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Home My WebLink AboutB16-0266_A502_1498075740.pdfHEARTH BEYOND, POLISHED, DARK STAINED CONCRETE SLAB, TYP 1 x 8 R.S. CEDAR SHIPLAP PLANKS ON FURRING STRIPS RECESSED ACCESS DOOR, APPLY GYPSUM FINISH TO PANEL. PAINT TO MATCH ADJACENT FINISH 1 x 6 TONGUE AND GROOVE CEDAR GYP BD CEILING TO CONCEAL STRUCTUAL BEAM HEARTH BEYOND FIREBOX BEYOND 13' - 4" FINISH FLOOR EXISTING PRECAST STRUCTURAL WALL 2x8 WOOD PLATE STRUCTURAL STEEL BEAM T.O. STEEL BEAM 14' - 10 1/2" 2 1/2" METAL STUDS TO CLEAR B.O. BEAM 3 5/8" METAL STUDS 3 5/8" METAL STUD FLUE BEYOND STONE TILE, STN-003 1'-4" 4'-3 1/2" 1'-1 1/4" CL FIREBOX BEYOND FIREPLACE INSERT 1 x 6 TONGUE AND GROOVE CEDAR BRACING FOR STRUCTURAL SUPPORT AS NECESSARY 3 5/8" METAL STUDS 5/8" CEMENT BOARD MESH AND ADHESIVE STONE TILE STN-003 1/4" CEMENTITIOUS FINISH ON MESH ON 3/4" PLYWOOD SUBSTRATE INSULATION AND FIREPROOFING PER FIREPLACE MANUFACTURER, MAINTAIN CLEARANCES 14" DIA FLUE, 18" CLEARANCE FROM ANY COMBUSTIBULES, EXTEND DIRECTLY BETWEEN EXISTING WOOD JOISTS, AVOID CONFLICT WITH STEEL BEAM REF MANUFACTURER FOR NECESSARY VENTING, COMBUSTION AIR INTAKE, GLASS COOLING INTAKES, AND OTHER NECESSARY MECHANICAL ITEMS. COORDINATE LOCATION WITH STRUCTURAL ENGINEER EXISTING STRUCTURAL COLUMN, ENSURE EXISTING LOCATION NOT HINDERING DESIGN, DO NOT PROCEED WITHOUT CONTACTING ARCHITECT IF CONFLICTING STONE BEYOND FIREPLACE INSERT GLASS, REMOVABLE, REF SHOP DRAWINGS T.O. FIREPLACE INSERT MEDIUM AT T.O. CONCRETE HEARTH REF SHOP DRAWINGS EXISTING STRUCTURAL COLUMN BEYOND METAL STUDS, BRACE FOR STRUCTURAL SUPPORT AS NECESSARY, SPECIALTY ENGINEER TO PROVIDE SIZE, GAUGE AND SPACING 3 5/8" METAL STUDS 5/8" CEMENT BOARD MESH AND ADHESIVE STONE TILE STN-003 EXISTING WOOD TRUSSES @ 24" O.C. REMOVABLE FRAME A502 6A A502 6B LIGHTBOX BEYOND, TYP MECHANICAL AIR DIFFUSER, REF SHEET M202 FOR DETAILS 1'-6" 7" 3'-1 1/2" 4'-3 1/2" 1'-6" MIN CLR 2'-1" 7" 3" COORDINATE NECESSARY STRUCTURAL SUPPORT WITH STRUCTURAL ENGINEER COORDINATE NECESSARY STRUCTURAL SUPPORT WITH STRUCTURAL ENGINEER ENGINEERED AIR DIFFUSER, REF MECAHNICAL, SHEET M202 FOR DETAILS 2'-0" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 1'-4" 3" TYP BRACING AS NECESSARY 3 5/8" METAL STUDS 5/8" CEMENT BOARD MESH AND ADHESIVE