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HomeMy WebLinkAboutB17-0092_A-551.1_1508947733.pdf09 2900 - GYPSUM BOARD, TYPE X 09 2900 - GYPSUM BOARD, TYPE X 09 2900 - INTERIOR GYPSUM BOARD 09 2116.23 - C-H STUDS SECTION 09 2216 - NON-STRUCTURAL METAL FRAMING 09 2116.23 - GYPSUM SHAFTLINER BOARD, MOISTURE- AND MOLD-RESISTANT TYPE X 09 2116.23 - RUNNER TRACK SECTION 09 2216 - NON-STRUCTURAL METAL FRAMING 09 2116.23 - C-H STUDS 09 2116.23 - RUNNER TRACK 08 1113 - INTERIOR HOLLOW-METAL FRAME RE: MECH RE: MECH 5/8" GYPSUM WALL BOARD TYPE 'X' ON SECURITY MESH, RE: LIFE SAFETY PLAN FOR FIRE RATING DOOR AS SCHEDULED 09 2900 - CORNERBEAD A3 A-320.1 09 2900 - INTERIOR GYPSUM BOARD SECTION 09 2216 - NON-STRUCTURAL METAL FRAMING SECTION 09 2216 - NON-STRUCTURAL METAL FRAMING 09 2900 - INTERIOR GYPSUM BOARD 09 2900 - CORNERBEAD 1' - 4 1/2" 3' - 0 1/2" 1' - 7 1/8"11 700 PASS THROUGH DEVICE, TERRA UNIVERSAL.COM #2636-06D OR SIMILAR SOLID SURFACE SPLASH BLOCK WITH EASED EDGE PER S I NK APRON, RE: ELEVATIONS INTEGRAL BACK AND SIDE SPLASH GUARD / C4 A-551.1 / C4 A-551.1 / C4 A-551.1 COVE EDGES ALL SIDES, TYP NOTE: ALL JOINTS TO BE RADIUS AND SHOULD APPEAR SEAMLESS AND INTEGRAL UPON FINAL INSTALLATION. 1/8"9"INTEGRAL SOLID SURFACE SPLASH BLOCK WITH EASED EDGE INTEGRAL SOLID SURFACE BACK & SIDE SPLASH, RE: ELEVATIONS COVE RABBET JOINT 1/8"9"INTEGRAL SOLID SURFACE SPLASH BLOCK WITH EASED EDGE INTEGRAL SOLID SURFACE BACK & SIDE SPLASH, RE: ELEVATIONS COVE RABBET JOINT AT WALL FREESTANDING PARTITION AS SCHEDULED E1 A-591.1 1' - 0" EQ EQ 1' - 0" 05 5000 - 2" x 2" STEEL POST 09 2900 - INTERIOR GYPSUM BOARD 05 4000 - STEEL STUD D2 A-592.1 C2 A-592.1 RE: INTERIOR ELEVATIONS RE: INTERIOR ELEVATIONS RE: INTERIOR ELEVATIONS 1' - 0"2' - 0" 1' - 0" PLASTIC LAMINATE CABINET, TYPICAL B.O. CEILING 6' - 4" 09 2900 - CORNERBEAD 09 2116 - C-H STUDS J1b 09 2116 - J-TRACK 09 2116 - J-TRACK 09 2116 - J-TRACK 09 2900 - INTERIOR GYP.BOARD 09 2900 - 5/8" INTERIOR GYP.BOARD 09 2900 - 1" SHAFTLINER HORIZONTAL ASSEMBLY MEETING OR EXCEEDING WHI 694-0300.1, WHI 495-PSH-0183 OR SIMILAR TESTED ASSEMBLY 09 2900 - 1" SHAFTLINER 09 2116 - J-TRACK 09 2116 - C-H STUDS B.O. CEILING 8' - 0" EXISTING 50" x 12" DUCT 09 2116 - C-H STUDS SCHEDULED BASE Je01 05 1200 - BASEPLATE BELOW RE: STRUCTURAL 05 1200- STEEL COLUMN FASTENERS AND STUD FRAMING PER UL LISTED ASSEMBLY REQUIREMENT 9 3/8" 9 3/8" PATCH, SEAL, AND REFINISH EXISTING CONDITIONS