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HomeMy WebLinkAboutB17-0453_A488.2_1513876491.pdfLEVEL 1 100' - 0" 8e86 LEVEL 2_CENTRAL 110' - 6" A488.2 C5 A488.2 B5 A488.2 C2 A488.2 B3 17 TR @ 11" = 15' - 7" 3' - 5" 1' - 2" W.P. 7' - 5 1/2"3 1/2" COORD. W/ CIVIL. RISER N.T.E. 7"18 R@ 7" = 10' - 6"CLEAR, TYPICAL7' - 7"LANDING EQUALEQUAL WS-STUCCO1C NOTE: ALL STEEL AT STAIRS TO BE PRIMED AND READY TO RECEIVE PAINT. COLOR BY ARCHITECT NOTE: COLOR FOR STANDING SEAM METAL ROOF AT CANOPY TO BE SELECTED BY ARCHITECT Be78 A488.2 B4 A488.2 A4 7' - 1" W.P. 5" A488.2 B1 A488.2 A1 WS-STUCCO1C WS-STUCCO1C A488.2 A6 A488.2 A6 5"WS-STUCCO1C ALIGN1" NOM.ALIGN 7' - 5 1/2" 3 1/2" LINE OF BEAM / LANDING ABOVE W.P. W.P.FACE OF STUD9 1/2"LEVEL 2_CENTRAL 110' - 6" A488.2 C6 SIM ALIGN WS-STUCCO1C STEEL COLUMN BEYOND. SEE STRUCTURAL STAIR GUARDRAIL. SEE NOTES ON A488.2 CONCRETE LANDING, SEE STRUCTURAL CHANNEL / ANGLE LANDING SUPPORT. SEE STRUCTURAL METAL DECK. SEE STRUCTURAL 3 1/2"ALIGNMETAL ROOFING MFG'S UNDERLAYMENT 1.5" METAL DECK. SEE STRUCTURAL STEEL CHANNEL ROOF SUPPORT. SEE STRUCTURAL STEEL COLUMN BEYOND. SEE STRUCTURAL 07 5323 - BATTEN BAR 07 6200 - SNAP-LOCK COUNTERFLASHING 07 6200 - COUNTERFLASHING 07 6200 - ZEE CLOSURE 07 6200 - SUB-FLASHING 07 5323 - COVER BOARD 07 4113.16 - STANDING SEAM METAL ROOF A488.2 B6 9 1/2" FACE OF STUD WS-STUCCO1C 4" STEEL COLUMN BEYOND. SEE STRUCTURAL 4" TO FACE OF FOUNDATION DEMOLISH EXISTING FLOOR. PROVIDE 4" CURB MINIMUM 2" FOUNDATION INSULATION COLUMN FOUNDATION BEYOND. SEE STRUCTURAL DOWL NEW FOUNDATION INTO EXISTING. SEE STRUTURAL PROVIDE SEALANT AT JOINT A488.2 C6 SIM TO EDGE OF DECK 9 1/2" C.L. OF COL ALIGN4" MAXWS-STUCCO1C STEEL COLUMN BEYOND STAIR GUARDRAIL. SEE NOTES ON A488.2 CONCRETE LANDING, SEE STRUCTURAL CHANNEL / ANGLE LANDING SUPPORT. SEE STRUCTURAL TURN EPDM MEMBRANE OVER BLOCKING TURN MEMBRANE UP/OUT AT WALL BEYOND 8" MIN. CUT GYP. BOARD TO FIT FLUTES ELASTOMERIC FOAM INFILL AT FLUTE ENDS 07 9200 - JOINT SEALANT 07 5323 - COVER BOARD 07 5323 - BATTEN BAR, CONTINUOUS 07 5323 - EPDM ROOFING MEMBRANE, FULLY ADHERED 07 6200 - GRAVEL STOP TREATED WOOD BLOCKING, SECURLY ATTACHED 3"8"2'-10" FROM STAIR NOSING TO TOP OF HANDRAIL 3'-6" FROM STAIR NOSING TO TOP OF GUARDRAIL 3'-6" FROM LANDING TO TOP OF GUARDRAIL 2' - 10" FROM LANDING TO TOP OF HANDRAIL7" MAX1" TO NOSE 11" NOSE 11" MIN. 11" 3" POST FOR CANOPY SUPPORT RE: STRUCTURAL 05 5119 - CLOSED METAL RISERS 05 5119 - OPEN GRATE, SERRATED TREADS 05 5500 - STEEL CHANNEL STRINGER, ANCHOR PER STRUCTURAL 05 5213 - METAL HANDRAIL 05 5213 - METAL GUARDRAIL C1 A488.2 2' - 10" FROM STAIR NOSING TO TOP OF HANDRAIL3' - 6" FROM STAIR NOSING TO TOP OF GUARDRAIL 7" MAX TO NOSE 11" NOSE1" POST FOR CANOPY SUPPORT, BEAR CENTERED ON CHANNEL 4" CLEAR MAX 4" CLEAR MAX 05 5213 - VERTICAL PICKETS TO MATCH EXISTING CEMENT PLASTER SYSTEM; BASIS OF DESIGN: "DRYVIT CCP-4" - 'BACKSTOP NT' AIR / WATER RESISTIVE BARRIER - GALV SELF FURRING LATH - CEMENT PLASTER BASE - REINFORCING MESH IN LEVELING COAT - FINISH OVER PRIMER AQUAFLASH SYSTEM OVER EXTERIOR SHEATHING GRAY REGION INDICATES EXISTING WALL ASSEMBLY EXTERIOR INTERIOR WS-STUCCO1C 07 9200 - JOINT SEALANT GRAY REGION INDICATES EXISTING CONDITION INTERIOR 07 2100 - INSULATION FASTENER WS-STUCCO1C 07 9200 - JOINT SEALANT 07 6200 - SHEET METAL FLASHING 09 2400 - METAL CASING BEAD AQUAFLASH SYSTEM OVER EXTERIOR SHEATHING SELF ADHERED ELASTOMERIC FLASHING GRAY REGION INDICATES EXISTING CONDITION 1" MIN. FLUID APPLIED FLASHING MEMBRANE OVER SHEATHING;TO EXTEND OVER TOP OF PARTITION, PER STUCCO SYSTEM INTERIOR 07 2100 - INSULATION FASTENER 07 9200 - JOINT SEALANT 05 4000 - SINGLE DEFLECTION TRACK 07 9200 - JOINT SEALANT 07 9200 - JOINT SEALANT 07 6200 - COUNTERFLASHING 07 6200 - SHEET METAL FLASHING TREATED NAILER / PLASTER STOP 3" 3"MIN. 3" MIN 3"MIN3"TURN MEMBRANE UP/OUT AT WALL BEYOND. WRAP EPDM MEMBRANE UP AND OVER BLOCKING BATTEN BAR/MEMBRANE SPLICE SHOULD BE NO FURTHER APART THAN 3" ON CENTER 07 5323 - DENSDECK PRIME OR EQUAL 07 5323 - EPDM ROOFING MEMBRANE, FULLY ADHERED 07 5323 - BATTEN BAR, CONTINUOUS 06 1000 - TREATED WOOD BLOCKING, SECURELY ANCHORED 07 6200 - COPING CAP, PRE-FINISHED METAL TREATED WOOD BLOCKING, SECURELY ANCHORED LEVEL 1 100' - 0"1"4" 1' - 0"DEMOLISH EXISTING FLOOR. PROVIDE 4" CURB MINIMUM TURN EPDM MEMBRANE UP 8" MINIMUM BEHIND SHEATHING SPLICE TAPE OVER BATTEN3" 3" LAP AND SEAL EPDM MEMBRANE PER MFG NOTE: THIS DETAIL IS TYPICAL AT EXPOSED ENDS AND WHERE WALL USED TO BE INTERIOR 07 9200 - JOINT SEALANT 07 5323 - DENSDECK PRIME OR EQUAL 07 5323 - EPDM ROOFING MEMBRANE, FULLY ADHERED 07 5323 - BATTEN BAR 2901 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Denver DPA Project: Sheet Number: COPYRIGHT - DAVIS PARTNERSHIP, 1 2 3 4 5 6 A B C D E 1 2 3 4 5 6 A B C D E Sheet Title: Consultant Revision Date Sheet Information Project Information Original Issuance 10/26/2017 10:31:41 PM15924.00 A488.2 2017 EAST WING ADDITION 180 S. Frontage Road West, Vail, CO 81657STAIR DETAILS 10/25/2017DP2 VAIL HEALTH 1/4" = 1'-0"D5 MSA STAIR - SECTION 01 1/4" = 1'-0"D4 MSA STAIR - SECTION 02 1 1/2" = 1'-0"D1 MSA STAIR - PLAN DETAIL 01 1 1/2" = 1'-0" B5 MSA STAIR SECTION DETAIL 02 1 1/2" = 1'-0"C5 MSA STAIR SECTION DETAIL 01 1 1/2" = 1'-0"A4 MSA STAIR SECTION DETAIL 04 1 1/2" = 1'-0"B4 MSA STAIR SECTION DETAIL 03 1 1/2" = 1'-0"C1 MSA STAIR SECTION DETAIL 08 1 1/2" = 1'-0"B3 MSA STAIR SECTION DETAIL 06 1 1/2" = 1'-0"C2 MSA STAIR SECTION DETAIL 07 3" = 1'-0"A6 INFILL WALL PLAN DETAIL 3" = 1'-0"B6 INFILL WALL BASE DETAIL 3" = 1'-0"C6 INFILL WALL HEADER DETAIL 1 1/2" = 1'-0"B1 EXISTING WALL HEAD (JAMB SIM) 1 1/2" = 1'-0"A1 EXISTING WALL BASE WS-STUCCO1C hand rails retur ns no opening greater than 4inches 12/21/17