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HomeMy WebLinkAboutAA505 FIRE PROOFING DETAILSProject: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: CARMEL CITY CENTER Carmel, Indiana Building A Phase 1 COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue Date PEDCOR DESIGN GROUP LLC 0502.00 AA505 FIRE PROOFING DETAILS Bid Set 04.21.06 THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP,LLC. © COPYRIGHT 2006, 2007, 2008 JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 25 26 27 28 29 BID SET A.410 ISSUE, 12/29/08 BID SET A.210.ASI.01, 01/20/09 (AFFECTING A.300, A.310, A.400) WINDOW SCHEDULE UPDATE, 2/02/09 BID SET A.300, 02/07/09 MASONRY AND EIFS UPDATE BID SET A.300, 02/27/09 MASONRY AND EIFS UPDATE 2 A.300.ASI.004, 03/08/09 CCC.A.ASI.1, 5.20.09 RFI UPDATES, PUBLIC WAYS, ROOF UPDATES E R 28 22 16 H 11 SCALE: NTS PLAN NORTH KEY PLAN JAW JAW 29 ±21/4" HEAD OF WALL ASSEMBLY W/ 3" DEEP LEG TRACK, SEE S- SERIES DWGS SPRAY APPLIED FIRE RESISTIVE MATERIAL (SFRM) CFS STUD FRAMING, NOT TO ENCROACH ON FIRE PROTECTION TYPICAL CFS STUD FRAMING, SEE S-SERIES DWGS VENEER 5/8" GAP IN EXTERIOR SHEATHING AT THE BOTTOM OF DEEP LEG TRACK. RIGID FIRE PROTECTION BOARD, IN LIEU OF SFRM AS REQUIRED TO BOTTOM OF BOARD PENDING ACCEPTANCE FROM LOCAL AUTHORITIES. EXTERIOR SHEATHING DRYWALL VENEER EXPANSION JOINT: SEE ELEVATIONS OR WALL SECTIONS FOR LOCATION. 6" @ HSS 4 TUBE COLUMN 9 1/4" @ HSS 4 TUBE COLUMN 8" @ HSS 6 TUBE COLUMN GYPSUM BOARD PER UL DIRECTORY STEEL STUDS PER UL DIRECTORY UL DESIGN NO. X528 WALL ATTACHED TO THE OUTSIDE OF RATED COLUMN ASSEMBLY NOTHING IS ALLOWED TO PENETRATE OR INTERFERE WITH RATED COLUMN ASSEMBLY AND/OR INSIDE THIS LINE. APPROX. 11 1/4" @ HSS 6 TUBE COLUMN APPROX. 1 AND 2 HOUR RATED DRYWALL ASSEMBLY AT COLUMNS UL DESIGN NO. X827 1 AND 2 HOUR RATED SFRM ASSEMBLY AT COLUMNS WALL ATTACHED TO THE OUTSIDE OF RATED COLUMN ASSEMBLY STEEL STUDS ATTACHED TO COLUMN PRIOR TO SPRAYING SFRM SPRAY-APPLIED FIRE RESISTIVE MATERIAL STEEL TUBE COLUMN HEAD OF WALL ASSEMBLY W/ DEEP LEG TRACK, SEE S-SERIES DWGS CFS FURRING ATTACHED TO BEAM PRIOR TO SPRAYING SFRM SPRAY-APPLIED FIRE RESISTIVE MATERIAL PROVIDE REQUIRED MINIMUM CLEARANCE AROUND SFRM. 5/8" DEFLECTION GAP VAPER RETARDER 5/8" DEFLECTION GAP TYPICAL WALL TIE, ATTACHMENT POINT OF TIE TO BE FASTENED & SPRAYED PRIOR TO INSTALLATION OF VENEER HEAD OF WALL ASSEMBLY W/ DEEP LEG TRACK, SEE S-SERIES DWGS SPRAY APPLIED FIRE RESISTIVE MATERIAL TYPICAL CFS STUD FRAMING, SEE S-SERIES DWGS MASONRY VENEER EXTERIOR SHEATHING DRYWALL REF. ADDITIONAL WALL SECTION DETAILS FOR FLASHING REQUIREMENTS. 