INCLUDING CEILING WALL BASE, WALL FINISH, AND FLOORING 10' - 3 3/8" TOGRIDLINE 6e2001CG TO VERITY 1' - 6 3/4" 8 1/4"2 HOUR RATED UL LISTED ASSEMBLY: X528 (1) LAYER NO.18 SWG STEEL WIRE AT 24" O.C OVER SECOND LAYER OF GYP. BOARD 09 2900 - (1) LAYER TYPE X 5/8" GYP. BOARD 09 2900 - (2) LAYER TYPE X 5/8" GYP. BOARD 4 1/8" 4 1/8"28 GA 1 1/2" CORNER BEADS; ALL SIDES 05 1200 - STEEL PLATE RE; STRUCTURAL 09 2116 - J-TRACK 05 1200 - STEEL COLUMN RE: STRUCTURAL 9 3/8" 9 3/8" (1) LAYER NO.18 SWG STEEL WIRE AT 24" O.C OVER SECOND LAYER OF GYP. BOARD. SEE DRAWING E1/A-551.1 FOR ASSEMBLY INFORMATION 09 2900 - (3) LAYERS TYPE X 5/8" GYP. BOARD 05 1200 - STEEL ANGLE RE: STRUCTURAL FIREPROOFING PER MANUFACTURER RE: SHEET A-151A.1 FOR EXTENTS. EXISTING CONCRETE PAN JOIST PER MFR. PER MFR.NOTE: FIREPROOFING TO BE CONTINUOUS ALONG ENTIRE LENGTH OF JOINT AS INDICATED ON A-151.1 05 1200 - STEEL PLATE RE: STRUCTURAL FIREPROOFING CONT. ALONG LENGTH OF JOINT RE: SHEET A-151A.1 FOR EXTENTS. EXISTING CONCRETE SOFFIT 05 1200 - SHIM PLATE RE: STRUCTURAL PER MRF.PER 2 HOUR FIRE RESISTIVITY BASIS OF DESIGN: GCP MONOKOTE MK-6 - UL LISTED ASSEMBLY. PROVIDE 'FIREBOND' PRODUCT AS REC. BY MFR. PROVIDE TESTING AND COATING AS REQ FOR APPLICATION ON STEEL FRAMING. 2901 Blake Street, Suite 100 Denver, CO 80205 303.861.8555 Denver 1 A B C D E 2 3 4 5 6 A B C D E 1 2 3 4 5 6 DPA Project: Sheet Number: COPYRIGHT - DAVIS PARTNERSHIP, P.C. Sheet Title: Revisions Date Sheet Information Project Information Issuance Consultant 9/1/2017 3:29:50 PM15924.00 A-551.1 INTERIOR DETAILS 2017 07/11/17PERMIT RESUBMISSION 1 1/2" = 1'-0"A6 MECHANICAL CHASE PLAN DETAIL 1 1/2" = 1'-0"A3 PASS THROUGH DEVICE PLAN DETAIL 1 1/2" = 1'-0"E6 SINK SPLASH GUARD 3" = 1'-0"C4 COVE DETAIL AT SOLID SURFACE 1 1/2" = 1'-0" A1 PARTIAL WALL PLAN DETAIL 1" = 1'-0" C1 CASEWORK PLAN DETAIL ADDENDUM 1 05/23/17 1 RFC0021 07/21/17 2 ASI 02 08/11/17 3 RFC0048 08/24/17 4 ASI 04 08/31/17 5 1 1/2" = 1'-0" C2 MATERIALS MANAGEMENT SOFFIT DETAIL 1 1/2" = 1'-0"E1 PLAN DETAIL 5 1 1/2" = 1'-0"B1 SECTION DETAIL AT EXISTING PAN JOIST 5 1 1/2" = 1'-0"E2 SECTION DETAIL AT EXISTING SLAB 5 CENTRAL WING RENOVATION VAIL VALLEY MEDICAL CENTER 180 S. Frontage Road West, Vail, CO 81657CONT. 2 HOUR RATED 2 HR BASIS OF DESIGN: GCP MONOKOTE MK-6 - UL LISTED ASSEMBLY. PROVIDE 'FIREBOND' PRODUCT AS REC. BY MFR. PROVIDE TESTING AND COATING AS REQ FOR APPLICATION ON STEEL FRAMING. 2 HR 10/25/17