STONE, STN-003 3 5/8" METAL STUDS, BRACE FOR STRUCTURAL SUPPORT AS NECESSARY EXISTING WOOD TRUSSES @ 24" O.C. 1/4" CEMENTITIOUS FINISH ON MESH, TOP, BOTTOM, AND EXPOSED SIDES 1'-1" 3" INFILL AREA 1'-6" 4'-3 1/2" 3/4" PLYWOOD SUBSTRATE ON TOP AND SIDES 2x4 FRAMING 1/4" PLYWOOD SUBSTRATE ON BOTTOM 2'-0" TYP 3C A502 5C A502 6C A502 A502 2E A502 2D A502 2B 10'-4" TO END OF PRECAST WALL OFFSET FLUE TO AVOID CONFLICT WITH COLUMN, 18" TOTAL CLEAR PATH AROUND 14" DIA FLUE, RUN DIRECTLY IN BETWEEN WOOD JOISTS (24" 0.C.) ABOVE ENSURE COLUMN IS NOT SUBSTANTIALLY HINDERING HOT AIR RETURN FULLY ENCAPSULATE EXISTING CONCRETE STRUCTURAL COLUMN WITHIN FIREBOX, REF MANUFACTURER CUSTOM DETAILS 6A A502 6B A502 1'-6" 26'-9" 2'-3" 4'-2" 2'-3" 18'-0" 2'-3" 3 3/8" 2'-9 5/8" 4'-3 1/2" CUSTOM FIREBOX, INSIDE DIMENSIONS 18'-0" x 2'-8" 1'-2" 1'-2" 3" 7" 3'-1 1/2" 7" 1'-6" SEALANT, TYP AT ALL INTERIOR CORNERS WHERE WOOD PLANK WALL MEETS STONE FIREPLACE MATERIAL 1x4 WOOD FURRING 2x6 R.S. CEDAR SHIPLAP PLANKS STONE, STN-003, MITER ALL OUTSIDE CORNERS 5/8" CEMENT BOARD 3 5/8" METAL STUDS SHIM AS NECESSARY EXISTING STRUCTURAL PRECAST WALL STRUCTURAL STEEL COLUMN, REF STRUCTURAL EXISTING STRUCTURAL COLUMN, ENSURE EXISTING LOCATION NOT HINDERING DESIGN, DO NOT PROCEED WITHOUT CONTACTING ARCHITECT IF CONFLICTING 1 5/8" METAL STUDS 3 5/8" METAL STUDS 5/8" CEMENT BOARD MESH AND ADHESIVE STONE TILE, STN-003 CONCRETE HEARTH 1/4" CEMENTITIOUS FINISH ON MESH ON 3/4" PLYWOOD SUBSTRATE ACCESS DOOR LATCH A502 2A EXISTING STRUCTURAL COLUMN, ENSURE EXISTING LOCATION NOT HINDERING DESIGN, DO NOT PROCEED WITHOUT CONTACTING ARCHITECT IF CONFLICTING ACCESS DOOR HINGE ATTACH RECESSED ACCESS DOOR TO METAL STUD ACCESS DOOR WITH GYB BD APPLIED AS FINISH MATERIAL TO PANEL, PAINT TO MATCH ADJACENT FINISH CAST-IN-PLACE CONCRETE BELOW, SOLID FILLED AND REINFORCED TO SUPPORT WEIGHT OF HEARTH REBAR SUPPORTS, RUN IN PERPENDICULAR DIRECTIONS, STRUCTURAL CONSULTANT TO ENSURE PROPER SUPPORT TYPR 0' - 0 3/4" TYPR 0' - 0 3/4" EXISTING STRUCTURAL COLUMN, ENSURE EXISTING LOCATION NOT HINDERING DESIGN, DO NOT PROCEED WITHOUT CONTACTING ARCHITECT IF CONFLICTING REINFORCED CONCRETE HEARTH CUSTOM FIREBOX INSULATED PANEL 3 5/8" METAL STUDS 5/8" CEMENT BOARD MESH AND ADHESIVE STONE TILE STN-003 LEAVE 1/8" GAP BETWEEN