5/8" GAP IN EXTERIOR SHEATHING AT THE BOTTOM OF DEEP LEG TRACK. RIGID FIRE PROTECTION BOARD, IN LIEU OF SFRM AS REQUIRED PENDING ACCEPTANCE FROM LOCAL AUTHORITIES. SHEATHING APPLIED WITH CONTINUOUS BENT ANGLE WHERE FIRE PROTECTION IS OUT TO FACE OF CFS FRAMING. Notify Architect when vertical spacing of attachment points exceed 24”. Provide furring when there is sufficient space in front of rigid fire protection board. Do not compromise rigid fire protection board ±21/4" VENEER EXTERIOR SHEATHING DRYWALL HEAD OF WALL ASSEMBLY W/ 3" DEEP LEG TRACK, SEE S- SERIES DWGS SPRAY APPLIED FIRE RESISTIVE MATERIAL (SFRM) CFS STUD FRAMING, NOT TO ENCROACH ON FIRE PROTECTION TYPICAL CFS STUD FRAMING, SEE S-SERIES DWGS 5/8" GAP IN EXTERIOR SHEATHING AT THE BOTTOM OF DEEP LEG TRACK. RIGID FIRE PROTECTION BOARD, IN LIEU OF SFRM AS REQUIRED TO BOTTOM OF BOARD PENDING ACCEPTANCE FROM LOCAL AUTHORITIES. VENEER EXPANSION JOINT: SEE ELEVATIONS OR WALL SECTIONS FOR LOCATION. +20'-0" ROOF SLAB 2ND FLR SPRAY APPLIED FIRE RESISTIVE MATERIAL 1 HR RATED SPRAY APPLIED FIRE RESISTIVE MATERIAL, NON-RATED EXTERIOR WALL (BEAM W/ HEAD OF WALL & BOTTOM TRACK ATTACHMENT @ EXTERIOR WALL) UNRESTRICTED DESIGN UL DESIGNS: HEAD OF WALL ASSEMBLY W/ DEEP LEG TRACK, SEE S-SERIES DWGS SPRAY APPLIED FIRE RESISTIVE MATERIAL CFS STUD FRAMING, NOT TO ENCROACH ON SFRM VENEER EXTERIOR SHEATHING DRYWALL FASTENER @ 16" OC MAX. 1" MIN. FROM FLANGE EDGE. FIRE-RESISTIVE CAULKING @ RATED WALL ASSEMBLIES ON BOTH SIDES. 11/4" TYPICAL CFS STUD FRAMING, SEE S-SERIES DWGS TYPICAL HEAD OF WALL ASSEMBLY W/ DEEP LEG TRACK OR STUD ATTACHMENT CLIP, SEE S-SERIES DWGS SPRAY APPLIED FIRE RESISTIVE MATERIAL ON BEAM & OVERSPRAY ON OUTRIGGERS VENEER EXTERIOR SHEATHING DRYWALL 5/8" GAP IN EXTERIOR SHEATHING AT THE BOTTOM OF DEEP LEG TRACK. RIGID FIRE PROTECTION BOARD, IN LIEU OF SFRM AS REQUIRED PENDING ACCEPTANCE FROM LOCAL AUTHORITIES. TO BOTTOM OF BOARD (IN ABSENCE OF SHELF ANGLE) SPRAY APPLIED FIRE RESISTIVE MATERIAL BRACKETS FOR VARIOUS PROFILES STEEL CHANNEL, SEE S-SERIES DWGS BALCONY ATTACHMENT, SEE S-SERIES DWGS ±21/4" VENEER HEAD OF WALL ASSEMBLY W/ 3" DEEP LEG TRACK, SEE S- SERIES DWGS SPRAY APPLIED FIRE RESISTIVE MATERIAL (SFRM) CFS STUD FRAMING, NOT TO ENCROACH ON FIRE PROTECTION TYPICAL CFS STUD FRAMING, SEE S-SERIES DWGS 5/8" GAP IN EXTERIOR SHEATHING AT THE BOTTOM OF DEEP LEG TRACK. RIGID FIRE PROTECTION BOARD, IN LIEU OF SFRM AS REQUIRED TO BOTTOM OF BOARD PENDING ACCEPTANCE FROM LOCAL AUTHORITIES. EXTERIOR SHEATHING DRYWALL VENEER EXPANSION JOINT: SEE ELEVATIONS OR WALL SECTIONS FOR LOCATION. 8" 1'-31/8" 3" TO 4" 1" 6" 5/8" Deflection T / SLAB STEEL BEAM W/ SPRAY APPLIED FIRE- RESISTIVE MATERIAL SHELF ANGLE (REFERENCE S -SERIES DRAWINGS) FIRE-RESISTIVE CAULK, REFERENCE U.L. SYSTEM #HW-D-0164. 