' - 8"29' - 8 3/8" COORDINATE WITH STRUCTURAL833'-10" LANDING PROVIDE 2" WASH AT STAIR AND ELEVATOR. EXTEND FOR 8'-0" RADIUS, MINIMUM. 242322 D C D08 D03 1' - 0"3' - 4"5' - 0" WATER SERVICES RM P4 8A 8A 8A 8A 8A 33' - 3 27/32"FUTURE STAIR FUTURE ELEVATOR 11' - 0 1/8" 7' - 11 3/8"9' - 4 1/8"23' - 4 3/32"1' - 8 7/16"833'-10" ELEVATOR 833'-10" LANDING PROVIDE 2" WASH AT STAIR AND ELEVATOR. EXTEND FOR 8'-0" RADIUS, MINIMUM. A AP-401 1' - 1 11/16" 11' - 7 3/4" 6' - 4" 2221 L K D04 8A 8A 8A 8A 8A 8A FUTURE STAIRFUTURE ELEVATOR FUTURE TRASH 8' - 8"8' - 2" VERIFY W/ ELEVATOR MAN'R 8' - 6"7' - 5 3/8"19' - 11 3/8"9' - 5 3/8"4"9' - 9"8' - 1"1' - 4 5/16"3' - 4"833'-10" LANDINGPROVIDE 2" WASH AT STAIR AND ELEVATOR. EXTEND FOR 8'-0" RADIUS, MINIMUM. A AP-401 D11 109 L K D05 8A 8A 8A FUTURE STAIRFUTURE ELEVATOR FUTURE ELEVATOR 10' - 6"9' - 2"8' - 0"7' - 0"20' - 2"8' - 0"10' - 9 1/8"8' - 7 5/8"12' - 1 5/8"9' - 3 1/4"21' - 5 1/4"7' - 0 7/8"833'-10" LANDING PROVIDE 2" WASH AT STAIR AND ELEVATOR. EXTEND FOR 8'-0" RADIUS, MINIMUM. PROVIDE 2" WASH AT STAIR AND ELEVATOR. EXTEND FOR 8'-0" RADIUS, MINIMUM. A AP-401 A AP-401 PROVIDE 42" HIGH GUARDRAIL. COORDINATE LOCATION WITH ELEVATOR PIT ABOVE. PARKING 833' -8" STR PODIUM 846' -8" 6" CONCRETE SLAB - SEE STRUCTURAL CONCRETE FOUNDATION WALL-SEE STRUCTURAL CONCRETE FOOTING - SEE STRUCTURAL AP-405 2 INFILL OPENING FOR A FUTURE DOOR. UL #U497. AP-405 1 PTA ANCHORS AT TOP OF CMU WALL 13' - 0"2" WASH CMU WALL, UL #U906. 16 L K B AP-401 7' - 4"2' - 0"32' - 4 3/8"3' - 4"1' - 0"D06 833'-10" LANDING PROVIDE 2" WASH AT STAIR. EXTEND FOR 8'-0" RADIUS, MINIMUM.11"4' - 3"8A 8A 8A 8A PARKING 833' -8" STR PODIUM 846' -8" 8A CMU WALL. SEE 7/AP-401. PAINTED METAL GUARDRAIL, AND HANDRAIL (22) EQ. RISERS12' - 5"(10) THREADS @ 11" 9' - 3" METAL PAN STAIRS FILLED WITH CONCRETE WITH METAL STRINGERS. 11"7"4' - 0" (10) THREADS @ 11" 9' - 2" 2" WASH, SEE PLANS A. B. ALL DIMENSIONS ARE FROM INSIDE WALL TO WALL. COORDINATE WITH STRUCTURAL. WALL TYPE 12A. SEE DETAIL 7/AP-401. GENERAL NOTES: E 18 3' - 7"1' - 10" 4A CEILING -SEE FIN. SCHEDULE 8" CMU WITH HORIZONTAL MASONRY REINF @ 16" o.c. FIN. FLOOR BASE PER SCHEDULE BOTTOM OF DECK, REFER TO STRUCTURAL DRAWINGS 8A 2-HR RATED UL -U-906 CEILING -SEE FIN. SCHEDULE 4" CMU WITH HORIZONTAL MASONRY REINF @ 16" o.c. FIN. FLOOR BASE PER SCHEDULE BOTTOM OF DECK, REFER TO STRUCTURAL DRAWINGS 4A PARTITION TOP ANCHORS PARTITION TOP ANCHORS CEILING -SEE FIN. SCHEDULE 12" CMU WITH HORIZONTAL MASONRY REINF @ 16" o.c. FIN. FLOOR BASE PER SCHEDULE BOTTOM OF DECK, REFER TO STRUCTURAL DRAWINGS 12A 2-HR RATED UL -U-906 PARTITION TOP ANCHORS SCALE:1/4" = 1'-0"AP-401 5 ENLARGED PLAN- B2 SCALE:1/4" = 1'-0"AP-401 1 ENLARGED PLAN -B5 SCALE:1/4" = 1'-0"AP-401 4 ENLARGED PLAN -B3 SCALE:1/4" = 1'-0"AP-401 10 ENLARGED PLAN - B6 SCALE:1/4" = 1'-0"AP-401 A ELEVATOR SECTION SCALE:1/4" = 1'-0"AP-401 2 ENLARGED PLAN -STAIR 7A SCALE:1/4" = 1'-0"AP-401 B STAIR SECTION SCALE:1/4" = 1'-0"AP-401 6 PLUMBING CHASE SCALE:1 1/2" = 1'-0"AP-401 7 PARTITION TYPES REFER TO STRUCTURAL NOTES FOR VERTICAL REINFORCING 4454 Idea Center Blvd Dayton, OH 45430-1500 937.461.5660 Fax: 937.461.0743 Proj. No.: Date: Issuances: Sheet Name: REV DESCRIPTION DATE BIM 360://74904 - Proscenium - R18/74904 Garage - ARCH R18.rvt3/16/2018 9:58:40 AMThe Proscenium DevelopmentGarageCarmel Development II, LLC.Intersection of Carmel Dr. and Rangeline Rd. Carmel, Indiana 4603202/22/18 - GARAGE PERMIT 074904 02/22/18 ENLARGED STAIR AND ELEVATOR PLANS AND SECTIONS AP-401 0 Issued For Garage Permit 02/22/18