FRAM AND FINISH MATERIAL CUSTOM FIREBOX REMOVABLE FRAME CUSTOM FIREBOX REMOVABLE GLASS CAST-IN-PLACE CONCRETE VENEER WALL ON 3/4" PLYWOOD ON 3 5/8" METAL STUD, REINFORCE AS NECESSARY STRUCTURAL STEEL COLUMN, REF STRUCTURAL LEAVE 1/8" GAP BETWEEN FRAME AND ADJACENT FINISH MATERIAL REMOVABLE GLASS FOR FIREPLACE INSERT FIREPLACE INSERT INSULATED PANEL FIREPLACE INSERT BASE, REF MANUFACTURER CUSTOM DETAILS REINFORCED CAST-IN-PLACE CONCRETE SLAB HEARTH REINFORCED, CAST-IN- PLACE CONCRETE MESH AND ADHESIVE STONE, STN-003 EXISTING STRUCTURAL CONCRETE COLUMN BEYOND FINISH FLOOR, REF FINISH PLAN STONE BEYOND REMOVE CONCRETE AND EXTEND REBAR SUPPORTS INTO SLAB 1/8" MIN 6" 1" 4" 1'-0" 3 5/8" METAL STUDS STONE TILE STN-003 1/4" CEMENTITIOUS FINISH ON MESH ON 3/4" PLYWOOD SUBSTRATE MESH AND ADHESIVE 5/8" CEMENT BOARD INSULATION AND FIREPROOFING PER FIREPLACE MANUFACTURER, MAINTAIN CLEARANCES STONE BEYOND REMOVABLE FRAME CUSTOM FIREBOX EXISTING CONCRETE STRUCTURAL COLUMN LEAVE 1/8" MIN GAP BETWEEN FIREBOX TRIM AND FINISH MATERIAL 1/8" MIN 7" 8" STRUCTURAL STEEL COLUMN, COORD. WITH STRUCTURAL 1 A 2 3 4 5 6 A B C D E 1 3 4 5 6 2 COPYRIGHT 2016 BASKERVILL. USE OF THIS WORK IN WHOLE OR IN PART IS FORBIDDEN WITHOUT EXPRESSED WRITTEN CONSENT. B C D E DRAWING NO. P.O. BOX 400, RICHMOND, VA 23218-0400 DRAWING TITLE ISSUE PROJECT OWNER ® 10/12/2016 6:17:34 PM FIREPLACE DETAILS THE WIDEWATERS GROUP 2.160036.0 DOUBLETREE VAIL, CO CONVERSION GUESTROOMS & PUBLIC SPACES RENOVATION 08/25/2016 - CONSTRUCTION DOCUMENTS A502 2211 N FRONTAGE RD, VAIL, COLORADO 81657 SCALE: 1/2" = 1'-0" DRAWING REF: A401bx 3CSECTION - FIREPLACE SCALE: 1/2" = 1'-0" DRAWING REF: A401bx5CSECTION - FIREPLACE SCALE: 1/2" = 1'-0" DRAWING REF: A401bx6CSECTION - FIREPLACE SCALE: 1/2" = 1'-0" DRAWING REF: A401a 5AENLARGED PLAN - FIREPLACE SCALE: 3" = 1'-0" DRAWING REF: A502 2AENLARGED PLAN DETAIL - FIREPLACE @ WOOD WALL SCALE: 1 1/2" = 1'-0" DRAWING REF: A502 2DPLAN DETAIL - FIREPLACE SCALE: 1 1/2" = 1'-0" DRAWING REF: A502 2BPLAN DETAIL - FIREPLACE SCALE: 1 1/2" = 1'-0" DRAWING REF: A502 2EPLAN DETAIL - FIREPLACE SCALE: 1 1/2" = 1'-0" DRAWING REF: A502 6ASECTION DETAIL - HEARTH SCALE: 1 1/2" = 1'-0" DRAWING REF: A502 6BSECTION DETAIL - HEAD 1 08/25/2016 Revision 1 2 09/19/2016 CCD-002 10/17/2016 06/21/17