6" METAL CH STUD WALL W/ (2) LAYERS 1/2" GYP. BD. ON FLOOR SIDE AND 1" LINER PANEL ON SHAFT SIDE. BATT INSULATION ELEVATOR RAIL ATTACHMENT, REFERENCE S-SERIES DRAWINGS. FIRE TAPE AND FIRE-CAULK AROUND PENETRATIONS AT BOTH SIDES OF LINER PANEL, AND THE TWO LAYERS OF GYPSUM BOARD. SLOTTED SLIP TRACK, NO EXCEPTIONS. FIRE-RESISTIVE JOINT SPRAY OVER MINERAL WOOL, REFERENCE U.L. SYSTEM #HW-D-0377. ELEVATOR 1'-4" T/SLAB EL. = VARIES STEEL ANGLE - PAINT TO MATCH WALL STEEL BEAM W/ SPRAY APPLIED FIRE- RESISTIVE MATERIAL SLOTTED TRACK, NO EXCEPTION. FIRE-RESISTIVE CAULK, REFERENCE U.L. SYSTEM #HW-D-0164. 6" METAL STUD WALL W/ (2) LAYERS 5/8" GYP. BD. ON EACH SIDE 6" METAL STUD WALL W/ (2) LAYERS 5/8" GYP. BD. ON EACH SIDE FIRE-RESISTIVE JOINT SPRAY OVER MINERAL WOOL OR CAULK 3 LAYERS = 2 HRS. 5/8" DEFLECTION GAP STAIR 1'-315/16" 4" MAX, STEEL ANGLE - PAINT TO MATCH WALL STEEL BEAM W/ SPRAY APPLIED FIRE- RESISTIVE MATERIAL SLOTTED TRACK, NO EXCEPTION. FIRE-RESISTIVE JOINT SPRAY OVER MINERAL WOOL, REFERENCE U.L. SYSTEM #HW-D-0377. FIRE-RESISTIVE CAULK, REFERENCE U.L. SYSTEM #HW-D-0164. 6" METAL STUD WALL W/ (2) LAYERS 5/8" GYP. BD. ON EACH SIDE 6" METAL STUD WALL W/ (2) LAYERS 5/8" GYP. BD. ON EACH SIDE STAIR T/SLAB EL. = VARIES 1|2" STEEL BEAM W/ SPRAY APPLIED FIRE- RESISTIVE MATERIAL SLOTTED TRACK, NO EXCEPTION. FIRE-RESISTIVE CAULK - PAINT TO MATCH WALL 4" METAL CH STUD WALL W/ (2) LAYERS GYP. BD. ON ONE SIDE STEEL ANGLE 4" METAL CH STUD WALL W/ (2) LAYERS 1/2" GYP. BD. ON FLOOR SIDE AND 1" LINER PANEL ON SHAFT SIDE. 3" DEEP LEG TRACK ENVAC/ GRILL EXHAUST T/SLAB EL. = VARIES BATT INSULATION CEMENTITIOUS FIREPROOFING OVER 25 GA. MESH ANGLE (TYP.) 1|2" STEEL ANGLE STEEL BEAM W/ SPRAY APPLIED FIRE- RESISTIVE MATERIAL SLOTTED TRACK, NO EXCEPTION. FIRE-RESISTIVE CAULK 4" METAL CH STUD WALL W/ (2) LAYERS GYP. BD. ON ONE SIDE ENVAC/ GRILL EXHAUST T/SLAB EL. = VARIES 4" METAL CH STUD WALL W/ (2) LAYERS 1/2" GYP. BD. ON FLOOR SIDE AND 1" LINER PANEL ON SHAFT SIDE. BATT INSULATION CEMENTITIOUS FIREPROOFING OVER 25 GA. MESH ANGLE (TYP.) 1" 10" MAX. 2-5/8" SFRM 4" 1 1/4" MIN. STEEL BEAM STUD WALL WIDTH VARIES SCREWS (TYP.) #8 WAFERHEAD FRAMING 3.4 EXPANDED METAL LATH ATTACHED TO OUTRIGGER SFRM NO EXPOSED METAL 0.145"x|4" POWER ACTUATED FASTENER @ 16" O.C. (MAX.) (TYP.) REFERENCE FASTENER MANUFACTURER ICBO FOR FASTENER CAPACITY OR PER ENGINEER OF RECORD NOMINAL JOINT WIDTH SLOTTED TRACK 25 GA. METAL ANGLE (TYP.) 5/8" DEFLECTION GAP 4" TO 2" x 20 GA. Z-BARS OR 16 GA. CRC @ 16" O.C.(MAX.) DEMISING OR CORRIDOR WALL OFFSET HEAD OF WALL ASSEMBLY W/ DEEP LEG TRACK, SEE S-SERIES DWGS SPRAY APPLIED FIRE RESISTIVE MATERIAL TYPICAL CFS STUD FRAMING, SEE S-SERIES DWGS EIFS VENEER EXTERIOR SHEATHING DRYWALL REF. ADDITIONAL WALL SECTION DETAILS FOR FLASHING REQUIREMENTS. 5/8" GAP IN EXTERIOR SHEATHING AT THE BOTTOM OF DEEP LEG TRACK. RIGID FIRE PROTECTION BOARD, IN LIEU OF SFRM AS REQUIRED PENDING ACCEPTANCE FROM LOCAL AUTHORITIES. Notify Architect when vertical spacing of attachment points exceed 24”. Provide furring when there is sufficient space in front of rigid fire protection board. Do not compromise rigid fire protection board 4 3/4" FIRE CAULK ASSEMBLY 1 HR. RATED WALL, MIN. 2 1/2", 20 GA. STUD 16" O.C. 'T' GRID CEILING RESIDENCE SIDE DEMISING WALL RESIDENCE SIDE 1 HR. RATED WALL, MIN. 2 1/2", 20 GA. STUD 16" O.C. 'T' GRID CEILING RESIDENCE SIDE DEMISING WALL RESIDENCE SIDE FIRE CAULK ASSEMBLY DOUBLE LAYER OF 5/8" GYPSUM BOARD 1 HR. RATED WALL, MIN. 2 1/2", 20 GA. STUD 16" O.C. 'T' GRID CEILING RESIDENCE SIDE DEMISING WALL RESIDENCE SIDE DOUBLE LAYER OF 5/8" GYPSUM BOARD FIRE-RESISTIVE JOINT SPRAY OVER MINERAL WOOL, REFERENCE U.L. SYSTEM #HW-D-0377. FIRE CAULK ASSEMBLY MAX. DOUBLE LAYER OF 5/8" GYPSUM BOARD 4 3/4" 1 HR. RATED WALL CORRIDOR SIDE 5/8" TYPE X (GYPSUM BOARD BOTH SIDES) 3 5/8", 20 GA. STUD @ 16" O.C. 2 1/2", 20 GA. STUD 16" O.C. 'T' GRID CEILING RESIDENCE SIDE CORRIDOR WALL FIRE CAULK ASSEMBLY FIRE-RESISTIVE JOINT SPRAY OVER MINERAL WOOL, REFERENCE U.L. SYSTEM #HW-D-0377. MAX. FIRE CAULK ASSEMBLY 1 HR. RATED WALL CORRIDOR SIDE 5/8" TYPE X (GYPSUM BOARD BOTH SIDES) 3 5/8", 20 GA. STUD @ 16" O.C. 2 1/2", 20 GA. STUD 16" O.C. 'T' GRID CEILING RESIDENCE SIDE 1 HR. RATED WALL CORRIDOR SIDE 3 5/8", 20 GA. STUD @ 16" O.C. 'T' GRID CEILING CORRIDOR WALL SFRM ON STEEL BEAM 2 1/2", 20 GA. STUD 16" O.C. CORRIDOR WALL RESIDENCE SIDE FIRE CAULK ASSEMBLY 5/8" TYPE X (GYPSUM BOARD BOTH SIDES) SCALE: 1" = 1'-0" 1 Detail AA505 0 6'' 1' 2' SCALE: 1 1/2"= 1'-0" 9 Detail AA505 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 10 Detail AA505 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 11 Detail AA505 0 6'' 12'' 18'' SCALE: 1" = 1'-0" 2 Detail AA505 0 6'' 1' 2' SCALE: 1" = 1'-0" 3 Detail AA505 0 6'' 1' 2' SCALE: 1" = 1'-0" 4 Detail AA505 0 6'' 1' 2' SCALE: 1" = 1'-0" 5 Detail AA505 0 6'' 1' 2' SCALE: 1" = 1'-0" 6 Detail AA505 0 6'' 1' 2' SCALE: 1" = 1'-0" 7 Detail AA505 0 6'' 1' 2' SCALE: 1" = 1'-0" 8 Detail AA505 0 6'' 1' 2' SCALE: 1 1/2"= 1'-0" 12 Detail AA505 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 13 Detail AA505 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 14 Detail AA505 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 15 Detail AA505 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 16 Detail AA505 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 17 Detail AA505 0 6'' 12'' 18'' SCALE: 1" = 1'-0" 18 Detail AA505 0 6'' 1' 2' SCALE: 1" = 1'-0" 19 Detail AA505 0 6'' 1' 2' SCALE: 1" = 1'-0" 20 Detail AA505 0 6'' 1' 2' A.210,A300, A.310,A.400 05.20.09 08.21.08